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HomeMy WebLinkAboutBATCH - Supplemental - 0065 Shunpike RoadState of Vermont -T, a Department of Fish and Wildlife Department of Forests, Parks and Recreation Department of Environmental Conservation State Geologist RELAY SERVICE FOR THE HEARING IMPAIRED 1-800-253-0191 TDD>Voice 1-800-253-0195 Voice>TDD Errol Briggs Wm. D. Countryman 868 Winch Hill Road Northfield, VT 05663 AGENCY OF NATURAL RESOURCES Department of Environmental Conservation Re: Senecal Property, 65 Shunpike Road, South Burlington, Wetlands Project #2001-408 Dear Errol: WATER QUALITY DIVISION 103 South Main Street Building 10 North Waterbury, VT 05671-0408 FAX 802-241-3287 TEL 802-241-3770 July 7, 2003 Thank you for showing me your client's property on June 26, 2003. I understand that your client would like to construct a commercial development on this site. As you know, this site contains a large Class Two wetland, and several pockets of Class Three wetlands. The Class Two wetland is associated with Potash Brook, an impaired water. Therefore, the protection of the functions and values of the Class Two wetland, particularly the water quality function, is critical. During our site visit you gave me a plan prepared by O'Leary Burke Civil Associates titled "Senecal/ Brown 65 Shunpike Road Wetlands Plan," and dated 5/13/03. This plan shows approximately 0.5 acre of fill in the Class Two wetland and 1.5 acres of buffer zone impact. Calculations of Class Three wetland impacts were not shown on the plan. As promised, I have had the opportunity to discuss your client's proposed project plan with both the other District Wetlands Ecologists and the Deputy Director of the Water Quality Division. Our office is of the opinion that it is unlikely that a Conditional Use Determination could be approved for the project as it is currently proposed since the construction of the project would likely have an undue adverse impact on the functions and values of the wetland in question. We recommend that the plan be modified to avoid impacts to the Class Two wetland and its 50-foot buffer zone whenever possible, in accordance with the requirements of the Vermont Wetland Rules. You should review Section 8.5.b of the rules which explains the requirements for avoidance. Where avoidance is not possible, impacts should be minimized. Regional Offices - Barre/Essex Jct./Pittsford/Rutland/Springfield/St. Johnsbury Page 2 I also recommend that you contact the Corps of Engineers at this time to discuss permitting issues. Please contact me if you have any questions regarding this letter at 241-1418. Sincerely, C/ April J. Moulaert, PWS District Wetlands Ecologist cc: ike Adams, Corps of Engineers City of South Burlington Planning and Zoning Peter Keibel, Act 250 Coordinator Paul O'Leary, O'Leary Burke SOUTH BURLINGTON WATER DEPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 April 21, 2003 Mr. Paul O'Leary O'Leary -Burke Civil Associates, PLC 5 Andrew Avenue, Suite 5 Essex Junction, VT 05452 RE: Al Senecal Parcel, Shunpike Rd South Burlington, VT Dear Paul: The South Burlington Water Department has reviewed preliminary plans for the above referenced project. Please refer to my letter of March 7, 2003 and find my new comments below. 1. At this time the City of South Burlington does not have sufficient water storage for any new project requiring more than 1,000 gallons per day (gpd) in this water service area. Please complete the attached Application for Water Allocation that was sent with my previous review letter and return it to the South Burlington Water Department as -soon as possible. As the project continues, a final Application for Water Allocation will need to be approved for water allocation. No construction shall be permitted that may restrict or encumber water supply and storage for the City's current customers. 2. All construction drawings and plans shall have a note saying "All work to be performed in accordance with the Specifications and Details for the Installation of Water lines and Appurtenances for all Water Systems Owned by the Champlain Water District, the City of South Burlington Colchester Fire District #1 and the Village of Jericho. Please add this note to future plans in visible locations. All water installation work and water distribution material must comply with these specifications. 3. Please correct the details shown with this project to better reflect those of the Specifications noted on #2 above. 4. The South Burlington Water Department ordinance states, "All water lines and appurtenances not located in the City right-of-way or public grounds shall be considered private pursuant to the ordinance and others of the City." The fire hydrant for this project would be considered private. At this time private fire hydrants are assessed a $100 per hydrant annual fee. 5. The SBWD shall be sent any future hard copy plans involving this project for review. 6. The SBWD shall be notified prior to backfilling to inspect all joints, fittings, main line taps, thrust blocks, appurtenances, and water line crossings. 7. Further review changes may be required as this project proceeds through the permit process. 8. A hard copy set of As-Builts as well as one electronic copy in Auto-CAD.DWG Version 14 Format or newer shall be supplied to this department upon completion of the water system improvements. If you have any questions or I can be of further assistance, please call me. Sincerely, Jay Nadeau Superintendent CC. Janet Hurley Doug Brent George Dow Plan Reviews: Al Senecal Parcel -prelim 4-03 CITY OF SOUTH BUR AINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 May 16, 2003 Paul O'Leary O'Leary -Burke Civil Associates, PLC 5 Andrew Avenue, 5uite 5 ESSex Jct., Vermont 05452 Re: 65 5hunpike Road Dear Mr. O'Leary: Enclosed is the agenda for next Tuesday's Development Review Board meeting and Staff comments to the Board. Please be cure that Someone is at the meeting on Tuesday, May 20, 2005 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. 5incerel�, s' , 211 Raymond J. Belair Administrative Officer Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 May 13, 2005 Joe & Joyce Zajchowski 79 5hunpike Road 5. 5urlington, VT 05405 Dear Property Owner: Enclosed is a copy of a public notice published in the Burlington Free Press. It includes an application for development on property located near your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. If you would like to know more about the proposed development, you may call this office at 846-4106 or attend the schedule public hearing. 5incerely� Raymond J. Belair Administrative Officer Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PILANNICNG & ZONgNG 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 May 13, 2003 Chelsea communications, Inc. 106 Kimball Avenue 5. Burlington, VT 05403 Dear property Owner: Enclosed is a copy of a public notice published in the Burlington Free Fress. It includes an application for development on property located near your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. If you would like to know more about the proposed development, you may call this office at 846-4106 or attend the schedule public hearing. 5incerC�, Ida and J.0elair Administrative Officer Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & Z0NING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 May 13, 2003 The Baker Family 125 Shunpike Road 5. Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of a public notice published in the Burlington Free Press. It includes an application for development on property located nearyour property. This io being sent to you to make you aware that a public hearing io being held regarding the proposed development. If you would like to know more about the proposed development, you may call this office at 646-4106 or attend the schedule public hearing, Sincerely, Raymond J. Belair Administrative Officer Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF 1PLANN NG & ZONE'4G 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 May 13, 2003 Anna Mayo 75 Shunpike Road 5. Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of a public notice published in the Burlington Free Press. It includes an application for development on property located near your property. This is being Sent to you to make you aware that a public hearing is being held regarding the proposed development. If you would like to know more about the proposed development, you may call this office at 846-4106 or attend the schedule public hearing. Sincerely, aymond J. Belair Administrative Officer Encl. (CITY OF SOUTH BUR3C INGTON DEPARTMENT OF PLANNING & ZONiNG 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 May 13, 2003 The Bassett Family 71 5hunpike Road 5. 5urlington, VT 05403 Dear Property Owner: Enclosed iS a copy of a public notice published in the Burlington Free Prcoo. It includes an application for development on property located near your property. This is being Bent to you to make you aware that a public hearing is being held regarding the proposed development. If you would like to know more about the proposed development, you may call this office at 846-4106 or attend the Schedule public hearing. Sincerely, r� Raymond J. 5elair Administrative Officer Encl. CITY OF SOUTH BUR LINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 May 15, 2003 Wilson & Helene Wheatley 69 5hunpike Road 5. Burlington, VT 05405 Dear Property Owner: Enclosed is a copy of a public notice published in the Burlington Free Press. It includes an application for development on property located near your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. If you would like to know more about the proposed development, you may call this office at 846-4106 or attend the schedule public hearing. 5ince�ely, Raymond J. Belair Administrative Officer Encl. CITY OF SOUTH BUR AINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 May 15, 2003 Paul H. Ghoiniere 2073 Willieton Road 5. Burlington, VT 05403 Dear Property Owner; Enclosed io a copy of a public notice published in the Burlington Free Press. It includes an application for development on property located near your property. This io being sent to you to make you aware that a public hearing io being held regarding the proposed development. If you would like to know more about the proposed development, you may call this office at 846-4106 or attend the Schedule public hearing. Sincerely, K Raymond J. 5elair Administrative Officer Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 May 15, 2003 Munson Earth Moving Corporation 366 Dorset Street 5. 5urlington, VT 05403 Dear property Owner: Enclosed is a copy of a public notice published in the Burlington Free Press. It includes an application for development on property located near your property. This is being sent to you to make you aware that a public hearing iS being held regarding the proposed development. If you would like to know more about the proposed development, you may call this office at 546-4106 or attend the Schedule public hearing. 5incerefy�, Raymond J. 5elair Administrative Officer Encl. DAVID H. GREENBERG ATTORNEY AT LAW P.O. BOX 201 BURLINGTON, VERMONT 05402.0201 TELEPHONE (802) 862-8165 THE DANIEL KERN HOUSE FAX (802) 862.5537 70 SOUTH WINOOSKI AVENUE BURLINGTON, VERMONT 05401 April 9, 2003 SENT VIA REGULAR MAIL AND FACSIMILE 846-4101 Mr. Raymond J. Belair City of South Burlington 575 Dorset Street South Burlington, VT 05403 Re: LNP, Inc. Kimball Avenue, South Burlington Dear Ray, As you know I represent LNP, Inc. which has a pending application before the Development Review Board pertaining to LNP's property off of Kimball Avenue. As I understand it, a question has arisen as to my client's right to use the unfinished road which runs in a northerly direction from Kimball Avenue to its property. This road runs along the eastern boundary of the Adelphia Cable Communications Corporation property. On August 22, 1989, the South Burlington Planning Commission gave approval to William and Davis Co. to develop what is now the Adelphia Cable Communications property. One of the conditions of the approval was that a 60 foot wide right of way be created running from Kimball Avenue to what is now my client's property. This condition had been carried forth from a previous approval of the Planning Commission on September 25, 1984 for the R.D.R. Enterprises. An Irrevocable Dedication of this right of way as a public road was executed on August 27, 1990 and given to the city. Along with that Dedication, deeds to the road were executed by the two owners of land which comprised the road. I am enclosing copies of the Warranty Deed of Robert V. Willis and Richard T. Willis dated August 27, 1990 (the western half of the road) and the Warranty Deed of Pine and Kimball Limited Partnership dated April 10, 1992 (the eastern half of the road). On November 12, 1996 the Planning Commission gave approval to Adelphia Communications Corporation for construction of its building. This approval kept in force the previous condition concerning the creation of the road. The dedication and deeds to the city are consistent with the approval granted to R.D.R. Enterprises in 1984. In fact, a plat was recorded in Map Volume 197, Page 59 on December 14, 1984. (See enclosed 2 pages showing that plat). That plat shows the road as a "60' ROW reserved for future street." (See road between lots 2 and 3). Mr. Raymond J. Belair April 9, 2003 Page 2 Based upon the forgoing it is my opinion that my client has the right to use the 60 foot right of way as shown on the plat for access to its property and for completing construction of the public road and improvements on its property. Firstly, the approvals of the City Planning Commission encumber the affected properties and make it known to the public that the right of way for the future street is required. Secondly, by deeding the street to the City the previous owners of the road have precluded the current owners of the adjoining properties from preventing the road from being used or constructed. Finally, since a plat was recorded in the land records, my client has obtained the rights to use the road and to complete its construction. In the case of Clearwater Realty, Co. vs. Bouchard, 146 VT. 359, 364 (1985) the Vermont Supreme Court held that lot owners acquire rights in all roads, streets, parks and other designated ways shown on the plat map unless a contrary intent is affirmatively shown. The Court stated that the object of that principle was "to secure persons purchasing lots under such circumstances as those benefits, the promise of which, it is reasonable to infer, has induced them to buy portions of a tract laid out on the plan indicated. (Clearwater Realty Co., supra at 364). Accordingly, I do not believe that any additional granting of easements, rights of way, or licenses are necessary for my client to access its property or complete the work required by existing planning commission approvals. Very truly ours, David H. Green erg, Esq. DHG/bbs Enclosure C/corres/2003 /Senecal WARRANTY DEED KNOW ALL MEN BY THESE PRESENTS THAT: ROBERT V. WILLIS of Williston, Vermont, and RICHARD T. WILLIS of Richmond, Vermont, Grantors, in consideration of TEN AND MORE DOLLARS, paid to their full satisfaction by the CITY OF SOUTH BURLINGTON, a Vermont municipality situated in the County of Chittenden and State of Vermont, Grantee, by these presents do freely GIVE, GRANT, SELL, CONVEY AND CONFIRM unto the said Grantee, its successors and assigns forever, a certain piece or parcel of land in the City of South Burlington, County of Chittenden and State of Vermont, described as follows, viz: Commencing at a point in the north sideline of Kimball Avenue, which point is the southwest corner of Lot No. 3 as shown on a subdivision plat prepared by Trudell Consulting Engineers, Inc. entitled "Plat of Land R.D.R. Enterprises, South Burlington, Vermont," dated December 1976, last revised April 30, 1984, recorded in Book 197 at Page 59 of the South Burlington Land Records; Then proceeding N13°26142"E a distance of 558.38 feet in the west boundary line of said Lot No. 3 to a point in the south boundary line now or formerly of J. Brown; Then turning to the right and proceeding S78°22150"E a distance of 30.02 feet in the south boundary line now or formerly of J. Brown to a point; Then turning to the right and proceeding S13°26142"W a distance of 554.41 feet to a point; Then turning to the left and proceeding S26°4512511E a distance of 15.28 feet to a point in the north sideline of Kimball Avenue; Then turning to the right and proceeding N66°5713211;1 in the north sideline of Kimball 11venue a distance of 40.43 feet to the point of beginning; - 1 - Being a portion only of the aforesaid Lot No. 3 and a portion only of the land and premises conveyed to Grantors herein by the Warranty Deed of RDR Enterprises, Inc. dated February 26, 1980, recorded in Book 158 at Page 367 of the South Burlington Land Records and by the Warranty Deed of Donna Willis Hall dated , 19 , recorded in Book 218 at Page 484 of the South Burlington Land Records. Reference is made to the aforementioned plat and deed, the references contained therein, and the respective records thereof, all in further aid of this description. The above -described piece or parcel of land shall be used for a public street, and for purposes incidental or related thereto. TO HAVE AND TO HOLD said granted premises with all the privileges and appurtenances thereof, to the said Grantee, its successors and assigns, to its own use and behoof forever; and the said Grantors, for themselves and their heirs, executors and administrators, do covenant with the said Grantee, its successors and assigns, that until the ensealing of these presents, they are the sole owners of the premises and have good right and title to convey the same in the manner aforesaid, that they are FREE FROM EVERY ENCUMBRANCE, except as stated above; and they hereby - 2 - engage to WARRANT AND DEFEND the same against all lawful claims whatsoever, except as stated above. IN WITNESS WHEREOF, the Grantors have sealed and subscribed this deed as of the 0-1-7 day of IN THE PRESENCE OF: W :Mu j'. STATE OF VERMONT 0 . n � n l \( U_ ��- RO RT V. WILLIS RICTiARD T. WILLIS COUNTY OF C��H""I''TTENDEN ) ss. At W in said county, this Q"T day of 19 , personally appeared Robert V. Willis, who knowledged the foregoing instrument, by him signed and sealed, to be his free act and deed. Before me, Notary Pu is My Commission Expires: Z Nf STATE OF VERMONT COUNTY OF CH,,ITTENDEN ) ss . // At W in said county, this &'7 day of 19410, personally appeared Richard T. Willis, who a knowledged the foregoing instrument, by him signed and sealed, to be his free act and deed. Before me, �� Notary Pub is My Commission Expires: B4.17.0814 - 3 - STATE OF VERMONT ) COUNTY OF CHITTENDEN ) ss. At &0 in said county, this X�day of 19 , personally appeared Richard T. Willis, who ackn wledged the foregoing instrument, by him signed and sealed, to be his free act and deed. Before me, B4.17.0814 Notary Pu is My Commission Expires:v - 3 - WARRANTY DEED KNOW ALL MEN BY THESE PRESENTS THAT: Pine and Kimball Limited Partnership, a Vermont limited partnership with its i principal place of business at 431 Pine Street, City of Burlington, County of Chittenden and State of Vermont, Grantor, i„--ideration of TEN AND MORE DOLLARS, paid to its full satisfaction by the CITY OF SOUTH BURLINGTON, a Vermont municipality situated in the County of Chittenden and State of Vermont, Grantee, by these presents does freely GIVE, GRANT, SELL, CONVEY AND CONFIRM unto the said Grantee, its successors and assigns forever, a certain piece or parcel of land 4n the City of South Burlington, County of Chittenden and State of Vermont, described as follows, viz: Commencing at a point in the north sideline of Kimball Avenue, which point is the southeast corner of Lot No. 2 as shown on a subdivision plat prepared by Trudell Consulting Engineers, Inc. entitled "Plat of Land R.D.R. Enterprises, South Burlington, Vermont," dated December 1976, last revised April 30, 1984, recorded in Book 197 at Page 59 of the South Burlington Land Records; Then proceeding N13°26142"E a distance of 558.38 feet in the east boundary line of said Lot No. 2 to a point in the south boundary line now or formerly of J. Brown; Then turning to the left and proceeding N78°22150"W a distance 30.02 feet .in the south bondary line now or formerly of J . Brown tc) a. ro _nt - The turning to the left and proceeding S13°26142W a distance of 542.35 feet to a point; Then turning to the right and proceeding S63°14135"W a distance of 12.91 feet to a point in the north sideline of Kimball Avenue; Then turning to the left and proceeding S66°57132"E in the north sideline of Kimball Avenue a distance of 40.43 feet to the point of beginning; Being a portion only of the aforesaid Lot No. 2 and a portion only of the land and premises conveyed to Grantor herein by the Warranty Deed of Williams and Davis Company Inc., dated August 28, 1990, recorded in Book 298 at Page 26 of the South Burlington Land Records. Reference is made to the aforementioned plat and deed, the references contained therein, and the respective records thereof, all in further aid of this description. The above -described piece or parcel of land shall be used for a public street, and for purposes incidental or related thereto. Mountain Cable Company, a Vermont limited partnership having a place of business at 18 Avenue B, Williston, Vermont, tenant of tine aforesaid Lot No. 2 under a Lease with Purchase and Sale Rights, dated June 13, 1989, a Notice of which is recorded in Book 280 at Page 50 of the South Burlington Land Records (the "Lease") has executed a counterpart of this Deed also executed by Grantor's predecessor, Williams and Davis Company, for the purpose of terminating tenant's right, title and interest under the Lease with respect to the piece or parcel of land described above provided that such termination shall be effective only upon acceptance of such counterpart and this Deed by Grantee. TO HAVE AND TO HOLD said granted premises with all the privileges and appurtenances thereof, to the said Grantee, its successors and assigns, to its own use and behoof forever; and the said Grantor, for itself and its successors and assigns, does covenant with the said Grantee, its successors and assigns, that until the ensealing of these presents, it is the sole owner of the premises and has good right and title to convey the same in the manner aforesaid, that they are FREE FROM EVERY ENCUMBRANCE, except as stated above; and it hereby E engages to WARRANT AND DEFEND the same against all lawful claims whatsoever, except as state above. IN WITNESS WHEREOF, the Grantor has caused this deed to be executed this 2 day of IN THE PRESENCE OF: PINE -AND KI1,4BALL LDIITED PA=RSHIP, By The Davis Development Corporation; Its General Partner By: Derrick Davis Its President and Duly` Authorized Agent MOUNTAIN CABLE COMPANY By Pericles Communications Corporation, Its General Partner By: Its —Vice President and (3 Duly Authorized Agent CITY OF SOUTH BURLINGTON f By: Its Duly Au Oo'r2i S'Agent 3 STATE OF VERMONT ) CHITTENDEN COUNTY ) SS. At Burlington, Vermont, in said county, this day of April, 1992, personally appeared DERRICK DAVIS, who acknowledged the foregoing instrument, by him/her signed and sealed, to be his/her free act and deed and the free act and deed of The Davis Development Corporation and Pine and Kimball Limited Partnership/ Before me: Notary Public My Commission Expires: STI'•TE OF -_'ENNSYLVANIA ) POTCR GQ UNt COUNTY ) SS. At -t cCl- 5 "O-t in said county, this _ day of 199 p rsonally appeared �i_/egoing Vice President who him her si ned and acknowledged instrument, by / g sealed, to be his/her free act and deed and the free act and deed of Pericles Communications Corporation and Mountain Cable Company. Before me: -- Notary Public v My Commission Expires: NOTARIAL SEAL STATE OF VERMONT ) JA-YN D. TEZIK Notary Public Coudersport, Potter County ) SS . M• Commission Expires Feb. 10. t CHITTENDEN COUNTY 96_ Z' At e` f` ,• `'— in said county, this f day of r99 -, personally appeared -� duly authorized jje nt' of thy-: 1. 1_��.� O f `�:"4th �ir,.ii. gton, who acknowledged the foregoing instrument, by him/her signed and sealed, to be his/her free act and deed and the free act and deed of the City of South Burlington. Before me: 4992p2/45 Notary Public My Commission Expires: G 4 R N o�.p_-----'— � ✓JL_ L f5� t�i Te Svc BEARINGS BASED ON N4 GN£T/C NORTH 1973 1 Tohan Dy V1. N•T. Dapl, Polca/ IB 3 hee15 •, rood Wnes oed deed rn//9]e .»_. o.. -1 o aswclPN wr•ww•n/ TC .ax T bw NY VI Mry. ' d••d ro1127 .4L •mre.AN AI.d P./w/ . (—Aim / 016/TAL EOU/P CORP t/ rz_^f-t )n of we N nnin j Con-,asi;.,,I /. MY CLERK'S OFFICE '.:1 t:m a. I 19 So. Burlington, Vt.k seb;ect to tl:e Mz, z • recevied for record at a 30 + v w ,oD soo ... _.. ::.�221n 5 Lf 59i':,A_ M., and recorded in VOL _r) l/w rrrl dag cf ,19 SC q 1a o_ s__ -- on page Attest rr —s City Clerk 30 I5 D 30 /00 :ra>r or fir! 11w —,.]a1 70 150 GRAPHIC SCALE » SZyNA A .N5'42'40" T. a691� lr"93m1 3.68 L'I 0""4£7del 7/ LVia. /w 5 }/ U N rh. W.., •, IAil /w/ /. 1. ".. IN h d c tI5y9 n M RDR. EoNTEPRPRIS INC. I. / QL /Plat , ph, c/ly 1 S..Ih Ic/uwalaw Lrw� A.ae.ec ThI! P"1 1. ae..d eA I— P,.1.. 11 NanIal •0 %O E�75 1 a rr.f �/n N( MS P, SD 0IN Sm IA Irrlbal{a� Land R. rn�ra. 21 wP.D. R. EA—F'1809 hyc., P"S.adlri.be', 4.1.4 /1-7a. w ewd 1• aw •cl I• Ih• N./ ., �1 I•rN .AO NIlII.I Ne1.: P`�iw.Ar1 P•.ih.aa .N N.Is.H. whs.. bae .. e•Ic.1•Naw. IIef IM .1I•be/ Irn.) �M. 8l/ah1 d/..r•woa - N ,.ad .- O(6/TAi EOU/P. CORP. Am so, RAY. • Y ITIES rN. PLAT OF LAND l moo. YL/�c aor Iz- R. D. R. ENTERPRISES SOUTH BURL IN6TON YE RNONT TRUDELL CONSULTING ENGINEERS, Inc O'Leary -Burke Civil Associates, PLC May 1, 2003 Ms. Janet M. Hurley Associate Planner 575 Dorset Street South Burlington, VT 05403 Re: Al Senecal Parcel, (SD-03-15), 65 Shunpike Road Dear Janet: Enclosed please find Elevation Drawings, a Landscape Plan with a Cost Estimate, a Construction Cost Estimate and letters from the abutting property owners stating LNP, Inc. has the right to use Adelphia Drive as an access. The total construction cost was estimated to be approximately $3,200,000.00. Using the City of South Burlington required landscape formula of 3% for the first $250,000, 2% for the second $250,000 and 1 % for the remainder, the required landscape costs was calculated to be $39,500.00. The cost estimate prepared by TK Landscape Architects was $42,595.00. If you have any questions, please call. Sincerely, Daniel V. Rexford Enc. cc: Al Senecal ZA200I \] 083\HURLEY-Ietter.doc 5 ANDREW AVE. SUITE 5 ESSEX JCT., VT 05452 PHONE 802-878-9990 FAX 802-878-9989 OBCA@PSHIFT.COM WR.29.2003 1:58PM OMEGA ELECTRIC P O Box 929 1159 Industrial Parkway BurlingWn,'VT 05402 I April 23, 2003 M . Al Seueoal C/o Omega Blectrie 25 Omega Drive Williston, VT 05495 Re: KimbaU Avenue K a. W. - City of South Bwiington NO.744 P.3/4 I have not consulted with my attorney regarding D& G:eenberg's opinion letter dated Aprn 9, 2003, however, I have no abjection to the use of the previously deeded right of way as access to your property. I underst=d that you wM be improving the road to become a City street, and that there is no int=tlon to connect this as a through strezt to Mston Road. I would Ilse to discuss the proposed improvements with you, as we would like to access the rear of our property from Adelo-la Drive in the future, foAr ingress as well as utility connection. Good Lucl;, amen .Foster ._•.• .�: ,.......��..._�..�..... _ _ `='r1— • ••T �.'r tI .. �.. ;^a..+r;.Y e��•-.�a-•.{rnoaw:c5'.�•q-,FiS� -'•-'APR. 29 2003 1: 58PM .. , OMEGA ELECTRIC *Ohia No.744 P.4/4 April15, 2003 Mr. Al Senecal C/o Omega Electric Construction Co. 25 Omega Drive Williston, VT 05495 Dear Al: We have reviawed the Apr! 9, 2003 letter from your attorney, Mr. Greenberg, to Mr. Belair. Subject to the exceptions in the last paragraph of this letter, we agree that LNP, Ina has the right to use the 60-foot wide road right-of-way, reserved as a future city street, which proceeds in a northerly direction from Kimball Avenue to the LNP, Inc. property. We understand that this road was previously deeded to the City of South Burlington. LNP, Ine.'s use of the road would include the right to access it's property from Kimball Avenue, as well as the right to complete construction of a portion of the road to meet city standards, and improvements on the LNP, Inc. property. We are confident Mr. Greenberg is correct. However, as you know, we have not consulted Vermont counsel on this matter. For that reason, if there should be any additional approvals required from the City Planning Commisslon, or publications required to make known to the public that the right of way for the future street is required, you agree you wi3l reimburse Adelphia. for all expeww, including reasonable attorneys' fees, Second, if it should develop that the deeding by the previous owners has not precluded the current owners of the adjoining properties from preventing the road from being used or constructed, or if you have not obtained all rights to use the road and complete its construction, you will reimburse Adelphia for all expenses, including reasonable attorneys' fees. We look forward to working with you on concluding this matter. Very truly yours, Robert L. Snowdon Vermont Area Mmager RLS/ckb 43 AdefpMu OM South Bxr Ntcn, Vr 05403 Phone (802) B58-3050 Fox (802165"8B NOTE) SIZES FOR PLANT MATERIALS SMALL CONFORM TO THE AMERICAN STANDARD FOR NURSERY STOCK AS PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN CAN51 ZGO.1) NCLUDNG CALIPER MEASUREMENT. HEIGHT MEASUREMENT. HEIGHT TO CALIPER RELATIONSHIP. HEIGHT OF BRANCHING, AND MINIMUM ROOT BALL SIZES. 51ZE5 5PEGPED N THIS 5CHEDLU ARE THE MINIMUM 51ZE5 THAT WILL BE ACCEPTED FOR THIS PROJECT. PLANT SCHEDULE QUANTITY COMMON NAME LW OFFICE / WAREHOUSE - ADELPHIA DRIVE 4-23-03 BOTANIC NAME SIZE NOTE UNIT PRICE PRICE 10 NORTHERN RED OAK Quercus rubra 2.5" C.AL.. B+B. MATCHED 450 4500 22 FREEMAN MAPLE - AUTUMN BLAZE Acer x freemad 'Autumn Blaze' 2.5" CAI. B+B. MATCHED 450 9900 10 GALLERY PEAR Pyrus cakryana 'Cleveland Select' 2.5" CAL B+B. MATCHED 450 4500 18 HERITAGE BIRCH Betuia nigra 'Heritage' 10' HEIGHT B+B, MULTISTEM 300 5400 1 TATARIAN MAPLE Acer tatarica 2.5" CAL B+B 450 450 9 AUSTRIAN FINE rims nigra 6' HEIGHT B+B 300 2700 4 SCOTCH FINE Firm sylvestris 8' HEIGHT B+B 425 1700 G SCOTCH FINE Pkw sylvestris 6' .HEIGHT B+B 300 1800 5 WHITE SPRUCE Plcea glauca 8' HEIGHT B+B 425 2125 3 WHITE SPRUCE Picea glauea 6' HEIGHT B+B' 300 900 24 COMMON LILAC Syrhga vulgaris 6' HEIGHT B+B. MATCHED 175 4200 14 DENSE SPREADING YEW Taxus x media 'Densiformis' 36" B+B 110 1540 48 DARK GREEN ARBORVITAE Thuja occldentaks dgra 48" B+B GOO 2880 PROBABLE COST OF PLANTING WITH ONE YEAR GUARANTEE NOTE, THERE ARE EXI5TNG GREY BIRCH AND WHITE FINE ON -SITE. LANDSCAPE CONTRACTOR SHALL EVALUATE THE CONDITION AND ACCESS TO THESE EXISTING TREES. IF IT 15 N THE BEST INTERESTS OF THIS PROJECT. CONTRACTOR MAY TRANSPLANT THESE EXISTING TREES AND SUBSTITUTE THEM FOR HERITAGE BIRCH. AUSTRIAN FINE. AND SCOTCH PINE ON A ONE -FOR -ONE BASIS. EXISTING TREE SIZES MUST BE EQUAL OR GREATER THAN THE SIZES SPECIFIED N THIS SCHEDULE. THESE 5U135TITUTIONS ARE SUBJECT TO APPROVAL BY THE OWNER AND THE LANDSCAPE ARCHITECT. CONTRACTOR SMALL USE A MECHANICAL TREESPADE SUITABLE FOR THE SIZE TREES BEING TRANSPLANTED. 642,595 O'Leary Burke Civil Associates, PLC 5 Andrew Avenue, Suite #5, Essex Junction, VT 05452 (802) 878-9990 Fax: (802) 878-9989 Senecal - A Planned Unit Development 65 Shunpike Road, South Burlington, VT by: DVR checked: PJO 1-May-03 ENGINEERS ESTIMATE OF PROBABLE CONSTRUCTION COSTS NO DESCRIPTION` UNIT JQTY. JUNIT COST COST 1 Hydrant EA. 1 $ 1,500.00 $ 1,500.00 2 Gate Valve EA. 4 $ 450.00 $ 1,800.00 3 Water Line (8" CL52 D.I.) LF. 426 $ 25.00 $ 10,650.00 4 Water Service EA. 2 $ 250.00 $ 500.00 5 Sewer Service EA. 2 $ 200.00 $ 400.00 6 Catch Basin EA. 5 $ 1,500.00 $ 7,500.00 7 Storm Pipe (12" pvc) LF. 630 $ 25.00 $ 15,750.00 8 Valve Pit EA. 1 $ 2,000.00 $ 2,000.00 9 Pump Station EA. 1 $ 25,000.00 $ 25,000.00 10 Road/Parking Sy. 9,500 $ 15.00 $ 142,500.00 11 Curbing LF. 2,264 $ 10.00 $ 22,640.00 12 Concrete Sidewalk Sy. 20 $ 20.00 $ 400.00 13 Utility Trenches and Conduit LF. 1,148 $ 6.00 $ 6,888.00 14 3" SDR 26 PVC Force Main LF. 966 $ 15.00 $ 14,490.00 TOTAL = $ 252,018.00 ESTIMATE OF BUILDING COSTS UNIT DESCRIPTION UNIT QTY. COST COST Office Space SF. 30,400 $40.00 $1,216,000.00 Warehouse Space SF. 45,600 $30.00 $1,368,000.00 Office Space SF. 8,250 $40.00 $330,000.00 ob3\ddrive\2002\2064\cost-est.As TOTAL = Site Work = $2,914,000.00 $252,018.00 TOTAL CONSTRUCTION COST = $3,200,000.00 NOM 'Ale FOR F MTERALS SHALL cOrfo TO THE AHEREAN 5TAIIDNm r« MARSOT STOCK AS R.6U5Hm By TE AMCNICJN ASSOCIATION Or IAISERTIOf CAMS! LfA15 M LUNG CALM HMNAf W. HOOT ICASLIROR, HpfXT TO 5ELD MI ♦F1 - CATMTOILT 51 -MC M( RELATgMYf. HOOK Cr BIANCHM AND MNLLM ROOT SALL SIZZ& SOLS bMGM H THIS SCMM .E ARE NE MIMM W15 TAT FRlRC dUNOIES AS MEMM / -- f« ALL DSTLImm AREAS HOT SPLCrVV FORM 02 «- 53 WILL Be AC 0MM FOR THIS ROICT. RLRBM TAL' " rrrC WIGS - —SON SMALL BE LOOSE OIOIXJf TO RIeRr SEED NAAFI x or MKT Le NT/MM fL16WAL1ON PLANT 5CMEDULE CLAKT r COMMON NAME BOT_ IWE SIM NOR 10 NORTMON RED OAR G, M — 25" CAL 6a0. HATORD 22 FREEMAN MAPLE - AUTUN BLAZE Acr i f— •Av M-A, 2.5' CAL. Dab MATOCD 10 GALLERY FCAR FW cWy TAMRIRN Sr V 25" CAL 646. MATOED 15 MOBTAGE SROM B4euY NrI m rftw' 1d HEIGHT 645. MLTSTEM I TATARMN 25" CAL B ay I AU6T1%`h F E r- AfrR r HEIGHT eae 4 SGOTOf PK rM. AyNFtA a' HEIGHT 545 G SGOrw MC rM. yt-" r HEIGHT 6a6 5 WMR SM6KE rY o- r M]WT M5 3 MET SHS= rWR B. r HEIGHT B45 24 GOMTON LAAC 'sr" 1-v_ r HEIGHT eaa HAT04M U mm srQADR1G TM T- 6a8 b DARK G ARsORVTTAE TN} xctlstW Nrf 46' DM DIG TREE m OLAN[TCR °Ar 'r MCflCa N Au UREGTgXs A � ►TIM TREE PLWING LBORT ROf1UL1IT fLLwa6 zu-]Bx 6!R SG1 10 o am N ��T MTORY O rWI rtYAI tOA ] 6ss TWO 1KS WOEE MAN R' S AM STARS MAY a OCLETCD ' CUTTER rERORl4L RYLwee 2«-30x Ox MANEIQ OF ROOT BALL / IqT GT TO 5 ' I I COIrl1 LOCATM N rAREEIlGT rmm TO M1MM XARTAH HARD RSCLE 15A_ 40A e iry[u rwR���r rRO� �Np A"IST AS N®m TO AVCV CONMCT WITH LfGM M Lw VwmS 1/2 R ♦ eYTUSC 6♦SlacT IaWSGAPE ARGWRGi - - f HATTER Leas NAM O. oMKTER I c]J r rUl'pA'ooD aTAQs r'Cm a®e LE66 h141 01x oo°rT1m OIANILED FOR N6ELr AM OfaGSC RSMrAPRI 4' IAYCR FDA SNRCDOCD DARK MA.Ot BUOY SAH I«RE ARROW 'ICED M( #2 - ATHLrnC nMD SLED ML TON5TRUGT 4' RAMM 501_ RNG - - �. 2m000 N• BR`A'EM BUILDING AM NORTH ROFCRTT LK O I—T WATER TO ROOT 5ALL _ Ym iNIN E x or MIXiLRL HNRM G[AfYTfOH ' g LOOSE CUT. a REMOVE SAD ♦P FROM TOF / IVTRA F@CMSAL RYEw56 2 -35x AOx 2/J OF ROOT w.ii LUr a I[OLOK TOF L3 Or I CALOEC Rm R50.0 3«-40x bu TRAlNG QS_S a MSPRS. I�; • 'OLGIOOKN RLpRUGR Dlll fOA-2Dx - SAGPLL MTM ARR°VED TOF50L « MX-2 MIRfC GLOYR x ML ARROVED MRTLR OF TOY5CE AM L01T05i SRAMT ' E TO TIFF M0,TCT IJIOSLAPF ARGTTCGT MOT MATTER as MINI 3x FOR —MAL 45OR TO FLANTMG W® SQOS ass THAN 0.12 COMFACT BAWLL AROLM Met OF ROOTBILL f« 5TA5111Y. ALLOW QMANIG BAORML TO SETTLE NATLIRAl1.Y «T- LIGRLT. W CHELSEA SEED MG # 3 - 5TORMWATLR BA5H5 CONMUNICATIOVS INC. 115NG THE Tft" MAIM As A OAX N/r OF MxTIATL IRrRM ClIDWTI« -- _ N WELL MAter, BOILS. PLANT THE TREE I MG MIP STOGI 2Bx-35x e5x T TIE DPIM AT WHO,? THE TREE MAD 1RTLL rtu S. 25x-JSx BDz Iti ^ rKV10USLT GROWN s B.ACNW[11 SWffGlwSs 2Bz-J6x WZ ' N FOCRLT GRAMM 6CLS, RAIS[ THE TRUW FINE AND ROOT BALL Lr TO 4 FCW6 J 0 LDS POR ACRE ABOVC FIRMED CRAM IAL HOM NIM ARE rA TM G SPOT AM WINE MC CN-Yrt. wox♦F[ Cp RACT« SMALL 110i' MACH WITH cMorr'm MAY TO Apr, Ap«IOfY1 rCADOw w5 EVALLAM THE COMMON AM ACCE55 TO NEU "STING TILES. r R IS N THE BEST HRRSTS � �- '-•. ' � DIG THE TREE m TO A OWN THAT ALLOWS _ � 40 WILDFLOWER H W r0120 M THE MT Or TMs FROXOT. CONTRACTOR NAT TRAHSIUM TE5E MTMG TREES MC SLasTTM Tbf THE ROOT BALL TO Nf ON UQ61LRBm SOIL _ _- -_ _ r« MOBTAW BIS:fI AU6TRMN Mi AND SCOTCH FINE «A OMIT«-CNE M516. EASTMG TREE TO REVEM FUtLM SCTTUM11W. R' 'x. SIZES MAT BE EGLLAL OR GRATM THAN THE SKE6 BRO► M M TMa SOIm11L THESE a1.5aTITUTGl5 UARE se �T� TwyX �� AHULA� � G�T« Sn. 1 TREE PLANTING 120 KIMBALL LLC SPENCER W. A - i 350'� . NANCY L. BANER NIP' calm mm 16 lit 6® 14 p ' NRORt aTORAfl x BL ID o rn iiC nmcl O COIIQ ,mfZ a IF AS DARK Off ARDOErTAE NqM ..0. ..0. . O L- .gSEPH S. A ._ STORAGE \ AYCE M .1J0 N�IONT� MI1 \♦, ZAXNON , y��5 ] rR@YN FlAIIl ] CALLCO FEAR \ N/T Sr __ L' ON rAlll'!R SV «GO1RR 1TSD pO1rTC�TpR •.. OFFSET B' FROII w" a VOSNT %OFFYT D' IRON C m \.\ TLW � 42 °N CAROL ' ' Cr,11TEE NM RILAIOD - -_ - SR RAC4I H4 OOKQ NN WA10►' 5 . �1R- I X SRs uSFRIu Co. a FIMOM MAML RACK 42 GC11GL I IRO ADJLST LOCATIONS 12" CEDAR =I. 1 ,I OIIs[ CSMTEE IDr� 01 IA L: AS HEEDED TO PROVOC (25' HIGH) ' ♦ ft7RTAfi lb¢ I 1 HAI, Ir� rr J _ ] CALM FUR •'/ j: LTEx a •Ru«c r« ��6M GEm ' PINE' - _ ,c' / / I• J 94 GOMfON LRJE _ �� _ ON N {jjj Q N EO"sSPRUCES - - _ - _R fTSRr OIICL SNCC - Z? ` \ • - _ %. Q (14-CM) ---�------------' -- - WAIL S .. gJr)IS • OLLIK DA \ _ - \COMFLr6Alpy BK %0 SOOTo1 wEAtIDNe :/ : - - \ ' L \ `\ `\ • ' ` Zr.• , `;\ ' h BEST 60EEI016 FOR BASSETT MEMOCt CORDON E k- ELAIIIE J A BASSETT DVERNEAO B /'LOApNO DOOR (ImJ I - � � TATMWI MLRL. _ SEW m( 5R 1 N ISL.MID - R AIMILM FCC e® FNTLME jA4T 2Ro5o Sir . — _ a AL»TRNN ./ i / 1 t _ 1 AUSTRBN FM PAUL H. CHGNIERE 4�, Z 1 N/f ] MNfI SPRUCE GMlTEE ICIY� EIIGL.OSLRIE -.r ?yo\ ! ! CON5TRLIGT 3' 6AIXCR RM AROLRID [AONf RANI I Y LAYER Or ArROVm aHIGDOm D♦ID( 2' pinRl JO17 V&USTON BROAD LLC - / �� CON115A1o115 LATER MTIOI USm INSIRSD BEDS LMERLAY WITH BLACK WEED BARMEX FABRIC AT SNI DUTNf RN \ LO � pLgLL,TO �J MON50NON EARP. nT XHRCH 51RM 1 a - Cam m ewtuLml Nf / i • ♦0 PRPVIOUSIY EXISTING BUMOVLL •LDINC SOWN APPROVED TOFecA —TNG IRTL 1 WTH _. _ _-__ •�\ G�IWiRM SHRUB PLANTING ` Hrs T•Ki TK Landscape Architects IAIIDY.ML ♦IIO� ♦ 51TC FiANN1G 133 BLAMY ROAD. 5LJrr 203 COLCN STM VERMONT 0544G D02-BG4-7643 rAx-002-BG3-636m E-MAL- tkWd•togthr.nt a OM / AFRKdNT C/O AL SORLAL 25 OR_ DIDV[ Y411STM VIUMNi OS 5 ROICT ENL , O1lA1RY a DUDtE O Ae—ATE. ML 5 AMQW AVRML. SLAB 5 E5SE AEIGTIOM VEI6fONT 802-07D-•1P9D NOTrS, L FRIOR TO M"MO THE CONTRACTOR SHALL GONTAGT M-MR AM THE FRMECT ENrXu TO V 0FY THE 'A5 r LOCATIONS Or umEErAecuo LITLTTRS. THE M" T LANDSCAPE ARGMRCT 51 111 W AM AFROVE PROROSED NOOIGATIONS TO THIS FLAN AS HaMV TO AVOID COIILCTS WITH AS-BLLT' LMLTY LOCATIONS. 2- PLANING PLAN IS GRAMN ON A GOTM, 5" MAN SASE PREPARED BY OTEART BUBCE LNL ASa TES. 3 M r^4o�'.o.•yl�ul o fu w N PLANTING PLAN LNP OFFICE / WAREMOU5E AI)ORAA ORNE SOUTH OAEIGTOH VLA'1GIT . PRO. CJOT SCALE AS 5HOM'M 23 03 L-1 I I.L CIO Z_ 0 N J N W ct WEST ELEVATION Y HmEAYEEEKDf0 HMFAIN RMW-WJ, O IQ JQ KQ LL Q . e_ 3Ey. nc4 ! I -- FETAL 81QND EErLTD I I I I i:, s�+,-�': KIPS PANEL p� irv. nxs I `� pLprM W*CC J N ALU'I W FRAM —r. �-' 7 .. [ �� 7. T`i` ...+4�..LI� �_-, _ i �-��� ,'�7-Li,.-.T2'� !_rr 1 - = � jt •QE J rFl 1LL'i2 `r I II�L. .,c 2 I SOUTH ELEVATION s 456 Z O W O 3 0 3 NORTH ELEVATION = PARTIAL EAST ELEVATION Q W WWc IVII Q Q 1 I I I I ( I ! � I I I I I I I I ! scale as Noieo I dEA,,E �,yt..Q I I 1 I i I ! I I project no. r -Y------- ! I drawn by W9. LOM' EAVE ELEV. 2r-W r_ _ `T .;-�z -. �,_ .� �,- - _ �C 53 'r ._ ' .2. — ---- date 4-l-09 3 _ .- r 34rx? s - ems- r_ u� , c s F ; -- - _ ,_.., :-•5 ,,-. ,, ��_ �-_=_: �r��'. tom. _ � ._ 4�F _:- ..�-� �_ �.. _.yr__: z. ...... ,;�-x.-.�.. - .��-: -�.. x..�:3:s._`�`�s-.��s�fr.4 �-.y _... _ >Y. _ _-. _ :?=>x:h. file E-EL and tan ELEV Mr w 10 R. F R B.Ey. mcr-w 4EAST ELEVATION ELEVATION d—q. no. A4.1 Pet �-f No Text APR-8t3-.t003 01. :159 FM O^ LERRY-SURKE C I V 11_ 302 BTP 9989 F. 07 Permit Number W—% CITY OF SOUTH BURLINGTON APPLICATION FOR PRELIMINARY SUBDIVISION PLAT REVIEW All infonnation requested un this application muat he completed in full, railure to provide the requested in+ormation either on this appiication form or on the plans will result in your application being rejected and a delay in the review before the Development Review Guard, 1) OWNx ,R OF RECORD (Name as shown on deed, mailing address, phone an(i. fax #) =Nf. Inc- d .t l Sc nc=eel 25 Ozxwwei Drive Mi-slon, VT 03495 G) LOCATION OF EAST R};:C"OIZDED DH,ED (Book and page #) x, 517 Pal lc b45 3) APPLICANT (Name, mailing address, phone and fax 4,1) LNP, Inc;. �_ d�Sc�neccal 0,n4:& Drivr Willisloell PT 0495 Phone: (Y02) rS 2-1 -19 4) CONTACT PERSON (Name, mailing address, phone and flax #) foul O 'heart, �?uLkRrar& 001 N.euriurc=s' 4ndr;e=iv.4ve ,Sujiy 401 Exvex A4nvrlvn, CST 03452 5) PROJECT STREET ADDRESS: 65,5hunoiku Ro(d S(,, Lrrlirr�t��n [�T 05403 6) TAX PAR("'I-;I, ID # (c,a.n be c7ht�lined ut Asscwtior's t)flicc? 3-l-UI5do.00w;j, L Phon�SI)2) 878-9990 APR-30-2eO3 e2:Oe PM O^LENRY-BURKE CIVIL 802 878 9989 F.03 7) PROJECT DESCRIPTION a) Existing uses on Property (including description and size of each separate use) AYA - Thin nurrc"I„I;s currently ert7cicjvclunecl h) Proposed Uses on property (include description kind st7.e of each new use and existing use,; to remalin) Thi.+' rro va curtst5'la' rt� " �r�.+1f°actin r u v 8.250 ,w uur'e > > ice htri/dlr7 r anc!anc� hU ,Y!IlJ .+'utrurc� ,�)f)1 nt1'.Xetd id1"c>�Girn>7, cr�n,sisdln�r cr n� jc'c" a�tci rwcrrc; 1cru,sc� s �uc'c�. c) Total building square liootabe oil property (proposed huildings and existing buildings to t'Lamiin) L. ro ngr1 a ice ht.rilch 1 n+•upow(f rfa� t.r.+e frt,rrlcli — fili -Y00 ,S, F, Drat = t59 0 d) Height oi'bui,'dir,g & ilurrtbcr e>f tl0orti (proposed building,, .aid c;xiwting buil(iit)gs to rciTtain, spccifv ii`basement and mezzanine) 1 hLjLropnsecl () cec biyilyding YY Yl he ottc, .+Ir,r,y. The Grp ru,+�ca(d yrii.t:t<c! t;,sc' hurlaalrr�- r, ill he ? .ctrar ic.s anti de.ts' tl cart Jl feet huh. e) Numhero fresidential units (if applicable, new units and existing units it) t-etnail,) AX4 —Thi.+ Is cr c'runrnet°c.'iul rc� -c'c'!. 1) Nt4mher of ernptovices & cotrtpany vchicies Iekisting anti proposed. note office versus hurt-erff cc Employees) -.155 e2'ce cam. Ire e.E 38 650 S.F 250.S',V 'enz ios-e -„ 4 wur°ehvtr.+•c, ern 7lnvevy 4 comnuny vehicles g) Other, (list ally other inFornititit?n pertinent tt' this applic tiun not specilic�jliy requested above, Please note il'Ovcrlay Dioricts aarc applicable) g) List any changes to the subdivision, such as property lines, number of units, lot n;erg,crs, etc.; ti'rc CrAller lellet, lbr li,+'t of'c•hvn 2 APR-30-2003 02:01 PM O'LEARY—BURKE CfVIL 802 878 9989 P.04 8) LOT COVERAGE a) Building: Existing % Proposed 16 (J.L"/n b) Overall (building, parking, outside storage, etc) Existing ()L Pronosed x 0 Front yard (along each street) Existing; r;+' ; Proposed " 9) COST ESTIMATES a) Building (including interior renovations): 2. I(J6, 9f1P) 1)PJ b) Landscaping: S 31 P).00 c) Other site improvements (picase list with c(ist): 3 " .SIaR 26 P V(; firrc�� mai 966 ')-11 i�fJ Ofl 'urn 'S 1 ' - 25 UOU OPi Yalu l ^� 000.00 2 D.-f water line 426_'L___..�$ III, 65(). 00 We er .s'erviees (2) - Gale lledves 4' - ' 1A,drant 7 - , " 1 5O0 00 )2 ' (") - �— 15. '7j f1 f1Q `S7 50tk 00 C.'ri1 ill !r ��rtcilc�.� crrrc! c o��cirr(r 1 148 S6 888 00 /clout! be [TIN ane.11 c.rr•kl ng /r}• 5rt(� 5),1 - S14 ,S00.00 r le S'icle►,2f1 1 4i'i 5 Of1(tPJ Total - 18.00 l()) E!;T MATED TRAFFIC a) Average daily traffic for entire property (it: Lind i)u!): 998 Tr,in,y h) .A.M, Peak hoar for entire Property (in and out): 76_ Trips c) P.M. [leak hour for entire property (In and oui): y1 T, 1 1) PEAK HOURS OF OPERATION- ^; f10 I'PJU 12) PEAK DAYS OF OPERATION: llrm( :n' (ha(m/( Frig �:rt 0) ESTI"v1ATrn i'ROJFf -CT ((.)%1PI.F 1ON DATE� 200) 14) PLANS AND FEE Plat plans Apil by suhtritted whi,; show; Iltc tnthrlti,1ti0j1 1'-aIc.i can F'01ibit A,Itradit:d. Five (5) rcrULu"si.e Wpics and are PGL{tlil(1 copy C l "" X i 7��) Ol'lIlL j�18115 Itllitit ii� lJhftllit�l�. l� kll��lil!'iklili' <ttYl�[1�3fi��11 [er r;1i;711 ire h,t'd tt, t[Ic City dl t(Lc time cX,,ubtniving, the. f'w it plat applicafiov (,,re E'xhibil a,). APR-30-2003 02:01 PM O•LEARY-EURKE CIVIL 802 878 9989 P.05 t hereby certify- that all the int'ormation requested as part of this application has been submitted and is accurate .o the best ot'my knowledge, GNATU ®F A_PPLICAI SIG: ATURE OF PROPERTY . ER Do not write below this line DATE OF SUBMISSION: I have reviewed this preliminary plat application and find it to be: Complete C Incomplete Direettir of Planning & Zoning or Designee Bate 4 0000 PIONEER ENVIRONMENTAL ASSOCIATES, LLC. P.O. Box 354 Vergennes, Vermont 05491 (802) 877-1380 BILL TO City of South Burlington Att: Mr. Ray Belair 575 Dorset Street South Burlington, VT 05403 Invoice DATE INVOICE NO. 7/2/2003 4056 FAST DUE DEC 10 2003 Please Remit P.O. NO. TERMS PROJECT NAME PROJECT # Net 30 LNP Review 03023 DATE ITEM DESCRIPTION TIME RATE AMOUNT 6/4/2003 6/12/2003 6/25/2003 6/25/2003 6/25/2003 6/25/2003 523 SWD 102 SWD 103 SEG 102 SWD 204 SWD 209 JAN Post E-mail communication File/document review Meeting/in-house File/document review Letter/memo writing Review/revising -It® Fax Note 7671 Date 4 pages � 0.3 0.2 0.3 0.3 1.5 0.6 36.00 36.00 55.00 36.00 36.00 100.00 10.80 7.20 16.50 10.80 54.00 60.00 To / A From Co./Dept. Co. Phone # Phone # Fax # Fax # Billing Period: May 30, 2003 - June 26, 2003 Total $159.30 PIONEER ENVIRONMENTAL ASSOCIATES, LLC. P.O. Box 354 Vergennes, Vermont 05491 (802) 877-1380 BILL TO City of South Burlington Att: Mr. Ray Belair 575 Dorset Street South Burlington, VT 05403 Invoice DATE INVOICE NO. 7/2/2003 4056 PAST DUE SEP 0 4 2003 Please Remit P.O. NO. TERMS PROJECT NAME PROJECT # Net 30 LNP Review 03023 DATE ITEM DESCRIPTION TIME RATE AMOUNT 6/4/2003 523 SWD E-mail communication 0.3 36.00 10.80 6/12/2003 102 SWD File/document review 0.2 36.00 7.20 6/25/2003 103 SEG Meeting/in-house 0.3 55.00 16.50 6/25/2003 102 SWD File/document review 0.3 36.00 10.80 6/25/2003 204 SWD Letter/memo writing 1.5 36.00 54.00 6/25/2003 209 JAN Review/revising 0.6 100.00 60.00 o Billing Period: May 30, 2003 - June 26, 2003 Total $159.30 PIONEER ENVIRONMENTAL ASSOCIATES, LLC. P.O. Box 354 Vergennes, Vermont 05491 (802) 877-1380 BILL TO City of South Burlington Aft: Mr. Ray Belair 575 Dorset Street South Burlington, VT 0540" 6/30/2003 6/30/2003 7/1 /2003 7/1 /2003 7/1 /2003 7/1 /2003 P.O. NO. I TERMS Net 30 ITEM DESCRIPTION 101 SWD Coordination 209 CPC Review/revising 102 SWD File/document review 504 JMW Document format/edit 512 JMW Letter/memo-final 518 JMW Distribution/fax/mail PROJECT NAME LNP Review TIME Post -it® Fax Note 7671 Date To �/� (f From Co./Dept. Co. Phone # Phone7rn Fax # Cf Fax # 0.2 0.3 0.2 0.4 0.5 0.5 Billing Period June 27, 2003 - July 31, 2003 Total Invoice DATE INVOICE NO. 8/4/2003 4142 PROJECT # 03023 RATE AMOUNT 36.00 45.00 36.00 30.00 30.00 30.00 7.20 13.50 7.20 12.00 15.00 15.00 $69.90 E PIONEER ENVIRONMENTAL ASSOCIATES, LLC. P.O. Box 354 Vergennes, Vermont 05491 (802) 877-1380 BILL TO City of South Burlington Aft: Mr. Ray Belair 575 Dorset Street South Burlington, VT 05403 P.O. NO. TERMS Net 30 1 DATE ITEM DESCRIPTION 6/4/2003 523 SWD E-mail communication 6/12/2003 102 SWD File/document review 6/25/2003 103 SEG Meeting/in-house 6/25/2003 102 SWD File/document review 6/25/2003 204 SWD Letter/memo writing 6/25/2003 209 JAN Review/revising Billing Period: May 30, 2003 - June 26, 2003 i PROJECT NAME LNP Review TIME 0.31 0.2 0.3 0.3 1.5 0.6 Invoice DATE INVOICE NO, 7/2/2003 4056 i PROJECT # 03023 RATE AMOUNT 36.00 10.80 36.00 7.20 55.00 16.50 36.00 10.80 36.00 54.00 100.00 60.00 Total $159.30 PPIONEER ENVIRONMENTAL ASSOCIATES LLC. , 48 Green Street, Suite 2 - P.O. Box 354 Vergennes, Vermont 05491 Phone: 802-877-1380 Fax: 802-8 77-1385 email: pioneereoqsover.net Website: www.pioneere.com CONSULTING SCIENTISTS July 1, 2003 Mr. Errol Briggs Countryman Associates 868 Winch Hill Road Northfield, VT 05663 RE: Proposed LNP Development Site 65 Shunpike Road South Burlington, Vermont Dear Errol: This letter is regarding Pioneer Environmental Associates, LLC. (Pioneer) site visit conducted with you on the proposed LNP development site at 65 Shunpike Road in South Burlington in early May 2003. Subsequent to the site visit, we discussed a section of the property where I assessed that a small area of wetland is present which was not mapped. This section of the property is an area that has been enhanced for drainage by ditching and is contiguous to two other delineated wetland features (see enclosed map). The subject area is approximately 90 feet long and approximately 4 to 5 feet wide, and does not appear to be of any functional significance. Signs of wetland hydrology and wetland vegetation were observed during the site visit, and given the landscape position and contiguity with two other wetland units on the property, hydric soils are most likely present. The most recent mapping Pioneer has (dated May 13, 2003) from O'Leary -Burke Civil Associates, PLC (O'Leary -Burke) for the project does not show the subject area to be mapped as wetlands. Until either it is determined that one of the three mandatory wetland criteria is lacking from the subject area, or on - site determination by the Vermont Agency of Natural Resources and the United States Army Corps of Engineers concluding that the subject area is not a jurisdictional wetland is conducted, Pioneer disagrees with this aspect of the existing mapping. Other than this small portion of the site, I feel the delineated wetland boundary shown on the May 13, 2003 mapping from O'Leary -Burke depicts the extent of wetlands on the property with reasonable accuracy. I am hopeful that this issue can be resolved expeditiously so that the project applicant can appear at the August 5, 2003 town development review meeting without encountering additional or unexpected wetland concerns. Please contact me with any questions or comments that you may have. Sincerely,, i, LnW. ry' SeaDo Wetland Scientist SW D/jmw Enclosure cc: Mr. Ray Belair Mr. Paul O'Leary FAPROJECT\03023 South Burlington LNP Development Review\Briggs.11.doc ;« ` i � 0 PIONEER ENVIRONMENTAL ASSOCIATES, LLC. P.O. Box 354 Vergennes, Vermont 05491 (802) 877-1380 BILL TO City of South Burlington Att: Mr. Ray Belair 575 Dorset Street South Burlington, VT 05403 I DATE ITEM 4/22/2003 5/2/2003 5/2/2003 5/2/2003 5/2/2003 5/2/2003 5/5/2003 5/5/2003 5/6/2003 5/6/2003 5/6/2003 5/6/2003 5/6/2003 5/7/2003 5/7/2003 5/14/2003 5/23/2003 5/27/2003 5/29/2003 5/5/2003 5/5/2003 5/5/2003 101 JAN 216 JLS 301 JLS 304 JLS 102 SWD 101 SWD 029 SWD 116 SWD 067 SWD 106 SWD 523 SWD 103 SWD 103 SWD 106 SWD 214 SWD 106 SWD 102 SWD 106 SWD 106 SWD 888 SWD Soil Auger Disp. Ca... Invoice DATE INVOICE NO. 6/3/2003 3992 L-___ -- Post-i Fax Note 7671 Date pages To L /G ALf [�^W� From jd �P Co./Dept. Co. Phone # Phone # Fax # a Fax # P.O. NO. J TERMS PROJECT NAME Net 30 DESCRIPTION 1Coordination Map creation Data download Data analysis File/document review Coordination Wetland delineation Meeting preparation Field prep. Telephone consultation E-mail communication Meeting/In house Meeting/In house Telephone consultation Study plan Telephone consultation File/document review Telephone consultation Telephone consultation Labor subtotal Mileage - SWD Soil Auger Disposable camera --- -- -� _ _ -- _ L - -- Billing Period: May 2, 2003 - May 29, 2003 LNP Review TIME 0.4 0.5 0.2 0.6 0.8 0.4 5.5 0.5 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.6 0.2 0.1 0.2 Total PROJECT # 03023 RA� AMOUNT 100.00 36.00 36.00 36.00 36.00 36.00 36.00 36.00 36.00 36.00 36.00 36.00 36.00 36.00 36.00 36.00 36.00 36.00 36.00 0.36 20.00 20.00 40.00 18.00 7.20 21.60 28.80 14.40 198.00 18.00 3.60 7.20 7.20 7.20 7.20 7.20 10.80 21.60 7.20 3.60 7.20 436.00 3.60 20.00 20.00 $479.60 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 August 1, 2005 Paul O'Leary O'Leary -Burke 5 Andrew Avenue, Suite 5 ESSex Jct., Vermont 05452 Re: Adelphia Drive Dear Mr. O'Leary: Enclosed is the agenda for next Tuesday's Development Review Board meeting and Staff comments to the Board. Please be sure that Someone is at the meeting on Tuesday, August 5, 2003 at 7:50 p.m. at the City Hall Conference Room, 575 Dorset Street. Sincerely, R ." m Blair Administrative Officer Encl. O'Leary -Burke civil Associates, PLC April 9, 2003 Ms. Janet M. Hurley Associate Planner 575 Dorset Street South Burlington, VT 05403 Re: Al Senecal Parcel, (SD-03-15), 65 Shunpike Road Dear Janet: We are writing on behalf of LNP, Inc., c/o Al Senecal, to request combined preliminary/final plan review for a Planned Unit Development on a parcel of land in South Burlington, located north of Kimball Avenue and south of Williston Road. The staff notes and comments have been reviewed and the following changes have been made: 1) The plans have been revised to include calculations of front yard coverage. The front yard was calculated as being where the 60' R.O.W. is abutting the southern property line. We are requesting a waiver of the maximum front yard coverage of 30%; 2) The plans comply with the requirements for preliminary site plan review pursuant to Section 14.05 of the Land Development Regulations; 3) Evidence of property rights that enable the applicant to use Adelphia Drive as an access will be forwarded shortly; 4) Comments of the City Engineer: 1) The plans have been revised to include two cleanouts with the force main; 2) The plans have been revised to provide a large enough easement to give ten feet beyond the edge of pavement for snow storage at the turn around; 3) It is understood that trees must not be planted on top of water and sewer mains; 4) The detail provided for the pump station is a typical detail and no problems have been experienced in the past with the pipes freezing; 5) It is understood that George Dow of the City Sewer Department shall review the pumping station design; 6) The electrical panel box will include a 110 volt outlet; 7) The sewer pumping and force main will be privately maintained by the owner; 5 ANDREW AVE. SUITE 5 ESSEX JCT., VT 05452 PHONE 802-878-9990 FAX 802-878-9989 OBCA@PSHIFT.COM Comments of Staff 5) The applicant has contacted the South Burlington Water Department. It is understood that their approval is required and that final water allocation must be obtained prior to final plan approval; 6) The plans have been revised to show electric and telephone lines as underground; 7) The stormwater drainage plans comply with the Vermont Stormwater Management Manual for Watershed Improvement Permits dated April, 2002; PUD Review 8) The South Burlington Water Department has been contacted in reference to this project and water allocation is pending. An application for Wastewater Allocation has been submitted to the Director of Planning and Zoning; 9) A qualified wetland consultant has been notified of the need for additional delineation. The analysis will be forwarded upon completion; 10) Upon completion of the wetland delineation, plans will be forwarded to the South Burlington Natural Resources Committee for review. Any wetland encroachments will comply with Section 12.02(E) of the Land Development Regulations; 11) It is understood that the plans must be reviewed and approved by Fire Chief Doug Brent; 12) The plans have been revised to show the rear light pole above the rear parking spaces, adjacent to the dumpster enclosure; 13) The plans have been revised to show an MTC cabinet and locations of AC pads along the sides of the two buildings; 14) Elevation drawings are being prepared and will be forwarded shortly; 15) The plans have been revised to demonstrate compliance with the minimum parking requirements of the proposed Land Development Regulations. Revised parking requirements are included on Plan Sheet #1; 16) The plans have been revised to show the percentage of the parking area that is proposed to be landscaped with trees, shrubs and other plants. At least one deciduous shade tree of 4" caliper at 6" above ground has been provided for every 3,000 square feet of paved area; 17) A detail for the curbed and landscaped islands has been provided on detail sheet #5; 18) The plans have bT� revised to show proposed snow storage areas; 19) The landscaping plans have been submitted to a professional landscape designer for a proposed landscape budget and will be forwarded shortly; 20) Comments of the Public Works Arborist: 1) The plans have been revised to substitute Kentucky Coffeetree for the previously proposed Summit Ash; 2) The plans have been revised to substitute Tatarian Maple for the previously proposed Crabapples in the parking islands; 3) The cultivar `Chanticleer' has been specified for the callery pears along the building; 4) The plans have been revised to indicate the white pines on the east side of the property as being 20' on center; 5) Changes have been made to the tree planting detail: • The plans have been revised to specify either rubber bungee type ties or a flat, soft woven material be used when staking is required and that the stakes be removed after 1 year; • The note to amend backfill soil with fertilizer has been removed from detail sheet #5; • A note to plant trees so that the root collar/trunk flare is at or slightly above finish grade has been added to detail sheet #5; 6) The Landscaping Specifications have been revised to include a 10-10-10 ratio for the application of 500 pounds of fertilizer per acre. I.T.E. Trip Generation Calculations and Lighting Cut Sheets have been previously submitted. Please find the following attached information: 1) Final Subdivision Plat Review Application; 2) Five (5) full size sets of the Final Plans; 3) One (1) reduced (I I" x 17") set of the Final Plans; 4) A fee of $85.00 ($75.00 fee + $10.00 recording fee) If you have any questions, please call. Sincerely, Daniel V. Rexford Ene. cc: Al Senecal Z: \2001 \ 1083\finalletter.doc Permit Number SD- 0 3 - 2'lj CITY OF SOUTH BURLINGTON APPLICATION FOR FINAL SUBDIVISION PLAT REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) LNP, Inc. c% Al Senecal 25 Omega Drive Williston, VT 05495 Phone: (802) 862-1579 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 517, Pam 3) APPLICANT (Name, mailing address, phone and fax #) LNP, Inc. c% Al Senecal 25 Omega Drive Williston, VT 05495 Phone: (802) 862-1579 4) CONTACT PERSON (Name, mailing address, phone and fax #) Paul O'Leary O'Leary -Burke Civil Associates 5 Andrew Ave., Suile 45 Essex Junction, VT 05452 5) PROJECT STREET ADDRESS: 65 Shunpike Road South Burlington, VT 05403 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 34-01560-00065. L Phone: (802) 878-9990 Fax: (802) 878-9989 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) N/A — This parcel is currently undeveloped. b) Proposed Uses on property (include description and size of each new use and existing uses to remain) This project consists of constructing one 8,250 square fbot office building and one 60,800 square foot mixed use building, consisting of office and warehouse space. c) Total building square footage on property (proposed buildings and existing buildings to remain) 1 proposed office building = 8,250 S.F. 1 proposed mixed use building = 60,800 S.F. Total = 69,050 S.F. d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) The proposed office building will be one slow. The proposed mixed use building will be 2 stories and less than 35 feet high. e) Number of residential units (if applicable, new units and existing units to remain) N/A — This is a commercial nroiect. f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees) - 155 office employees (38,650 S.F.1250 S.F./employee = 155) - 4 warehouse employees - 4 company vehicles g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) g) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc.: See cover letter for list of changes. 2 8) LOT COVERAGE a) Building: Existing 0% Proposed 16.04% b) Overall (building, parking, outside storage, etc) Existing 0% Proposed 35.97% c) Front yard (along each street) Existing 0`% Proposed 65% 9) COST ESTIMATES a) Building (including interior renovations): $ 2,106, 900.00 b) Landscaping: $ 31,220.00 c) Other site improvements (please list with cost): 3 " SDR 26 PVC force main (966') - $14, 490.00 Pump Station (1) - $25, 000.00 Valve Pit (1) - $2, 000.00 Sewer Service (2) - $400.00 8" CL52 D.L water line (426') - $10,650.00 Water services (2) - $500.00 Gate Valves (4) - $1, 800.00 Hydrant (1) - $1, 500. 00 12 " PE storm pipe (630') - $15, 750.00 Catch Basin (5) - $7, 500.00 Utility trenches and conduit (1,148) - $6,888.00 Road, Drives and Parking (9,500 SY) - $142, 500.00 Curbing (2,264) - $22, 640.00 Concrete Sidewalk (20 SY) - $400.00 Total - $252, 018.00 10) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): 998 Trips b) A.M. Peak hour for entire property (in and out): 76 Trips c) P.M. Peak hour for entire property (In and out): 91 Trips 11) PEAK HOURS OF OPERATION: 7:00 — 9: 00 a.m. and 4: 00 — 6: 00 p. m. 12) PEAK DAYS OF OPERATION: Monday througTh Friday 13) ESTIMATED PROJECT COMPLETION DATE: September, 2004 14) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (I I" x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the final plat application (see Exhibit A). 3 I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIJ6NATURE OF APPLICAN SIG TU E OF PIMP E-RTER Do not write below this line DATE OF SUBMISSION: ?J I 0 3 I have reviewed this preliminary plat application and find it to be: omp e Incomplete Director of Planning`81Z i g or V 4 South Burlington Fire Department 575 Dorset Street South Burlington, VT 05403 (802) 846-4110 Douglas S. Brent, Fire Chief May 16, 2003 Ms. Juli Beth Hoover, Director of Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Planned Unit Development, Senecal Parcel Dear Juli: I have reviewed the plans for the proposed construction of the planned unit development Commercial Building on Kimball Avenue. I have also made a site visit to try to envision the siting of this project. The preliminary plans seem to be OK and I have the following recommendations: 1. Compliance with all requirements of Vermont Labor and Industry Fire Prevention Division codes and standards. 2. Automatic sprinklers, standpipes and alarm system as required by Vermont Labor and Industry Fire Prevention Division. 3. Fire Department Sprinkler Connection location to be specified by SBFD. 4. Fire Alarm panel and annunciator location to be specified by SBFD. 5. Provide an emergency key box, location to be specified by SBFD. 6. Elevator car(s) to be sized large enough to accommodate an ambulance stretcher in the flat position. 7. Number and location of fire hydrants to be detennined by the South Burlington Water Department. Actual final spotting of said hydrants to be done jointly with SBFD. Page - 2 At this point these seem to be the major issues which present themselves. As this project moves forward additional items may surface which could be dealt with as needed with the assistance of the developer and Labor and Industry. Should you need any further assistance on this project please feel free to contact me. Sincerely, Douglas S. Brent Fire Chief 3017 M AL SENECAL PARCEL 65 SHUNPIKE ROAD SOUTH BURLINGTON, VT A PLANNED UNIT DEVELOPMENT EASTERN PROPERTY LINE - -- _ C' PI.T.S. Sheet Title 1 Site Plan/Landscaping Plan 2 Utility Plan 3 Lighting Plan 4 Plan and Profile (Adelphia Drive) 5 Roads, Parking & Landscaping Details and Specifications 6 Water Details and Specifications 7 Storm, Sanitary Sewer & Erosion Control Details and Specifications 8 Pump Station Details and Specifications 9 Erosion & Sediment Control Plan PL Property Plat LOCATION PLAN i" - ioa Owner / Applicant LNP, Inc. c/o Al Senecal 25 Omega Drive Williston, VT 05495 PREPARED DY: O'LEARY-BURKE CIVIL ASSOCIATES, PLC 5 ANDREW AVENUE, SUITE 5 ESSEX JCT., VT 05452 TEL. # 878-9990 FAX # 878-9989 PLANTING SC 4SCRAX SPECIE DOTNJIC NAIE NO, SIZE NOTE TATMIAN MMLE ACER TATMi0M A 1 GAL, P 6- e . D ✓AP 5C TREE LILAC SYR NKTA RETIGU.ATA IVORY SILK 6 X_j V.T GAL. D . D WHITE PINE rllAe STRODUS 43 W-M' "SIT. D . e WHITE PRE 1R STI, d ID 6-a' N6T. D . D ADTRIAN PINE rM NIGRA 9 6-t NGT. D . D KENTl1LRY C IrEETREE GYW AOUS 010fA 5 D 4' GA., • 6• e r D GOLDEN WEEPING WILLOW SALIx ALDA TXMTI5 A j vj•-3. GAL. D . D GLUIP WHITE I'MCH DETULA FAFMIFW, A 8' - p IIDT. e . D GALLERY PEAR fYRl15 LALLCRYAIA 'C~ICLM 6 j vj--S, GAL. e • e NORTHERN RED OAK CAERcV RLDRA 10 j VY-3- GA_ 0 4 D NORTNEKN WHITE GPDAR T A OCGIpEMAL15 IT 6- 6 H T. D r D MIM . r .I 1-a .AR6PERUS INCN515 'RIM. •- • T. 3 GAL VERMONT SUN FORSYTHIA FOR5YTHIA MAD5CJRIRICA D D•-ID• HGT. 3 GAL PUfPLE SANOGHERRY PRUNUS x CN5TENA 6 W-iA HGT. 3 GAL LITTLE PRINCESS 5PIREA SPIREA JAPONICA 6 W-19 H T. 3 GAL �x:N. TRar Tra EXISTING rY PE c,._,,ERr�� off 5EE SHEET 74 PARKIN& REQUIRMENTS- I OFFICE, GENERAL - 35 XALES PER L000 59 FT. 601!055 FLOOR AREA WARFJ10V5E - O.5 XALES PCR 000 SQ. R. k fi I I R 1 I TOTAL REQVIRED XALES rM I I TOTAL SPALE5 PROVIDED T71 I � KW CA" I I II e I II EXISTING d/ILPI- / I eUILOMG WAREIgIFiC AREA DQ. FTJ OFFICE AREA PA. FTJ EL. FACILITY A55LRED WEEKDAY OGLI.PANCY PARKING REQVIREMCNTS AREIplISE AREA DEFILE FLOOR AR REL. FACILITY ASSUAaD oCG. A Il app J0.100 p3 1 XALES p7 XAGfS N XALES B WA 0,730 N/A WA T XALES WA 5YWwL5 V / I iu TITARIAN MAPLE (M j RED OM WHITE PINE 16-a -1i �1 \ NEW LLRD r K '� 1 I I GOIM.NIILLAFTIpfS INC. 120 KIADN.L LLG • J PAE5E TREE LILAC f w) �EeING wlLLow v LnL Y AG KENTLKKY (,OPPECTREE � .1lMIPFJP W \\l N —TRIAD PINE �, WHITE CEDAR f I ` - `-� r( {. ;� \ \ II xD ® FORSYTHIA .$ `\)~ �` �1 \ \ \ �\\ 11I -\ '4 1 J N SOUTH BUNLINGTON I-a9 LOCATION PLAN NT5 WHITE DIKGH WHITE PNE IM -16 MC>TJ SANDGFERRY / XIREA l r 1 / ` (.. , \ !JE\ ) NOTE• 5EE SHEET •A FOR LNDSCAFING OCTAILSRO \ •� •��� --- -- L XENLER w. 330' 1 MANLY L AR& // / I I ixisTRIP% GCD 1lEk+C I I i ♦r om 1 r �/— 11171� SE,�� � uy, ,r I , g I ,/, ' � �'�'� - --.� yy,� v � v� j i � cnr vv A�`�dvo.v I ! / i ISGWrH omt_Rlb E&END _- AP i, I tY 1' fA a, y. __ ,uCTLA� � I � t r- M �,- c s` aro5rn v �v 0 I Y ..psErrl 5.. - _-- _ Ac w1n ✓O M I I I '�UTLIL>1NG �C1BArK t INf _ - k- J Y'Y.' 1 '�1(i'{„ i15 w"9 \ x r _ \ +..1. � rEw a wn'I vice j'd • 0 \ \\� I rNWCL 1R6r61tTY LINE ZAJLHOWSKI _ 4 1 s. �1d+" ` PROPQTY LK 'Nay4 FIItS!l' \\ n.nl 30� 1 I # Y@ 'W.. rT• LN ----- - - - - LICE M � iM �� �.�.�� ���-_. �uONAfNTGauT6ut L,TI,ATt 7 Tel5_ _�' I , . I,"Ir-A I'K<�/`L!✓ _- W N[W-orLMj AD GATE VALVE T1pN t°rrl� �J10.L Rn r" _ ----- LNG _..ra n m.,l. •1 ED 5 \� 5 s1 rw eERv¢c J9'I L� ',�. I VVVVfF ��, ramc rkw _ N/F /s l5IAe PAG2 Y, I - 1Y ANNA ,w _ 1 iy� wettAn EUPPOt WF , p i ' I. ' Ali .� j A � v .711 �riv nasrlw TR¢s �_ d0(15TIj16 ,�y, f17 t Y - rn Vv LOAI.IIMILATIONS INC. WF 70 \ \ / ! ! / , /I / o `�"'zs Ix, f JAO _ I lvv ��W4 I r l / .� / l J J' J� -. > � Pr i � W .r' 1 r ootcw3 LOT COVERAGE APPROXIMATE 5IM OF PARGEL 169 ACRES fool ♦3p 60A 5Q. FT. FRONT rARO 5" 5Q FT 65.ox MALDMfi FoOTPRMrs 6to5o 5Q FT I5.OAl DRIVE5, PARKING AND WALKS a6aI3 5Q. FT. R.93x OPEN AREA m.nl so. Fr. e�.o3z r / // //' /a' !X/ILDIN&/ 5ETDACK (/ / p q,/. REVUIRED INTERNAL LMD5GMIN& Of PARKIN& AREAS 10 6' X a' OLw5Tat5 "' / � IN ALL OFF STREET PARKING AREA5 00INTAIMNG TWENTY I I I ` aw J FGKGE W TH FENLEp ENCLOSLMC / 1 i I \ J v GONG. PAP l \ c,� I OR MORE PARKING SPACES, AT LEA5T pX oN THE INTERIOR w. . N An.er i I 11 \ \ \ ( ` ` ` \ w `\ \ /\ / PAL_ IN MIERE L\/qe. j OF THE PARKING AREA SHALL CE LANOSGAPED WITH 7REE5, MIFMAPSHRU55 ANC) OTFER PLANTS LDI.RYL � TMDELENiERED Cv®t 1 `�\ \ `�\ \ / ,I p EASEAENr ro e i I \ \\\ c ' e� INTERNAL LANDSCAPING rR�yya�S -- 9 OF PARKING AREA5 mom 1 \ / ,•IPPT" — OWNER/APPLICANT MIM-SON EARTH rnRK1Nv nREn LANOscnrED nREn I_ATDscnrED z LM, INC MOVING CORP .J4y ar WO AL SEfELAL a6.ri] SQ. FT. 8.62I SQ. F7. p.1J Z 1\410,pe" J'Al}°� � WILLO15TON. VrvE054-M\� //Exl5ran dJrLDOAG MR ATHaox er / ,`T�rII,r s.«ITr p Rlmm oxAlrNc E Pxnw.uxr o,IR i ODLA a DNA o =,=-T 5ENEC AL / DROWN p n-oI GRAPHIC SCALE JIM 4e, �i% /r'� T 65 5HUNPIKE ROAD pad �I d _ _y�1 e S N,. `_ D� O I EARY-BURICE souTH DURLINGTON, VT ae3 5* - _T \ \ - o -77 6RCQD CIVIL. ASSOCIATES, PLC , : Dwom.a 5 ANDREW AWNUE, SUI7E 5 (�.�,> '•A�;I �SSXeB SITE PLAN T I i-h 46 !t TIII ITT f-40' - - FAX. 879-9989 I7D KIAON.1. LLC \\i•., \\ `� � ! 5FENceR w. I I II i i l l , Q 4 i / SNOW' i STTOR NAICYL RAKER•� AREA 350 328 REDIOENYInL ,- 1 / Il 90 �DUP_HER r ' .ADlIGM s. • II II !I I Iy I K LItE - I II SA� �C z .rSKI AW I' IN 321M 5PACE5_ `�--� 1 LNP, INK. I I 133'11 rl 110,0100) ANNA YO rl 1 I WIT, I F , \ I _ / // / / I � � ��'� • b�� � ��'{'s ! t k x = ; to%`�' R �/ T k w y��l�fi �9 £�"ti�J / � / / �I / � '4/ t d '�, �T �.g I,aer.., !« � '�f aT•'i'a a"X�. s73 B an 1 ! Ikv 34<0 DA55Tr 327 f Fir 3 y Ilv'vII• °7pD.Jo Onav I KW Y /OKGC W / CD RN317325.0 / If ` w.. M An.Er INN. 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STATION LT-9°I EAP OF EXISTINGIU�T/LITPAVEMENT AAYJ GIRD E � I Exl5rING ECIIIPA£NT' STORAGE / \ � I / � I / ryA PROVIDE 0EPRE55ED CIMXD AT GIA_VERT � fDOJN SHOES) \ / 'k'IDX 60' EASEMENT PRO IDE TO THE CITY OF INY.IA9273' __ _ JT GLRD SOUTH DLROLINGTON "'Yxl iING 2" MAP s () N'00 I 3 y`qL V�cl�9 Ye i 4M IP•00 ltfM 'y%dh � T �4 �,�M,}y"' ' ( J ApELPHIA DRIVE t- I -W-- -� Ex/5r/TUG 8•�.L 3? OI W- - fF a YI PROVIDE LTDERORAIN - -•- I GLEANOUr$ AT DEGRNNG I OP LIES (INY. 4" DELOW 5TREET TREE - u GENTOLL NE MtACEI 160' O.G. TYP.I I ' �(T I REMOVE EXI5TIN5 I GLOW -OFF AND II GL 52 Of WATMOIC .41 LEGEND WITH 8' GATE VALVE I I 0 I ~ PARCEL PROPERTY LIFE ADUTTEK PROPERTY LINE --- - - - - SETDAGK LINE -------5 ------ 5ETDACK LIE W -iT- NEW WATER LINE AND GATE VALVE FEW SANITARY SEWER SERVICE I -Al NEW FORCE MAIN NEW ELECTRIC, AND TRA1,15FORAER - - - WETLAND DUFFER EXISTINfa TREES EXISTING TREELINE 27 FINISH GRACE GONTOUR _.326 - - - - _, - EXISTING GROUND CONTOUR O� 340 336 332 325 324 320 ) q PLAN rdo �`'d." EXISTING PIAIE$ � lTO t9E REIAoVECI r Tt INVWT•3?7ti PVI 5TA • 14-00 PVT ELEV 330.72 AI D. • 0.40 K • 21-M I HSaoo' VG i LOW POINT ELEV • 326.47 LOW%PONT STAIA 16.50 / / � I 1 K .00 u 1 ,D f YG O j Y - 1M7t7lORAIN TO GONSTRCKTEC Off AT A A L3EPNH J 4' a'LOW GIN LIE GRADE 5T TON U-2-1 Fl,� - -(� IINJCRCXAN TO GAT04 GONOffrrOhM 51N TO DE PA G T AND SDR 35 PVC 50L L D$ TIW -,�K1�EII8`T a4 0 _ IN \ 'Ey E% NG STOL PE a DI w TERL fE l xi RR AEG PROFILE r•40" N. r•4' V. 340 J36 332 376 324 32D GENERAL GMTKUGTION 5PEGIFIGATION5 1) UTILITY INFORMATION SHOWN HEREON WAS OBTAINED FROM BEST AVAILABLE SOURCE AND MAY OR MAY NOT BE EITHER ACCURATE OR COMPLETE CONTRACTOR SHALL VERIFY EXACT LOCATION OF EXISTING UnURES AND SHALL BE RESPOMSIBLE FOR ANY DAMAGE TO ANY UTILITY, PUBLIC OR PRIVATE, SHOWN OR NOT SHOWN HEREON. CONTRACTOR SHALL VERIFY NEW TAP NOT AND SHALL CONNECT ALL UTIURES TO NEAREST SOURCE THROUGH COORDINATION WITH UTILITY OWNER. 2) THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL. OF ALL EXISTING VEGETATION, PAVEMENT, AND STRUCTURES NECESSARY TO COMPLETE THE WORK UNLESS NOTED ON THESE PLANS. CONTRACTOR SHALL REMOVE ALL TRASH FORM STE UPON COMPETION OF CONSTRUCTION. ANY SURFACES LINES OR STRUCTURES WHICH HAVE BEEN DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO A CONDITION AT LEAST EQUAL TO THAT IN WHICH THEY WERE FOUND IMMEDIATELY PRIOR TO BEGINNING OF CONSTRUCTION. 3) SEE OTHER DETAIL SHEETS OFTHESE PLANS FOR ADDITIONAL DETAILS REQUIREMENTS AND SPECIFICATIONS. 4) ALL WORK SHALL BE IN ACCORDANCE WIN THE 1990 VERMONT AGENCY OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE CITY OF SOUTH BURLINGTON PUBUC WORKS SPECIFICATIONS AND THESE PLANS 5) NEW PAVEMENT MARKINGS SHALL BE N ACCORDANCE WITH NOTE (4 ABOVE. ALL EXISTINO PAVEMENT MARKINGS CONFLICTION WITH THE NEW IMPROVEMENTS SMALL BE REMOVED BY ORNDNG OR 8URNNG. 6) A MINIMUM OF ONE-WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. CONTINUOUS TWO-WAY TRAFFIC WILL BE REQIRED AT NIGHT, PEAK -HOURS. AND WHENEVER POSSIBLE DURING ACTUAL CONSTRUCTION ACTIVITIES, IF DEEMED NECESSARY BY THE OWNER, MUNICIPALITY OR ENGINEER, A UNIFORMED TRAFFIC CONTROL OFFICER SHALL DIRECT TRAFFIC DURING PEAK HOURS. TEMPORARY CONSTRUCTION SINS AND TRAFEC CONTROL SIGNS SHALL BE ERECTED BY THE CONTRACTOR IN ACCORDANCE INTH STATE AND TOWN STANDARDS. 7) THE CONTRACTOR SHALL BE RESPONSIBLE AT HIS OWN EXPENSE FOR ENSURING THAT THE DUST CREATED AS A RESULT OF CONSTRUCTION DOES NOT CREATE A NUISANCE OR SAFETY HAZARD. WHERE AND WHEN DEEMED NECESSARY, THE CONTRACTOR WLL BE REQUIRED TO WET SECTIONS OF THE CONSTRUCTION AREA WITH WATER, APPLY CALCIUM CHLORIDE, OR SWEEP THE ROADWAY WITH A POWER BROOM FOR DUST CONTROL. 8) THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS IN ADVANCE OF STARTING ANY WORK, CUTTING PAVEMENT, BEQNNING THE INSTALLATION OF ANY UTIUTIES BRINGING IN ANY NEW GRAVEL OR STONE FOR THE NEW BASE, PAVING, ALL TESTING, AND FINAL INSPECTION, IN ORDER TO ASSURE COMPLIANCE NTH THE PLANS. 9) PRIM TO BEGINNING CONSTRUCTION, ALL MATERIALS SHALL BE APPROVED BY THE ENGINEER. 10) ALL FILL SMALL BE PLACED IN 8 1 LIFTS AND THOROUGHLY COMPACTED TO 95% OF MAMk Ty OF OPTIMUM MOISTURE CONTENT AS DETERMINED BY A 8 STANDARD PROCTOR, AND SHALLBE TESTED Al 500' INTERN SS OTINERWISE SPECIFIED. 11) BACKFILL UNDER PIPES IN FILL ARE BE COMPACTED TO 25% OF MAXIMUM DENSITY O OPTIMUM M CppINTENT. A MIBMUM O T1TIT (2) COMPAC110N TESTS SHALL B TAKEN qT THE CONTRACTOR'S MXE Plp 5 i EON Y PI ED OVER TADfI}gTELN COMPACTEDS SOILS. 12) THE NAYS S. SILT D DITCH 5'H NL BE MAINTAINED PARED BY "CONTRACT A[H RY RAINFALL Olt 5 ,pQN�pERED BY E ENGINEER UNlll 1iMSo AREAS HAVE BEEIVjryED OR QtA55E0 ANO APPRO THE ENGINEER. NNE MMM�$!1 CE THE £F{oSON CON GOES WILL INCLVOE 7HE RE ,//�L OF ANY RBOVMULATED $EDT ON. 13) HITS DESIGN MUST BE 115iECTED 8Y 0' ✓: �URKE QV� ASSODATES. PLC, ESSE% JUy9QI0N. VERM ENSUR �°Ry COMPLIANCE WIM 7HESE APIf19�0/B OiEARY- .. -.:WAVES ANTI�'MI�Y' AND AI.L RESPOHSSLITY UTY FOt 5 7HAT FROM FALURE TO FOLLOW 17ffSE QFICA SAND 7HE DESIGN INTENT THAT THE PLANS CON FROM FAILURE TO HAVE BEEN NOTIFIED BY THE CONTRACTOR CT THE WORKS AND TESTS IN PROGRESS. 11) ,y ALL SLOPES, TONES AND DISTURBED GR4AS SHALL BE CLEAN, GRADED SMOOTH AND FREE O POCKETS WITH SUFFICIENT" OhE TO ENSURE DRAINAGE. 15) SEE ARCHITECTURAL PUNS OF THE BUILDINGS GRADATION REQUIREMENTS MATEItIAL SIEVE PERCENT IA SIZE PA551105, SAND CUSHION - VT SPEC 703.03 2" 00 X 1 1/2' 40-100 X V? 70-00 X 44 60-00 2 400 0-20 X i2DO O-6X GRAVEL FOR SUBDA5E - VT SPEC. #704.04 44 20-60 X t00 0-12 2 4200 0-6X GRVSHEO GRAVEL FOR 5UDOA6E 2' IDO X VT SPEC, 704.05 1 V2" -0-IDO X 44 30-60 % 400 0-12 X 4200 O-6 X DENSE GRADED CRUSHED 5TONE 3 112' 100 X VT SPEC. 704.06 37 90-00% 2 75-Tool 50-60X V2 30-60X 44 IS-40X 0200 1 O-6 X 6' PEW. PVC SIOR 35 (ASTM F7581 OR 6' RE (AASHTO M294-9 TYPE S). OFFSET PIPE 15' FROM CWTERUNE. DEPTH AS SHOVM ON PLANS OR 4• BELOW FORSHEO"GRADE. \ FABRIC OVERLAP ,• •c�� rM/IN4IMUM 17' FABRIC OVERLAP 127 THICK SAND BORROW SUBBASE PER -L VT STATE SPEC. F703.03A SNDERDAIN NTIH MRRAFI 50OX FABRIC L / (OR APPROVED EQUAL) PAYMENLT LIMIT WRAPPEDT IN WRAn I 14ON FABRIC OR EQUAL 8' 18' 18" THICK DENSE GRADED CRUSHED STONE (VT STALE SPEC /704.06) OR CRUSHED GRAVEL UNDERDRAIN TRENCH VT STATE SPEC F704.05) SUBBASE {EDGE PAYMENT LMIT- O WATER MMMUII WIDTH 2' +PIPE DIAMETER NOTES, 8'+ PIPE DIA. 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE TOWN PUBLIC 4. WHERE LEDGE EXISTS IT SHALL BE SHATTERED TO 12' BELOW SUSGRAOE, WORKS REQUIREMENTS, THE VERMONT STATE STANDARD SPECIFICATIONS FOR CONSTRUCTION, AND THE APPROVED ENGINEERING PLANS AND 5. YELLOW OR ORANGE WARNING TAPE SHALL BE BURIED 15" ABOVE ALL GAS, SPECIFICATIONS. ELECTRIC, TELEPHONE AND T.V. UNES 2. EMULSION WILL BE PLACED BETWEEN TINE BASE AND FINISH COATS OF PAVEMENT WHEN THE FINISHED COURSE IS NOT PLACED NTHIN A S. PRIOR TO INSTALLING THE UNDERDRAINS THE FABRIC AND GRAVEL, THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR INSPECTION REASONABLE AMOUNT OF TIME OF THE BASE COURSE PLACEMENT. OF THE SUBBASE SOILS, THE CONTRACTOR SHALL FURNISH A LOADED DUMPTRUCK FOR TRAVELUNG ON THE SUBBASE WHEN THE ENGINEER 3. THE ROAD FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 1.0% PERFORMS ME INSPECTION. THE CONTRACTOR SHALL OVER -EXCAVATE IN UNSUITABLE SOILS AND ADO ADDITIONAL SAND BASE AS REQUESTED BY THE ENGINEER. TYPICAL PU15L I C ROAD CRO55 - 5EGT ION NT5 SIDEWALK RAMP "' TEXTURED 3 1/8' REVEAL ROADWAY SURFACE 8.3 R MAIRMUM Section A -A CURB _ 511KWI1K ISIDEWA. RAW WITH TE%nIRED FRESH • SWEWA K RAINS 5H4LL BE MKTAUUM T ALL STREET MTUtSECTKNI5 BRIBE NEW SIDEWAIXS ALAI CURBS INTER%CT. . MAXIMUM DESIRABLE RAMP SLOPE - V/FT. - --- 2' _ ---- CURB TRANSITION SIDEWALK A ROBBER AT. SOFT TYPE TIES RAMP OR A FLAT, SOFT WOMEN (TEXTURED) MATERIAL (2 TO 3)2'X 2" WO HARDOD STAKES DRIVEN / I (MN. 187 FIRMLY INTO SUB- -7- TO BACKFRUNG, MP ON TANGENT, WHEN REQUIRED CONCRETE CURB SINGLREQUIRED(SEE NOTE 02); section B-B NARROW ON NO GROSS STRIP STAKE ABOVE FIRST BRANCHES OR AS NECESSARY FOR FIRM SUPPORT; STAKES SHALL BE CAPABLE OF STANDING ARM FOR AT LEAST ONE YEAR SIDEWALK RAMP FORM 4"SAUCER NT5 UNDISTURBED SOIL 5" IMCK 36W P.S.I. CONCRETE WALK 4'TOPSDIL IL Yy-- S• BACIM NTH EXCAVATED SOIL AND TAMP TO REMOVE AIR P AR OG(ETS LANC)5CAPING 5PECIFICATION5 ALL DISTURBED AREAS SHALL, pE STABILIZED WITH SEEDING AND MLLGHIN6 PRIOR TO NOVEMDER 4' TOPSGL 1 OF EACH YEAR. ANY D15TURBED AREA5 $HALL BE IMMEDIATELY 5EEDW AND MULCHED WITHIN B DAYS. ANY WORK PERFORAFTER OGTOBER I OF EACH YEAR SHALL BE STABILIZED WITH MULCH OR NETPERFORMED AFTER SUPFIC18NT TO PREVENT EROSION AO SHALL BE IMMEDIATELY 5MMM AND REM-CI@D AS SOON AS WEATHER PERMITS IN THE 5PRNG. ALL D15TURBED AREA5 SHML.L RECEIVE A MINIMUM y, OF 4' OF TOPSOIL AND BE SEEDED. FERTILIZEDL . LINED, AND MUED IN ACCORDANCE WITH THE . FOLLOWING • SLOPE TO 6Lidf4J ORIGINAL MINIMUM MDTH GROUND 6"+ PIPE DIA. I - -I PARKING/ROADWAY AREA DETAIL NT5 CONSTRUCT 3" SAUCER RIM AROUND EACH PLANT 3' LAYER OF APPROVED SHREDDED BARK MULCH CONTB6JOUS LAYER WHEN USED IN SHRUB BEDS UNDERLAY WITH BLACK WEED BARRIER FABRIC LOOSEN. CUT. + REMOVE BURLAP )'ROM TOP 2/3 PLANT SHRUB OF ROOT BALL AT SAME DEPTH AT WHICH SHRUB BACKFLL WITH APPROVED HAD PREVIOUSLY TOPSOIL PLANTING MITURE GROWN J2 G' 5HKUE5 PLANTING NT5 PLUMB TREE TRUNK 3' MULCH - 00 NOT APPLY AROUND TRUNK CUT AND REMOVE WRRE MESH BASKET. ROPE AND/ OR BURLAP WRAP FROM TOP 1/3 OF ROOTSALL BREAM( APART EDGE OF SEE MANUFACTURERS DETAIL SHEETSFOR EXCAVATION W/910VEL AND BLEND PLANT MIX READ DOLT PATTERNS NTH D RTO PROVIDE SOIL saL mANslnaa B CRUSHED GRAVEL BASE I , M OIL (VT. SPEC. 704.05-FINE) .yi T ,T/ .' �'/T , 1. PLANT TREE 50 THAT TOP OF ROOT BALL IS EVEN WTH THE FIMSHED CRADC 2 STAKING AS REQUIRED ONLY IN SITUATIONS HERE TREES WO L BE SUBJECTED TO NNDY 11 AT CONDITIONS AS DETERMINED BY THE PROJECT LANDSCAPE ARCHIIECT. ALL. SURFACES TO 2 COATS 3. 3. TREES SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS AFTER PLANTING. AN ANT POUND. OF AN ANn_SPALLING COMPOUND. 4. EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING AND SURVEYOR TYPICAL 51 OE WALK 5EGT I ON TAPE PRIOR TO PLANING TO PREVENT AFTER. 3. STARES AND TES SHALL BE REMOVED AFTER A PERIOD OF i YEAR. D NT5 6. PLANT TREE SO THAT THE ROOT COLLAR/TRUNK RARE IS AT OR SLIGHTLY ABOVE FINISH GRADE. NOTES , TREE PLANTING 1) CURBING SHALL BE CONSTRUCTED N 10' SECTIONS NT5 WITH 1/8 JDIM BETWEEN SECTIONS. 2) CURBING EXPANSION JOINTS SHALL DE CONSTRUCTED EVERY 1/2' RADIUS 20' AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING TO MSMTO OE51CiMlION M-153 ( 1/2' SPONGE RUBBER OR CORK. ) 6, 3) ALL EXPOSED SURFACES TO RECEIVE 2 COATS EMULSMED ASPHALT 1/4' RADIUS OF AN ANTI-SPAl1MG COMPOUND. 6' Y yr T Aep e R T• 3.500 PS CONCRETE .!;'E•�C H 5 -�_ END AREA . 0.94 S.F. IB' �g•..1 INSTALL TAPERED CURB AT ALL LOCATIONS WHERE CURBING TERMNA7ES GONGRETE CURD NT5 4e FINISH GRADE 64 REDAR 4 HOKIZ DAPS W 5 VENT, 5TIRRtW5 CONDUI� PVG 24' 0' LONG COPPER ROD WITH #6 oor 46 COPPER WIREFOR C.OMELTION TO POLE E TYPICAL LIGHT POLE FOUNE)ATION (PAVEMENT) NT5 14ON TF(// NEW PLANTING (SEE SHEET #1 FOR TYPE VARIES AND SIZE) 4' TOPSOIL CTYP.) SEED AND MULCH CURf5ED 15LANC) C )ETAIL NT r" — -L_ L—J- 22 FT. - 100 W SEE MANU=AGTURERS DETAIL SHEETS FOR TT Re DBOLTPPATTERNS T Y� FINISH GKAOE 44 REDAR 4 HORIZ EARS W 3 VERY. 5TIRRUFS W 2" 5GH 40 PVC, CONDUIT G' LONG COPPER GROUND ROD 40 COPPER WIWITHRE FOR CONNECTION TO FIX.¢ TYPICAL LIGHT POLE FOUNC)AT ION (ISLAND) NT"5 MNAFI SPAULDNG GA-M230 TYPE IV IN BUTION 230 WAR METAL HALIDE 22' MGUNIING HOGIT LUMINAKE DETAIL (51N&LE OK DOUDLE) NT5 L SEED MUTLRE IN ALL AREAS SI4ALL BE URBAN MIX CONFORMING TO THE TABLE SHOWN ON THE PLANS. FOR SEEDING BETWEEN WWPTEMBER I AMC, NovaimbeR L WINTER RYE SWILL BE USED AT AN APPLICATION RATE OF RIG POUNDS MR ACRE. 2 FERTILIZER SHALL. BE STANDARD COM.CRC.IAL GRADE CONFORMING TO THE STATE FERTILIZER LAW AND TO THE STADARDS OF THE ASSOCIATION OF OFFICIAL AGRICULTURAL GHEM15T5. ORY FERTILIZER, IF USED. SHALL DE AFPL.ED AT THE RATE OF 500 POUNDS PER ACRE IN A 10-I0-13 RATIO. LIVUD FERTILIZER, IF USED, "WALL BE APR,ED IN A 1-2.1 RATIO WITH THE MNIALM RATE TO INCAIAE IDO POL4D5 OF NITROBBN 2DO POlACS CF PHOSPHATE. AND 100 POINO' OP POTASH PER ACRE. 3. LIMESTONE SHALL COHF'ORM TO ALL STATE AH3 FEOERAL REGULATIONS AND TO THE STANDARDS OF THE A55CCIATIM OF OPPIGIAL AGRICULTURAL CHEMIST, THE LIMESTONE SHALL. BE RALLIED AT A RATE OF TWO TONS PER ACRE OR A5 DIRECTED. 4. WITHIN 24 HOURS OF AFFLICATION OF FERTILIZER. LIME, AND 5EED, THE 5LINFACE SHALL BE MLL41E6 WITH A HAY MA -CM MULCH SHALL BE SPREAD UNIFORMLY OVER THE AREA AT A RATE OF TWO TONS PER ACRE OR AS ORDERED BY THE EN6INEEIL. URBAN MIX GRA55 SEED X 15Y WEIGHT LBS LIVE SEE PER ACRE TYPE OF 5EED 37.5 45 CREEPING RED FE5(.UE 31.25 37.5 KENTUGKY BLUEGRASS 31.25 375 WINTER HARDY, PERENNIAL RYE 100 120 i LIVE 5EED PER ACRE M STOP 1.� ny InI, 8, FLANGED CHANNEL 70 GROUND STEEL POST W VT. SITT.E-121 OJ(H ,j Af ! ^TOP 516N VT. 5HT. E -143 `''-- 1% RESERVED PARKING m _ �Jtl-• 8' TD fLANGED CHANNEL CRQUND STEEL POST VT. SHT. E-121 SET TOP OF FOOTING 6" ABOVE FINISH GRADE FOR HANDICAP 51GN KITS J �WXr,e i HANDICAP ACCE55115LE PARKING NT5 WATER D15TR16UTION 5PEGIFIGATION5 M fROYII A SrAIXG T Y W.RRER N IIIrO M OF HCS r0 A POINT sl% MLKS THIR li TO A EN6NWt AT ALL 6ATe YALK>. CURD saws. AO AT M ID w T ALL, AU ALMA A � MD rtIl SHALL LOMSI>T w M LADOR EWMTADiT, ANO NATCRIN. RrOLi FM TK W Or M WA-MAM - >RVILCS WHICH SHALL 1— eXLAMTION, INTO pl HOOK FINISH 6RAOE. M MARKER SHALL 0E XAT® SEGUILI.Y INTO M M(XIIO coLllcre CON>RLGi DALRIILLMD rl/'E. vALV6 r WA MAIN A, [LD" R[OALIRS AND AA TI ACWAWI H A KCe»MY PM A LOWLCTE WATIIMnW SriTEM w YIZ M CD 15KAwM6>. ALL L. FWLO TE5111b IXLfPT AS OTTCRWIx DI[lG1CD. NL PNCLVCS S1W.L x rz5T® rVGNCS LAID M THE I A -Al- WTQIKS AND IMTNLATKRD SMALL DE ArrRDvrD DT M Ld..SL MMICIN, WAM IUf11dOTY -Al- M N calRxre >1ML1I DC rzsTED RIM TO DAL%FA- M M R.ALIXD w WATER RYE NArelRINS GOYRLTE, NO AN, DAbXD TI. SHWL DE , AND RIM TO IIID fAMTRRi. M LANO I R AN, SIVLL FURNISH NA GAU6E5, rzSTIN6 !LILTS, CNS AND ALL OTCJI KLC»MY Cp1K 11T AND LADCR CNK,TILE PN`E Ci TO TION LCAFA6I NO rESSUE TEST M SIGTIOM w All AfIFb?1J LCHBM EACH VN.VCO WI bINCTER w 116HT INLIIC> Hal AMP TO LIRRflYY AWWA SHALL DE A SCLTIW M A MU(IM-4 w ONE TlplrinND FCET I10001 w THE fIK SIWl DE TESTED. Hl . A ANIALM LID M ANTI SPILIRCATIW AZIq. II1SH-M .,gINT rIt >HALL K WNMA.M THICKK» R 71 ruSNI. JOINT -I--SHALL CQFOUi TO Aff1.ILADt.E REWMJD@Ir5 Or - fKSOCE w M eMDIMt t. AWWA cK M ADI srcclHcwnW A-A SNAIL DE LELIWT MORTM-LINCO ON M N>IDE INACCORDANCE WITH AWWA GDA i M P01-iPti Te>T. M LWRALTM $NALL CICF AID MAINTAIN ZOO fOL1K>S PR R ANTI SrcLIFIGTIW AZU EXCVT THAT M CXACNT-1- 1NICFJC» SHALL HOT DE LCSS Or SWMC NEN PM TWO HOIRIS. IARIKE r0 HOD TC IXSINNATED rRE511[C IM TK TWO -- THAN TEPEE- 51%TP6NM MLH I 1 A 1. TOIX-N OR ONE-CI6ITTD INCH IVa1 WILL DC FIKO LONSTI— A FALLER! Or M SCCrON TESTED M LEAADC MIT SHALL iIIE r ORMM RRYITTLD. f IRRIITL WITH M MSSLIRC TE>T. GRSRs M TEST, TK LOHRACTM 5HAI,L MEASLRE M WAMITY w WAM R 10I!V TO MAINTAIN THC - RE55RE LIAKAb SHWJ, NOT CXCLED M rvG IMC PIE >HAL DE A MNR w E16M ,MIS At0 LMOIDI T15 LIRROR AWW WAHITT blVp DTI 11 w I�A sR RATIO w rift JOINTS SNAu. ELM rt.SH-ON SO WIT' I TTftIw TN RWDEII RI EXCEPT JOINTS A FITTIHII AIO v 5 wH IWAra L sO ISAYIAQ ROOT d A, ULaSD J01NrS. Ill- SLOJCCT TO ROVTIK PFCSS 1 tOD:ClDIfO ZOO rf1 SINLL USE CUSS ZOO PIPE. -if L LC +E IN NJ.OM/IfOIR s -TH OR, fIlLIK iCSTEb l3 FITTRM+S b DIAYETIR d IPC IN INLICS CULTILC IRON I— SIMIl DC C/Qr lMliO, NA C .E1f1 IOUOS WORSCRI6 fRCSXRC. P AVCIG6E -T -"I IN r>I AIO DC N ACr.ORD.WLE WITH AWWA C-qA. C R. ANC, L-10 M L-D} IM COIALT IITTNDS. MECHANGAL __ NTS NO -T5 SHAL DC MAIN >TRI16M LOW ALLOT 11- rQ AM I A, A ALLTlSTM6 SNNL K LODLCTIS W ALLCRDNCL W C-DDO LATC51 FlVDNM ZLR OIICTILE IIKONFITTNBS LM6 THAN TMILK WOGS IM SHALL INK A STANDARD DODT LENGTH . TO !LASS JSO GA>T KM rITTINfaS. CAST TRW CLASS Z]0 fllTMbS WSA DC NLOWCD SIJOED ANY SCC OFTII - FALL IITIR THE 1'IQ>51K ORALEARASC -11. M CONTRACTOR SHIALL W CVERYTHM6 KLI 1 TO I-AOR RIILAU M OCrCLTIK rlrC. r1rTMp5. IN LIEU OF CULTI KOLA RITTIN» IN >I]ES LAK68R THAN T- LACKS fDl M JOINTS AT No C— TO M OWKR IIC6ALJID Rl1AING[ I LNDS LK M AfROKD EgJA. 51ALL DC IDCO ON NA VQTICAI DIO AND As SHIOWN ON M TEND. b. OISMTCGIIW IA 6Arz VALK RE>RIIlT S(AT -INATION w M -IN SSNLL D! <DOLCT[b OLY ARM THE MAIN IW D[IN -1-- DY M pWIIIIA. N.vEf ]1W.L ce WAARIACILRLD IN -1H -A TO -1 AA RCOJ-1 Of AWWA SPLLIIILATIOM L-50R VALVES iVRL.K INUCS DY1 AIO NAALLIA >HAL DC DLGDLI-TI6Mt. QRO ILVfKD AND A LLCM STRI.W Is ODTANID Al LCAM6C AT 359 11 WO AW RCS>UIE. YALKS SFWA HAK NON -POLAR >TCJIS, dIH M CONTRALTM SMNL PUM15H NL LADM. CWIKNT. MAraIAL>. ANC TOGS KGESSMT TO TOtO.O NI, RON DE R.OVI(JED A TWO INCH d1 SWINE ORAATINW, MIT WITH ANROw OI>MRCT TM rc AND PfRRTINNL[5 IN AC.LOROANLI W TF AWWA>TANDARD FOR LA>T M NETAL i0 xNDIGArz OXKGTIMWd wI'NIN6. DISIIRECTIN6 WATERNAND, L-O]t WITH M IXCATIW Or M TADLET WTHOb. G(M VALK SMALL INK MINERS NAIL /rl>]LRE RAT-, AO YIM IN WTNLM WH/K.T11tCD M N TIOC, OrCNI-TNJN 1MLL IIIDY M LOrtNUW> I MCTNDD ULES> OTKRWI CnST W M DORY. RIOR TO •MI1@R IROM M RAI, MT. i dH V I SHALL DE MTW DY AEMROKO DY TC IN6- AFTIR FLLLNb, rLVJI1M6. ATEx TC ICOI OrULORINI 50.UT HTOROSTATIL fK!SSURC IOLAL TO TWN 11C ­W WORKND RIEIIM`iI, DRICO VA.KS NHALL M FREE _MINE LWL/NiTUr WIMM TIC rlrc MULL DE AT LEAST ]O M6AL.. M CR.MRATED DC IMIALLCD WITH VN,K iIo, WAM SMALL RIM. IN M MAIN IM A M.t Of AT !EAST ZA Hd 1 AT M CID Or THI> b VALK DOSE9� !PIMA. M iREATID WAra IN NL PO 1610 d M MAIN SHALL NOT INK ARC>IOVK. d LC» THAN d RQ ULMITG ALL DI>piELTIM !HALL DC RFfMAlD U11IOfI! M >LIERVISIW Or CAST KM TRQ- .- SLOC- WITH A TOP q Y6R M ­-TNN fROLESS SHALL DC bErxb AU[fTAILE OlY APTR O SwfT. 6 O Or TRICH _T. SAVERS OF W IRGY TC FLLDHID. DDINRLTCD INN T-DT M EN6110EII AID TESTED CAST KON CORK MNV1D `MATCR' AID [OILATIND IP-1 N Of LTIIN6. AT AN ATtOKO LADOLATMY >H>W NO [VIDIHCE OF DACT - MCA. CWTANENTIM. C15MRL110N'-HULL LOMORM TO M LATCIT C-611 IO FIQ IiTORMTS M flrlLlK ANO IMPIIRINNAIILES 911A, W.IMAIm MAN MI GOI NTOIVNrS MRE TO DC D-WAY � MIMIMAI DANIra NO LIM- TO M FOLLOWNRI MAACS MU6LER A -A]} M XIWWDY GJ.KCIM R- II AND W11 il%ki AT LNTLL IM o -ONCE. DISIV[CT10N SHALL DC RCIf�T[D WTG1 AID YA>DtC ReWKlD AT NO [MID! TO M OWKR U11N. TMAL ALLVTNNCE DY M OWKR. MAIN V wOMIIS• > VA -1 NOZZRl ARRAWIOR TWO Z Z RCN HAOS! N=LI, WITH tl TRKIDS rcR E. RROST Fit-TION OF SHALLOW WATIIL- NCH OC A VZ INCH fLVQ IDZIIF WITH IN 1MEINC rcR ITCH WAIT-, WITH LESS 1NAR sO IfEi pT w .fMR OKR M -OWN, OR 1HEi LCNx�E 0 INCH ACCHNNIUL JOINT IVIQE NDILATCI W M rLAM. SMALL DC ROTEGTID A6AM51 fRQZICs DT MTALLATIW w TOR 1 OIDIATNb NUTS >TNOAJtD 1 VZ XKAS IPMIDdI INCH N1 TIIIIX IT- SM -11-II SKC}S WITH A TOTN. WIDTH w ROLR ffYT Al R D3R[CTON w d4NVNA LONII[(AORWIY III M HIC DIAICiER WatxvQ I> -Am,r M 51lEi> >II N I I LIT SO IATEL bl .ROOK M MOWN d M WIN MTIR LOVACTIW w M SIX NCH b1 L a LT C(fTTI w DIARY• MYORANi S11W DE MrN1ID ro M WMIILT.IILt`S MOK uQWI CARE >IIALL O6 EIW[LISHJ D M CANIRALTw C- IMTRICTIOM WITH HOZ2LE5 ADOVT A ADOAL rNISH 6[ALX COfACTOH L MI, M STYRMONI W I TO IRE W pAWlre TO M M21-. SIYIEOFOAA 5M >IIEr> SMALL NEEt M LCSIRLSSIK STR/KTR RCWtIDMENTS w ASTM Op31-TJ Am SHIN 11 HYOUNT LMNCIiS. De A> NAAIIALTR(D DT bow ULYILAL LOVANT. 4DLND. YILHIGhµ M EOJIVALIIi. N IO HYI>KANNT AS>O.eLNI SINLL -11 Or A SIx IM.H 11 4ECNARICAL .IOHIT bAre VALK Ux SHLLL M WAIDM - HAK LC55 THAN IIK FEET W Or Tw Or LOVER OVQ M M rlrc. COVORYIN6 TO AWWA L-]OD A FOUR ROOT 1A1 -TH Or slx WOf p'1 -'1 52 dJ - AM III W 1. A CCMCNT-LINM61 AID M / HYDRANT. I. NTOHUNi ILOW rz T.- iK HTdRANT SHWL WK AT I- EMNIMIN INOIE> fp1 DCTWCCN M DOTTW Or M IOtU>1 >T[.AVJR LN AO M !MOU. IM 5fMNLY M%DO IDI AICHIS. TACKWILLOE W1 A 1H6LE_MAXIMA HYDRANT SMAIII LL RL TILION COVLETION AHO ACCFPtAAEE OF TK MAIN OIE HYDRNR Al CACN INTIIXC AIO A Or500 -T DOOR xTwlrAl MYCR 1 LONSTRULTIOH DATA 5NAJ. DI ODTAI NO SUDIIIrTI3 TO THE TOWN TO N1'w M.0 WITH A MINI WAra BLOW d ]00 6ALLCM M MR WITH A ZO ftI RCSIQJN, IltlS%R! RW CAW HYOUNT. M M-ARWTI(M Of IRE ILOW AT ZD T>I Or RCSOUAL rRE>SIAII. 1B cWSTRuc I. NOHOOS A NDIFiTIW ND rz>TR» N.L f1/E ND'ITT- >1KA. DI INMECTW AHD rzSTCD N ALLOFDANCI WITH M MANRALTLIIQ'S SfELMCAT10M5 MO M NMICN}OKD AWWA SfCCMILATIOD. TK TNSM O'er cOIO'RA,LTM - PLRNNH IM ARROYAL-TIIOATIW RW M IM4 MNARACTIAra Mi ALL TCRIORVO WITH SATISFAGTMT RR-TS. rift SMALL NOT DC INSTALIA WI1HdIT TESTS HAW !IIN TK ENSINER'> M WIM AUTgRITY5 AfROIAL. 9� D. NSTA ON UN05nA� rifts FITTIN65 AND ALCE5$ORICS SHALL DC LARErUAY HAOLCD 10 AVOID ONA$E. ROIL BAOOIl WM O 11C DATC Of A-T .0 Or M R"1 WCRR DY M M M WNRALTOI NMLL ROLMR ANY M,W f1rc M AG CESSORT IDAD TO DC bOCCi1K AT ANY 11MI IlCLWN6 MTII INSTA 110H. EXCAV MAN - MMIWwILY OAIPACIED W R. V15 AT NO [WIDC TO M owKR. ALL NSTAIAAT ION NO TCSTIW SHN.L DE OOK IN ACGOtDAMLC WITH AWWA STArOMD L-000 AO NDI >rELr CN "I >0[S O 1MlIl C5 N.L I-1 I OtVRY LRACRS SHMU. DE REJECTED. M GRKXS OLCUt IN MIME M . il. Q MDR N DpM HAIR r TRG NwM1gI LONIRALTR HAT AT HR OWN OOINX AID WITH M ARHO NiL CI M INM1BLeR i.UT OII M MACKID IOIRTION> AT A POINT AT LEAST -W NNE.ACS IDl rROM TI VNIDLC LIWT5 Of M EA_ tY FE Ws g• BDAN, IRDM K SATARF ACR AIO USC M SOJHD IORTIW Or TK fire- .MA flEs AIO I TTNDS >Wil em UEMN OR ALL IORCI6N MATM AND lXDltlS R1dt TO IMTALLATION AID MULL IOC KVT UIMt UNTIL TK 1.. O R 12" ME EROtlN5 Or AI;COTANL[ DT TK OWSCR. AT ALL FMCS. WIOI T I fM! LAYW6 D NOT ACTJKLT IN FRpRCS>. TC OIIN ENDS d M AAIROV[D ROEx TREE pIIIM OBUMtY 8" TWDE �AW M ) fVC SNLLL DC (A..OSED DY i[11fGIARY WAIR . HAJSD 01 DY OT1Q Arrii D VN!F TALL VR (ND Sn}ILS 11IrALL -_-_ --- 1NL CDORALiON SNNL AT WAM IS N M 1RDKM WHIN WORK 11Rf"iIG. M HAG- MOT W ROIOAm UDR. EN TKELY RiEE W DANCrCR w WA ra LNTCRN6 M TIC INS fM>CD. M rMe >MNL DE XISTAICD M TReNCTES NO AT M LAIC AII &RACE >IgWN ON M CONTRACT MA WIN». 'Y Q 1R ALL vgWc H, IRWR9 Aq REACT FR DACI0TWN6 My CVLlLTON ,ONITI SIM1A, DE WITHIN M LIMITS 5flG1FCD DY M LTATIJIACMQ. ALL n rlMb AND h//LKlI3A1Le5 COMCCTED TOM CWVYINi SHALL DE IArr- b - THAT NO BlBDIIq MWL 0< TIWIOJORT R >TMN MARL K WIOSID ON M --T II M CWIROHT WM/ALTURIltr XfLMCwTNMf IMLLLCI MT r 7 LOADS ARE !HO'T TO DC TRNDfWIlO. M GOItMLTM SMALL SI.pNT 'gym WAS DJ.. DTI )/A' SIOQ FM PVC LERTI-ON ORLOMfLIANLE UTASTURam SIR 0/IAB' n. LONLRITC OI,f. M-0CK5 >I, III K NDTTO EN ON AL rLt165. HIES. AHO OEIDS DITIELTIN6 N VA CEHCIS M YORC. CARD TAKlN TO IISLIIRC THAT coM.Rrre MARL IN 1 - WITH RAM6[5. AM, M DO.TS. M RWIRID AKA w MINT DLOLTt> ME MEOILATIS . OR O W TK fLAh M SHALL DE M AfROVlO DT M lN6WER. ON IN, TYPICAL WATER TRENCH vRCTCKR SEWERS RO» UCIR WAMNAIM, TC WAMMNIN 51MLL DI LAD AT SLCH .Vl NT5 0.EVATM DW Of THAT OTTTHI WMMA-IN IS AT LKAST III1NGK> ADOK M TOI OI M SEWCR. Mp My""' XfMATIOI 'MALL CE IMMTAIKD FOR THAT rORT1ON Or M WAMKA1N LOWTEJ WITHIN TIN r.1 ID1 HRIZONTKLT Or ANY XWIIII IT MO>X5. THIII SMALL DC NO RnSIGI1 fAMCCTTON xnv[eN TC ODTRIDVTIM ST>TI1 ND ANY fI[S. RAI>. HTORIAh. M TNxS WHICH NIL XIRCD M MAY DI SIRLCD WITH A - TORM PPE THAT 15. M MAr a GONTAYHNICD. N NDrAE<s WSCJtE M u9E OI DIFrRrxF TYRs d - REOURC JO TK CRR _ SIWA MRNISH AtD NYTNA NL _( Y AC I ONE LENGTH WAMRUNE) ALL iRIKNRW SAfE'rY STNOMPr MALL DC IN LOIDU I WITH ALL N'ILILAI-I 5- AND L(C�E�NTER FEOIt)J. WIC6WC5 AIO N SIlLMIED M TIC PAD. 18' MM. M WHIRALTR SHALJ.. AT NA TWOS. FVI M 1R[NLKS CNTRI.Y fRLC OrWAra -1 ALL vAORR D Iwl>HEO AHD Rf.AOY IM DAUPM1LIN6. MTtK M VMON TPCLIICS HAK OIEN IMTN,LlD. M TRCNCKS AID OTKR AREAS TO DE FILLm MULL CE b_RIlb TO SIIDBRACC WIM NEW WATERLINE WNEREVCR r0,,� NATU N. C%GAVATFD TRW M TRfNL1l NO DALXFlLLIM6 WILL III ALLOW[O UNTIL ATTY (.OHLRIrz MASORT INS 5!T XRFIGI[NTLY AS OICO DT M CN61KlR. ROOTs, I_.NO `ICI` WIERIN.S UXD MATERIAL IM. RANG MALL D[ IRE! Or A-,, CENTER ONE LENGTH OF PIPE FM OK.I RLN6 TRENLKs SHNLL DE IROI Of IT- WC- OKR ]0 FOUNDS. NO -I ICASlRw6 ovQ oK AIO OIC -NNI NCK> 11 V51 IN M Larwrtsr bRobu)I SHALL ce VNDER STORM PLhcCD MARTIN OI IOOt IO w M IP[LMC DEED DAO(falm. DAGIJILL IM MA r SHAM DE M1ALCD IN sl% INLIN III LAra>. EACH LAM DCp16 CENTER WE LENGTH M PIPE NOT TgROIwW.Y COVACYCD 10 NOT tC55 THAN L rCRC/Nf Or YnxBRRI E>RY pCN>ITY N --`1 DGTIRLIMID OY M M>INTO-I-T >TAWMO ROCTOR rN[rWA rRILNRN'11D SHALL DC OVER STORM TAXII M OR I1.KIIMT AJD LOfACTOHN w M DACRfR1 N NOT TO bALAert 1.1` - - W M fMC M STRIJLIIRG M DACFFLL 'MILLI DC dIQJwNT tR [VIAY. NL WATERMAYD SHALL DC INSTALLED WIM A MIN[RM COKR OCriH Or SIN pl NEW WATERLINE XIOI.US IX -,A- MATEUALS NOT USED IM DACICIDJ. SHALL K CNY Of IN A MAMCR SATIXALTOtT tD M INIV AI, SURKU> WMIN, M SIOL 51- IC ReIIOVED ROMrTLY 18" MIN. AND a- OR SO b NOT TO BE ODJCLTIOADLC TO AWtTQS M 10 M beNp:A1 NADLW. vKK DOXf3 ME TO M YNSTALLCD W Al a.I1CD VA.VC>. M DOCS 511AIL M LAST KW WITH A MIHMAN R1K AHD (RC-RCLRTM HCII I VAl DIAICTQ AID LM6 Itl1.W11 TO CIfTIO NEW STORM PIPE Rdl M NICK TD FININQ) TRACE. M DO%Cs ]11I1A CNCLOSE M ciIRAT_ - AND STUIRIN6 DOX w TH,, VILK. VA.K DOC> SNNL NOT TRAMSFCR LOAb> INTO M NICK GOMR SNNJ. DE (CENTER ONE LENGTH UNDER WATERLINE) CLOSE Fill- ANC CI -1611T WITH M Tw Or M (:OKR FLUSN WITH 1K Tw w M DO% RIII GOVIRS MULL IC MARRID'WATW WITH AN ARROW DDCATIH6 M OflC TIW OF OIIHW6. vALve DOXE> >HAu. DI TKQ rlece TLM-TYPE. WATER / STORM GRO551N65 5 THE COHTRACTW SHAM NOWY "OGSAFE' AT 1-B88-xA-T233 PRIOR TO ANT EICAVAnON. LINE CONNECTKN � olE� iql vNW �-SrRTNMSR sttRJl PXWW ro SPMaOER sYSTFLI W1e waW BADatDR PAEw1IRw vAW DDNESIID MIR UIE RTAIOR TaIRrt w WATER / SPRINKLER CONNECTION NT5 NOTE: W. CURB STOPS ANO/OR GATE VALVES SHALL NOT BE PLAOD IN PA`hMENT, RB CUOR SIDEWALK, �IRaWq ,TY-zr vNSf eoX LMDD1Daem SGR a• VAS W N�YDRnNT ICE � � W'W a' TWA DJ. R WNCRIE \. lU[13T BLOIX SI WTETI 1RNR S/.' OgMKD RTM iR BNMC M.GIIAadB - NJ (RANDS SHALL K 1CGAATB' R AFRIOV♦D EOUA Y -Y OWIIDI[0 STOIC RNMAQ _ -- �� 1. ur n) Blow Nro11Mr - IRDr- Im "Ty oD AS dIDBw 1K E1JDRp1. MIUST BLOO HYDRANT DETAIL NT5 _SOIL TYPE - CUY/%T }SOO PST CONCRETE ET N 8' 1 ' CONMETE CWIYIEIE f11AA3i } 9 w a 8 IT ENO AREA a0' 9 16 }S AT ENI AREA f r �ARNNG J ET�ID r�S 8 11 25 �LST1IRBED AGAIHIT UNDISNROED SO PT BEARING AREA SOIL BABED ON Im PM WYXO(NG c(uNRtSW NTo aN INAR PRESSURE PLUS IM PS SIJRDE TYPICAL T ]P)EADENDS-CAPS TYPICAL BENDS ALLOWANCE AND BEARNG wA r.Y. eA AA<S GAPADTY O TOOO LBS/SO R NOTE: PACE 4 mtl POLYETHYLENE BETWEEN FITTING AND THRUST RLOCN THRUST 6LOGK END AREA NT5 GATE DETAIL NT5 NNSaM, WATER LINE SEPARATION RGIM[D WAT/R YVMDAf TIGMI® FD[Iaprt�CrR[L ANT[RDN n H6 OR Tp- iIiR TD YNIT[5 KdtWTO FACVIUW6iTNPOD�M�O>I.EMA6EINO fIW. K ��Mw. NMI WATER LINE GROSSIN&5 �(JtpO r»NS wA1OR WNa s ro»iR �M W/.TERLKKET fN,WmmAN M D %nR®"`OSAEo"Ai[ M„e nwceDOOMioI1 LAIR WITH r�i"e''s ar"uwr>xs iNe DDTNW-C[iO[ ar- ur o»xKb OR n T@. i wIo IAx fWrEN LL'1Ia'TID. Y�NDIYIN D eR TATppt�K[O SCCTIIN GODTTSRRpyyCCrflll0 TD IA 11 ITAOMpS AYpJ>!r DE rIl>MlltE pEYCyp rpi'Wl'OOTNADpaC ITIC THE TO A>NMC WA1R µILK» N.x TO DMArILLIM io 1 wNrAIMDiOoaLrle w Arli[w:r'v"wAM$eA'To >TII'w` µur CENTER ONE IENCTR w PIPC NEW 'WATERIHE ItI. NEW NAIERLINE CENTER ONE LENGTH w PPE 1 Ir uNDEIt SEWER 5EWER/WATER SEPARATION DETAIL FOR GKO5511\165 NT5 HD.«L - AMAMA -- L�iNa eD.TNMrx RATAM -.. GATE DETAIL (5EGT ION) NT5 - RtipcaRAR, •^. rAM nArl / r )i 1� DI GLSL rqI DOLLARD DETAIL NT5 DUMP5TER FENDING (5EGT I ON VIEW) NT5 !. O 1 1 Q) I .1`. f 0 1. IN Nil N Alm j K I.T.;fILUa• / n1�GWCWG fat/NTH IMAS� DUMP5TER FENGING (PLAN VIEW) NT5 8' 91DEWAtx NOT INSTALL N PAVEMENT BARRTN /\ MALL MIJMJER H-IOJN! 1 CURB BO% OR APPROKD EQUAL INSTALL AVERTICAL I _ X-1]WB _ NECK LOOP CORPORATION STOP OR EQUAL III M1IEUER BzszoB CURB STOP DR APPROKO EQUAL WATER MAN TYPE COPPER .� �Wd bA CONCRETESOCK \7 WATER 5ERVICE DETAIL NT5 M AtlRM IY M OIIP fAd D[KNN - -- -. l MO. xm rP rnNEw TAD aJ � DUMP5TER/RECYCLING PAD DETAIL NT5 POUR w PLACE -15M PSI CONCRETE OR A PRECAST CONCRETE RING BETWEEN THE Cs. TOP AND BOTTOM OF CAST IRON FRAME. MAXWW HEIGHT SIH LL BE B INCHES. (BRICK SHALL NOT BE USEDS Ml 00 NEW CURB SHALL REST ON T L COtlC, OF BASIN 00O' `ER - ADJUST HEIGHT I OF ORB AS REQUREO FINISH GRA e" \ GRQUT FRAME M CONCRETE THE FRAME OPENING SHALL MATCH THE CATCH BASIN TOP NTH NO 24' 9NI ABLE - —E. ANIC PLUG ALL BACKFlLL THOROUGHLYp(P PIPE ADOD P.S.I. CONCRETE ALL STRUCTURES SHALL BE DESIGNED BY A STRUCTURAL ENGNVER TO WTHSTAND AN H2O LOADING REWwEMENT ALL PIPE OPENING SHALL HAVE A WATERTIGHT F-E4BLE PIPE SLEEVE OR GASKET. ON ALL OUTLET PIPES 6. asT1RBEo saL LEDGE PAYMENT EXTEND BEDDING i0 3 CRUSHED STONE BEDDIN LNITS O EXCAVAi1CN PRECA5T CATCH 6A51N NT5 CATCH BASINS SHALL BE SZED SUCH THAT I. AT ANY ELEVATOR, A MINIMUM OF60X OF THE CIRCUMFERENCE SHALL BE CONCRETE, 2. T , MINNUM DISTAINGE, AS MEASURED ALONG THE CRCUMFERENCE, BETWEEN TWO OPENINGS SHALL BE 6'. 3, THE BASINS SHALL ALSO MEET THE FOLLOWNG MINIMUM REQUIREMENTS'. PIPE OA ALLOWED SIOEWALL CKNESS CONCRETE COVER IOOESS JCI�LARGEST Us 4 e 30 S ,0x 6 ,2 1 BACKF91 WITH APPROVED EXCAVATED MATDWK _ MOROAFCOPAGiED IN 6' LIFTS TIE SIDES OF TRENCNF.S 4 fT. OW MORE IN DEPTH ENTERED BY PERSONNEL—� SHALL BE SHEETED OR SLOPED TO T E ANGLE OF REPGSE APPROVED ROCK FREE i BACXFlLL THITROI)GHLY CONPACIEb IN 6 LIFTS NO STONES p ETfRTI)IAN , 1/2" 3/4' lO 1-1/r CRUSHED STONE BEDDING — UNDISTURBED FINISH GRADE IIAdUll1 WTR APPR fXC,LVATEO W1FTaN INTMH�udar wINPu ME — OF RIENCHE' RGO INNXE N INPI N,UED BY PfR50 OR slut IE E slum TOTIME A LE xdE APPROVED FREE 6AGNFL. TRROCKd1aILr CdPACTED IN R' aAMETm) uRasTUAeED wIL M R,4AM � ,MAIN 5 ,n 1 ON wrAlX1DE .—A.- 9� L M PPE TIP 2cR� ac 9' IS NAMETER OF OG PIPf) nP Tc�aHs ADraR s,.LL .T� aTw A U. WINK SW"FRI�" sNED s wo READY FOR BA0K—NG TYPICAL SANITARY TRENCH NT5 FOR SANITARY LINES, IF COVER IS a. MAN 5 1/Y. PLACE 2' ,HICK INSULATION BOARD WINCH 6 SWTABtE FOR BUP- OVER PIPE. IN NO CASE SHALL TINE VFR BE LESS . VER THE GROWL 6' MINIMUM SERVICE " 35 PVC USE 4' aA PVC PIPE m MARK LACATIM A D DEPTH OF SERUOE CONNECTION EXTEND FIRM PLUG W Y ABOVE FINAL GRADE —, ,a i TIE EE POARY Luc �'•� �FOR WSM, 35PVC .-- sav FlTRH, SEMD, MERCM DETAIL UNDISTURBED SOL SEWER MAN AND SERWCE BEDDING DETAILS 5ANITARY SEWER 5ERV I CE CONNECTION NT5 PERFORATED PE PIPE SEE PLAN FOR DIAMETER THE CONTRACTOR SHALL WRAP ��--W NMAF, I� OR EE.A. PIPE AN STONE DRAINAGE FABRIC UNDISTURBED SOIL. LEXTEND BEDDING TO UNITS OF EXCAVATEN STORM SEWER TRENCH NTS BACKFlLL WTH APPROVED EXCAVATED MATERIAL THOROUGHLY COMPACTED C IN 6' LIFTS O M THE SIDES O TRENCHES 3SW 4 FT, OR MORE IN DEPTH E ENTERED BY PERSONNEL SHALL BE SHEETED OR SLOPED TO THE ANGLE OF REPOSE APPROVED ROCK PREE 6 BACKFlLL THOROUOiLY COMPACTED IN 6' U.F (NO STONES LARGER q THANdA.); BACKFILL WITH 3/4- .. ... ....:... .. CRUSHED STONE UNDER 6. DRIVES AND ROADS. m Mi ■aIn dRE0' 1�SILT FENCE ACROSS WTCHUNE OF FLOW 11 SHALL BE INSTALLED IMMEDIATELY r`/5 •x• UPGRADENT OF STONE FILTER (SEE SEPARATE DETAIL) pLENGTH OF DITCH WITH STONE EQUALS WIDTH OF O sToNE, 'X', MEASURED 'IC AT TOP OF STONE. FINISH GRADE OF GRASS -LINED (SHNED DITCH SEE SEPARATEWN) OR TU DITCHDETAIL IB• CLEAN 4' TO 6" -� DIAMETER STONE (ANGULAR OR RO NG) CROSS SECTION VIEW NOTES:- 1. STONE FILTERS SHALL BE INSTALLED AT THE LOCATION(S) SHORN ON THE SITE PLAN. 2, DITCH SHALL BE SEEDED A MULCHED (IF GRASS-UNED) PRIOR TO INSTALLATION OF THE STONE FILTER, 3 THE CONTRACTOR IS RESPONSIBLE FOR PREVENTING CLOGGING/SILTATION OF THE STONE FILTER WRING AND IMMEDIATELY AFTER CONSTRUCTION, UNTIL THE PRoJEcrs PERMANENT EROSION CONTROLS ARE IN PLACE (VEGETATION ESTABLISHED. ETC.) AND THE ,rRl PROJECT HAS BEEN ACCEPTED BY THE OMER. IF J�gNj NECESSARY, STONE SHALL BE CLEANED OR REPLACED. STONE FILTER IN DITCH NT5 24" X 6' RECTANGULAR 4' DIA REW. CONIC. OPENINGS (2) WITH f4 R®M NANNOF WITH FLAT CAST IN PUCE O 3 o.c. SOLID LE CONIC. TOP ACROSS PLACEOPENING CLEANOUT FRAMECOVER 2500 PSI CONCRETE CLEARON R-BOB ORR EQUAL T SHORT LENGTH OF PIPE 45 REND AS NOTED ON PLANS EXISTB CHAIN UNDISTURBED SOLL NSULATION WHEN REQUIRED FORCEMAIN ('D' IS OUTSIDE --- DIAMETER OF PPE) THE CONTRACTOR SHALL AT ALL TIMES KEEP TRENCHES ENTIRELY FREE OF WATER LINM ALL WORK IS FINISHED AND READY NOTE (Z) (FOR SEWER AND FORCEMAIN TRENCHES): P COVER IS LESS THAN V-6", PLACE 2' WIDE BY 4" THICK INSULATION BOARD, SUITABLE FOR BURIAL. ON A 8- BED OF SAND OVER PIPE. IN NO CASE SHALL DEPTH OF COVER BE LESS THAN Y. AT DRIVEWAY AND ROAD CROSSNGS. DEPTH O COVER SHALL NOT BE LESS THAN 4'. TYPICAL FORCEMAIN TRENCH NTS CLEANOUT DETAIL NT5 NEW 4' PVC FM CONTRACTOR SHALL CORE @ BOOT A CONNECTION FOR THE NEW 4' PVC FM. REMOVE THE EESTNG INVERT TABLE. AND CONSTRUCT A NEW BRICK UNED INVERT FOR 1NE FM DISCHARGE. 114E INVERT SHALL BE W IN WIDTH (MATCH EXISTING) AND A MINIMUM OF 5' IN DEPTH. FM CONNECTION NT, -•—lY PE d5(wMGE INSTAL r OPENING rwir Qusm SROE POND OUTLET 5TRUCTURE NT5 E IS RNG 50 LAIN.+{ ADEIPHA EXISTING GROUND --� PROFILE 1-1/2- TO 2- OR SUBGRADE DIA STONE (B' TRICK) 30 I EESTNG ADElPHI DRIVE 1 Bw: r nai T I I 1 I11 II I I\` II `� II r .- RHIMN4AI w ,2' I I ��r OAORND I I 1II II RTO TOWN _ frUSE dEY MAHUM, NING Opp YIB1T SECTION JOQR as NSTALAnoN AND cLEAMIMc WTwI WITLAND AND — ZOWI, -- SILT FENCE DETAIL NT5 END SECTION — TYPE I STONE AS NOV ON PLANS PLAN VXW STORE ER VT C. 706.04 IM 4,��� ��`YyU'1���«'� •-'����i�+�' NBA w.\ PROPM T i GENERAL SANITARY SEWER SPECS. 9 SEE OTHER SHEETS FCR ADDITIONAL INFORMATION. 21 CONTRACTOR SHALL CONTACT ALL UTILITIE5 BCFOKE CXCAVATIOIN TO VERMY THE LOCATION OF ANY UlDOR6ROID LINES. UTILITIES fWORMATION SHOWN HEREON WERE OBTAINED FROM THE BEST AVAILADL.E SOURCE AND MAY OR MAY NOT BE EITHER ACCURATE CM COMlLff . THE CONTRACTOR SHALL be 9E5PONSIOL.E FOR ANY DAMAGE TO ANY UTILITY. N,ELVI OR KIVATE. SHOWN OR NOT SHOWN HEREON 31 THE HORIZONTAL AND VERTIGO. SEPARATION FOR SEWER AND WATER LINES SHALL BE INSTALLED IN ACGORDAICE WITH THE LATEST EDITION OF THE -TON STATE STANDARDS - RECOMACRCCD STANDARDS FOR WATER'. 41 PRIOR TO CONSTRUCTION A WTERIAL5 SHALL LE AfFROVED BY THE ENGIEEL 5) STOW SEWER PM Ur TO E' IN DIAMETER 544AU. EE NC SOR 35 C,OFCRMIH6 TO AST" 0-3034 ASTM 0-3212 AID ASTM F-477 E NECESSARY STORM SEWER PINE b' hOR 35 GREATER IN DIAM3212 TERAND SHALASTM PROVEN r TOPSOL TO IN AN MAINTAIN llr omiH -3 -4 7. COFOWXVG TO ASTIR D-JO.Y1. ASTM D-370. AND ASTM F-4TT. AND GRASS ""'AND (OONSMATON ) W. GADS DITCH MOPE IN DITCHd ALL 5ANITARY SERVER PPE SHALL DE PVC SOR 35 CONFORMING, TO / CEPl11 V.MWES AS 0-3034. A5711 0-320. AND AST" F-4TT. PIIOVrIX MN TI ALL TRENCH FLU. SHALL, BE PLACED IN 6' LIFTS AND THOROUIS/lY CORACTED TO 'ESE OF MAXIMUM DENSITY OF 0"1" MOISTURE AS OIIWIAL -- DETERMIISO by ASTM 0%& STANDARD PROCTOR. GROUND '�� ' _1 -----_ .3� 1 r— - A ALL NEW GRAVITY SN/ITMY SEWER WINS SHALL BE LEAK TCST[D Br MAINTAINNETT- - A LOW PRE55URE AIR 'TEST AND OCFIL(.TION T95TED. THE LOW KESSLEE AR TEST WILL, BE USED TO $INMATE INFILTRATION aR OPE PE TO IN AIN 07. EWILTKATICN INTO OR OUT OF ALL GRAVITY SANITARY SEVERS. ALL R1. f UNE SWALE N1N DOMON CO"WHIL MATTING TESTING WILL DE CONDUCTED UNDER THE SUPEAVI51ON OF THE AND MAX, OF Q04 FT/FT (BOY MMA S2 OR APPROVED EQUAL) FOR SLOPES EXCEERHO M EHLSIIER EAIR TESTING SHALL BE PERPOIMIDD IN ACCQRDANCE WITH ASHY C626-60. THE MINI" ALLOWED TIME FOR A KESSURE ORD' PRIM 3Z PSI TO 25 FSI 511M1 DE l2 MINUTES FER TOO FEET OF GRASS DRAINAGE SWALE 30 MA: AT LE ST MYS THE D�E,TOIN TES G°� ORMD. PINE 50 MIN. PLAN NOTE 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRAOONG OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WM ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OFANY MEASURES USED TO TRAP SEDIMENT. Al SEDIMENT TRACKED. SPILLED, OR WASHED ONTO PUBLIC RIGHTS -OF -WAY SHALL BE REMOVED IMMEDIATELY BY CONTRACTOR. 2. ME USE O CALOUM CHLORIDE OR WATER MAY BE NECSSARY TO CONTROL DUST WRING THE SUMMER, 3. PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF-WAY. 5TAE5ILIZED CONSTRUCTION ENTRANCE NTS NT S THE CONTRACTOR SHALL NOTIFY 'DIGSAFE' AT 1-888-DIG-SAFE PRIOR TO ANY EXCAVATION. SHALL EXCEED A DEFLECTION OF FIVE PERCENT EVIL P THE DEFLECTION TEST 15 MN USING A RIGID BALL OR MANDREL, IT SHALL HAVE A DIAMETER EQUAL TO 45Z OF THE W51DE DIAMETER OF THE PPE. THE TEST SHALL BE PERFOMED WITHOUT Mffc4"K,AL PULLING DEV"S. '9 ALL SANITAKY SEWER MANHK"5, SHALL BE TESTED KICK TO CONSTRUCTION OF THE INVERT BY THE VAUAN TEST METHOD DESCRIBED IN THE TECHNICAL 54'ECIFICATION5. THE MINIMUM ALLOWED THE FOR A VACUUM DROP FROM O' OF MERCURY TO -r OF HERGLRY SHALL BE 2 MYUTE5. EX ANY SURFACES, LINES, OR 5TRULTURES WHICH HAVE INEPA DAIA6OD BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO A CONDITION AT LEAST EQUAL TO THAT IN WHICH THEY WIRE FOUND IMMEDIATELY KIOR TO THE IWBIHNING OF CONSTRUCTION 19 THE CONTRACTOR SHALL COORDINATE THE LOCATION AND INSTALLATION OF THE IDIVIOUAL LOT WWER LINE SERVICES WITH THE OWNER AT TIE TIME Oa CONSTRUCTION DISCHARGE VALVE PIT PIPE 10 INSIDE DIAMETER 4 PIPE ID DIMENSION A 4 5 6 4 1 2 0 I. WIETWELL AND VALVE PT SHALL BE PRE-ENGINEERED 4000 PS REINFORCED CONCRETE STRUCTURES DESIGNED BY A STRUCTURAL ENGINEER LICENSED IN ME STATE OF VERMOIT AND CONSTRUCTED ICI WITHSTAND H-20 WHEEL LOADINGS. VALVE PIT 2.EXTERNALLY �NCONCRETE a M TEST FO4 WATERTCHINESS. 3. ALL FORCE MAN PIPING INSIDE OF THE STRUCTURES AMID MROU4 ME WALLS SHALL BE GALVARZED SIM- EXTRA SRONIG W.T. 4. ALL BALXFILL MATERIAL MOUND THE STRUCTURES SHALL BE THOROUGHLY COMPACTED TO NOT LEA THAN 951E OF MANMUM DRY DENSITY AS DETERMINED BY ME AASHTO-T-99 STANDARD PROCTOR. SLOPE DNISH GRACE AWAY FROM VALVE PT MGITTAIR WITH NOM-1M O MT � 1 I e PROVIDE CONCRETE 11IR)ST BLOCKS AT ALL BENDS IN THE FORGE MAIN r TRANSITION \ COUPLING — s r I MI ELEV . 325.5' FLOOR r CATE'\ VALVE ALARM U PUMP STATION NLCO OR AN APPROVED EQUAL DUPLEX ACCESS LID AHD FRAME ASSEMBLY CAST-N-PACE PROVIDE PADLOCKS WITH SAME KEYSET FOR ACCESS HID. CONTROL PAWL AND POWER DISCONNECT SWITCH LC32] FRAME h COVRII % OR EQUAL-- / e MAIN FIEV . 329.5' - ( M NUBTU' Y PULP MANUFACTUr LIFTING GRAN 2 TO 5 COURSES OF RED MAR )ENED — MORTARED ON ONE OUT ONLY MOAT P BRIO 30"e I TO V PROVIDE STAINLESS STEEL VERTICAL PPE SUPPORTS WITH STAINLESS SSTAINLESSi RUBBER G PROIEGr THREADED ROD ANCHORED INM 48 WIL :TWEEVERY 3' ON CENTER L S' MINYOM 2' THRV GAL ELEV . PPE 12'EMED LONG WIM CM FOR EMERGENCY MINIMUM CONNECTION L ALL JOINTS SMALL BE SEALED WITH BUM ROPE OR A RUBBER O-RING CALL M 3' CHECK -VALVE UNION Ir MN. OF 3/4' CRUSHED STONE DO NOT USE LIMESTONE 3" SCH W PPE � IJ 1 (TYPICAL MR(TYPICM. MR BOTH �STRUCTURES) 9Eµ ALL PPE OPENINGS LESS THAN 6' WITH NON-SHRN( —J GROUT CHECK UNDISTURBED EARTH MONOLITHIC MINIMUM OF HIGH MEMA 4 CONTROL PANEL WITH LOIC AND KEYS TF {' GALV VFMNT PPEPPE WITHSCRIDJED CAP2COMDUIT SEAL —� m TERMINAL N3� WITH 2) PRESSURE -TREATED 0.40/4F. 4' % 4 POSTS POWER METER POWER DISCONNECT SWITCH MOUNT ALL PANELS ON PRESSURE -TREATED (40 CCA) 2 P 6 WOOD PLANKS ENCASE POSTS IN CONCRETE ELEV . 329.5' TO WI 14 L 40r 2' 9CH {0 PVC COMMIT PVC 1lT POYEA APPLY-- SCHD 40 nEy . J22.T5• INFLUENT PPE PROVIDE CAST -IN -PLACE FLEXIBLE CASKET FOR ALL PIPES W IN DIAMETER OR GREATER PU PUMP PROVIDE STAINLESS STEEL VERTICAL — PPE —W TS WITH 3/4' STAINLESS THREADED ROD ANCHORED INTO WETWEIL V . 310.35 EVERY 3' ON MIER PS OFF -,..- SUBMERSIBLE PUMPS _ SOLVENT WED ALL SCHO 40 JONTS 2500 PSI CONCETE Ev . 316.35 ( i- �� !Kn r THE CONTRACTOR SHALL NOTIFY 'DIGSAFE' AT 1-888-DIG-SAFE PRIOR TO ANY EXCAVATION. ARFIIl I I0` UNDISTURBED EARTH PUMP STATION DATA A DAILY FLOW . 3.200 GPD B. AVERAGE DAILY FLOW (ADF) 24 H AY RN DID/IN + 2.22 GPM v 60 MIN MINIARIY PUMPING RAZE . 5 TIMES ME ADF (11.1 GPI) OR THE MNWAIM PUMPING PATE FOR A 3' FM (50 GPM) C. HEAD LOSSES 3"DEVKRY APE 8Ni V • (2.{P/f00� . 24 IT SlAllt LIFT (331 - 316 ) 15 FT VALVES ! FITTINGS 5 FT TOTAL HEAD LOSS 44 FT D. PUMP REDUM"TS - 2 PUMPS EACH CAPABLE OF PIMPING A MINIMUM OF SO GW AT 44 FT TOTAL HEAR) SINGLE PHASE, 3" DISCHARGE CAPABLE OF PASSING MINIMUM 2 1/2' SCUM PIMPS SHALL BE EMPO/CORNELL METERS, HY/ROMATIC OR AN APPROVED EQUAL. E. CONTROLS. MENA 4 DUPEX CONTROL PANEL WITH MINER DOOR: FOUR FLOAT SYSTOI CONTROL LOGIC; AUTOMATIC PUMP ALTERNATOR: 115 VAC CONTROL CIRCUIT: INDIVIDUAL PUMP RUN AND SEAL LEM ARNICA UGH TS MOUNTED ON INNER DOOR INDIVIOUAL H-O-A SWITCHES MOUNTED ON WNER DOOR; 115 VAC ALARM LIGHT AND HORN MOUNTED ON TOP OF PANEL. PHASE MONITOR W THREE PHASE PUMPS ARE USED: 115 VAC DUPLEX CONVENIENCE OUTLET; 0-5 SEC ADJUSTINLE TIME DELAY FOR EACH PUMP. PANEL HEATER WITH THERMOSTAT; INDIVIDUAL CIRCUIT BREAKERS FOR EACH PUMP, CONTROL CHIME. DUPLEX OUTLET. TRANSFORMER IF REQUIRED. HEATER. AND ONE SPARE: INDIVIDUAL EIASPED TIME METERS MOUNTED ON INNER DOOR, ALL ELECTRIC WIRING SHALL MEET ME REOUWEMENTS OF TIE NATIONAL ELECTRIC CODE. F. FLOATS: MERCURY SWITCH TO BE COMPLETELY SEALED, MADE OF CORROSRE RESISTANT SOLUTION AND INTRINSICALLYSAFE. ELECTRICAL CABLE TO BE FUME TWO OODUCTOR WM NEOPRENE JACKET. O. CALCULATE CYCLE THE S AM RE RUN TIME VOL. . 5 MIN. X 50/ . 250 GPM �GPM 250 GAL. VOL . 250 CAL / 3T6 GAL/FT . a" FT 250 GAL RUN TIME . 50 GPM - (2.22 ADF)GPM .5,2 MIN FALL 1WE . 250 � .113 MIN 2 it ADi ` Al CYCLE THE . 5.2 MALL + 111 MIN.. 110.2 MN. H. EMERGENCY STORAGE C• PROVIDE FOUR (4) HOUR STORAGE BASED ON A 16 MR DELIVERY RATE V,(1 O�/� / f TOTAL DAILY FLOW 11200 OPD ) 16 MR/DAY K ♦ IN/DAY . RICO GALLONS REQUIRED '•:^ I. AIBMITTAIS KOMI PUMPS, ACCESS LD, WETIELL, VALVE PT, O FLOATS AND FLOAT HANGER BRACKET. CHECK VALVES, GATE VALVES. SOLD SLEEVE COUPLINGS, AND OPERATION AND MAINTENANCE MANUALS. TESTING DATA A FORCE MAN PRESSURE TEST: ALL FORCE MAINS SHALL BE PRESSURE TESTED TO NOT LESS THAN 50 PS AT ME HIGHEST PONT OF THE TEST SECTION. THE TEST SHALL BE OF A TWO HOUR DURATION AND THE TEST PRESSURE SHALL NOT VARY BY MORE THAN /- 5 PS, A LEAKAGE TEST SMALL BE PERFORMED CONCURRENTLY WITH THE PRESSURE TEST. THE ALLOWABLE LEAKAGE SMALL BE DETERMINED BY THE FOLLOWING FORMULA: WHERE L . ME ALLOWABLE LEAKAGE IN GALLONS PER HO R, N S THE NUMBER OF JOINTS, D IS ME HOINAL DIAMETER OF THE PPE IN W04M AND P IS ME AVERAGE TEST PRESSURE W PSI. B. VALVE PT AND PRIMP THE STRUCTURES SHALL BE TESTED N THE PRESENCE OF STATION TEST: THE ENGINEER FOR EXFETRATION BY FALLING THE STRUCTURES TO 1' BELOW ME ACCESS UD. A STABILIZATION PERIOD OF 1 HR SHALL BE PROVIDED TO ALLOW FOR ABSORPTION. AT ME END OF THE STABILUATON PERIOD THE STRUCTURES SHAu BE REFRIED IF NECESSARY AND TIE TEST PERIOD OF M HOURS SHALL BEGIN, AT THE END OF ME TEST PERIOD, THE VOLUME OF WATER CHANGE SHALL BE MEASURED. THERE SMALL BE NO VISIBLE OR MEASURABLE EMLTRATON OR INFILTRATION OR THE TEST FAILS IF THE ZEST FALLS, ME CONTRACTOR SHALL REPAIR OR WATERPROOF AND RETEST C: PUP STATION: M AUTHORIZED REPRESENTATIVE OF ME PUMP MANUFACTURER OR AN ELECTRICIAN FANIIAR WITH THE OPERATION AND SETTING OF THE PUMP STATION SMALL BE PRESENT DURING STARTUP. AMPERAGE READNOS ON EACH MOTOR LEAD SHALL BE MEASURED AND RECORDED. THE CONTRACTOR SHALL PROVIDE A WATER SOURCE TO PERFORM A FULL OPERATIONCHECK OF ME STATION INCLUDING ALL FLOAT FUNCTIONS. ALARM VESTING INDICATOR LIOITS, H-O-A STITCHES. OM TCHES. PP ALTENAN ATOR.O PHASE MONITOR IF THREE-PHASE RUMPS ARE USED. ME CONTROL SKTEM SHALL BE CYCLED MFGU H MORE MAN ONCE TO INSURE PROPER MCUENONG MO OPERATION OF ME RIPS EACH PIMP SHALL IE FIELD TESTED TO INSURE THE PUMPING CAPACITY MEETS ME PROECT REQUIREMENTS. GENERAL ER05ION CONTROL 5PECIFIGATION5 h THE PUVX IE F THESE OF TEROSION a SEDIMCNT CONTROL PLAN IS G01PLY WITH STATE I. SEE OTHER DRAWINGS OF' PLANS FOR ADDITIONAL STORMWATER AND EROSION CONTROL SPECIFICATIONS ANDCONSTRUCTION DETAILS COTALL STABILIZED NSTRUCTION ENTRANCE THE 1-TRAITORSHALL 40111T 'DIGSAFE" AT a FEDERAL REGU XTIONS OEALWG WITH THE CONTROL OF NOMPOINT SOURCE ►PSI EXTEND FROM EXIST MIG I-888-DIG-SAFE PRIOR TO ANY EXCAVATION. POLLUTION THE PLAN GONTAIN5 A SERIES OF DEBT MANAGEMENT PRACTICES I EDGE Os PAVEMENT THE ROADWAY AND YARD FINISH GRADE SLOPES ` 1 NOT ISE STEEPER THAN 3 ON I THE FINISHED GRALJE SLOPES SHALL DE IMMEDIATELY , AND DESIGNED DI M T DO SITIO DL RESULTING PROM STCRMWATER ACTIVIAUNOTIES. 1 AND OFF -SITE SEDIMENT DEPOSITION DURING LARD DISTU:DANKE ACTIVITIES. GRADED AND NEIGHED. I \ 1 THE PLAN CONSISTS OF TW" COMPORERS. PREVENTION, TREATMENT, AND 3. ALL 015TLRDED AREAS SHALL DE 5TADILIZE0 WITH SEEDING AND MA.CHIN/G PRIOR TO OCTOBER I OF EACH YEAR ANY 0I5TURDED AREAS I / CONTROL, PREVENTION MEASURE5 AVOID WATER QUALITY PRODMLMS DY AVOIDING OUTSIDE OF THE ROADWAY SHALL dE IMMEDIATELY SEEDED AND AILIGHED WITHIN D DAYS ACTIVITIES THAT CAUSE NPS POLLUTION PREVENTATIVE MEASUKE5 INCLUDE _ / / 70 / 1 EXX15TIN61 V0" N MINIMIZING DISTURBED AREAS AMC) SEQLENLING CONSTRUCTION TREATMENT MEASURES INVOLVE THE USE OF PHYSICAL MET TO REDUCE THE RESIDUA. AY. THE EROSION CONTROL AIETICDS USED q.RING CONSTRUCTION OF THE DEVELOPMENT SHAM PROCEED /N THE FOLLOWING SEp.EAGE+ z 4 _ SOUTH BURLINGTON LEVELS OF N.0 POLLUTANTS, TREATMENT 5YSTEM5 INCLUDE THE USE OF I ' ITN 1 R DIVERSIONS. TEMPORARY SEDIMENTATION DASINS AND PERMANENT DETENTION BASINS. /\) THE CONTRACTOR SHALL INSTALL AND MAINTAIN HAY DALE DAMS. SILT FENCES, AND OTHER EROSION CONTROL MEASURES. IF REQUIRED, TEWOKL 1 AND PE RANENT ROUTINE TREATMENT MEE AND MAINTENANCE OF THE AS ORDERED DY THE ENGINEER. THE EROSION CONTROL. AEASURE5 5HALL EVE MAINTAINED AND REPAIRED AFTER EVERY RAINFALL UNTIL THE HEW _ I \ i WI TE1PC■CART AND PERMANENT OP M TREAT1ENf MIEASlARES. IAPROVEAENTS ARE PAVED AHD ALL 0I5TURDED AREAS HAVE DEEN 69A55ED THE REPAIR OF THE ER05lON CONTROL MEASURES WILL INCLUDE j -AO \ ROAD REMOVING AfN1' SEDMENTATION THE SEDIMENT MAY DE PLACED AS FILL IN THE LOW AREAS. IF APPROVED BT THE ENGINEER. \ - ER0510N/5EDIMENT CONTROL 5EQUENGE 5) THE TOIL SHALL DE REMOVED FROM THE AREAS TO DE GRADED AND 5TOCKPILZO STAKED HAY DALES OR A SILT FENCE SHALL BE PLACED CONTINUOUSLY AROUND THE BOTTOM OF THE PILE , II RO M1 PRIOR TO STRIPPING THE TOPSOIL ON NS SITE, THE LOANCE!, OR SHALL, INSTALL THE STABILIZED CONSTRUCTION ENTRANCE!, GI IN AREAS NEAR THE NEW [.ONSTR(/GTION, THE CONTRACTOR 51W.L ENCLOSE THE TRUNKS OF TREES TO DE SAVED WITH WOODEN SMJW ( II F_XISTING BUILDING INSTALL SNOW F@X.E AS SHOWN ON THE PLAN m -INSTALL THIS SILT FENCE AS SHOWN ON THE PLAN+ FENDING ALONG THE ORIPLINE TO PROTECT THEM FROM IN.URY. CONSTRUCT THE FERANtENT DIVERSION DITCH TO INTERCEPT STORMWATER FROM THE ADJACENT SITE+ Dl THE SITE GRADING WILL THEN DE DOPE. AND M PIPELINES WILL BE INSTALLED IMMEDIATELY FOLLOWING GRADING. THE CONTRACTOR WILL INSTALL NAD MAINTAIN HAY BALE INLET PROTECTION AROUND THE CATCH pHA ASINS UNTIL THE ROADWAY S BEEN PAVED AND GRA55 HAS I I CQIM.NILATIONB NAG. O' TIE CONTRACTOR SHALL NOT STRIP THE TOPSOIL FROM ANY AREA UNLESS MEN ESTABLISHED ON THE SLOPES. GCXNSTRULTICW WCI ILL CUIR WITHIN TIE NEXT 45 DAYS, IMMEDIATELY AFTER III STRIPPING AID STOCXNN PIL G TIE TOPSOIL TIE TOPSOIL 5TOCXPILE SHALL DE \ SURRORNDED WITH A SILT PENCE OR A CONTINUOUS ROW OF HAY DAEAND 5 AEJ THE CONTRACTOR WILL TOPSOIL- SEED SAPO M,CH THIS D15TI.RBEV AREAS AS SOON AS POSSIBLE FOLLOWING GOPLETION a I I I \-- �- LOCATION PLAN THE PILE SHINJ_L a 59WIED AND MMLCHM ADJACENT / \1l CONSTRUCTION ` II' NTS ALL NON-IIPFRvIOIS SURPACEs SHALL DE TCPSOIIID, SPED® AIAD MULCHED i) I \\ \\ IIt` WITHIN M DAYS OF ESTADLISHING FINISH GRADE. \ \/ FI OPEN GUT AREAS SHALL aE MRJLGHED O/TSIDE OF ACTUAL WORK AREAS, AND FAY BALES SHALL BE EMPLOYED i0 CONFUTE SHEET \ I \ C DETWEEN 5EPTEME56K DTH AMC) OCTOIDER DTH ALL DISTIATDED AREAS WASH AND RUNOFF TO THE IMMEDIATE OPEN AREA A5 ORDERED DY THE ENGREER. +00• SHALL DE TEMPORARY 5EEDED AND MU.UED IN PREPARATION FOR WINTER.FOR \ 3. ROA0510C 5WALE5 - EROSION CONTROL MATTING SHALL ISE INSTALLED WHERE THE GRADIENT EXCEEDS 1S AND STONE FILTER DAMS SHALL �= WIRF. \ DVILDIN }ETDAGK 41N� THAT S Ake EXK THAT HALLOCIGC DETWEGH O WOEMITHIN DTH AND ArRIL 1ST, ALL AREAS pE PLACED AT A 5PAGING NOT TO EXCEED 200 350 - THAT ARE E%POSED SHALL DE MA.GHIED WITHIN T PAYS. .�- ��� - THE OWNER, Olt HIS REPRESENTATIVE. SHALL INSPECT M SITE AFTER EVERY RAIN ­7­7 _�/ - h \ EVENT GREATER THAN 0.50' OR AT LEAST ONCE PER MONTH, AND IMMEDIATELY R4 ZONING DIS TR ILT BUILDINC> SETBACK LI _4� _ ]BU'V MACE REPAIRS OR ADDITIONS TO THE EROSION AND SEDIMENT GONTKOL DEVICES IL I .25 '✓]). THE ON SITE AS NEEDED. 2D THE SITE,THE TEPPOKAKY CONTROLS MAY DE RRWHEN VE6ErATION AND PERMANENT WWACZ5 �� ESTAd.ISIED ON MIDI aP j\\ 2g.Y RESIDET UAL DISTRICT -- I \\\\ \ \\ �I ! I DUI ING 5ETIDAGK LINE / 33p I 1 32T 0 Q Q \ \ 28 \\j�ll{I pM Y ,In NYF / ; - ,---7:-1�-_____-_ ' I _ `�, ,III ; /''/•� �/�'R" WsrAu. ERosIN2N CONTROL O _CYO LamNMs ON SIDSL E OPE V L20 SPACES_ - _ LAP, INC. - 42 SPACES N+ I � I — � I I 1 I _ ' GHELSEA __ — T � ' LOARAMIGATIONS INC. +wF ANrA my"�I , I 1 INN. a 9^.T �'rC awy.y 4 ✓1 vrk i 'y IwIN +XI "S hr _ _ •� 1 --- --__ ,. LEC�ENQ � — 1 ,q 4-"- __ •P ; \ \�3 a \ --_ 3 \ ---- .-_ ____ _ rARceL IxcreRn LLI Ern\ 1 1 fl J j F �� �3` \ \ \` \ \\ \ _ AEurteR rRaraTr LINE % ------------ rrzieut»Ro O O xRal rxe Pa..o I� / / �_! / N a�(7 y \. �a�% N h 3, d `�•�k-11 ,�a \ \ _ - _ _ ■ cow.Rex MON.Me.t PaAo -3TB- - -- rxunw eRar+o caNra.R y§ / f• / uM+`?�' f � 1i M pl�+rvr. '� "� '� f :NMh iM1� ��C n"Fi A _ _. \ \ \\ � • I — — — — wETLA1U EL.ru IN Ncw WA- Lxe NC, sArz v+r ec / I ;eY P ��, a". I A 5 Pew swlrMr xnae saevlLR ELAINE ✓ l f , 11 I I I - -.. -._ ,� -1- S0' WETLAND DIFFER I NM UIC. Ww GCKDON E ♦ - I :__ \� --� d RbRd'wTNO RNNFORMREER DASSETT NT411' 23 ®u�57 NEW PZOEs A AN , I / 1 I / r`.r // / 1 \ _— + ; { / \ \\ - /// �Tl—•.DLHS'bP, eNow PeNce A / eu uM� _ Sze /o2 THIS PLAN IS NOT TO � nraRMAneA SEE SITE PL.w. I I w a H wrEAnar NF it GRAPHIC SCALE I I R' \ 1 \ 3on1r1LL_isroN ROAb-L4L \ �� 1 +I J 10 EASEMENT To \ CITY OF SOUTH 1 1 \\ \�\ \ \\ / // / rALt H GFgINIERE \ \ DURLINGTON CENTERED I YG \ 9 ON FUTURE 510EWALK I I 1 \ \ { \ \ - !" 0 1. ft. MW50N EARTH ` ( IN "4 1 trlen a MOVR, P. 1 � / \ 1 1 1 I \ \ � ewsnNG Bvrl,Pln�G IMa RdOwN"iIW.IT eeAn 1Ro1'.I� _^ $ IN. ~� y� vM ma'iP - nW tun�,vo rc rasf+v-F DVR 1 ion o.o :'? '�+„oP \�� owe ✓o O .°"'p IX1— a'""'"- 5ENEGAL / DROWN 2-M-03 O rWN O .v¢/.:—r T O LEARY-BURKE 65 SHUNPIKE ROAD KMe3 5OUTH DURL-M&TON, VT q83 UTIL CIVEL ASSOCIATES, PLC ER05ION AND 3 ANDREW AVENUE, SUITE 3 EONE. JOT. VT 9 PHONE -SI 80 5ED I MENT CONTROL ;'S FAX: 828-988■ Survey Notes: I THIS PROPERTY HAS DEEN COAPIL® FROM FIELO SURVEYS ME) 4, SURVEY AE7HOD5 EM"LOYEO AND THE RESU_TMG ERROR OF RECORD EVDENLE INCLUDING THE F FOLLOWING RECORDED PLATS, AEE CLOM"IFRELISION RATIO. T OR EXCEED MINIMUM Mr-151Oi A ''FND 'FLAT OF LANDS, WX ENTERFRIS"", SOUTH DLRLIN&TOA, VERAIONT. REOUIMAMS FOR SMUMAN SURVEYS AS OUTLINED IN •STANDARDS DY TRUJELL. CONSULTING EN01"M11115, INIC_ DATED RA76 LAST REVISED FOR THE PRACTICE OF LAND SURVEYING', ADOPTED DY THE VERMONT 4-30-64 AND P.ECCIRO6V IN MAP ROOK VOLUAE P1% FA6E M UI THE LIT' SF LAND RECORDS, D. BOARD OF LAID "VEYORS EFFECFME OAVH THIS MAY x SLD,A£N TO APOITIONAL EASOT t AN LA JANICE D, OF LMO. JANICE H DROWN: SOUTH YERMO R TIO5,R I R T RIGHTS -OF -WAY• AND/OR RESERVATIONS NOT SHOWN SHOWN , I� WI -24-7J"Lbwroft WILL ENI RAG A550C.. RK.., DATED I-?4-13 AND RECORDED D "ON Mr NEREON 7FNf ANY ANY NOT DE FOMO W THE CITY OF SOUTH ei 6 VOLL& W W1P ROOK VOLtAiECO PAGE N w 7K CITY OF SOUTH RE LAND RECORDS. A 6O JI 2 OeARIM6 LARD RECORDS. ARE OASEO ON A GOA4'A55 READING TAKEN AT TIE TIME DTHIS O. A CLOSED TRAVERSE SURVEY WAS 1.0A1P1,E7ED IN .ARE 2002 Il5R4G 6 CLOSE A LHIS TOTAL STATION a OP THIS SURVEY - SURVEY THIS SURVEY DEPICTS THE PROPERTY LINES OF !AT INC. AND a OWNn-15-" THE PROPERTY SHOWN HEREON 15 PROPERTY CONVEYED TO LW. A ADVTTING PROPERTY OWNERS CASED ON LAND REfAROS AS OF ' INC. RANT WARRANTY DEEDCOW OF F P. DROWN ,.2 AHD THE 2003. CHDY TRUST L DAMPAROLD DATED 7 ?OF AND & FOL O1 THE C G ION OF CONSTRUCTION THE OTO n1 KECORI P 5", IN TI RECORDED IN VOLI.AE SfT, IA6E 643 IN THE CITY OF 50VrH IT DURLIN6TON LAND RECORDS. SE SIAU.1. RETAIN A REGISTEREOhECENSEO LAND SURVEYOR TO SET THE LL RETAIN I5T" PROPERTY rARIERS AS INDILATEID TO DE SET ON THIS PLAT. t'� � OfHfNe 0UILORHi c1W Q 44 ANNA MAYO 66:121 CORDON E. + ELAINE J. i5A55ETT 565,260 " Rn y 4X4 10' AG W. + H. WHEATLEY 3 75 256 y l �I — — --i cHF 4X4 FLI15I1 A6 MM41'37V OLEARY-DLRKE CIVIL ASSOCIATE5. PLC ♦ KEVIN K. LAROSE. L5. = GHEL SEA WAIVES ANY AND ALL 9E5AND ;'ONS01LITY AL1Aohwrr IMAT MAY ARISE a GOMMVNHEL-5E NS INC. FROM FAILL9 TO DO $O OR TO HAVE DEEN NOTIFIED DY THE OWAERD) OR THEIR SUCCE550R5 TO SET ALL THE PROPERTY CORNER5 O 422=281 SHDWH ON THIS PLAT. + 120 KfM6LLG ( `m ER 5I5 276 276 4 x. 23.72' Of AG � N76°13'O6'W N76°13'06'tNBARDEO WIRE _ N76°21�08'W ' ( I' iso.2a s AG �I $� 115' X 60' EA5EMENT J SOUTH 01URLINGTON L — — — 115.f1(P -- — 1 0WMr !lecmtY517845 ��1cTes9 Location Plan N.0 z _z , (JF.ry v� N /r °j�s® `49 Legend PARCEL PROPERTY LINE ABUTTER PROPERTY LINE — — — — — — — — — — — — 51OEL I NE OF EA5EMENT 01, IRON PIPE FOUND Vi17'27'E tt 1111!., GONGRETE MONUMENT FOUND 2'01? ' AG ABOVE EXISTING GRADE P � 3017 WILL15TON ROAD LLG 477409 1 hereby certify that the information shown hereon is correct to the hest of my Imowledge and belief and Is based on a collaboration of pertinent deeds, plats, parol, and other recorded evidence. This plat was prepared in accordance with and complies with Vermont Statute Title 27, Section 1403, (a) through (0). 0 60 121) 160 240 300 GRAPHIC SCALE I bxh = 60 R Kevin R. LaRosa, L.S. 707 Dated l �QV NG E`'SRT I%6:59 ORP e6 DELOW EXISTING GRADE 4 OUT51M DIAMETER IRON PIPE TO DE 5ET "'City to eurfington Received for Record A.D. _ at ^_o-clock ______minutes_M and recorded In attest: Clerk R(� ti C aiy?tio�,t,�e R� ` ' ' °y Burlington, VT 05402 at (802) 775-4356, rMon. oriented multitasking In- "'auayemeut suppun.l Ideal for camp. t*,.***1 dlvldual to perform ac• Youprovidetheanthusl- thre Veryy ggood she a. ESSEX JCT Multi -family Le1lotices �■ 9 day through Friday bet- p asm and willingness si deli (802) 878-4079 Si Red: wean 7:30 a.m ano a counts payable functions to: moving sale, 5 Beech St. Arthur A. Heald, Execu• p.m. 1 as well as day -today of. succeed. Whether you STRAW For mulching Sat 8-1, no early birds. PUBL RING for - / fete functions in'the would like to start a new Bel gardens or lawns. BringSOUTH b..ALINGTON 13 Maiden Lane N o t i fi c a t I o n from equipment division of a sales career or build on' 71 your own bag. You bagFERRale. Commu- DEVELOPMENT St. Albans, VT 05478- residents along the very busy construction an existing one, consider Alba ou pick u 9 Wood al- nity sale. Patio , table and REVIEW BOARD 1001 I automobile sales. It's Ci P chairs, ewelry, new air Green Mountain Railroad env ronment. Must have ets foPburningP conditioner, dining room Telephone: and the WACR Con River an associate's degree In fun, eatchallenging, tob and a S (802)878-8596 Set, wall unit, more! Sat. The South Burlington (802)524-9555 accounting or other re- 9reatwaytobuildare- s Division should be made lated discipline. warding career. Please BWING SET for kids. Sam-.? Round Barn Development Review before May 31st, 2003 p send your resume to our ="I Metal. In great shape. Farm, Rte 7. Board will hold a Maya, 10, 2003 to: Douglas Lamoureux, Pike Industries, Inc. CAI public STATE OF VERMONT Operations Manager' Attn: Heidi Comes Human Resources Dept. Come and pick up. Call GRAND ISLE 3 FAMILY .hearing at the South Bur. gar• PO 249 Granger Road -Berlin P 0 Box 1100 Burlington on after 6pm (802) 372-6902 lin ton CityHall Confer- DISTRICT OF Box 498 ' Bellows Falls, Barre VT 05641 VT 05402-1100 or apply c o rpr SALE May 3 hil From once Roo, 575 Dorset CRITTENDEN, SS. VT 05101-0498, or b te- 9ite Lots of Children'$ y APPLICATION on-line: TELEPHONE POLES items. Off Route 2. Street, South Burlington, lephone at (802) 463- www.heritagevt.com Pay. (B)8to12ft Look For Signs / Call For Vermont on Tuesday, IN RE THE ESTATE OF 9531, Monday through ^DaEADL12 03 I nlenggth. Directions802372.8498 Mayy 20, 2003, at 7:30 FRANCESG.HUTCNISON Friday between 7:30 EOE/M/F/V/H �e l (802) 878-2233 P.M. to consider the fol- LATE OF BURLINGTON, a.m, and 4:30 p.m. ���L///��� GRAND ISLE Sat From lowing: VERMONT Women & Minorities are ® in TELEVISION 9-5. Lots of old stuff & Questions or com- encouraged to apply. 1600-1620 Shelburne Road it 25" color console TV. Antiques & Collectibles. 1. Preliminary plat PROBATE COURT m ent s should be. ad. ADJUNCT FACULTY South Burlington c Works. Needs adjust. 411AllenRoad. application #SD•03-20 DOCKET NO.30145 dressed to: Vermont Excel. college programs ment. 802 863. 690 and final plat application Department of Agricul- in the Burlington area. 9AUTO SALESPERSON C ( ) JEFFERSONVILLE #SD-03-21 of Andre Thi- NOTICE TO CREDITORS ture ' 116 State Street` Faculty must hold mas- For New &Used Nor- iv TIRES (2) P275/70R 6. SLots , great tuff, . bault to subdivide a Montpelier, VT 0.5602• tersdegreeEmail thernVl Dealership. Bi MIS. P2o5/70 n, Lots is great stuff. 43,970 sq• ft• lot into two 2901 or by telephone at diamondedsery aol Must have good com- 7 Good condition, 12( Rice Farm Drive. (2) lots of 21,986 sq. It, To the creditors of the (802) 828-2500. Co munication skills and im (802) 878 66t2 (802) 644 8867• (lot #1) and 21,984 sq: estate of Frances G. ADVANCED CONCERT work well in a busy WHEELCHAIR RAMP 14 JERICHO, Foothills Dr. 7 t. (lot #2), 354 White Hutchison, late of Bur- May 3, 2003 TICKET SALES environment. Experience Iong. 4 it. wide. 18 in. Family. Antiques, appl- Street. tington, Vermont. Nationwide Fundraisingg helpful but not neces• ar se. With rail. Good con• antes, books, Coln$, 2• Preliminary plat Lost cFOunC company is seeking indi- sary. Benefit package 4 ition. You take away. furniture, household, application #SD•03-30 We have been appointed vldualstostaffour South includes: salary, com- H all (802) 658-7650. Sunfish Sailboat, trampo and final plat application as personal represents- FOUND CAT, F Gray & Burlington office, mission, bonus, medical line & surround. Sat. #SD-03-23 of LNP, Inc. live of the above named brown tiger. Right front We offer: &dental Ins.,410K. FINDOWS Combination May 3rd.8.4pm. for a planned unit deve- estate. All creditors hav- foot has prior Injury. Full time, 12-9pm, gguar- Please call (41 nd wooden frame win- lopment consisting of Ing claims against the Does not see well. Older ante,ed 40 firs, $380/wk Vince McNulty in owes good for green Faamil Huge Multi • constructing: 1) a 8,250 estate must present Cat. Found on Wentworth after training. Lucrative e 802-524-7343 x520 aid uses and camps (802) Y Lawn Sale - To sq.ft. general office build- their claims in writing wi. Rd./Bolton Access Rd. Bonus Incentive Program 4-3749LvIft benefit Jericho Elemen- ing, and 2) a 60,800 sq. thin 4 months of the date Call (802) 434-4935 & Full Company benefits BpRTEND! CI WOOD CHIPS tary School's Destine-ft, mixed use building of the first publication of FOUND CAT Flufgreyincluding401k. PT1 lion Imagination teaml consisting of 38,650 sq• this notice. The claim near Greenbrier DriviNo exper. necessary. BARTEEW EN SCHOOL Verylargeaw Sat. 5/3, starting 9 am. ManagementOpportu Opportunity OF NEW ENGLAND Ba Come take ft awayy. at Jeri -Hill Storage, FIT ft. of ggeneral office use must be presented to us Essex around 4/21. Call Certification/ Training Call (802)872.8796. 15, next to Mountain and 22,150 sq. ft. of wa- at the address listed be- (802)288-8098toclaim. Looking for: Job Assistance 31 t 0 O D E N G 0 S S I P High. Rain or Shine! rehouse use, 85 Shun- low with a copy filed with OrientHighly Motivated, Career 1-888.40RINKS wt pike Road. the register of the Pro- FOUND CAT Large Oriented People w/good www.bartendingschool.com r the use of the Take JERICHO MOVING SALE 3. Preliminary plat bate Court. The claim Orange With White Mark. Communioation,Skills. r the use of the lumb- Me 3 & 4. From 9.3.1.7 application #SD-03-25 of will be forever barred •d it ings• Long Hair. In Es- For interview, calk 108 Church St. Burlington SKIP Oak plywood pieces IZsfrom Joe'sSnack Wedgewood Corporation, Is not presented as des. sex on 4/27. Please Call 802.652.9629 BAYSIDE PAVILION PROW 'e brand new., Were Bar, Off Lee River Rd. Inc. to amend a planned cribed above within the (802)985-2248 in St. Albans Bay seeks: Self-i ;ed to cover hearth residential development APPLIANCE DELIVERY w/ neede( wCh was not In use. JERICHO Yard sale) Gun four month deadline. FOUND CAT -orange cat 24 ft. box truck. Clean Depart satellite dish. Hunter cabinet, 20 ga. shot consisting of an 18 hole found on 4) at Winde- drug, driving, and back- COOK Hero Ben, new receiver and shells, crocks, clothin golf course and 295 resi- DatedApr1129,2003 mere Trailer Park. Call to ground. Good pay. Dependable, must have [action mote control & owners stuff. Sat. & Sun. 9-5pm. d e n t t a I units. The identify 8g2.878 35t6 (802) 324.7066. experience, good pay for but u p amendment consists of Name of Publication: quallfiedperson,Start' persC lnual. (602) 425-7724 495 Browns Trace Rd. FOUND DOG In Berk- . Attn: Students & Others: increasing the number of Burlington Free Press shire, male, Rottweller immediatety. phone ODD 2 truckloads of Entertainment Moving sale[ residential units from 11 Shepherd mix, black with (802) 524.0909 teracy sorted kinds. You pick Entertainment center, units to 15 units, First Publication Date: S@Gilt@ Not for firewood! queen size bed, da bed, Schoolhouse Road. May 3,2003 brown markings, green SU111m@rWOr1L detail CABINETMAKERS 12)872-2755 glass and brass coffee 4• Preliminaryy plat Second Publication Date: ) Experienced. clude table, much more! Sat. &application #SD-03.24 of May10, 2003 FOUND DOG In NOWT! WaII/Goldfinger, Inc. ssome end Option Sun. 8-4pm. Woodbrlor ap gewood Corporation, Enosburgh male Basset Designing and letter Manor, off Rte 7. Inc. to amend a planned Address of Probate Hound., tricolored, very $15.00 base-appt. in building iinecorporate l Gra * ABORTION? WHY? MILTON Sat, 5/3, and residential development Court frlendly.(802)933.9135 customerservlce/sales. furniture since1971. BurlinQ ONSIDER ADOPTION* consisting of 295 rest. District of Chittenden Flex hours, conditions Permanent position with Warm, secure, lovingSun. 5/4, 9-4. Furniture, dentist units and an 18 FOUND DOGS fax to 1i lawn tractors, snowb• Probate Court apply. Fun Team. excellent benefits for 2 Golden Retrievers, on home available for new lower, 1998 R M 250, hole golf course. The PO Box 511 Meaningful experience employee and family. CON born baby. Please call amendment consists of 175 Main Street Rte 7 in Charlotte. On for all maJ'ors. www.waligoldfinger.com diate attorney at: baby clothes, baby Increasing the number of Burlington, VT 05402 5/1/03. CALL NOWI Send resume to: & rol 1.800-606-4411A-933 items, and much morel residential units from Call (802) 985-2248 802.985-4985 WaII/Goldfinger, Inc. ers, Low prices, everything four . (4) units to nine (g) Signed by: Kelly S. Kim- FOUND WALLET workforstudents.com 7 Belknap St., Suite to. A ADOPTION Letushelp must go. 164 Lake Rd, 1 ball Estate Settlement at Walmart.Sat.4/26. Northfield, VT05663 com each other. Loving mile from Route 7, units, Nicholas Circle. Make your ad 5. P r e I i m i n a r I a t Advisor Call To Identify. or email cot couplesecuriy provide Y P 9 PICTURE PERFECT MONKTON, Sat. only, 9- application #S 0 27 Address: (802)893-01 2 with aphoto w9@wall-goldfinger.com DRIVE !eve&se Call Rita y f Wed Banknorth; N.A. Execu- Merchandise Thrifty CAMPTARAIsseeking DRIVE newborn. Call Rita &Bill 4 Pm. 4960 Silver . St, o gewood Corpora- OTR In.,time.(800)591-2065 Monkton Ridge. Cell tion, Inc. to amend a for ads: quick, easy, and Free press Camp counselors; and then o (802)453-2516. tanned residential days- PO Box 409 they work great! Call Classifieds lifeguard. If Interested equip. L°DLEITCU BRNA lopmentconsistln of Burlington, VT05402 658-3321, 658.3321IFEDAO.CµLIICtl21: MOVING SALE May 2 & 295 residential units and Telephone: (802)658-6110 Benefits 3. . Perkins Dr. gam to an 18 hole golf course. ( ) 0-5553 AUTOMOTIVE 5pm. Essex (town) Golt 802 86 I�C11e Sales 9 LOST "Annie" Black * k :t * k * } clubs, TV set, and more! The amendment cons- and brown,301b.fe- We have an immediate Ists of adding landsca a May 3,10, 2003 ARoo ESTATE SALE SHELBURNE 3 Family. contouring (berm) bet- male Spaniel mix. opening for..... Ae 11 rooms antiques and Sun. May 4. From gam• ween Dorset Street and Vermont Railway *Green shy, abused by prstol area. e- collectables, hummels, 3pm. Dresser, Chest, Schoolhouse Road. Mountain Railroad * vious owners. AUTOMOTIVEksscm� oeterford, etc. Call Linda Etc. Village Vale Drive. 6• P r e l i m i n a r y plat Clarendon & Pittsford REWARDI PREP DETAILER (802) 476-1890 No Early Birds. application #SD-03-26 of Railroad Washington (802)453-4526 Need an energetic, self- PAYROLL PROCES IKSHIIRE CENTER SHELBURNE Wedgweood Corporation, County Railroad & motivated individual to IIE VILLAGE YARD Sat. 8-1 lam& Sun. Inc. to amend a planned WACR Conn River join :our busy prep de- ACCOUNTS PAYABLE E Sat & Sun; 5/3.5/4 9-3pm. Lots of stuff! residential development Division LOST CAT part4rit team cleaning 5pm Next to the 4253ShelburneRd. consisting of 295 rest- Jericho Center, Bol _ and prepping vehicles. Candidate must be proficiei Jolly Store. Old dentlal units and an 18 Weed Control Program er HIII area. I eg Attention to details and es & bottles, lamps, SHELBURNE Sat: 8-1pm, hole golt course. The Newspaper (201b) in Tiger wkh deadlines, personable, Alicrosoft Word. Must be high iron pans, frames, a Sun.9-2pm, Freezer, amendment consists of Advertisement white markings T. Last dependable, and valid -accurate and able,to manage i Ire arriving daily. Igdresser,lar acollec- adding landscape con- driver's license required. iionoferafts&garden touring (berm) between seen April 19. Very Automotive background 401K'background het ILINGTON 2 family things. Beanies. Youth Dorset Street and the friendly, fat. Please b e n e f 1 c I a I n out. Set. May 3, check sheds and ga- Comprehensive benefits Send resumes to Y bed. 67 Cedar Ridge Dr. approved units at Nlcho The Vermont Rail Sy- rages. (802) 899-4903 package including 401(k) Attention Shawn Vintage and unique off Thompson Rd. las Circle. stem ties applied to the t.113VIIlageGreen. Commissioner of Agricul- LOST CELL PHONE, Please forward resume Y IRLINGTON Huge and SNELDON MULTI FAMILY Copies of the, appl!ca- ture fora rmit to a I Tolle Associates 0 Y SALE Sat v Sun 94.Rt lions are available for herbicides to Its tracks ft' Itone,silpleaseer!ca11 or drop bylnperson to: P.O. Box 671 sale atC.P.Smtth Lots S everything. Rt p p 132EchoolhanAllenPkwy. 105followsignsfrom189 Soulth IBurlingtonon atCjba for control of weed (802)660-1835. St. Albans, VT054' y growth In the ballast. John White LINOTON New North � BURLINOTON AFTER Hall. LOST DOG, 200 lb. ingl- Shearer Chevrolet Huge garage sale, MOVING 11DAY SALE Vermont Railway Ish Mastlf, tan withno 1675 Shelburne Road of items, 228 Wood- Sat. Maya From 8.2. John Dinklage, Chairman operates between Ben tags. Lost 3 miles up S. Burlington, VT 06403 Rd. 8-4 Sat 9.2 Lots of stuff: House South Burlington Deve- n!ngton and Burlington in Dunham Rd in Bethel. 802.658.1111 early birds welcome wares, fabrics, kids lopment Review Board the towns and cities of AKA Camp Burke area. Automotive LINOTON Sat.S/3, stbask baskets, videos,&sofa d May 3,2003 Arlington, Bennington, sogis roachy . $200ardRE ********** t-?, 291 Colchester more!31IrishCoveRd. Y Brandon, Burlington, p Charlotte, Clarendon. WARD. Call (802) 864- ServiceSueeart pn.+- r,....�,,... - , o..�,:..w r,:.,_�.._ _- PUBLIC NOTICE ,,.__ O'Leary -Burke C a Associates, PLC May 12, 2003 Ms. Janet M. Hurley Associate Planner 575 Dorset Street South Burlington, VT 05403 Re: Al Senecal Parcel, (SD-03-15), 65 Shunpike Road Dear Janet: We are writing on behalf of LNP, Inc., c/o Al Seneca], to request a continuance on the DRB meeting scheduled for the 2O`h of May, 2003. The issue with the wetlands will not be resolved by then and a meeting with the Natural Resource Committee will have to be scheduled prior to the DRB review. Copies of the Conditional Use Determination will be forwarded upon completion. If you have any questions, please call. Sincerely, Daniel V. Rexfofd Enc. cc: Al Senecal ZA2001 \1083\HURLEY2-letter.doe 5 ANDREW AVE. SUITE 5 ESSEX JCT., VT 05452 PHONE 802-878-9990 FAX 802-878-9989 OBCA@PSHIFT.COM #SD-03-15 — LNP, Inc. c/o Al Seneca) 1-lot, 2-structure PUD on Adelphia Drive Tax Map 32 Cubicle 52 DRB 4/1/03 SKETCH PLAN 04/04/2003 12: 31 802-BE2-5537 _ DAVlD GREEPZERG ESQ PAGE 01 DAVID H. GREENBERG ATTORNEV AT LAW PC), BOX 20'. BUALENGTO N. V$RMONT 05102-0201 THE. DANIEL KERN HOUSE TELENiONE 02) 862-8165 10 SOUTH R11N0O8Ki AVENUE FAX (80Z)862.5537 BUP11NOTON, VERMONT OW1 April 9, 2003 SENT VIA REGULAR MAIL AND FACSIMILE 846-4101 Mr, Raymond J. Belair City of South. Burlington 575 Dorset Street South Burlington, VT U5403 Re; LNP, Inc. Kimball Avenue, South Burlington Dear Ray, As you know I represent LNP, Inc. which has a pending application before the Development Review Board pertaining to LNTP's property off of Kimball Avenue. A; I understand it, a question has arisen as to my clients right to use the unfinished road which runs in a northerly direction from Kimball Avenue to its property. This road runs along the eastern boundary of the Adelphia Cable Communications Corporation property. On August 22„ 1989, the South Burlington Planning Ce7mniission gave approval to William and Davis Co. to develop what is now the Adelphia Cable Communications property. One of the conditions of the approval was that a 60 foot wide right of way be created turning from Kimball Avenue to what is now my client's, properrtv. This condition had been carried forth from a previous approval of the Planning Commission on September 25, 1984 for the R.D.R. Enterprises. An Irrevocable :Dedication of this right of way as a public road was executed on August 27, 1990 and given to the city. Along with Chat Dedication, deeds to the road were executed by the two oximers of land which comprised the road. I am enclosing copies of the Warranty Deed of Robert 'V, Willis and Richard T. Willis dated August 27, 1990 (the western half of the road) and the Warranty Deed of Pine and Kimball Limited Partnership dated April 10, 1992 (the eastern half of the road). On November 12, 1996 the Planning Commission gave approval to Adelphia Communications Corporation for construction of its building. This approval kept in force the previous condition concerning the creation of the road. The dedication and deeds to the city are consistent with the approval granted to R.D.R. Enterprises in 1984. In fact, a plat was recorded in Map Volume 197, Page 59 on December 14, 1984. (See enclosed 2 pages showing that plat'). That plat shows the road as a "60' ROW reserved for future street." (See road between lots 2 and 3). 04%09/2003 12:31 802-852-5537 DAVID GREENBERG ESD PAGE 02 Mr. Raymond 7.1Belair April 9, 2003 Page 2 Based upon the forgoing it is my opinion that my client has the right to use the 64) foot right of way as shown on the Plat for access to its property and for completing construction of the public road and improvements on its property. Firstly, the approvals of the City Planning Commission encumber the affected properties and make it known to the public that the right of way for the future street iseregthe caurrcnt ownely, by rs ng o£hthe street to the City the previous aw`ncrs of the road have precluded adjoining properties from preventing the road from being used or o sructeobtainedshe d. Finally, since a plat was recorded in the land records, my client rights to use the road and to complete its construction. In the case of rle-rwatzr Re ty. C vs. oucl�ard, 146 VT. 359, 364 (1985) the Vermont Supreme Court held that lot owners acquire rights in all roads, streets, parks and other designated ways shown on the plat map unless a contrary intent is affirmatively shown. The Court stated that the object of that principle was "to secure persons purchasing lots under such circumstances as those benefits, the promise of which, it is reasonable to infer, has induced them to buy portions of a tract laid out on the plats indicated. (Clearwater Realty Co• sutyr at 364.). Accordingly, I do not believe that any additional granting of easements, n ghis of way, or licenses are necessary for my client to access its proper*y or complete the work required by existing planning cornmission approvals- very truly ours, , David H. Green erg, Esq. DHG/bbs Enclosure Cram cs/2003/5cnecal WARRANTY DEED KNOW ALL MEN BY THESE PRESENTS THAT: Pine and Kimball Limited Partnership, a Vermont limited partnership with its I principal place of business at 431 Pine Street, City of Burlington, County of Chittenden and State of Vermont, Grantor, in consideration of TEN AND MORE DOLLARS, paid to its full I satisfaction by the CITY OF SOUTH BURLINGTON, a Vermont municipality situated in the County of Chittenden and State of Vermont, Grantee, by these presents does freely GIVE, GRANT, SELL, CONVEY AND CONFIRM unto the said Grantee, its successors and assigns forever, a certain piece or parcel of land in the City of South Burlington, County of Chittenden and State of Vermont, described as follows, viz: Commencing at a point in the north sideline of Kimball Avenue, which point is the southeast corner of Lot No. 2 as shown on a subdivision plat prepared by Trudell Consulting Engineers, Inc. entitled "Plat of Land R.D.R. Enterprises, South Burlington, Vermont," dated December 1976, last revised April 30, 1984, recorded in Book 197 at Page 59 of the South Burlington Land Records; Then proceeding N13°26142"E a distance of 558.38 feet in the east boundary line of said Lot No. 2 to a point in the south boundary line now or formerly of J. Brown; Then turning to the left and proceeding N78'22150"W a distance 30.02 feet in the south bondary line now or formerly of J. Brown tc, a r� ant The turning to the left and proceeding S13°26142W a distance of 542.35 feet to a point; Then turning to the right and proceeding S63°14135"W a distance of 12.91 feet to a point in the north sideline of Kimball Avenue; Then turning to the left and proceeding S66°57132"E in the north sideline of Kimball Avenue a distance of 40.43 feet to the point of beginning; Being a portion only of the aforesaid Lot No. 2 and a portion only of the land and premises conveyed to Grantor herein by the Warranty Deed of Williams and Davis Company Inc., dated August 28, 1990, recorded in Book 298 at Page 26 of the South Burlington Land Records. Reference is made to the aforementioned plat and deed, the references contained therein, and the respective records thereof, all in further aid of this description. The above -described piece or parcel of land shall be used for a public street, and for purposes incidental or related thereto. Mountain Cable Company, a Vermont limited partnership having a place of business at 18 Avenue B, Williston, Vermont, tenant of file aforesaid Lot I7o. 2 under a Lease with Purchase and Sale Rights, dated June 13, 1989, a Notice of which is recorded in Book 280 at Page 50 of the South Burlington Land Records (the "Lease") has executed a counterpart of this Deed also executed by Grantor's predecessor, Williams and Davis Company, for the purpose of terminating tenant's right, title and interest under the Lease with respect to the piece or parcel of land described above provided that such termination shall be effective only upon acceptance of such counterpart and this Deed by Grantee. TO HAVE AND TO HOLD said granted premises with all the privileges and appurtenances thereof, to the said Grantee, its successors and assigns, to its own use and behoof forever; and the said Grantor, for itself and its successors and assigns, does covenant with the said Grantee, its successors and assigns, that until the ensealing of these presents, it is the sole owner of the premises and has good right and title to convey the same in the manner aforesaid, that they are FREE FROM EVERY ENCUMBRANCE, except as stated above; and it hereby 7 engages to WARRANT AND DEFEND the same against all lawful claims whatsoever, except as state above. IN WITNESS WHEREOF, the Grantor has caused this deed to be executed this day of IN THE PRESENCE OF: Agent -Tth riz-e -e Duuj-v -y Ku PINE -AND- KIMBALL LIMITED , PARTNERSHIP, By The Davis Development Corporation; Its General Partner By: Derrick Davis Its President and MOUNTAIN CABLE COMPANY By Pericles Communications Corporation, Its General Partner By: Its Vice Pres0ent and Duly Authorized Agent 11 4—Llaol CITY OF SOUTH BURLINGTON By:C_ Its Duly 4Au' or�izeAgent 3 STATE OF VERMONT ) CHITTENDEN COUNTY ) SS. At Burlington, Vermont, in said county, this day of April, 1992, personally appeared DERRICK DAVIS, who acknowledged the foregoing instrument, by him/her signed and sealed, to be his/her free act and deed and the free act and deed of The Davis Development Corporation and Pine and Kimball Limited Partnership/ Before me: Notary Public My Commission Expires: STATE OF P'E'N�NSSYLVANIA ) PO lTC R �O�� COUNTY ) SS. At I -(k 5 Cl-t in said county, this day of g ,, p rsonally appeared "l'I 1:(!0. I �('C Vice President , who _acknowledged he f egoing instrument, by him/her signed and sealed, to be his/her free act and deed and the free act and deed of Pericles Communications Corporation and Mountain Cable Company. Before me: STATE OF VERMONT ) CHITTENDEN COUNTY ) SS. Notary Public My Commission Expires: NOTARIAL SEAL JALYN D. TEZIK Notary Public Coudersport. Potter County My Commission Expires Feb. 10. 19S6 � in said county, this Z; 199 z,--r personally appeared duly authorized agent of then i.tv of L-c•.?th Rur�.ingtan, rho acknowledged the foregoing instru-,iient, by him/her signed sealed, to be his/her free act and deed and the free act deed of the City of South Burlington. Before me: 4992p2/46 day of Notary Public My Commission Expires: and and 4 WARRANTY DEED KNOW ALL MEN BY THESE PRESENTS THAT: ROBERT V. WILLIS of Williston, Vermont, and RICHARD T. WILLIS of Richmond, Vermont, Grantors, in consideration of TEN AND MORE DOLLARS, paid to their full satisfaction by the CITY OF SOUTH BURLINGTON, a Vermont municipality situated in the County of Chittenden and State of Vermont, Grantee, by these presents do freely GIVE, GRANT, SELL, CONVEY AND CONFIRM unto the said Grantee, its successors and assigns forever, a certain piece or parcel of land in the City of South Burlington, County of Chittenden and State of Vermont, described as follows, viz: Commencing at a point in the north sideline of Kimball Avenue, which point is the southwest corner of Lot No. 3 as shown on a subdivision plat prepared by Trudell Consulting Engineers, Inc. entitled "Plat of Land R.D.R. Enterprises, South Burlington, Vermont," dated December 1976, last revised April 30, 1984, recorded in Book 197 at Page 59 of the South Burlington Land Records; Then proceeding N13°26142"E a distance of 558.38 feet in the west boundary line of said Lot No. 3 to a point in the south boundary line now or formerly of J. Brown; Then turning to the right and proceeding S78°22150"E a distance of 30.02 feet in the south boundary line now or formerly of J. Brown to a point; Then turning to the right and proceeding 513'26142"W a distance of 554.41 feet to a point; Then turning to the left and proceeding S26°45125"E a distance of 15.28 feet to a point in the north sideline of Kimball Avenue; Then turning to the right and proceeding N66°57132"W in the north sideline of Kimball Avenue a distance of 40.43 feet to the point of beginning; - 1 - Being a portion only of the aforesaid Lot No. 3 and a portion only of the land and premises conveyed to Grantors herein by the Warranty Deed of RDR Enterprises, Inc. dated February 26, 1980, recorded in Book 158 at Page 367 of the South Burlington Land Records and by the Warranty Deed of Donna Willis Hall dated , 19 , recorded in Book 218 at Page 484 of the South Burlington Land Records. Reference is made to the aforementioned plat and deed, the references contained therein, and the respective records thereof, all in further aid of this description. The above -described piece or parcel of land shall be used for a public street, and for purposes incidental or related thereto. TO HAVE AND TO HOLD said granted premises with all the privileges and appurtenances thereof, to the said Grantee, its successors and assigns, to its own use and behoof forever; and the said Grantors, for themselves and their heirs, executors and administrators, do covenant with the said Grantee, its successors and assigns, that until the ensealing of these presents, they are the sole owners of the premises and have good right and title to convey the same in the manner aforesaid, that they are FREE FROM EVERY ENCUMBRANCE, except as stated above; and they hereby - 2 - 1 engage to WARRANT AND DEFEND the same against all lawful claims whatsoever, except as stated above. IN WITNESS WHEREOF, the Grantors have sealed and subscribed this deed as of the �Cj day of , 1990. IN THE PRESENCE OF: U STATE OF VERMONT R08ERT V. WILLIS RICTIARD T. WILLIS COUNTY OF C//H'•I',TTENDEN ) ss. At in said county, this c2r[ day of 19 personally appeared Robert V. Willis, who knowledged the foregoing instrument, by him signed and sealed, to be his free act and deed. Before me, Notary Pu is My Commission Expires: A STATE OF VERMONT COUNTY OF CH``ITTENDEN ) ss . 61 At fO-m in said county, this day of 19 Cpersonally appeared Richard T. Willis, who a knowledged the foregoing instrument, by him signed and sealed, to be his free act and deed. Before me, B4.17.0814 Notary PubQjc My Commission Expires: 4 d gf - 3 - STATE OF VERMONT ) COUNTY OF CHITTENDEN ) ss. At & in said county, this cXT#'day of 19 , personally appeared Richard T. Willis, who ackn wledged the foregoing instrument, by him signed and sealed, to be his free act and deed. Before me, B4.17.0814 A , Notary Pu c My Commission Expires:&f , - 3 - LOT I ,L 9 A. 10 •T 1 ✓r ro dva ons and Reala/ rol-27 v. 627 -12B RD A D MiL 15TO N BEARINGS VASE•O ON /97J N,A6NEr,C NORTH i Fit 5 o, a 1 W / 0 O�E001 1ep N J W L /e! N Sy1e 00 Y S f f W BARER 094 A P .50 E 35p.00 5 T9 30997 1 5 76, 11 lO L 39 •p $OWES 1 172 A t LOT A. ZO (y( Rl 11l 1 o'• 4 a,Iraftr'� T•R.1470, L.,apt, 60" 1�11 LOT •, �E S .j6.Iei 96 6 p �l v1 48 A 310.00 �_ ---R/�YAwrrTW*'rQIS N 60 ROl RESERVE M. r1RAME O.n n a. '� wA K 1 M OrM J.90.10• 6Ra„ 4, plh a.,RR.r•wf p 1I6w /Iw 17AL EOU'OR" •fl•MRN6/6d I6/RI O16Iv r 66Fnd .N.6 M.R, , • I,an vla ' E 500 C� CLERICS OFE]C IS 3� 600 r tZ _!•.G•3ti of ios P.-. L Vol' tot record at 3 , p otded in 50 ,Y_ct tJ t! t rs= 2nL t c � � M.. � pa �� Ci� - cf50 tesaW: 5 s SCALE R A �21-doct' f19d + pnp5� a Qffk I AODU/ J '1 FtSETIE FtSNYOE °i a II OTA G' m Q O � 1 �5HOR6H 49.5'r.aw pN PEPPERM w se IFge . S II�1 0j6 e W LOVER 3 �46,51 5 Y 0.56 ePl N N 4"E /0OE O B W��$ 0.68 Aoes 2 N LYX/6L9S (Reridential) 6A K£R Z;. ��1�_e 57 7b' 6O fi3 o1 094 A_ a 21 __ R9 (7 BOWES I A72 A. g1 2 S2TM AN SK/ r S J4- ST' 43' E 699.09R4}.pJ3`.1 29.5 Acres (I/.938 Aq! R D.R. ENTERPRISES "/ d.slrio II Awnc 5d'E S J6.4H' 510.00(9i.498 m/ y E. h w � 1.9 Ao (0.77 ir0 -R/LRARfT T -WIQT5 , W� wn A-Pr3242' T - 9R 909!'6w h 'd�e5'42 40' R•436.24'lY9E6nl Tr 669P: 116.493m/ 49-3'r. o. w. L'/86.HB(5656'In! i �v "o. N- 93.68' 1te354,e1 _-- D P5000'lTs.L00r!\4 S 66. 57' 3P'E 6 • �7/9.4�/ji �0 Fy •�-�'-�'�` ' ' _ % ! ^ E aten. a g ti U R O A I --�-� _- DIGITAL EOU/P CORP.A", rt Ay VI Nwy Dept, 11-1 2A, 4 of ♦Cud Pb_ ind d ro/J27 _4PT-426. TA. Iwr.wt I Ie/s ///o/ /r /. Le. IM .4•d cvw- SJ6Y d 41, ENTERPq/SE$ of tAr Cl/Y It SPs/A burl/nJ/ow Lond R tls TA/r pbt lr OO •.d en wo prl. ROCK 9 MORRISSEY 46EMEN FJlST rot 63 v,17 f f � h b P ' 'IO-EI /J-/rq.vr.d S.A/i.(rrn /or Lv�e.,rc. M. Yi/Rr' Lo/ Iles, doted /O-P-TS r. rd.1 At I0.S }p wa SOS Xi I£5 XEV ! LOTor SUsolvaN/S/ON t30-M TH. P er /Ae SarlA iwN/wJ/Zan Land R.ror/s. .','�.`/ �`%i%� MOTES, BARER lOT //�K1 Ll -R.Oq £w/.rer/r•r rr., wcered S.pJl.i.rw', wM>ECT PLAT OF LAND oT400 5C0R. �tSOUTH D. R. ENTERPRISES g-7-- BURLIN6TON VERMONT •e•^^•+- 8l/Jet d/1/rewvs ay. M feW frr RNrvaee [lJ ISO TRUDELL CONSULTING ENGINEERS , Inc .�— I CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: March 27, 2003 \drb\sub\senecaI\sketch.srp.doc Plans received: February 25, 2003 SHUNPIKE ROAD - PLANNED UNIT DEVELOPMENT SKETCH PLAN APPLICATION #SD-03-15 Meeting date. April 1, 2003 Owner/Applicant LNP, Inc. c/o/ Al Senecal 25 Omega Drive Williston, VT 05495 Enqineer Property Information Paul O'Leary Tax Parcel 1560 00065 L O'Leary -Burke Civil Associates, PLC Volume 517, Page 645 5 Andrew Avenue, Suite 5 IC & CO Districts Essex Junction, VT 05452 9.89 Acres Location Map ;{.r, r,n :.4F ^ Wet d Mapped Wetland 4. Subject Property Mapped Wetland r w 'r` .. _P r.,. CL :. venue as NOTE: Mapped wetland data are not necessarily locally accurate and require field verification. CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \d rb\su b\seneca I \sketch.srp doc LNP, Inc. c/o Al Senecal, hereafter referred to as the applicant, is requesting sketch plan approval for a Planned Unit Development (PUD) consisting of a proposed 9,430 sq. ft. office building and a 60,800 sq. ft. mixed used building. The subject property contains 9.89 acres and is located in the Mixed Industrial Commercial (IC) District. Portions of the subject property also fall within the Conservation and Open Space (CO) District. Associate Planner Janet Hurley and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on February 25, 2003 and have the following comments. Staff has reviewed this sketch plan application according to the proposed Land Development Regulations, which were warned on March 1, 2003, for public hearing on April 7, 2003. ZONING DISTRICT & DIMENSIONAL REQUIREMENTS Table 1. Dimensional Re uirements IC Zoning District Required Proposed Min. Lot Size 40,000 ft. 430,604 ft. 4 Min. Frontage 120 ft. 60 ft. Max. Building Coverage 30% 16.31 % �I Max. Overall Coverage 70% 37.61 % ? Max. Front Yard Coverage 30% unknown Min. Front Setback 40 ft. >40 ft. �l Min. Side Setback 15 ft. >15 ft. Min. Rear Setback 30 ft. >30 ft. Max. Building Height 40 ft. <35 ft. V zoning compliance A preexisting noncompliance ? information needs to be provided The plans must be revised to include a measure of front yard coverage. Section 3.06(H) of the proposed Land Development Regulations prohibits more than 30% of the front setback from being used for driveways and parking, and the balance shall be landscaped. Furthermore, a continuous landscaped strip of 15 ft. in width traversed only by driveways and sidewalks shall be maintained between the street right-of-way and the balance of the lot. The applicant has not provided calculations of the proposed front yard lot coverage. Although the subject property is "landlocked," the front yard occurs along the southerly property line where access is provided via Adelphia Drive. PLANNED UNIT DEVELOPMENT STANDARDS 2. The applicant's preliminary plat application shall comply with the requirements for preliminary site plan review pursuant to Section 14.05 of the Land Development Regulations. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\senecal\sketch srp doc Section 15.05(B) of the proposed Land Development Regulations advises applicants that preliminary PUD applications must include relevant site plan application requirements pursuant to Section 14.05. 3. The applicant needs to provide evidence of property rights that enable the applicant to use Adelphia Drive. 4. The plans need to be revised to address the comments of City Engineer Bill Szymanski dated March 27, 2003. Article 15.12 of the proposed Land Development Regulations establishes standards for roadways, parking and circulation within PUDs. The development is proposed to be accessed from a private road, Adelphia Drive, which will require upgrading and extension. The plans include road construction details and a road profile (See Plan Sheet #4). However, the applicant needs to provide evidence of property rights that enable the applicant to use Adelphia Drive. In addition, the road construction plans have been reviewed by City Engineer Bill Szymanski, who has provided comments (See Appendix A). The applicant needs to address Mr. Szymanski's comments. 5. Prior to final plan approval, the applicant must obtain final water allocation approval from the South Burlington Water Department. In addition, the applicant must meet all requirements stipulated in the Water Superintendent's letter dated March 7, 2003. Pursuant to Section 15.13(B)(1), municipal water service must be extended to serve the proposed development. Water Superintendent Jay Nadeau has reviewed the plans and provided a number of comments (See Appendix C). In particular, Mr. Nadeau notes that the city does not currently have sufficient water storage capacity to service new development requiring more than 1,000 gallons per day. Prior to final plan approval, the applicant must obtain final water allocation approval from the South Burlington Water Department. 6. All utility lines must be underground pursuant to Section 15.13(E) of the Land Development Regulations. Pursuant to Section 15.13(E) of the Land Development Regulations, all utility lines must be underground. A utility plan is included on Plan Sheet #2, which shows what appears to be an underground electric line. No telephone line is indicated. 7. Stormwater drainage plans must demonstrate compliance with the Vermont Stormwater Management Manual, pursuant to Section 15.13(F) of the Land Development Regulations. Section 15.13(F) of the Land Development Regulations requires that the PUD meet the standards of the Vermont Stormwater Management Manual. Stormwater drainage facilities area shown on Plan Sheet #2 and details are provided on Plan Sheet#7. PUD Review Standards Pursuant to Section 15.18 of the proposed Land Development Regulations, PUDs shall comply with the following standards and conditions: (a) Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\senecal\sketch srp doc 8. Prior to final plan approval, the applicant must obtain wastewater allocation approval from the Director of Planning and Zoning. As already indicated the applicant must obtain final water allocation approval from the South Burlington Water Department. In addition, the applicant must obtain wastewater allocation approval from the Director of Planning and Zoning. (b) Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. In addition to stormwater drainage details, the plans include acceptable details of erosion control measures to be used during and after construction on Plan Sheets #7 and #9. Staff notes that the proposal must adhere to standards for erosion control as set forth in Section 16.03 of the proposed Land Development Regulations. In addition, the grading plan must meet the standards set forth in Section 16.04 of the regulations. (c) The project incorporates access, circulation and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. The applicant has indicated that the proposed development will generate 998 trips per day, with 76 trip during the AM peak hour and 91 trips during the PM peak hour. Circulation is two- way throughout the site and appropriate loading space is provided. The subject property is not subject to the Traffic Overlay District. Staff believes the circulation plan is adequate. (d) The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. 9. The applicant must provide a delineation of all wetlands on the subject property and an analysis of wetland impacts prepared by a qualified wetlands consultant. 10. Any wetland encroachments must comply with Section 12.02(E) of the Land Development Regulations. The South Burlington Wetlands Delineation data indicates that wetlands area present throughout the subject property. The plans show a partial delineation of class 2 wetlands on the site, but class 3 wetlands are not indicated. The applicant must provide a wetlands delineation of all wetlands on the subject property and an analysis of wetlands impacts prepared by a qualified wetlands consultant. Any encroachments into class 2 wetlands will only be permitted in conjunction with the issuance of a Conditional Use Determination from the Vermont Department of Environmental Conservation. Any wetland encroachments must comply with Section 12.02(E) of the Land Development Regulations. Accordingly, any proposed wetland encroachments must be reviewed by the South Burlington Natural Resources Committee. (e) The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\senecal\sketch sro doc The proposed development appears to be compatible with existing development in the IC District. In addition, the plans show that the minimum required 65 ft. setback from the adjacent R4 District will be provided, and the proposed development will be screened with dense evergreen plantings. (f) Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. The stream buffer area on the westerly side of the property will not be impacted; however, more information on wetlands must be provided before Staff can make a determination as to the location of open space. (g) The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. 11. The plans must be reviewed and approved by Fire Chief Doug Brent. (h) Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. Based on the plans submitted, it appears that the extension of services between adjacent parcels is adequately provided for. (i) Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. 12. Exterior lighting must comply with Section 13.07 of the Land Development Regulations. Accordingly, Staff recommends relocating the rear light pole to occur above the rear parking spaces adjacent to the dumpster enclosure. 13. The plans need to be revised to show utility cabinets and HVAC details. Lighting plans are detailed on Plan Sheet #3. The parking area lighting plan must comply with Section 13.07 of the Land Development Regulations. Staff questions the need for the light pole at the rear of the warehouse structure, because it casts relatively high light levels at the rear property line. Perhaps this light could be relocated to occur above the rear parking spaces adjacent to the dumpster enclosure. Staff notes that the plans need to be revised to show utility cabinets and HVAC details. (%) The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). In general, the project is consistent with the goals and objectives of the Comprehensive Plan. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations, any PUD shall require site plan approval. Section 14.06 establishes the following general review standards for all site plan applications: CITY OF SOUTH BURLINGTON 6 DEVELOPMENT REVIEW BOARD DEPARTMENT OF PLANNING & ZONING \d rb\sub\senecal\sketch. srp. doc (a) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. It appears that adequate transitional features are proposed between structures and between parking and structures. (b) Parking shall be located to the rear or sides of buildings to the greatest extent practicable. Parking is appropriately not located along the easterly boundary adjacent to the R4 District. Staff notes that the subject property is essentially landlocked and between properties that front on Williston Road and Kimball Avenue. Therefore, whether parking occurs at the north or south of the large warehouse structure, it would still be visible from one road or the other. Staff believes that the parking lot is best located where proposed relative to the buildings and adjacent residential district. (c) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The buildings appear to be of similar scale to others within the IC district in this vicinity. (d) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Staff has already noted that the utility lines must be underground. (e) The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. 14. The preliminary site plan should include details of architectural elements. which will appear on the proposed structures. No information on architectural elements is provided. (f) Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. Again, details of architectural elements need to be provided. In addition to the above general review standards, site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations. - (a) The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. Staff does not believe that this is necessary on the subject property. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\senecal\sketch sro doc (b) Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Staff has already indicated that utility lines must be underground (c) All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). A fenced dumpster enclosure area is provided. Parking Section 13.01(G)(1) of the Land Development Regulations establishes design requirements for parking spaces. Internal aisles are 24 ft. wide. Parking spaces are 90 degrees to internal aisles. Stall dimensions are not indicated on the plans, but all stalls appear to be 9 ft. wide by 18 ft. deep. This complies with the dimensional requirements outlined in the regulations. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. Bicycle parking facilities are shown for the site. Pursuant to Section 13.01(1), seven accessible parking spaces are provided. 15. The plans will need to be revised to demonstrate compliance with the minimum parking requirements of the proposed Land Development Regulations. Staff notes that it appears that the applicant has referred to parking requirements of the current Zoning Regulations. However, the preliminary and Final plat applications will most likely need to comply with the anticipated adopted Land Development Regulations. Accordingly office parking requirements are 3.5 spaces per 1,000 sq. ft. of gross floor area and warehouse parking requirements are 0.5 per 1,000 sq. ft. of gross floor area. Landscaping 16. The plans need to be revised to indicate the percentage of the parking area that is proposed to be landscaped with trees, shrubs or other plants. In addition, trees within the parking area must include at least one deciduous shade tree of 4" caliper at 6" above ground for every 3,000 sq. ft. of paved area, or every 10 parking spaces, whichever is greater. Pursuant to Section 13.06(A) of the Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and PUD review. Landscaping plans are provided on Plan Sheet #1 of the plans. Section 13.06(B) requires parking facilities to be curbed and landscaped with appropriate trees, shrubs, and other plants including ground covers. Accordingly, the DRB shall consider the adequacy of the proposed landscaping to assure a safe, convenient, and attractive parking area and the privacy and comfort of abutting properties. Section 13.06(B)(1) requires that at least 10% of the interior of the panting area to be landscaped with trees, shrubs or other plants. Furthermore, at least one deciduous shade tree of 4" caliper at 6" above ground shall be planted for every 3,000 sq. ft. of paved area, or every 10 parking spaces, whichever is greater. CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\senecal\sketch srp doc 17. The plans need to be revised to include design specifications for the landscape islands throughout the parking facility. The islands must be curbed and include tree, shrub, grass and/or ground cover plantings pursuant to Section 13.06(B)(2) of the Land Development Regulations. Pursuant to Section 13.06(B)(2)(a) of the Land Development Regulations, raised planting islands containing trees, shrubs, grasses, and/or ground covers, shall be designed to define major circulation aisles, entrances, and exits. Section 13.06(B)(2)(b) requires the landscape islands to be curbed unless curbless islands are proposed to provide for stormwater runoff into vegetated areas for treatment. 18. The plans must be revised to show snow storage areas. Pursuant to Section 13.06(B)(4), snow storage areas must be shown on the plans. The plans do not show snow storage areas. 19. The applicant must submit a proposed landscape budget prepared by a landscape architect or professional landscape designer pursuant to Section 13.06(G)(2) of the Land Development Regulations. Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2), and shall be prepared by a landscape architect or professional landscape designer. Required costs are based on construction costs. Accordingly, the applicant must submit a proposed landscape budget. 20. Staff recommends that the plans be revised to address Public Works Arborist Craig Lambert's comments dated March 11, 2003. Public Works Arborist Craig Lambert has reviewed the plans and provided a number of comments (See Appendix B). Staff recommends that the applicant address the numbered items in the "Comments" Section of this report to the satisfaction of Staff prior to submission of a preliminary plat application. Respectfully submitted, (�4&zAwv­ Janet M. Hurl y, Assoc9te Planner Copy to: Paul O'Leary, O'Leary -Burke Civil Associates APPENDIX A 3/27/03 Bill Szymanski City Engineer Senecal PUD Shunpike Road 1. Force main should have at least two clean outs. 2. The easement at turn around must have at least 10 feet beyond the paved area for snow storage. 3. Trees must not be planted on top of water and sewer mains. 4. The sewage pumping station piping 6 inches below station cap may be subject to freezing. 5. George Dow of City Sewer Department shall review the pumping station design. 6. Electrical panel box shall include a 110 volt outlet. 7. The sewer pumping and force main will be private maintained by the owner. APPENDIX B Craig Lambert Public Works Arborist Landscape Review 3/11/03 Senecal PUD 65 Shunpike Rd O'Leary Burke Civil Associates Due to over planting in South Burlington, Summit Ash is not an acceptable species. Possible substitutions include: • Kentucky Coffeetree, Gymnocladus diocus • Accolade Elm, Ulmus japonica x Ulmus wilsoniana 'Morton' • American Elm hybrids, Ulmus Americana 'Princeton', 'Valley Forge', 'Washington' • Lacebark Elm, Ulmus parvifolia • Turkish Filbert, 'Corylus colurna' 2. Trees that attain a taller height at maturity should be considered as substitutes for the crabapples in the parking lot islands. This will reduce branch/car conflicts as the trees grow because the taller trees are more easily pruned to achieve clearance. 3. Gallery pear is a good selection along the building. The cultivar 'Cleveland Select' or 'Chanticleer' should be specified, as they possess a more columnar form. Japanese Tree Lilacs are also a good choice along the buildings. 4. White Pines on the east side of the property aren't accurately located (caption indicates 30 feet on center but the drawing shows 20 feet on center). 5. Changes should be made to the Tree Planting Detail. • When staking is required, ties should be either rubber bungee type ties or of flat, soft, woven material. Wire encased in garden hose is not acceptable. Stakes and ties shall be removed after 1 year. • Amending backfill soil with fertilizer is generally discouraged unless soil tests indicate a need for specific nutrients. Rocks, stones, roots, or other debris should be removed from the fill soil prior to backfilling. • Plant tree so that the root collar/trunk flare is at or slightly above finished grade. If the root collar is buried within the soil ball, excess soil should be removed to expose the root collar and ensure proper planting depth. 6. In the Landscaping Specifications, the recommendation to apply 500 pounds of fertilizer per acre is meaningless unless an N-P-K ratio is included i.e. 5-5-5, etc. APPENDIX C SOUTH BURLINGTON WATER DEPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 March 7, 2003 Mr. Paul O'Leary O'Leary -Burke Civil Associates, PLC 5 Andrew Avenue, Suite 5 Essex Junction, VT 05452 RE: Al Senecal Parcel, Shunpike Rd South Burlington, VT Dear Paul: The South Burlington Water Department has reviewed the plans for the above referenced project. Please find my comments below. 1. At this time the City of South Burlington does not have sufficient water storage for any new project requiring more than 1,000 gallons per day (gpd) in this water service area. If this project will require more than 1,000 gpd, please complete the attached Application for Water Allocation and return it to the South Burlington Water Department as soon as possible. As the project continues, a final Application for Water Allocation will need to be approved for water allocation. No construction shall be permitted that may restrict or encumber water supply and storage for the City's current customers. 2. All construction drawings and plans shall have a note saying "All work to be performed in accordance with the Specifications and Details for the Installation of Water lines and Appurtenances for all Water Systems Owned by the Champlain Water District, the City of South Burlington Colchester Fire District #1 and the Village of Jericho. Please add this note to future plans in visible locations. All water installation work and water distribution material must comply with these specifications. 3. A new eight -inch (8") gate valve shall be installed on the water main when the existing blow -off is removed. 4. Soil conditions in this area may be corrosive to Ductile Iron pipe. Soil borings should be considered. Polyethylene pipe encasement may be required in areas of corrosive soils. The polyethylene encasement shall prevent contact between the pipe and fittings and the surrounding backfill and bedding material. 5. All domestic services and fire sprinkler systems that are connected to the public water system shall be protected according to their degree of hazard, with a backflow prevention assembly, and an appropriate thermal expansion system. Please contact this department for more information on backflow protection devices and detail drawings. 6. The South Burlington Water Department ordinance states, "All water lines and appurtenances not located in the City right-of-way or public grounds shall be considered private pursuant to the ordinance and others of the City." The fire hydrant for this project would be considered private. At this time private fire hydrants are assessed a $100 per hydrant annual fee. 7. Design for the hydrant location and water main size should include consideration of pressure loss during hydrant use periods. Periodic maintenance including flushing, or emergency use of the proposed fire hydrant may cause a pressure loss within the building to less than acceptable limits. 8. The SBWD shall be sent any future hard copy plans involving this project for review. Future plans must include details and specifications as required in the above referenced Specifications. 9. The SBWD shall be notified prior to backfilling to inspect all joints, fittings, main line taps, appurtenances and water line crossings. 10. Further review changes may be required as this project proceeds through the permit process. 11. A hard copy set of As-Builts as well as one electronic copy in Auto-CAD.DWG Version 14 Format or newer shall be supplied to this department upon completion of the water system improvements. If you have any questions or I can be of further assistance, please call me. Sincerely, n l AJaeau Superintendent CC. Janet Hurley Doug Brent George Dow Plan Reviews: Al Senecal Parcel- 3-03 O'Leary -Burke ( ) Associates, PLC February 24, 2003 Mr. Ray Belair Zoning Administrator 575 Dorset Street South Burlington, VT 05403 Re: Al Senecal Parcel, 65 Shunpike Road Dear Ray: We are writing on behalf of LNP, Inc., c/o Al Senecal, to request preliminary plan approval for a Planned Unit Development on a parcel of land in South Burlington, located north of Kimball Avenue and south of Williston Road. LNP, Inc. owns the 9.89 acre parcel of land known as 65 Shunpike Road. The parcel is currently undeveloped and is located in the Mixed Industrial and Commercial District (I-C). There have been some changes made to the layout of the project since sketch plan submittal. The three mixed use buildings have been replaced with one 60,800 square foot mixed commercial warehouse and office building. The 8,250 square foot office building has been changed to 9,430 square feet. A total of 202 parking spaces are proposed with 7 handicap accessible spaces which conforms with the City of South Burlington parking requirements. Access will be through Adelphia Drive where there is an existing 60' wide Right -of - Way extending to this parcel from Kimball Ave. The sewer connection will be made to an existing manhole located on Shunpike Road via a 3" force main. The water will be connected to the existing main which ends on Adelphia Drive. Gas, electric and telephone utilities will be extended from Kimball Avenue, along Adelphia Drive to the project site. Please find the following attached information: 1) Preliminary Subdivision Plat Review Application; 2) Five (5) full size sets of the Preliminary Plans; 3) One (1) reduced (I l" x 17") set of the Preliminary Plans; 4) I.T.E. Trip Generation Calculations; 5) Lighting Cut Sheets; 6) A fee of $125.00 ($75.00 fee + $10.00 recording fee + $40.00 per lot) If you have any questions, please call. Sincerely, \ Daniel V. e ord Enc. cc: Al Senecal ZA2001 \1083\prelimletter.doc 5 ANDREW AVE. SUITE 5 ESSEX JCT., VT 05452 PHONE 802-878-9990 FAX 802-878-9989 OBCA@PSHIFT.COM Land Use: 495 Recreational Community Center Independent Variables with One Observation The following trip generation data are for independent variables with only one observation. This information is shown in this table only; there are no related plots for these data. Users are cautioned to use these data with care because of the small sample size. Trip Size of Number Generation Independent of Independent Variable Rate Variable Studies Directional Distribution IVI=I I IYGI .7 Weekday A.M. Pk. Hour 0.01 14,000 1 62% entering, 38% exiting of Adjacent Street Traffic Weekday P.M. Pk. Hour 0.01 14,000 1 28% entering, 72% exiting of Adjacent Street Traffic Weekday A.M. Peak 0.03 14,000 1 58% entering, 42% exiting Hour of Generator Weekday P.M. Peak 0.02 14,000 1 39% entering, 61 % exiting Hour of Generator Saturday 0.07 14,000 1 50% entering, 50% exiting Saturday Peak Hour of 0.01 14,000 1 47% entering, 53% exiting Generator Sunday 0.15 14,000 1 50% entering, 50% exiting Sunday Peak Hour of 0.02 14,000 1 60% entering, 40% exiting Generator VI11 IV vc..� Weekday 27.25 32 1 50% entering, 50% exiting Weekday A.M. Pk. Hour 2.66 32 1 72% entering, 28% exiting of Adjacent Street Traffic Weekday P.M. Pk. Hour 3.16 32 1 44% entering, 56% exiting of Adjacent Street Traffic Weekday A.M. Peak 3.50 32 1 38% entering, 62% exiting Hour of Generator Weekday P.M. Peak 2.44 32 1 27% entering, 73% exiting Hour of Generator Saturday 18.34 32 1 50% entering, 50% exiting Saturday Peak Hour of 2.59 32 1 53% entering, 47% exiting Generator Sunday 12.03 32 1 50% entering, 50% exiting Sunday Peak Hour of 1.66 32 1 43% entering, 57% exiting Generator 1,000 Square Feet Gross Floor Area ------ Weekday 22.88 38 1 50% entering, 50% exiting ��` -9�J Trip Generation, 6th Edition 793 Institute of Transportation Engineers Recreational Community Center (495) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday, Number of Studies: Average 1000 Sq. Feet GFA: Directional Distribution: Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. 2 89 66% entering, 34% exitina Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates Standard Deviation 1.32 1.08 - 2.23 uata riot anci Equation 190 180 170 160 150 rn C W 140 a 130 U 120 m CD c`d 110 d Q II 100 H 90 80 70 60 50 30 Caution - Use Carefully - Small Sample Size --- ; ---- : -- - • ---------- --- ,,--i ---- ----- ----- ----- ------ 40 50 60 X Actual Data Points Fitted Curve Equation: Not given 70 80 90 100 110 120 130 X = 1000 Sq. Feet Gross Floor Area - Average Rate R2 = **** 140 Trip Generation, 6th Edition 794 Institute of Transportation Engineers Recreational Community Center (495) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Number of Studies: 3 Average 1000 Sq. Feet GFA: 65 Directional Distribution: 34% entering, 66% exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates Standard Deviation 1.75 1.38 - 2.78 1.44 Data Plot and Equation y 300 200 100 0 Z ., zY C) ; s . Caution - Use Carefully - Small Sample Size ter' . - ..- , ..-X ........ .... .... .... .... ..•• .....,.... _ . X 10 20 30 40 50 60 70 80 90 100 110 120 130 140 X Actual Data Points Fitted Curve Equation: Not given X = 1000 Sq. Feet Gross Floor Area ------ Average Rate R2 = **** Trip Generation, 6th Edition 795 Institute of Transportation Engineers Warehousing (150) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday Number of Studies: 16 Average 1000 Sq. Feet GFA: 273 Directional Distribution: 50% entering, 50% exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates Standard Deviation 4.96 1.51 - 17.00 4.05 r1_a_ r,�_a v L- r M CUM GyUc1L1U1I 12,000 11,000 - 10,000 - 9,000 - "c 8,000 - w f- 7,000 U L > 6,000 Cl) 0) 5,000 U Q 4,000 3,000 2,000 1,000 0 0 ------------------- ------------.....z . ...... ...... .. ............... ....-•-- x ------------------- - . ......---•-•..---.._... r ' . t..... .......................... r! . . . - - - - - ' x . .....�r .............................. ...................... x. � X ..x..................:. x x X Actual Data Points 1000 2000 X = 1000 Sq. Feet Gross Floor Area Fitted Curve Fitted Curve Equation: T = 3.676(X) + 350.266 ------ Average Rate R2 = 0.82 3000 Trip Generation, 6th Edition 198 Institute of Transportation Engineers Warehousing (150) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Number of Studies: 19 Average 1000 Sq. Feet GFA: 531 Directional Distribution: 82% entering, 18% exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates Standard Deviation 0.45 0.21 - 1.93 0.74 Data Plot and Equation 1,300 1,200 1,100 1,000 900 W 2- 800 a� 700 L 41 N 600 m co Q 500 I I ~ 400 300 200 100 0 72� -------- ------------------- --- --------..,t-..........- X .......................... ---------------------------,-......................... X ................ .......... ............. .�.. ........ ...................---- .......... ......... ....... ...... ...--... X X . . . . . . . . . . . . . . . . . . . .I- . . . . . . . - - - - - - - - - - - - - - - - - - -'- - ............... .......... .................... .......................----------- - --- -------------------------------------- ------------ --.... ..e.......... X... , X ; x" x.....----- 0 1000 2000 3000 X = 1000 Sq. Feet Gross Floor Area X Actual Data Points Fitted Curve ------ Average Rate Fitted Curve Equation: Ln(T) = 0.707 Ln(X) + 1.148 R2 = 0.79 Trip Generation, 6th Edition 199 Institute of Transportation Engineers Warehousing (150) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Number of Studies: 22 Average 1000 Sq. Feet GFA: 406 Directional Distribution: 24% entering, 76% exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates Standard Deviation 0.51 0.17 - 1.66 0.83 Data Plot and Equation F-- 1,500 1,400 1,300 1,200 1,100 1,000 900 800 700 600 500 400 300 200 100 0 0 ....... �. 'X•----------••--- ................................................. .a•:�..-...--..-..-.......... ----------------- ............... ....... -- . ----- .......... X ' -•• ------------------ ---------------------- X------. ... ........................ .......................... .......... ......... .......................... ......................... X , X ; ............ - ---- X X Actual Data Points 1000 2000 X = 1000 Sq. Feet Gross Floor Area Fitted Curve Fitted Curve Equation: Ln(T) = 0.754 Ln(X) + 0.826 ------ Average Rate R2 = 0.69 3000 Trip Generation, 6th Edition 200 Institute of Transportation Engineers General Office Building (710) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday Number of Studies: 78 Average 1000 Sq. Feet GFA: 199 Directional Distribution: 50% entering, 50% exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates Standard Deviation 11.01 3.58 - 28.80 6.13 udLd riUL CUM F-yuduU11 15,000 14,000 13,000 12,000 11,000 10,000 9.000 8,000 7,000 6,000 5,000 4,000 3,000 2,000 1,000 0 . . . .. . . . . . . . . . . .. . . .. . . . . . . . . . . . . . . . . . . . _ ... . . . . _ . . . . . . . . . . . . . Y'_ . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . .. - _ . . ..... ._. ._. .... .-- .... ...X. ........ ... .... .... .. .. - .. ... ... .... ._. .e.. .... .... .. ... .... ._. _.. .... ..... -X.... ... ... ... .... ... ...... .' X .. . . . . . .�(X. _ . .�{. i� X . . . X.'. . . . . . . . . . . . . . . . : . . . . _ . 7,C.,X' -- ..X., ... ;.X .. ... .... .... .... .. XX ,ice .X X .......... .... .... .... .X-- ---- .... ... •... ; .. X. X XX , XX X----------------------...... .... ------ > 0 100 200 300 X Actual Data Points 400 500 600 700 800 X = 1000 Sq. Feet Gross Floor Area Fitted Curve Fitted Curve Equation: Ln(T) = 0.768 Ln(X) + 3.654 900 1000 1100 1200 1300 ----" Average Rate R2 = 0.80 Trip Generation, 6th Edition 1052 Institute of Transportation Engineers u�neral Office Building (710) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday, A.M. Peak Hour Number of Studies: 216 Average 1000 Sq. Feet GFA: 223 Directional Distribution: 88% entering, 12% exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates Standard Deviation 1.56 0.60 - 5.98 1.40 Data Plot and Equation uJ LLI 4,000 3,000 1,000 _CD,143c) -''T C>IFF-)C�E- !FS ............................ ---------------- ...... ---------------------------- ......................... ----------------- ----------- -------------- _X X X - --------- ........... ....... ---------- XX XX XX X X X X X 0 X Actual Data Points 1000 2000 X = 1000 Sq. Feet Gross Floor Area - Fitted Curve Fitted Curve Equation: Ln(T) = 0.797 Ln(X) + 1.558 ------ Average Rate R2 = 0.83 3000 Trip Generation, 6th Edition 1053 Institute of Transportation Engineers General Office Building (710) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday, P.M. Peak Hour Number of Studies: 234 Average 1000 Sq. Feet GFA: 216 Directional Distribution: 17% entering, 83% exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates Standard Deviation 1.49 0.49 - 6.39 1.37 uata Plot anci F-auation 4,00 3,000 w 0. F- Q) 2,000 1,000 0 CD- -2 X . . . .. ...... .. . ... ... ... ... ......... . .. . . . . .. . . . . . . . . . .... . . . . .. . .. . .. . .. . . . . . . . . . - --------------- ......... ................... ............ X XX X - ---------X- -X "X ......... ........... ......... ------- ---------------- XX X X X X X XX X X X xx 0 1000 2000 3000 X = 1000 Sq. Feet Gross Floor Area X Actual Data Points Fitted Curve ------ Average Rate Fitted Curve Equation: T = 1.121(X) + 79.295 R 2 = 0.82 Trip Generation, 6th Edition 1054 Institute of Transportation Engineers Luminaires Used TYPE QTY TEST# 1 2 L3712CM F 3 4 3 L4300 4 L4904CM 10 M4M42F DESCRIPTION Spaulding, CM-M250-IV General Site Lighting SITE LT - MED SOFT REC HSG FLAT LENS - TYPE IV DIST LA MPS: (1) H S-250 HOR, 23000 L UMENS BLST: STD, W,4 TT,S= 280 Spaulding, WLRII-MI00 Wallpack WALLPACK-SML CAST HSG POLY REFRACTOR/COVER LAMPS: (I) M-100, 8500 LUMENS BLST: STD, WATTS= 120 Spaulding, CM-M 175-III General Site Lighting SITE LT - MED SOFT REC HSG FLAT LENS - TYPE III DIST LAMPS: (1) M-175/HOR, 13500 L UMENS BLST.• STD, WATTS= 175 mcPHILBEN LIGHT, 104/106/108-MT-(1)42TRF STANDARD MEDIUM THROW OPTICS CLEAR FLAT TEMPERED GLASS IN S LAMPS: (1) FLUORESCENT (1) 42 TRIPLE TUBE, 3200 LUMENS BLST.• , WATTS= 50 Luminaire Computation Parameters TYPE TLLF TEST# CATALOG NUMBER/ FACTORS 1 0.74 L3712CM CM-M250-IV Luminaire Dirt Depreciation 0.92 Lamp Lumen Depreciation 0.80 Ballast Factor 1.00 Lamp/ballast Factor 1.00 Misc Light Loss Factor 1.00 Lamp Lumen Ratio Factor 1.00 Original Lamp Rating 23000 Actual Lumens Used 23000 TOTAL CANDLEPOWER MULTIPLIER 0.74 2 0.74 L4300 WLRII-M 100 Luminaire Dirt Depreciation 0.92 Lamp Lumen Depreciation 0.80 Ballast Factor 1.00 Lamp/ballast Factor 1.00 Misc Light Loss Factor 1.00 Lamp Lumen Ratio Factor 1.00 Original Lamp Rating 8500 Actual Lumens Used 8500 TOTAL CANDLEPOWER MULTIPLIER 0.74 Prue 2 Date Project Name Project Number Project File Group Name Power Density Project Schedule Feb 24, 2003 Winterberry 1056 1056.PLZ <All Groups> 0.01 Watts/Sq. Ft Luminaires Used TYPE QTYTEST# DESCRIPTION 1 2 L3712CM Spaulding, CM-M250-IV , een re ris General Site Lighting��, SITE LT - MED SOFT REC HSG` FLAT LENS - TYPE IV DIST LAMPS: (1) MS-250/HOR, 23000 LUMENS BLST: STD, WATTS= 280 2 3 L4300 Spaulding, WLRII-M100 Wallpack WALLPACK-SML CAST HSG POLY REFRACTOR/COVER LAMPS: (1) M-100, 8500 LUMENS BLST.• STD, WATTS= 120 3 4 L4904CM Spaulding, CM-M175-III , General Site Lighting SITE LT - MED SOFT REC HSG FLAT LENS - TYPE III DIST LAMPS: (1) M-175/HOR, 13500 LUMENS BLST.• STD, WATTS= 175 4 10 M4M42F mcPHILBEN LIGHT, 104/106/108-MT-(1)42TRF STANDARD MEDIUM THROW OPTICS CLEAR FLAT TEMPERED GLASS IN S _..._ LAMPS:(]) FLUORESCENT (1) 42 TRIPLE TUBE, 3200 LUMENS BLST: , WATTS= 50 TEST 1, L4301 Spaulding, WGRI-M 175 Wallpack ' WALLPACK-SML CAST HSG GLASS REFRACTOR/COVER LAMPS: (1) MS-175/HOR, 15000 LUMENS BLST: STD, WATTS= 195` ' AL SENECAL PARCEL 65 SHUNPIKE ROAD SOUTH BURLINGTON, VT A PLANNED UNIT DEVELOPMENT - Wheatley - Mayo Baker 3017 WLllaton Road LLC , � � Bassett � � Zajehowski s� raS ;gam s tea.., .1. a6a ik 1 tY Sheet Title 1 Site Plan/Landscaping Plan 2 Utility Plan 3 Lighting Plan 4 Plan and Profile (Adelphia Drive) 5 Roads, Parking & Landscaping Details and Specifications 6 Water Details and Specifications 7 Storm, Sanitary Sewer & Erosion Control Details and Specifications 8 Pump Station Details and Specifications 9 Erosion & Sediment Control Plan PL Property Plat LOCATION _PLAN 1" = 100' RECEIVED FEB 2 a 2003 City of So. Burlington Owner / Applicant LN P, Inc. c/o Al Senecal 25 Omega Drive Williston, VT 05495 PREPARED DY: O'LEARY-BURKE CIVIL ASSOCIATES, PLC 5 ANDREW AVENUE, SUITE 5 ESSEX JCT., VT 05452 TEL. # 878-9990 FAX. # 878-9989 PLANTING SCHEDULE SPECIE DOTANIL NAME NO. SIZE NOTE SUGAR TYW GRAEAPPLE MALUS —TYNE IT 2"-2 I/Y CAL. I, + D JAPANE5E TREE LILAC SYRIN6A RETILUL.ATA IVORY 51LK 6 .T'_2 V2" GAL. B + B —RE PINE PINJ5 STROBUS 43 µ'_p' HOT. D + D WHITE PINE PIWJS STROBVS 10 6'-8' HGT. D a D AUSTRIAN PILE 1IM15 NIGRA 9 8'-4 HGT. D e D `AMMIT ASH ".I" PENNSYLVANIGA 'SUMMIT 6 2 vT-3" GAL D a D GOLDEN WEEPING WILLOW SAL IX ALGA TR ISTIS 4 2 V2'-3' GAL. B + B U W WHITE DIRLH DETl.LA PAPYRIFERA 4 8' V HGT. D♦ D GALLERY PEAR PYRUS GALA"YANA 6 ] V2--3- GAL. D + D NORTFERN RED OAK OVER RRL"A KI 2 VY-3' CAL. B a B NOKTF N WHITE GEDAR THUJA OU IDENTALI5 TT 6 - 8 HGT. B + 6 MINT J-tZP JUNIFEK JIMIPERUS CHItEE' 'MINE Jl1LEP 6 "- T. 3 GAL VERMONT SUN FORSYTHIA FORSYTHIA MANOSGHURICA 12 D"-18" T. 3 GAL PLXtPLE IANO E RY PRL4eJ5 X GISTENA 6 W-2e HGT. 3 GAL LITTLE PRINLE55 SPIREn SIIREA JAPONILA 6 D--16' HGT. 3 GAL SYM®O1.5 pM� LR CRADAPPLE , -- ` RED OAK WHITE PINE D'-6' HGT., py WEEPING WILLOW IWrtV/'f JAPAIESE TREE LILAC /p,N�� LP GALLERY PEAR L � p SUNWIT ASH 'f ArNIPER V.N' AI' AUSTKIAN PINE (" ,) WHITE CEDAR FOIt5YTH1A WD WHITE BIRCH WHITE PILE 11-6' HGTI SEE SHEET #4 FL3 t 5 2003 City of So. Burlington NEW GVRB � R I I I I EXISTING DVILDIMG \ \ AVF IONS INC. 1 DO KIMOALL LLG NAT L t' I ( o �I°�ILfE15p �aMPE EXISTING D' PE Lf.0 VERT� 10' PIYE5 TO / DE REMOVED- R AEW GURO I N SOUTH BURLINGTON I-L; 89 l LOGATION PLAN NT5 NOTE 5EE 5HEET f4 FOR LANDSCAPING DETAILS SANDLHERRY / XIREA / // 7 O RO SE ...,+ PENCER W + / r y 350 NANCY L. DAKER / 1 L�XISTING GEDAK HE __ .' ONIN�,DI 1 T - „ ! UILOIRD 5e, GK L _ -. t 4 fu s SOUTH LING FELINE \ 1965 118 X 30 EASEA2NT auiTY TR TO T 5 ND .327 .r.. I TLnAp r� ArsNETVccDeAlGf,i IeED LnEINE 32� \\ JOSEPH a ✓OYCE r .sEYJA 51p,1 2A�40 1 ra S' IRON 07 PIPE POLPO POUND GRRVIn — 16 Kern sip . ( - —_ a28----- —TWG sRa,ua wNrouc L /y M�-T /<n SPR Cie �I 329 A �'^0 �'-1' I'{.] i) _ r w-' N:W WATER LINE MID GATE vN.vE _ 5 NEW S.WITARY SEWER S�VILE I ' r ,nr nr Ijl ,I. m +EW voRLE w,IN Ci ..Arl— (T14F) F r ( Kn -FV- -hEW GI. Nt!4T5.. 51N6LE SreJRY 'PKE - E NEw eLELTRic .4D rRANSrtWJER BVtLPwN D I-. J' +Hal r, li1Y'1 -- I y. BIKE RACK - � b,4J0 50 FT \ Rfl 12" CEDA 1 f 1 tt, h f i25' HIGH,.', � , _. '-_ . �.. � I-+ '. /. � .�' �' t•r� f I GP if � 1 I — wRnMlp dvPoe ` lr.✓ � �� _ x " I E%15TRIG TREES { ) t p III eaBTRr> TREELwE ZANVA MAYO I I I �$' R(l S IORY , F' 3TAT'ION- RAF m I I'- >V4CL { AND VALV PIT ,^ EXISlIILb � � l k i I I - _ 1 I - f \' • • \I CJIELSEA PI, 5 \ ! CO""ICATION5 INC. wr 70 / I N Vv wAI •,r. 3 !x JAL 1 ZONING INFORMATION h1 D15TRICT MIXED IPD05TRIAL AND GOMAERGUL 1 Y I \\ \ MINIMUM FRONT SETDAGK 40' I f AI / EGOLOO J. a l 7 I-{ L x '''...IIIf MINIMUM 51DE SETDAGK D' OR 65' ADUTTINfi RESIDENTIAL DISTRICT OA55ETT / (�I I n P t \ MINIMUM REAR SETDAGK OR 65' ADUTTIAG RESIDENTIAL 0157RIG CWI IN6 HFI& ."T+- WETLAW DUFFER MAXIMUM LOT (DOV RAC5E 140 ` ' MAXIMUM LOT COVERAGE CT�: i_ ti t DurLalNGs 3OL E� s23A l DUILDIN6s APD PARKING 70z FRR p OOk fTl'f) r Ire rwe / ; �' b7 f/ le °eAcR." oTu.l r DIR H5 LOT COVERAGE APPROXIMATE 512E OF PARCEL 18-1 ACRES IOOI 430b24 DUILDING FOOTPRINTS ]0.130 Sp. FT. b.3R ORIVE5. PARKING AND WALK5 9L733 50. n. 213OX OPEN AREA 268,641 50. FT 623-V O.O -31 TOTNJ H:1 G 5 A 32V , PARKIN& REOUIRSU NTS _ OFFICE GENERAL - I SPACE/250 50. FT GRO55 FLOOR AREA 455%,ayA„.� ."•M.. ti... �. �'� \ � I STORAGE AND O15TRIOUTION FACILITY, TRUCK TERMINAL. DVILDING/ SETDAGK )// CONTRACTOR5 YARD OR LUMBER YARD - I 5-PACE/200 50. FT. i z & OF FLOOR AREA DEVOTED TO OFFICE U5E PLUS 2 SPACES/ / I NON -OFFICE afLOYEE PLUS 15PAGE/I COAM'ANY VEHICLE 7 / I (ANEW 3- FORGE MAI / lm 6' X 8� FENC,MTER5 \" / ON CONC. Pno ENLLOSIAtE W. a H WHEATLEY % f go. 1 - '�,. / / li PAUL. H GHOINiERE \ 4/AE K) EASEMENT TOI2�PINES \` 3017,m"o N/F NF (� 7 CITY TH N6ION CENTERED ALK EX15TIN6 OLRL'01 5N CENTERED DUILDIHG WAREHOU51Y AREA 15Q.. PTJ PARKING OPPIle -OFFICE AREA l50. FTJ gF,E REQUIREMENT5 OFFICE FLOOR AR GOAfANY VEFIILL, A 45.600 3Q400 8 SPACES B2 SPACES 4 5PAGE5 D WA 9.430 WA 38 SPACES WA E IOEW '� �,,\ I AM c\ __ ' _.._._-\ ` / / •N"�Sy �_I.. / ram%- III TOTAL REQUIRED SPADES 102 % MOVIN& EARTPL TOTAL SPADES PROVIDED X2 MOVING ORP J'a IX15TING d/ILDING oa>F nmslaP uY a-n-m sRxeM. RRYDIaN ove / - I ! 9MKY OaIE '� -P I I --7T (- i I t -1_� t, i \ II � � _/ r'' I `� I .♦ .0 0nf nI,,(,A 4�Roecn p �Nof ou/0: SENEGAL GROWN p .,�\� °`1e DVR/P✓o lOa3 GRAPHIC SCALE q ,.4 r 65 SHUNPIKE ROAD A Paw O i.FARY—BURKE SOUTH BIIRLINGTON, VT L \ son "n am CIVIL ASSOCIATES, PLC 083-51 11 III % N Y f \ ( `4clsme \�� 5 ANDESS AVENUE, BUTTE 3 Dt F� > i® E�;.• PHONE, JCL, u 51 TE PLAN 1 1 inch s 40 4t. A"it, 111% i''4O' PHONE: 878-9990 --- ---. _.. ---' -' - FAX: 878-9989 GN14A41TION '1WIAT- AREA NA6E DIMENSIIX45 GRID NNE AVE W% MA%JMIN WIN 517E NEW GRID <+> 11 1[8 553.1 55.6 TYP SYNBR DESCRIPTIR4 LAM' LUMENS KUNTING/BNLAST LLF 0TY A SPflIGRI -MNG D' WALL 6111w I' Wl75 to M5-riwm ww 074 13 B SPIIl9.DING 250W T4 5WE Ifl 2 7MZO_IV to MS-250hfOR 2.9J00 PaE I' BASE 0.14 4 O SPAO4.DING 250W T4 OOUELE 121 Y GB-M250-IV �'� 2m00 POLE 7 POLE 0.74 4 SPEAKER W. NANGY L. BAKER N/F J05EPH 5. a JOYCE M. ZAJf.,HOW5K1 N/F A. MAI WF CORDON E ELAIAE J. BA55ETi WF W ♦ H. WHEAMIFY N/F c aoNwG NiRwr' IH I t I I I $i kZZ 4� r O Ll ,i I !2O KlMBALL LLG WF A n THE CONTRACTOR SHALL NOTIFY 'OIGSAFE' AT I-888-DIO-SAFE PRIOR TO ANY MAVATON. �e EXISTING BVILDING l� 10 W, CFEL5EA CO~ICATIONS ING A!/F LE&ENQ IARGEI. PROPERTY LINE - ADOTTQ PROPERtt LINE LINE ------------- PROP a 7 G9GEId( � IRON PIPE Fd.Ph7 • GpwRETE NON- Fw �j E%ISTING TREES ,�.��� � E%ISTING iREELIK O PROP�Ep 6UILOING NiOLNTEP LIGNi 6• ROPOSED POLE NOIA{iFD LIGHT u�a PROP09E0 POLC M0.WTED LIGHT IPOUeLEI 0,b5 0'70 019 0.47 ,'51 a; 3 014 0.81 22 115 62 0,89 0+4 x X . -- 4.- - - - -" �D�LLP �- 1 G SE'(�AGK LINE ___� GEDM HEDGE (• '� ' '�"�^- 0. .18 2. 2 292 2.44 0.42. RI /ZONING DISTRICT 16 j I 227 0 287 91 237 0.52 IG 915T'K ✓�~ J BUILDING 5E7DAGK 41NE _.. t;b --- - - _ 0.09 014 0,79 0 4 109 +0� 082 01 I + + L--- &51-fl.53- . tl 0,34 0.15 + ' T + + i, + + + + + + V 0,31 0,94 215 I86 074 004_015-0.�-�. tc +, + ,i + ,.? Up 0.20 0.16 0.14 O.cS 41 016 0.23 020 016 1 4, 51 U1 .1 043 0 7 ID 3ta6 ? 4 9 0�2 0.9 .3 0 4 G. 030 O.c' 0.1< 0,21 04P 94 107 86 0.08 0.24 0.12 0.54 027 079 071 0,29 031 01 � + + + + } i i + { } i + I + { T + + f + } } } + + + + + + 4 ! 4 } + i + 4 15 a ,14 1,37 331 307 110 057 0.38 085 085 116 1.38 1.06 0.67 123 0c7 I, 3 214 {(i8 U.�30 100 !1J6 0.91 103 0.96 0,7 069 C.41 0.19 0,52 0.96 2.30 2.93 2.31 1.10 016 0,63 1,44 285 .52 0+7 021 � 4 1.0U"'b" '1�O4352. 4'7 5 6 '2.81 2.1 127 J I L�19+ , 7 1.0 94 11 2.1&2�'71 .01 1.8 1�75 006 033 0� 1.2 �27 L` 0 }l 0, �6G 3 329 L4, + + + + + I { + 4 + + + + +!18xul1-11t 505 86 29 2.53 0.48 D45 .13.56 9.96 I 7.38 2A ARPA { r + + r + 1 r r a r 1 } r + +20SC 2: ,3 62 337 26 0 70�, 4 L'.3 13 3b91 2.L 2.26 0�37 U.4 1.08 33 7.11 .�6 2. �H 0 3 0. �61 8 7 6�88 3D t J I i 0.1 034 0330 036 0T Ot32 051 L10 111 1,39 198 I,'7 0.97 090 031 0�2fl 025 0,19 11.25 076 113 150 .19 197 1.23 16 020 0.55 0.00 207 313 2.58 113 0,49 030 0,83 1,78 3.35 322 19, , li avi�o50 e`IGe a 9�0 3(2 FT 01 1I4 { ? (04 7 I O 10 J. 5 0 } 1 .56 0. 8 08 .85 0, 5 02 J, 6 0.9 . 93dol 45 096 1.1h 0 5 0.3 31 0 A 1," '.G7 2 8 10 1 11T ++ + + + + F + + GHELSEA O1S 022 O.IU 0 0 018 0.14 061 r..awTmlGAnorrs INC. t WF gam^ 004 006 C.39 613 4{4 y�35 2"u 3 0 I ��. � '�' l FEB 2 5 2.93 y \ I 3011 WILLISTON ROAD LLG fl , PAIL H. C INIEKE �J City OITr So, Burlington < 89 e. - / EMPLOYEE PARKING, f 7 wr 5TORA11 E DISPLAY / \� IGRAVEL) / / EXI5TING BUILDING °A2 AfNSION [ / % I A a A o .R9w PA ARN Rr a SENEC AL / DROWN o s cN� G nri GRAPHIC SCALE ��� ° Lr+ �; s/PJO 65 SHUNPIKE ROAD o _ 3 N,. OTEARY-BLTRKE SOUTH 5URLIN&TON, VT 37' p " " °� CIVIL ASSOCIATES, PLC ---" v. - i f ,�ISNIB ale DWB/PJO 5 ANOREW SfN1E 5 VT L I &HT I NCB PLAN 3 i h- ESS4014t. ,APAI�111� IA 1'.40' PHONESB 8 XT,-9990 - - FAX: 878-9989 S I 'I I COWAO �TIONS INC. ti0 I EXr5TING EDGE II I OF GRAVEL STATION LH29 I'$ or FOJ N"160 P AL B UTILITIES E E E '� K14M II !N M•W 3 11•N I ADELPHIA DRIVE urea 1•- —J —I — —W— — I EA731'IAIi�• u sa or W— — ' Q PROVIDE UOIXLXAIN 1 x IOU I CLEANO TS AT BEGINNING OF LINES IINV. 4' BELOW CENTERL/TUT BRACE, A< u ' I REMOVE EXISTING I 0 GLOW -OFF AND AWC NEWWATE6LE I C.I.O I I LEGEND PARCEL PROPERTY LINE O — ADVTTER PROPERTY LINE SETDAGK LINE -----.--------- SETBACK LINE W N NEW WATER LINE AND GATE VALVE 5 NEW SANITARY 5EWER SERVICE FAH-- NEW FORGE MAIN E NEW ELECTRIG AND TRANSFORMER — — — — — — — WETLAND DUFFER EXISTING TREE5 EXISTING TREELINE I FINISH GRADE CONTOUR --- -- - - --- 31P,-- - - -- - - EXISTING GROUND GONTOLR 340 I 336 332 326 324 320 �zm I I EXI5TIN S II / I I- I � I A I II xI� I CURD k ID' X TO THE Sd CITY crT I'I PR TOE S 'IN•327.5" C _'; - _ Ty�ED GIRB SOTH DIA2LIVLINGrQY I -3a8 _ _ -- TING 2' / 5 1 —4._ I�7n"NVOU'r-32761- STREET 160' O.0 \ PLAN 1'MO' PVI 5TA • 14q0 PVI ELEV 330.72 AD. • 0.46 K • 2M35 Cww 1L I 0 _w 8- C- 62 'p OMT EX1571NG PINES ITO BE REMOVED) I n mi 3OW" LOW POINT ELEV 326.47 LOW POINT 5TA 16'S0 PVI STA • 16•50 C j l l l� lii 11 ^" I 1 i / M ---_ 54TION PA _ LNH29 OF EXISTING ANO ��• 4 6 y 7 O.1 m _WA A 7EDPLIA! •may CONSiRUWr TED I' BELOWCENrERLINIE AT A CETN P 6RADE `UOERDRAIN �_____ � _ J _ FIN/S•y �_�y����� T I I I 'LOOP --'--- £ J > -- A.D. RXA 2. W J > TO CATCH SCR 35 PVC CI.EMIOVT SON SOL J TIONS TO BE EX STING e CL 31 DI W:A:r NAE EM y" e DI WATERL CT NE I H PROFILE 1'•40' H r•4' V. 340 330 332 326 324 320 FEB 1 5 2303 City of So. n � A A'NNNIII ITT, GENERAL GMTRUGTION 5PEGIFIGATION5 /) UTILITY INFORMATION SHOWN HEREON WAS OBTAINED FROM BEST AVAILABLE SOURCE AND MAY OR MAY NOT BE EITHER ACCURATE OR COMPLETE. CONTRACTOR SHALL VERIFY EXACT LOCATION OF EXISTING UTILITIES TI I TIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY UTILITY, PUBLIC OR PRIVATE, SHOWN OR NOT SHOWN HEREON. CONTRACTOR SHALL VERIFY NEW TAP LOCATIONS AND SHALL CONNECT ALL UTILITIES TO NEAREST SOURCE THROUGH COORDINATION WITH UTIU_ OWNER. 2) THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL EXISTING VEGETATION, PAVEMENT, AND STRUCTURES NECESSARY TO COMPLETE THE WORK UNLESS NOTED ON THESE PLANS CONTRACTOR SHALL REMOVE ALL TRASH FORM SITE UPON COMPETWN OF CONSTRUCTION. ANY SURFACES, UNES OR STRUCTURES WHICH HAVE BEEN DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO A CONDITION AT LEAST EQUAL TO THAT IN WHICH THEY WERE FOUND IMMEDIATELY PRIOR TO BEGINNING CF CONSTRUCTION. 3) SEE DINER DETAIL SHEETS OF THESE PLANS FOR ADDITIONAL DETAIL$ REO/IREMENTS AND SPECIFICATIONS. 4) ALL WORK SHALL BE NN ACCORDANCE WITH THE 1990 VERMONT AGENCY OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE CITY OF SOUTH BURLINGTON PUBUC WORKS SPECIFICATIONS AND THESE PLANS 5) NEW PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH NOTE /4 ABOVE. ALL EXISTING PAVEMENT MARKINGS CONFUCTICN WITH THE NEW IMPROVEMENTS SHALL BE REMOVED BY GRINDING OR BURNING, 6) A MINIMUM OF ONE-WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. CONTINUOUS TWO-WAY TRAFFIC WILL BE REQUIRED AT NIGHT, PEAK -HOURS. AND WHENEVER POSSIBLE DURING ACTUAL CONSTRUCTION ACTIVITIES. IF DEEMED NECESSARY BY THE OWNER, MUNICIPALITY OR ENGINEER, A UNIFORMED TRAFFIC CONTROL OFFICER SHALL DIRECT TRAFFIC DURING PEAK HOURS. TEMPORARY CONSTRUCTION SIGNS AND TRAFFIC CONTROL SIGNS SHALL BE ERECTED BY THE CONTRACTOR IN ACCORDANCE WITH STATE AND TOM STANDARDS 7) ME CONTRACTOR SHALL BE RESPGNS18U AT HIS OWN EXPENSE FOR ENSURING THAT THE OUST CREATED AS A RESULT OF CONSTRUCTION DOES NOT CREATE A NUISANCE OR SAFETY HAZARD. WHERE AND WHEN DEEMED NECESSARY. THE CONTRACTOR WELL BE REWIRED TO NET SECTIONS OF THE CONSTRUCTION AREA WITH WATER, APPLY CALCIUM CHLORIDE, OR SWEEP THE ROADWAY WITH A POWER BROOM FOR OUST CONTROL 8) THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS IN ADVANCE OF STARTING ANY WORK, CUTTING PAVEMENT, BEGNNNG THE INSTALLATION OF ANY UTILITIES. BRINGING IN ANY NEW GRAVEL OR STONE FOR THE NEW BASE, PAYING, ALL TESTING, AND FINAL INSPECTION, IN ORDER TO ASSURE COMPLIANCE WITH THE PLANS. 9) PRIOR TO BEGINNING CONSTRUCTION. ALL MATERIALS SHALL BE APPROVED BY THE ENGINEER. 10) ALL FILL SHALL BE PLACED IN 6 INCH LIFTS AND THOROUGHLY COMPACTED TO 95% OF MAXIMUM DENSITY OF OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D698 STANDARD PROCTOR, AND SHALL BE TESTED AT 500' INTERVALS. UNLESS OTHERWISE SPECIFIED. 11) BACKFILL UNDER PIPES IN FILL AREAS SHALL BE COMPACTED TO 95R OF MAXIMUM DENSITY OF OPTIMUM MOISTURE CONTENT. A MINIMUM OF TWO (2) COMPACTION TESTS SHALL BE TAKEN AT THE CONTRACTOR'S EXPENSE. UNDER EACH RUN OF PIPE PRIOR TO INSTALLING THE PIPES. THE PIPES SHALL ONLY BE INSTALLED OVER ADEQUATELY COMPACTED SOILS. 12) THE HAYBALE DAMS, SILT FENCES, AND DITCHES SHALL BE MAINTAINED AND REPAIRED BY THE CONTRACTOR AFTER EVERY RAINFALL OR AS ORDERED BY THE ENGINEER UNTIL ALL DISTURBED AREAS HAVE BEEN PAVED OR GRASSED AND APPROVED BY THE ENGINEER, THE MAINTENANCE OF THE EROSION CONTROL DEVICES WILL INCLUDE THE REMOVAL OF ANY ACCUMULATED SEDIMENTATION. 13) THIS DESIGN MUST BE INSPECTED BY O'LEARY-BUWE CIVIL ASSOCIATES. PLC, ESSEX ,UNCTION. VERMONT. TO ENSURE COMPLIANCE WIT" THESE PLANS, O'LEARY-BURKE WAIVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS THAT ARISE FROM FAILURE TO FOLLOW THESE PLANS SPECIFICATIONS AND THE DESIGN INTENT THAT THE PLANS CONVEY, AND FROM FAILURE TO HAVE BEEN NOTIFIED BY THE CONTRACTOR TO INSPECT ME WORKS AND TESTS IN PROGRESS, 14) ALL SLOPES, DITCHES AND DISTURBED AREAS SHALL BE CLEAN, GRADED SMOOTH AND FREE OF POCKETS WITH SUFFICIENT SLOPE TO ENSURE DRAINAGE. 15) SEE ARCHITECTURAL PLANS OF ME BUILDINGS &RADAT I ON REQU IREMENT5 MATERIAL SIEVE PERCENT ID SIZE PA55IN6 SAND CUSHION - VT 5PEC, 703.03 T 100 x I VT 'ID -100 x vT 70-q0 x 04 60-IDO x /100 0-20 1 0200 0-82 GRAVEL FOR 5UDBASE - VT SPED. 6704.04 04 20-60 1 0Kb 0-12 x 4200 O-61 CRUSHED GRAVEL FOR 5UMDASE T *0 1 VT SPEC 704.05 1 VT 'ID 100 x 44 30-60 1 4100 0-12 x 4200 O-6 IT DENSE GRADED GKUKHM STONE 3 vT 100 x VT SPEC 704.06 3' 90-1001 T 75-LOOS r 50-002 I/T 30-601 ♦4 I5-402 a200 O-6 x 1 1/4" THICK TYPE HI %FINISH COURSE PAVEMENT o PAVEM2 VEM THIGH TYPE II BASE COURSE ENT. CONCRETE I IIoLwWwwW l 1/4"/FT. CUft8 1•A ale , :< l —1 r 8 PERF. PVC SM JS (ASTM F758) OR 6" PE (AASHTO M294-9 TYPE S). MINIMUM ' OVERLAP OFFSET PIPE 1SFROM CENTERUNE \ `C DEPTH AS SHOWN ON PLANS OR 12' THICK SAND BORROW SUBBASE PER 4' BELOW FINISHED CF, GRADE. VT STATE SPEC. y703.03A MIRAFI 5DOX FABRIC MASS LEDGE (OR APPROVED EQUAL) I PAYMENT LIMIT 18' THICK DENSE GRADED CRUSHED STONE (Vi STATE SPEC p704.06) OR CRUSHED GRAVEL Vi STATE SPEC 0704.03 SUBBASE FA MIN O WA MINIMUM WIDTH 6'+ PIPE DNA. NOTES: 4 TOPSOIL (TYPICAL) MINIMUM 12' FABRIC OVERLAP UNDERDRAIN WITH 3/4" TO 1 1/2" CLEAN STONE WRAPPED IN MIRAF) 14ON FABRIC OR EQUAL UNDERDRAIN TRENCH LEDGE PAYMENT UMIT- 2' + PIPE DIAMETER 1, ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE TOWN PUBLIC 4. WHERE LEDGE EXISTS IT SHALL BE SHATTERED TO 12' BELOW SUBGRADE. WORKS REQUIREMENTS. THE VERMONT STATE STANDARD SPECIFICATIONS FOR CONSTRUCTION, AND THE APPROVED ENGINEERING PLANS AND 5. YELLOW OR ORANGE WARNING TAPE SHALL BE BURIED 15" ABOVE ALL GAS, SPECIFICATIONS. ELECTRIC, TELEPHONE AND T.V. LINES 2. EMULSION WILL BE PLACED BETWEEN THE BASE AND FINISH COATS 6, PRIOR M INSTALLING THE UNDERDRAINS, THE FABRIC AND GRAVEL, OF PAVEMENT WHEN ME FINISHED COURSE IS NOT PLACED WITHIN A THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR INSPECTION REASONABLE AMOUNT OF TIME OFF THE BASE COURSE PLACEMENT. OF THE SUBBASE SOILS, THE CONTRACTOR SHALL FURNISH A LOADED DUMPTRUCK FOR TRAVELLING ON THE SUBBASE WHEN THE ENGINEER 3. THE ROAD FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 1,0% PERFORMS THE INSPECTION. THE CONTRACTOR SHALL OVER -EXCAVATE IN UNSUITABLE SOILS AND ADD ADDITIONAL SAND BASE AS REQUESTED BY THE ENGINEER. TYPICAL PU5L I C, ROAD CK055 - 5ECT ION NTS SIDEWALK RAMP �$a TEXTUREDA 1/8" REVEAL '`55 /ROADWAY SURFACE 8.1 ; MAXIMUM ;=Jtio!_LJtio, A -AA -A CURB SIDEWALK 2 —F AN SIDEWALK RAMP (TEXTURED) -t NIRETE CURB SSssg {1o_B1LioW B-13 NOF4ALK SIDEWALK RAMP MAIM -W FLASH • SOEWALX RAMPS SHALL BE INSTALLED AT ALL STREET INTERSECTIONS WHERE NEW SIDEWALKS AND WRBS INTERSECT. .. . .rA • MAXWUM DCBRM E RAMP SLGPE V SINGLE RAMP ON TANGENT, NARROW OR NO GRASS STRIP S' THICK 3500 51DEWALK RAMP N15 P.S.I. CONCRETE 2', WAD( 4"TOPSOIL i, 5. 8' CRUSHED GRAVEL BASE (VT. SPED. 704.05-FINE)L� ALL EXPOSED SURFACES TO RECEIVE 2 CARTS OF AN ANTI-SPALUNG COMPOUND. TYPICAL 51DEWALK 5ECTION NT5 NOTES 1) CURB BJG SHALL BE CONSTRUCTED IN 1N SECTIONS WITH 1/8' JOINT BE WEEN SECTIONS 2) CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' AND SHW1 BE CONSTRUCTED OF MATERIAL CONFORMING 1/Y RADIUS O MSHIO DESIGNATION M-153 ( 1/2" SPONGE RUBBER OR CORK. ) C 3) OF AN ARTALL I�SPAWNCE COMPOUND. S TO RECEIVE 2 CARTS EMULSIFIED ASPHALT 1/4' RADIUS , 7 t/YRMN� TAPE R T - 8" T 3.500 PS COMORETE END AREA - 0.W4 S.F. IB' ''j� _ 10• J /,I INSTALL TAPERED CURB AT ALL LOCATIONS WHERE CURBING TERMINATES .. gJ CONCRETE CUKI5 NT5 T CONCRETE LAN05CAPING 5PECIFIGATION5 a' TOPSOIL ALL D15TURDED AKEA5 SHALL M STAWLIZED WITH SEEDING, AND MULCHING PRIOR TO NOVE'AbEK I OF EACH YEAR. ANY DI5TURCED AREAS SHALL DE IMMEDIATELY 5EED EDAND MULCHED WITHIN IS DAYS. ANY WORK PERFORNEO AFTER OCTODER I OF EACH YEAR SHALL DE STABILIZED WITH MULCH SEE SITE PLAN OR NETTING SUFFICIENT TO PREVENT EROSION AND SHALL M INEDIATE2.Y 5E1DOED AND KO"CHIED FOR GRADING AS SOON A5 WEATHER PERMIT5 IN THE 5FRING. ALL DISTURDED AREAS SMALL RECEIVE A MINIMUM 22 HWIDE�- FGEOi..W OF PS TOOIL AND DE SEEDED. FERTILIZED. LINED, AND MULCHED IN ALLORDANLE WITH THE T. 1, SEED MIX IN ALL AREAS SHALL DE L"M MIX CONFORMING TO THE TADLE SHOWN a12" DENSE GRAG&D,CNUSHFAD STONE ST'o SPEQ n u d ON THE PLANS. FOR 5EEOING MTWEEN 5EPTEMDER I AND MOVEAE,EK I. WINTER RYE 5HALL DE USED AT AN APPLICATION RATE OF 100 POUNDS PER ACRE, MINIMUM 12' FABRIC OVERLAPFERTILIZER 2 FERTILIZER SHALL DE STANDARD CIDMS RGIAL GRADE CONFORMING TOM STATE 12' SAND CI15HI5)1N $TA7E $PEG LAW AND TO THE 5TANDAR05 OF THE A550CIATION OF OFFICIAL AGRIWLTURAL i0103 CHEM15T5. DRY FERTILIZER. IF USED. SHALL DE APPLIED AT THE RATE OF $00 POUNDS PER ACRE. LIQUID FERTILIZER, IF USED, SHALL DE APPLIED IN A 1-2-1 KATIO WITH THE 4' PERE. PE MINI" RATE TO INCLUDE 100 POUNDS OF NITROGSK 200 POLMD' OF PHOSPHATE. 3.5' BELOW FINISH GRADE AND 100 PONDS OF POTASH PER ACRE. MIRAFI SOD% SEPARATION CON1RACigN SHALL NOTIFY ENONEER TO INSPECT FABRIC OR APPROVED EQUAL SUBMADE W. BEFORE PLACING ANY GRAVEL SEE PLAN FOR LOCATION 3, LIMESTONE SHALL CONFORM TO ALL STATE AND FEDERAL. REGLLATIONS AND TO THE STANDARDS OF THE AS SOG IATION OFFICIAL AGRICULTURAL CHEMISTS. THE LIMESTONE SHALL DE SHAAPPLI® AT A RATE OP TWO TONS PER ACRE M AS DIRECTED. NOTE: DETAIL APPLIES O AREA 7 AS SHOWN ON SHEET 8 4. WITHIN 24 HOVKS OF APPLICATION OF FERTILIZER. LIRE, AND SEED, THE SURFACE SHALL UNDERDRAIN WITH 3/4" TO 1 1/2' DE ",OHM WITH A HAY MUCH MUCH 5HAL1. DE SPREAD UNIFORMLY OVER THE AREA AT A RATE OF TWO TONS PER ACRE OR AS OROERED DY THIS ENGINEEIL $LOPE TO MINIMUM WIDTH CLEAN STONE WRAPPED IN MIRAFT ORIGINAL 6'+ PIPE CIA 14ON 14ON FABRIC � ROUND URBAN MIX 6RA55 5EED 3 \ PARKING/ROADWAY AREA D X BY WEIGHT L85. LIVE 5EF-0ETAIL TYPE OF SEED PER ACRE NT5 37.5 45 CREEPING, RED FE5CUE 31.25 37.5 KENTUCKY BLUEGRASS WINTER HARDY, PERENNIAL 31.25 37.5 RYE 1 00 120 It LIVE 5EED PER ACRE 2 STRAND TWISTED 12 GAUGE GAL. WRE ENCASED IN 1' MA. RUBBER HOSE (2 TO 3) 2" X 2' HARDWOOD STAKES DRIVEN (MIN. 18') FIRMLY INTO SUB - GRADE PRIOR TO BACKFILLING, WEN REOUIRED (SEE NOTE 02); STAKE ABOVE FIRST BRANCHES PLUMB TREE TRUNK OR AS NECESSARY FOR FIRM SUPPORT; STAKES SHALL BE CAPABLE OF STANDING FIRM 3" MULCH - DO NOT FOR AT LEAST ONE YEAR APPLY AROUND TRUNK FORM 4' SAUCER AI JP rl._I CUT AND REMOVE WME MESM BASKET, ROPE AND/ UNDSORBED SOIL , UPI TOR BMLAP OP 1/3 A roFRW I W DACNFILL WITH EXCAVATED SOIL TIT- AMENDED WITH FERTIU2ER I ->L-_I�"� 4RL-� -' dJ 11 BREAK APART SHO OF AT A RATE OF 10 POUNDS PER .mILTHu�i 10 POU AND BLEND PLANT MO AND BLEND PLANT MIX CUBIC YARD OF SAIL, WATER AND TAMP ro REMOVE AIR POCKETS DIN.. 2 K BALL DNA. WITH DE STINGOIL SOIL TI PROVIDE SOIL 1NANSTON NOTE: I. PLANT TREE SO THAT OP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE. 2. STAKING AS REOARED ONLY IN SITUATIONS WERE TREES WILL BE SUB.ECTED TO NWOY CONOTIONS AS DETERMINED BY THE PROECT LANDSCAPE ARCNIIECT. 3. TREE$ SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS AFTER PLANTING, 4. EX HE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE. STRING AND SURVEYOR TAPE PRIOR TO PLWTING TO PREVENT GRDUNG. SEE MAMFACTU.ERS DETAIL SHEETS FOR REQ'F DOLT PATTERNS FINISH GRADE i4 REDAR 4 HORIZ DABS W 5 VERT. 5TIRKU.P5 2' 5CH 40 PVC CRDUIT 6 LONG COPPER GROUND ROD WITH 46 COPPER WIRE FOR CONNECTION TO POLE TYPICAL LIGHT POLE FOUNDATION (PAVEMENT) NT5 TREE PLANTING SEE MANUFACTURERS DETAIL SHEET5 /- FOR READ DOLT PATTERNS 2 FINISH GRADE 44 REDAR 4 HKMIZ BARS W 3 VERT. 5TIMUR5 48' 2" 5CH 40 PVC C-0/DUIT = ff 24' II I 6 LONG COPPER GROUND ROD WITH 46 COPPER WIRE FOR C,OMECTION TO POLE TYPICAL LIGHT POLE FOUNDATION (15LAN(D) NT5 PLANT SHRUB AT SAME DEPTH AT WNGJ SI-RL6 HAD PREVIO SLY GROWN CONSTRLICT 3' SAUCER PM AROUND EACH PLANT / T LAYERR OF APPROVED SI-REDDEO BARK MLLCH �Y'( CONTINUOUS. LAYER WHEN USED N SI-RUEI BEDS LNDERLAY WITH BLACK WEED BARRIER FABRIC FEB 2 5 2033 LOOSB`L CUT. E REMOVE BURLAP FROM TOP 2/3 OF ROOT BALL Ci of $ gton 13ACKFLL WITH APPROVED vsk TOPSOIL PLANTING MO(TLQE �r 1, 1 5HfZU5 PL ANT I NG NT5 L_J- 22 FT. - 100 W SPIN LDING OJ-M25O TYPE IV OISTRIBUTION 230 WATT METAL HALIDE 22MOUNTING HEIGHT SET TOP OF FOOTING S" ABOVE FINISH GRADE `PROVIDE Y CONDUIT FOR ELECTRIC SERVICE LUMINARE DETAIL (51N&LE OR DOU15LE) M STOP FLANGED CHANNEL 8' STEEL POST O IX{WND VT. SHT. E-121 5TOP SIGN NT.5. VT. 5HT. E -143 1� RESERVED PARKING 8' TO ^—FLANGED CHANNEL GROUND STEEL POST VT, SHT. E-121 HAND I GAP 51 GN NT5 7 �_ J Udwn � j HANDICAP ACCE551DLE PARKING NT5 WATER 015TROUTION 5PECIFICATiON5 II GENFAAL. CONTRACTOR SHALL FROv10E A X AND 1 1- EN PVC MARKER AlPIROO A DY M ENG1NMSt AT ALL GATE VALKS. CURD STOPS. AND AY THE FOND d WATERLINES TO A PoINT 51% INCINES THIS ITCH SHALL LONE HST d M LADOR EWIf11ENT. AND MATRIAL EEWRID fpR M bl ADOVE FINISH GRADE. M MARKER SHALL DE SEATED SECURELY INTO THE ISROND. [.ORLLTE LODTRVLTION OF THE WATERMAm5 AND SERVICES WHICH SHALL VILLUDE C%LAVATIOK MGKIILL1NXr, FIFE VALVES, YCE4, HYDRA 1 ELBOWS, R®1K. 1 AND ALL OMR AVURTENNYlS NELE55MY FOA A LOIFLETE WATEUA.IN SYSTEM AS INDICATED ON M LEPTED 01thAN Mh. ALL -IT, L. FIELD TEIT- WiRIALS - INSTAL 1- SHALL al -MOVED DY THE LOCAL M.WILRAL WATER AU EX.IXfT AS OTHERWISE DRELT�D. ALL FRELIES SHALL FIFE-INES LAID IN EXUVATION OR D(COED W CONCRETE SHALL DE TESTED M OEDACKFNLNA !7 WATER PIPE NATRIALS DY THEPLACING OF CONEAE ANDMY CTROSED FIFIIIG NNUI- DE TESTED MId TO FIDI> FAWYNAS - WMILIOR pULTRL WON PINE SHLLL PUNISH ALL GAUGES TESTING PLUGS, CMS, AND ALL - NF SSMr EWIFL XI AND LABOR RE ISHILL CE A MIl- DIALETR d EIGHT I_ b1 AND CONFORM TO CURRPl1i A-. TO FCRFORM LEAKAGE AND MESSURE TEST IN SECTIONS AN d APPROVED lEN6 EACH VALVED Clq d ANSI-FICATION NUE. PUSH -ON JOINT PIPE SHALL BE MININN THILRI I °CLTION R A MAXDAAI OF ONE -AND NIT R0001 d THE FIR SHALL Ea TESTED ALL CLA55 I PUSH-- JOINT ACG I-- °If1ALL CONFORM TO MPG..- R[,UAAE- d AWWA I'll OR ANSI SPECIFICAT- "III MESENCa OFM ENGMLER. PIPE SHALL DE CEOT MORTAR -LINED ON THE INSIDE IN ACCOROANLE WITH AWWA CD4 OR M -I-E TES,. M LONTRACTCR SHALL OEKLOP AND W w 200 POIAda IFI[ d ANSISFECIFILATION - EXLWY THAT TE LEMNT-I.- THIUUE51 SHALL NOT DE LESS SCNJARE INCH Pd TWO KRRS. FAILURE TO NOD M CEI.-TIED IRESSLIRE Pd M TWO-HIOUR THAN YIREE- SIXTPPZRRIK ElHI D1161 A RUS TOLERANCE OF Oa-CIGHTM INCH IVDI WILL De FERMITTED. PERIOD CONSTITUTES A FAILURE OF M 5EGTION TESTED. THE LCMAGE TEST MALL DE FERFORMED CONLUMRTLT WITH M PRESSURE TEST. CREAAS M TEST, THE LOTRACTOR SHALL MASU E M NG PII°E QIAITITY OF WATER REWIRED rO MAINTAIN RE TEST FEE—LEAX.IOC SHALLHOTEXCEED TINEFINE SHALL EE A MAH DIAMETER d EIGHT - bl AND CPET(KNI TO CUOUNr WELlF.-TON CW, LLMS CA w A SOR RATIO d b. PIPE JOINTS SHALLDC M FLDH_CN iFOt WMTITI GIVEN by, WITH RIAK1e RINGS EXCRt Jp1MT5 AT F TTM65 Np VALVES WHICH SHALL DE NECHMILAL JOmYS. WATER III- SUPI I TO ROUTINE 111ESSIRES EXCE bb - F51 SHLLJ. USE GLASS OOD rRC. L >D ISGUAAE RW, OF rl I UJ,00 LJ FiTT1- WHERE LLP.IiXAGE IN 6A.LODMOE 5 LENGTH OF nralK DIKN IRON FITTINGS SHALL DE EtlOT-LINED, HAK JDO POUD> WOAUW6 FRCS>LRE, n ND DC lfISTED D DIAMETER d IRE Lw.HES I KRAGE TEST FREsSURE f51 A w n'M HUE! W AND C TI R L-UJ FOR COfALT I51 A- LHIAHIICAL JOM Nits AND DOLTSA SHALL DE HGH STRCNE TA Low ALLOY STEEL PR ANS alll. DUCTILE IRON F HISS LARGER TVN TWAK WOES IDl SHALL INK A STANDARD EDDY ALL TEST W6 SHALL al CONDUCTED IN ALCARDANLE WITH AWWA L-GOO LATEST REv1510N SHOLLD LENGTH COIN, TO - a50 CA5T IRON FITTINGS, LAST IRON CLASS ZSO FITTINGS WILL DE ALLOWED IN LEU OF OULTIL£ -ON FII - W SIZES LARGER THM TAe IN[.KS Itl1 ANY SECTION d M PRC FAIL EITHER M MESSUE OR LEAKAG[ III_ M CONTRACTOR SHALL DO E-YTHRE, NECE55AKY TO LOCATE AND RVAIR d EF.ILACE Tl DEFECTIVE PARE. FITTINGS, M RErAWR El- OR M APPROKD EWAL SHALL DC USED ON ALL VRTICAL BEND AND AS SAWN ON M FLANS. OR JOINTS AT NO C NSE TO M OW1R. D. DISRI I- I. -TERa51 VALW LENT SEAT. VALW9 SHALL DE MAHA*ACTLREO IN NORTH MPRICA i0 MET ALLREWIRCIONTS GI, AWE SPFCMILATIONS -SOT VALKS TWELK INLFES IDl AND SMALLER %LLLL Be DUDDLE-TIGFR. ZRO OLdIWUTLON d M WATERNAIN SHALL DE LCIG I- ONLY MTR M IN HAS BEEN A CLEAR S PLUMED Ilp TREAM BTAINED AS DITERANNID DT M ENGINEER. IS O LE -AT D50 HI WORK.-IRLSSI.RE. vALKs SMN.L /ARK NON-RI>ING STEMS, QEN M COTRAGTgR SHALL Fl,RNINH NL LIDOI EPIJIPHAENT, MATERIALS. NID I-, NECESSARY To coUx1ERLLOLRwISE ACN BE PROVIDED WITH A TWO 1NUH W SOIME ORRATIR, NIT WITH ARROW CwIT IN METAL i0 INDICATE DIRECTION OF OPENING, D151N1 M PIPE AND AFHEYENANEES IN ACLORDANC! WITH M AWWA 5TANEMD TOR D15NPCCTENI, WATERWINS, C-ESL WITH M EX -ON OF Tl TABLET NETHIOD. EACH -E SH US HAK MMEKS NAME FRESSLRE TINE. AND YEAR IN WHICH NVEFALTURED HAST ox TIE MAR TO SHTHQT FROM M DRY. EACH K SHALL DE TEST® DY THE MCTAD OF DISRPELTIW SHALL DE DY M L011T1fJ PESO 1E11AD LINENS OTHEIRWISE WES5EOCI YOROSinflt PRESSLR! !WAL TO TWICE M SICLIFIYD WORKN6 PRESSURE. CUUID VALKS SHALL DE 1MTALLlD WITH A VALVE DO%. A'PROVCO DT M ENEN AFTR FILLING, PLUMING. AND M ADDITION OF CHORINE SOLUTION TIE FREE LMLORINE f DC AT LIST 50 MTH- ND AIN WITHIN EI FINE U VALY! DOXeS� IN R 11115NATCD WATER SHALL ROMIN IN M HAIR FOL A 1- d AT LIST a. MARS. Al THE END d MI5 AT LE FfRbD. M TRITep WATER IN ALL fORTION4 d M MAIN SMALL NOT HAK A RESIWAL OF LESS tllAll WITH A TOP FLANGE, F 1A11 EON TNEBE-PIECE SL1Da-T IVE AND OHE-POUT- WON D v.1 D 116M1 d PR4 (.IlpR11L AL DISR!lLiAN SHIN- W PERFOAYD UN"' "E SIREAVISION OFDIII-m SHAFT. E CEIYH OI IRENLN BUT. ION PROCESS SHALL De CEEMCI ACCEITADLE ONLY ASTER 12 SALRES WATER IR.OM MTPLUSHED DISIWCCTED RAIN TAKEN Dr M ENGINEER AND YESTED LAST RON LOUR WAKED WATE1f AND INDICATING DIRECTION d OPENING. AT AN APPROVED LABORATORY Slaw NO EV1Ce11C! d DACTRALW lGINTAMNATION, L6 FN1a -IDISINEGTIOH SHALL CONFORM TO M LATEST AWWA C-U51 R 510H AL HYDRANTS ARE IO DE J-WAY 5- MINIMW DIAKTER AND LIMITED TOM FOLLOWING MARES THE ri-INE AND NTURTEINEES NMLL DE MAINTAINED IN AN UNCONTAMINATED CONDITION WELLR A-.. d XEAaDY GUARDIAN X-DA UT IL -- ACCQYANLE. CNN-ECTION SHALL DE REKATEON D ARSAND WHERE AEGAI— AT NO MAW VALK OfaWN6 5 VI HALALS EMEN' TOM OWNER -11 PwN. ALLOTAK.0 D1 M OWNER. NOZZLE AREANM NEN TWO a 112 - HOSE NOZZLES WITH IN TREADS NCR INCH, OE . va I ItAEER NOZAC WITH U1 E Ft-T MO-TION OF SHALIDW WAtW.INE5 TREADS m INCH. NLT IOWN­ll IS NYDHLIGHNHIIGAL JOINT WATERLMEI WI1N LESS THAN SIX FEET IGl OR COVERR OVR M CROWH OR OPERATING MIT I— Na INE. FANIAGW WHERE INDICATED ON M FLANS. -1 GC MOTELTED AGAUNSY PRfl2YCa DY INSTAA.ATAN d P(AE EN', IRECTION d OR11NG. OCRWIx 1- Ml YN_ IT —AM SM IN%.L 1. SHEETS WITH A -1 INVYH OF POUR-1 Nl OR TWI" MIME ONNETEL WNILKYLR IS GRITEU M SHEETS SHALL DE FLAGlp SIX INCHES COLOR. ENAMELED RED bl A. M DROWN d TINE MAIN MTEL LON•ALYION OF M SIX INCH WI LIFT MMEHATELY DEPTH OF HYCAUNT 'SHALL DE INSTNLED TO THE MANUSALTURERS NSTRULTIOM WITH ND29P5 ADOUf W ADOV! FINISH GRADE ADOK THE CIIOWM — SIAAD. DC ENERGISED DY M CONTRAC pE WIG EALKFILL AND COARAGTION OWR M STYRdOW 5N¢I5 TO PREKNT OANAGE TO M SHEETS, SYIROFOAM SM 11 NYDRAT ORANCHFS. SHEETS SHAM MEET THE LOlRC551VC STRENGTH REWIAAENTS OR ASTM Dbal-1J - TALL .-ANT ASSEAOLIlS SHALL CONSIST OF SIX INCH bl MECHNN-1- JOINT GATE NI K DE AS MA4FKTURED DY DOW CHEMICAL LO FANY. MIDLAND, M-ISM. OR EWIVAIHNT. IN NA CASE SHALL LE THE WATW,WCS NNW S, THAW FINE FEET Ul OF COVER 0- THE TO' d THE FIFE. LOHIORMING TO AWWA C-5 A FONT FOOT 07 LENWIH d 51X INCH bl CLA55 5a OLICTIL£ RDN PRE WITH A GEMlJNT LIN1N6 AND M FIRE HYDXANT. M HTOLANT SMALL HAK AT LEAST 61GHYER iNCHlES ILA-1 BETWEEN M DOtrOH d AT F HTORMT FLOW TESTING STCAAR CAf AND M R01AND. IN SINGLE-FAMILY IG SFEET 51ON5, THERE WILL ME LIST A MORNNT SHALLD! FLAW TESTED U'ON (AMi _ AND ALCEPf_ OR THE RAIN MAT F ONE HYDRANT Ar EAW 1NYRSCLTION IRE A MA%MM d 500 FEET DWl BETWEEN HVORANTS 1.1BLICTION DATA SHALL all ODTAINIED AND SUBMITTED TOM TOWN W ALLOW M R FLOW d SOl GALLONS M MINUTE WITH A A P51 RESIDUA, PR SUAE FROM ILH HYDRANT. IE LOBTW - NETHODS M DETRMIINTIdN OFPURE FLOW AT ]O PSI OFRLSIpALL PRESSURE. INSPECTION NO -- ALL PIP! AID PITTINE15 SHALL DE INSFELTED AND TESTED IN ALLORDANLE WITH THE WHYACTLREUS SPILIFICATIONS MD M A•ORELEl 10-0 AWWA -1 IlAT10NS. M CWTRACr01R 5HALL FURNISH FOR A•PROVAL CRTNILATION FROM M IRE NWIPACT.EEE THAT ALL iYWa1 tltME TESTS HAK BEEN MFOWMD WITH MTISFAETMy RESMfS. FILE SHALT- NOT DC INSTALLED WITHOUT THE ENGINER'S d WATR AJTHGRITYS AIfROVAL. D. INSTALLATION UNNSTURRED SOL FIFES. FITTINGS, AND ALGCS>ORIlS SHALL De LAREFMLY HANDLED W AVOID DAMM,. PRIOR TO THE DATE OF ACCERAY d M F OQ , WDRK DT M OWTI,R, M COMR TL 5- -ALE ANY NEW I`- OR ACLE550EY FONCA TO OE O CYIK AT ANY THE. INCLWIHS AF- INSTALLATION,OUATA.Y RAO- WINS DNAVATED MAIERNA LOHNAO AT HS ETIFCNSE TOM OWMIU TALL ALL INSTALLATION AND TE5TWG L DC DONE DOME IN ACTARDANU IN 6- Lq-IG jy WITH AWWA STANDARD G-GOO AND ANTI SPECIFICATION Aa1.11. .V.L APES NAWBG CRACKS SWNL DE Rl. .. R CRACKS OCUE IN M IRE. M THE MOSS O TRENCNES $ - 3 i,_ F CO'A U LESS TIH1 e' GONTRAGTd AT HIS OWN CWENSE AND WITH M N•/ROVAL d HE FJI6NQR. LUF M ♦ it OR MORE w OFP1H ENTERED BY RENSCNNEL � �nUH1 TIO CRAGRm FORTION•A AT A POINT AT LEAST TWAK INCNES I171 FROM M VISIBLE COUNTS d M OF "AC AND USE THE SOWES PORTNSN OF M flfE. ALL - AND FITTINGS SHALL DE LLEMED OF SHALL DE ME[AO 1M aWEEDG I THE MRAE ----- gM - _ - IS w E SHALL TM DPE ALL FOKESN MX M ACI DEBRIS MIOR TO 1NSrALLATION AEI SHALL DE FEET O1AN UNTIL M TIME OF ALCLFTAEE DY M OWNER. 12• A�EWP 1S' OF COLEF AT ALL TILES, WHEN THE LIFE LAYING IS NOT ACTALLT IN FEGAIME 5. M PICA Ep5 d M aMAFRONEO ROCK EPEE Ix tY (b'WTSRE 01AME OF HPF) PRE SHIALA. EC CLOSED DY TCVORMY WATERTIGHT M1.UGS OR DY OTHER APMOVED NEWS. IF ONRA� E• Um(HD STONES ---- - - - WATDt U IN M TRENCH WYEN WONT .1 RESDUD. M PLUG SNNLL NOf EE RPAAVED UNTIL ALL DANGDt IN WATR ENTRING THE INK HAS PASSED. M INK SHALL DC WSTALLlD IN TRENLlE1 AD, AT M LINE IR1D GRADE SHOWN ON M CONTRACT CMAWRA5. LAR4IIt THAN I H/Y UAMFTIX) Q THE CNwRA - SNAIL AT Tu.E3 NEED TIE WENQIES ENTNCLY FREE OF WATER IMAM ALL CON( 1S MENEG' ANY OEFIELTION .HINTS SHALL DE WITHIN THE LIMITS SPECIFIED DY THE MAWFALTURERALL (RING ND NYUIUlNANLE! LOKLTED TOM EWIfI1ENT SHALL DE SUPPOIRTCD 50 TMAT NO o MD READY FOR BM' WNO. >IIIN WILL DE NOSED W M EGUIIlMWt IF THE MCN EWPT MMAFALILRRY XCGR ILATIONS DFONNG MIAIL 6[ WtltOHGNIr CbpAC1FD al OR SMD INCLUDE THAT F1IWG S ARE LOADHOT TO DE YRANSFREED, THE CONTRACTOR SHALL SUdMT CERTIfbATION d CdIF1.INKP, FOR III, OR J/4• STONE FOR M LAJNLRETE MUST BLOCKS SHALL DF INSTALLED ON ALL PLUGS. TEES. AND DEOIS OlPIFLTING 11 UNOSIURBFD MA O/Ue• Pi - VI OEMMZI OR MORE LMC SHALL DE TARlN TO ENSURE THAT CONCRETE WILL -1 LONE IN LMIALT WITH DLL ILANGES. JOI T5. OR TS. THE XeW OF DLODUS MADLLATEO AREA TRUST ON THE N OR 5H LL DE"A5 AMOVFD DY THE EW 1- WIETEVER >EWERS lII- LROCR TYPICAL WATER TRENCH WATRMAINS THE WATRMAIN NAU. 4 HID AT SUCH Al ELEVATION THAT M DOT- OFTHE MATRNAIN 15 AT LEAST b INUES ABOVE THE TOR OF M NT5 SEWER TH15 MY- SEIMATXJX SMALL DE MAINTAINED FOR TNT FOKTIW OF M WATCRWIN LOCATED WITHIN TEN FEET (D1 NORIZONrN OR MY SEWR IT CROSSES. TIRE >1W1 I NO PH 1 LONECTION BETWEEN M ONII VTION SYSTEM AND ANY FIFES. MAN. HMrOR,VTA, OR TAPS WHIUH ME SLI%,1ED OR MAY DE >UITLIED WITH A OUSTER THAT 15. OR MAY DE LONTAMINAIED. IN INSTANCES WARE I E USE d DIPfERET TYPES OF IIPE NEW STORM PIPE REWIRE JOINING. THE -OR SHALL FURNISH AHD INSTAL ALL NECESSARY AD- (CENTER (CENTER ONE LENGTH WATERLINE) ALL TACIL.HING SAF I STANDARDS >HAiL DE IN LOHFORMANLE WITH ALL MRICADI.6 STATE ND FEDERAL --GEL-1 AND AS SIELRED NW M RAINS M GONiRAGTdR SHALL. AT ALL TINES, KEEP M 1RENLIE4 OTIRELY FREE OR W_ UNTL ALL WORK IS MANNED AD AEADY FOR DALXPILL_ g MIN MrER M VM1OA5 III[L1NE5 HAVE PEEN NSTN.LPD, THEIKENOES AND OTFE'R AREA5 TO a FILLED SHALL DE BALKFILLED TO SUDGRAOE WITH NEW WATERLINE LAYOUVR FOSS DUE, WTRIAL EXCAVATED FROM M TRENUI NO DACXFI WILL DE ALLOWED UTIL MT CONCRETE MASORT HAS SET SWPILIENTLY, AS DETERMINED DT M EINXI R, --..--- ALL MAYRIAL FOR DACKFLLING SHALL DE FREE OFA ROOTS STUelS. AFROST. WRI TALS M5CD HALL FOX DALKFILLING TRENCHESS HALL Be FREE ORSTONES -I-- OVER JO PONDS. NO STOICS CENTER ONE LENGTH OF PIPE NEA-1- OKR - AND ONEINCHES II Val IN M LONGEST DIAOBION SHAG tE UNDER STORM M1ACED WIN ITHONE FOOT IO d M r1rELINE DICING DALKSILLED DACKFILL FOR ALL PIFELINE5 5HLALL DE PLACED IN SIX INCH 161 LAYR5. EACH LAM DEIRS OL THOIRbHLY LOLRACTED TO NAF LE55 'THAN 9 PERCENT OF MA%NRW DRY DENSttY AS CENTER ONE LENGTH OF PIPE j OC"""'D DY THE AASMO-T-M STANDARD M­PA 11-AR PFELAUTIONE SHALL DE TAKEN IN M MLEENT AND LOKAGtION OF M a-- WTRIA, IN ORDR NOT TO DAMAGE OVER STORM M PIPE OR 4TRUCTI.RE M DKFFLL SIW1- LY 0RO161NI IEVENLY. ALL WA10, - SHALL DE MrA.lt]D wIIN A MINMAI covR DarrN I SIX Ill. SUR1.U5 WTlR1AL4 NOT U5a0 POR DAGXFNL SHALL 4 D d IN A MNaR NEW WATERLINE O THE BRI LTOET TOM ENGINEER. ALL sURP1.V5 IMTRIAL OR SPOIL HALL DC RG- REDO AND . L 1-IY AND 015P05lD d 50 AS HG2 TO DE ODJEGTIONADLE TO AmHT1FR5 OR TO M GEERAL PUBLIC. 18' MIN. VAL­ DOXE5 ARE TO DE ADTALLED W ALL EUMIE.O VALKS. THE DOXE5 SHALL DE A, IRON WITH A MINIMUM FIVE AND --FOLK- 1 IS --I EN_AND H.OIX EN0001i To !%1QD NEW STORM PIPE FROM M V.V_K TO FINISHED GRADE M BOXES SHALL ENCLOSE THE ORATING NUT AND STUFFING (CENTER ONE LENGTH DO% OF M VALK. VALW DOES SINLL NOT IRAN5FER LOADS INTO M VALK. -5 SHALL DE U.OSE FITTING UNDER WATERLINE AND DIRT -TIGHT WITH M Td OF M LOUR FLUSH WITH THE TOP d M DOX RIM GOVRS HALL DC MARXEO VXY. WI1TH M W_CATWG ARROW M ENRCITION d OPEIMNG. vALW eoXEs NHALL x THREE PIEPE 5LIr _Tm. THE fX13z--7 OR SHALL 7 AN bIGSAFE' AT 1-888-144-J233 PRIOR TO ANY EXOAVATON. FIRE CONNECTINN oouUlL � � EFA �MESfJH FIFwc w TO SPRINKLER FUE�AT11nO1 �J/ sSYSTEM`rPAE e 0. n O.I. wAmt MRUKE WATER / SPRINKLER CONNECTION NT5 NOTE: CURB STOPS AND/OR GATE VALVES SHALL NOT BE PLACED W PAWMENT CURB OR SIDE — THAJIT GCx IH RUST 0.0O RUST HYDRANT DETAIL NT5 SOL TYPE - CLAY/SILT SIZE 1500 PSI 3506 PA rn CONCRETE CONCRETE Tk&zz 3 .5• 4 all ,J1 - tND AREA >p' 9 nE MST END AREA / v OR UNBEARING J F D CARS - SOIL UO3ED AGAINST INAIS;NRBFD 50 Pi BEARING AREA SOI- BASED ON 100 PSI WEANING —IH[ ewo xx 1Nu PRESSURE PINS ION PSI SURGE TYPI T R D A RNDS CPC TYPICAL RMDS ALLOWANCE AND BEARING 1-- CAPACITY O IOOO LBS/SQ FT N01E: PLACE 4 mll POLYETHYLENE BETWEEN PITTING AND THRUST BLOB 7- ri ewlV en rw.v win . �.nrt FRI,c V THRUST 5LOCK END AREA T NI NOTE, WATE2 LINE SEPARATION wATQ -ASTXi�o'iZpITnR.W MY I5w i6 p: WMACT1e N A i0 WWTAw B' SfrARAtIdE WATTM I A R I M ACED iTHIl xRP�R.II W a TEwM[ THE E�1 FOR eT iuM/rt5 RILW Tu DAxI1LLw6LINE 1�M ll/s.TK 51HWNES�z �HiowPp. NOTE, WATER LINE sfGwRl.0pe55�IIN6S �p4� 1M�T¢ wws pETWEp1IO15p NLE O YrE rt51[EI THE YI xWTRULEYAEN r WurtAm riEATISNtRr _D ASq; oWlE ATUTM Luc WITH »E xWaR .nwrs is PM MO SEVER P! uhT _.M1 THE CROHAN6 OR A TOTAL W NrAA1 W�HIGAEVP�t roN CODTRVC-ATO STANDARDS MIST OE PREYAR A� I IF* ro .;N G T E T— TO DA KIK nG To PREVENT DAIMne To M w STR MAIN Nr oANmE TO Tle xW'M"`rR suM`INx�aRT CENTER ONE LENGTH O PIPE OVEN SEWER i NEW WATERLINE NEW SEWER PIPE (ONE LENOTH ON WWATERLINE)ONiERED NEW WATERLINE ONE IENOM OF PIPE UNER SEWER SEWER/WATER SEPARATION DETAIL FOR GK0551 NG5 NT5 GATE DETAIL Nil A. GATE DETAIL (SECT i ON) Nis I Iu Iu Iu Iu sMlsw sTA.II. TN w a"fAn DUMP5TER FENCING (5ECTION VIEW) NT5 PP / ev colic ru 1: cool d - � K e .LTRAGTEi eRAM.- zN r.t OIML elALws tWr.T�lroSn a AEODI ' ! � Yn :eu TAR NIF WATeS OOLi rRNE w mALv HAILS ,. L - F.r. WON WO[Ab F/ DUMP5TEK FENCING (PLAN VIEW) NT5 8' - GROUND ; O 9N,EyoTLK IN ROD - DO NOT INSTALLIN PAWMLNT SACWLL WITH \ EXCAVATED MATERIAL MUFILER H-TO3S0 CURB BOX OR APPROWD EQUAL INSTALL. A MUFIIAA H-15008 CORPORATION1 CORPORATION STOP NEC' L GOOSE NECK LOOP I OREQUAL I I MUEl1FR I� 825" CURB 5Td OR -PROVED EOUAL �.e RECE E RT AAF^ FE3' 2 5 2003 MY Of So. Eudi 5177 A DOLL -ARE) DETAIL AA+`, FFF,EEIEVV` TIPE E' COWER S"'ACE nIA 11378 2 1 X /' ' % 12- S01J0 4-GONlRETE BLOC" NT5 T WATER SERVICE DETAIL NT5 5TEK/RECYCLING PAD DETAIL WATER / STORM CRO551NG5 POURED N PLACE ]500 PSI CONCRETE OR A PRECAST CONLAETE Re BETWEEN HEIGHT SHALL BE BI INCHES. %ME.BMAXIMUM (BRICK SHALL NOT BE USED). FRAME & GRATE LEBARON NON -SHRINK LIt 121 A I EQUAL)) IF OW LK12SLWE GROUT OR NEW CURB SHALL REST ON TOP EX EXCEEDS 5X BIT. O NG. OF BASIN COVER - ADJUST HEIGHT OF CURB AS REOURED FINIS/ GR B• GROUT FRAME TO CONCRETE THE FRAME OPENING SHALL MATCH THE CATCH BASIN TOP NTH NO OVEi1HANG. ALL STRUCTURES SHAU BE DESIGNED By A 1 SS OCU­STAND ENGINEER TO STAND AN 2`•�.r•. H2O LOADING REQUIREMENT 11j ALL BACK.- FABLE MECHANI PLUG ALL PIPE OPENING SHALL HAVE A WATERTIGHT / :. FLEXIBLE PIPE SLEEVE OR GASKET, TIORWCHLY COMPACTED 2. IN 6" UFTS,) ` / PIPE 4000 PS.1. CONCRETE TYPICAL ON ALL OUTLET PIPES 24' 12' 1 6• z: zSC3 UNDISTURBED Shc LEDGE PAYMENT L1Mj( USND STONE BEDDMC�'~LIMITS OF CAVATdI PREGA5T CATCH 6A51 N NTS CATCH BASINS SHALL BE SIZED SUCH THAT: 1. AT ANY ELEVATION, A MINIMUM OF 60E OF THE CIRCUMFERENCE SHALL BE CONCRETE. 2, THE MINMUM DISTANCE, AS MEASURED ALONG THE CIRCUMFERENCE, BETWEEN TWO OPENINGS SHALL BE 6', 3. THE BASINS SHALL ALSO MEET THE FOLLOWING MINIMUM REQUIREMENTS: SIDEWALL CONCRETEIA THICKNESS COVERED ICINESS4 SCATCHL�GEIT g' 06'28 7 IB FINISH GRADE BACKFILL NTH APPROVED EXCAVATED MATERIAL THOROUGHLV COMPACTED IN 6' LIFTS THE SIDES OF TRENCHES 4 FT. OR MORE IN DEPTH ENTERED BY PERSONNEL - SHALL BE SHEETED OR SLOPED TO THE ANGLE OF REPOSE FIMNI (MADE g Flu WTH *PRoWD uNNsnIRINFD SOL EXCAVAhO MARRIAL TIIOROU 1 COMP.- o� W 6'um � TIE SEES OF TRENCHES i.. 4 FT. OR MOB, W DEPTH N ` FOR BTCRM UNEA F CC?R K LESS R* ] I/Y ENTERED BY 11Ps..L SMALL N SHEETED OR ^ '^ R.AEE Y IHK'K IXNIATED BOARD FFNOI K SUI7'ABt£ FWt BUN"L EVEP FPE AWED To ME ANGLE OF REPOSE _ _ _ _ _ -- _ _ _ N NO CASE STALL RC PIPE AN21 Y, HAVf LESB 'Ilia, w nD.a mEa *PROVED ROCK FREE 12. (ID' IS WiSDE ACKFILL THgIPKIM.Y BACKFILL, CgPACTED N B' NAMETEP OF PPE) IYte (NO STONES LARGER THAN I t/Y DIAMETER) e ENTRELT FREE . WIAIERAU� UNOISITNMD SELL TNTK ALL WRK IS FIMSIED AND READY FOR SACKFIWNG SJ4' STONE BEERND TYPICAL SANITARY TRENCH N­ — SANITARY INES, IF `EVER IS LESS THAN 6 1/2'. PLACE 2' THICK INSULATION BOARD .1. IS SATIABLE FOR BNXAL OVER PIPE. W NO CASE SHALL THE COVER BE LESS THAN 3 1/2' SERVICE BDR 36 PVC USE 4• DU PVC PIPE To MAR( LOCATION AM DEPTH OF SERWCE CoMNECTION EXTEND FROM PLUG TO 2' mow FINAL GRADE TFAwwAX PLUG SEWER UNtE. MAW SOR 36 PVC NOTEI SWEEP FITRKG EGA M PVC wvE UNDISTURBED SOIL SEE YMER 1RENM OETML FOR SETTER MAIN AND SERWCE BEDMG DETAILS 5ANITARY SEWER 5ERV I CE CONNECTION NT `> APPROVED ROCK FREE ���'OD�o�U PERFORATED PE PIPE BACKFILL THOROUGHLY 0/2412' I`)✓.1 SEE PLAN FOR DIAMETER COMPACTED IN g M(rND STONES " O WIGET THAN t 1/Y DIAMETER) O THE CONTRACTOR SHALL WRAP THE PERFORATED PIPE AND STONE V3/ TO 1-I/2" CRUSHED t)o U �f, IN MIRADRAINAGE I BOOR EQUAL 51'IMIE BEDDING /2 4 6" - NDISTURBED SOIL UNDISTURBED SOIL-� D + ...I AS STORM SEWER TRENCH ON NT5 NN FINISH GRADE BACKFILL WITH APPROVED 3 ff EXCAVATED MATERIAL O THOROUGHLY COMPACTED IN 6" LIFTS 8 EXI: THE SIDES OF TRENCHES i CHAT 4 FT. OR MORE IN DEPTH ENTERED BY PERSONNEL UNDISTURBED SOIL SHALL BE SHEETED OR SLOPED TO THE ANGLE REPO INSULATION WHEN REQUIRED OF REPOSE APPROVED ROCK FREE BACKFILL THOROUGHLY g _ FORCEMAIN ('D' IS OUTSIDE _- COMPACTED IN 6' LIFTS DIAMETER OF PIPE) (NO STONES LARGER D THE CONTRACTOR SHALL THAN 1-1/2" DIA), AT ALL TIMES KEEP BACKFILL J/ TRENCHES ENTIRELY FREE CRUSHED STONNEE UNDER 6 W WATER UNTIL ALL WORK DRIVES AND ROADS. _ _ _..__ FOR BACKFIWNG UNDISTURBED SOIL OR LEDGE D+2 FEET NOTE AO (FOR SEWER AND FORCEMAIN TRENCHES): IF COVER IS LESS THAN 5-6'. PLACE 2' WIDE BY 4' THICK INSULATION BOARD, SUITABLE FOR BURAL ON A 6• BED OF SAND OVER PIPE. IN NO CASE SHALL DEPTH OF COVER BE LESS THAN 3'. AT DRIVEWAY AND ROAD CROSSINGS. DEPTH OF COVER SHALL NOT BE LESS THAN 4'. TYPICAL FORCEMAIN TRENCH N" CLEANOUT FRAME & COVER T LBBARON R-808 OR EQUAL \ T SHORT LENGTH OF PIPE CLEANOUT DETAIL NT5 MANHOLE WALL I :JI II I NEW 4' PVC FM CONTRACTOR SHALL CORE & 9007 A CONNECTOI FOR THE NEW 4" PVC FM, REMOVE THE EXISTING INVERT TABLE, AND CONSTRUCT A NEW BRCK LIMED INVERT FOR THE FM DISCHARGE THE WVERT SHALL BE 8' IN WIDTH (MATCH EXISTING) AND A MINIMUM OF 5" IN DEPTH. FM CONNECTION NT5 t DIRECTION SILT FENCE ACROSS DITCHLINE OF FLOW SHALL BE INSTALLED IMMEDIATELY ^X^ UPGRANENT OF STONE FILTER p (SEE SEPARATE DETAIL) pLENGTH OF DITCH WITH �p O STONE EQUALS WIDTH O QQ p STONE. MEASURED OF ^%• AT TOP OF STONE. FINISH GRADE OF GRASS-UNED (SHOWN) OR STONE-UNED DITCH SEE SE ABATE DITCH DETAIL CLEAN 4" TO 8' .AMEIER STONE (ANGULAR OR ROUND) CROSS SECTION VIEW NOTES: 1. STONE FILTERS SHALL BE INSTALLED AT THE LOCATION(S) SHOWN ON THE SITE PLAN. 2, DITCH SHALL BE SEEDED & MULCHED (IF GRASS-LINED) PRIOR TO INSTALLATION OF THE STONE FILTER. 3. THE CONTRACTOR IS RESPONSIBLE FOR PREVENTING CLOGGING/SILTATION OF THE STONE FILTER DURING AND IMMEDIATELY AFTER CONSTRUCTION, UNTIL THE PROJECT'S PERMANENT EROSION CONTROLS ARE IN PUCE (VEGETATION ESTABLISHED, ETC.) AND THE PROJECT HAS BEEN ACCEPTED BY THE OWNER. IF NECESSARY, STONE SHALL BE CLEANED OR REPLACED, STONE FILTER IN DITCH NTH 24' N 6' RECTANGULAR 4' DIA. REINF. GONG. OPENINGS (2) WITH 14 REBAR MANHOLE WITH FLAT CAST IN PLACE • 3 O.C. SOLD MWI CONC. I ACROSS OPENING INSTALL 3" OPENING --12• PE DISCHARGE PIPE \I I "I \ II 2500 PSI CONCRETE I I 45'8END POND OUTLET 5TRUCTURE NT$ NO 50 MIN. ADELEXIS7HRIVE IA DRIVE D EXISTING GROUND--� 1-T/2" TO Y OR SUBGRADE PROFILEDIA STONE (8- THICK) �. EXISTING ADELPH[A DRIVE �RAX: E DE ,t i I I III III III I _ iANIK w Equl: I I I I � 111 I rtt'� I T III _ �STIUATMYAHpN12E.WW6 � nIOTOP VIEW SECTION MOD1T� W1M1 WETLAND AND BUFFER ZONE. SILT FENCE DETAIL DRAIN OW lo, END SECTION ) ��� 0TYPE I STONE AS NOTED •_.__ L1�1���OR APPROVED EOLUa PROP= CULVERT OUTFALL DETAIL N?5 LEI E C E I�/ E D RECEIVED V L� GENERAL 5ANITARY SEWER 5PEG5. 1 SEE OTHER SFIEETS FOR ADDITIONAL ItFOWATIOM 21 CONTRAGTOR SMALL CONTACT ALL UTILITIES DEFORE EXCAVATION TO FEBq"`j 2 2003 Y UNCIEK&KOUND EIITTTHER��M,(IL�,If LATE VAIIL D �AFDE� _ V J ff SOURCE N01' OE OR GOMPLETE. THE GONTRAGTOR SHALL DE RESPONSIDLE FOR ANY DAMAGE TO ANY UTILITY. FUDLIG OR PRIVATE, SHOWN OR HOT SHOWN HEREON City So. Burlington 31 THE HORIZONTAL AND VERTIGAI. SEPARATION FOR SEWER AND WATER ACCORDANCE TST�ARDS of eITH EDITION OF THE YEN STATTEI STAKOAR05 - RN FOR WATER". 4) PRIOR TO CONSTRUCTION, ALL MATERIAL5 SHALL M APPROVED DY THIS ENGNFFR. 5) STORM SEWER PIE UP TO 5 IN DIAMETER SHALL DE PVC. SOR 35 BERM AS NECESSARY CONFORMING TO A5TM 0-3034. ASTM 0-3212 AND ASTM F•477. STORM SENOR FIFE W AND GREATER IN DIAMETER SHALL OG I•VG 5OR 35 PROVIDE 4' TOPSOIL TD MAJNTAM IY DWTN CONFORMING TO ASTM D-3034, ASTM D-JOV. AND ASTM F--1. AHp GRASS GOVER Ma am rL/FT. MN. (CONSERVAToN MIX) ROPE IN DITM 6) ALL SANITARY SEWER PIPE SHALL DE FVG SOR 35 COFORMING TO 1 ' AS 0-3034, A5TM D-3212. AND A5TM F-417. DEPTH —ES PROMS MIN. / OF IB" 11 A.L. TRENCH FILL SHALL DE PLACED IN 6" LIFTS AND THKMOUGFlY COMPACTED TO 952 OF MAXIMUM DENSITY 01 OPTIMUM MOISTURE AS ORI---"'-'-" '-- ---- — -_----- GRO�UND � ,.. _.3, t t �- DETERMINED DY ASTM D956 STANDARD PROCTOR. 6) ALL NEW GRAVITY SANITARY SEWER MAINS SHALL DE LEAK TESTED DY A LOW PRESSURE AIR TEST AND DEFLECTION TESTED. THE LOW —I-SWAIE -- PRESSURE AIR TEST WILL DE USED TO SIMULATE INFILTRATION OR INVERT -AWE TO DR- VA. NUN' E%FILTRATION INFO OR CX/T OF ALL GRAVITY SANITARY SEWERS. ALL E gWAU NTH EROg10N g1111ROL MATTPNG O 0.009 TESTING, WILL DE CONDUCTED UNDER THIS 9-MKV15ION Of TIE AND M. OF 0.04 R T `BoN TERRA 52 OR *PROVED EQUAL) W ROPES E%CEENNG 2X ENGINEER. AIR TESTING SHALL LL PERFORMED IN AGG 655LIK E WITH ASTM 0. MINIMUM ALLOWED TIME FOR A PRESSURE CROP 35 r5I PROM ].5 PSI TO 1.5 P51 SMALL DE LZ MINUTES PER 100 PEST OF 2.5 L2 GRA55 DRAINAGE SOURCE AT ON LEA T 30 DAYS, TIE DEFLECTINAL TES MAY De PPER'FORRMED. PIPE NT5 SHALL EXCEED A DEFLECTION OF FIVE PERCENT MU IF THE DEFLECTION TEST 15 RUN U51W A RIGID DALL OR MANDREL IT SHALL HAVE A DIAMETER EOUAL TO 95X OF THE INSIDE DIAMETER OF THIS PIPE THE TEST SHAH ENE PERFORMED WITHOUT NEGHUNICAL PUL.1% CEVIGES. N ALL SANITARY SEWER MANNOLE5 SHALL. DE TESTED PRIOR TO CONSTRUCTION OF THE INVERT DY THE VACAM TE5T METHOD DE5GRICED IN THE TECHNICAL IMCFIGATICNS. THE MINIM* ALLOWED TIME FOR A VACUUM DROP FROM 10" OF MERURY TO 9- OF MERCURY SHALL M 2 MINUTES. AI ANY SURFACES, LINESSTRUCTURES WHI . OR STRUCTES CH HAVE SEEN DAMAGED DY 50 MIN. r� THE CONTRACTOR'S OPERATIONS SHALL DE RESTORED TO A COZJITION AT L. EQUAL TO THAT IN WHICH THEY WERE FOUND IMMEDIATELY NOTES: THE ONTRACTOR SHALL NOTIFY "DIGSAFE" PLAN AT PRIOR TO THE D11U5i NINE OF GONTRVGTICN C 1-888-DIG-SAFE PRIOR TO ANY EXCAVATION. 14 THE GONTicAGTOK SHALL COORDINATE THE L ATION AND INSTALLATION 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT CP THE INDIVIDUAL. LOT SEWER LINE SERVICES WITH THE OWNER AT TRACKING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY, THIS MAY REQUIRE THE TIME OF CONSTRUCTION PERIODIC TOP DRESSING NTH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT TRACKED, SPILLED, OR WASHED ONTO PUBLIC RIGHTS -OF -WAY SHALL BE REMOVED IMMEDIATELY BY CONTRACTOR, 2. THE USE OF CALCIUM CHLORIDE OR WATER MAY BE NECSSARY TO CONTROL AEEIIII/f AIAIE 3DUSTER FROWDEGAPPROPRTHE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF-WAY, 5TA61LIZED GON5TRUGTION ENTRANCE NT5 iA �QiMi1w``��� DISCHARGE VALVE PIT PIPE ID INSIDE DIAMETER 3 4 4 5 PIPE ID DIMENSION A 6 6 11,062 4 3. 62 VALVE PIT SLOPE FINISH GRADE AWAY FROM VALVE PIT MORTAR WM NON -SHRINK PUT 48" I. MFIMELL AND VALVE PIT SHALL BE ME -ENO RED 40DO PSI REINFORCED CONCRETE STRUCTURES DESIGNED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF VERMONT AND CONSTRUCTED TO WITHSTAND H-20 WHEEL LOADINGS. 2. EXTERNALLY COAT ALL CONCRETE STRUCTURES UM TWO COATS OF BITUWNW5 WATERPROOFING AND TEST FOR WATERTCHMESS. 3. ALL FORCE MAN PIPING INSIDE OF THE STRUCTURES AND THROUGH ME WALLS SHALL BE GALVANIZED STEEL EXTRA STRONG WIEGHT. 4. ALL BACNFILL MATERIAL AROUND ME STRUCTURES SHALL BE THOROUGHLY CCMPMTED TO NOT LEM THAN 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ME MSHTO-T-99 STANDARD PROCTOR. LCM FRAME : COVER OR EQUAL ELEV - 329.5' -2 TO 5 CURSES OF RED HAIR ERED BRICK MORTARED U ME U E ONLY 2' THREADED CALV PIPE 12" LONG WITH CAP FOR EMERGENCY PROVIDE CONCRETE CONNECTOR THRUST BLTHE F AT AL THE FORCE ' MARSTONOUPLING 7"E11S 3' CHECK ANE �\ L-VALVE VALVE f2' MIN To'.r 1o' ELEV - 325.5' FLOOR 4CRUSHED STONE , L ESIUE �7'MIN. 5' MINIMUM IER METER T tlNW t MUY ..__ ECT SWITCH ALARM LIGHT� PUMP STATION (Z).w /CPOS"M° RE4A 4 CONTROL PANEL POWER METER YAM LUCK AND KEYS ALLOW CLEARANCE- &LU OR AN FOR PANEL DOOR MA DUPLEX EQUAL E% ACCESS MD '/ POWER DISCONNECT SWITCH AND FRAME ASSEMBLY CAST -IN -PLACE PROVIDE PADLOCKS \\ 4' CALV VENT PIPE MOUNT ALL PANELS ON WITH SAME KEYSET FOR ACCESS \ PIPE YAM PRESSURE -TREATED (.40 CCA) \ SCREENED CAP W. CONTROL PANEL AND \ 2 x 6 WOOD PLANKS POWER DISCONNECT SWITCH �x 24' CONDUIT SEAL 3' MINIMUM ENCASE POSTS N T 12' MINIMUM 3D• OR 4 CONCRETE 1 BY PUMP MANUfACNPER ( ELEN - 329.5' _UFTNG CHAIN --SS STEEL VERTU WTH 3/4- STAIN ANCHORED IN TO 3' ON CENTER 5' MINIMUM ALL JOINTS SHALL BE SEALED WITH BUTYL ROPE OR A RUBBER O-RING 3' SCH 40 PIPE I LII (TYPICAL FOR BOTH STRUCTURES) SEAL ALL PIPE OPENINGS LEM /4 MAN 6" WM NU-SHRNK "VBRAd(Ei SECURELY MOUNT JD" TO WETWIU USE _ _ SECURELY ro wETWELL RUBBER GROAMEIS TO -- PROTECT FLOAT CORDS I1y4� 2• $CH PVC CONDUIT ELEV - 6'PVC 6- 322.25' PVC SCHD 4D ELEV M.75'To POWER SUPPLY - INFLUENT PIPE 1 G 806ONS G_ _ET FOR ALL PIPE CE REMBLE DIAMETER OR GREATER 6... -- ' 21d PU s _ ELEV U 10 PUl '•1 �a d. GROUT I�^(/ M .5. m VERTICAL PPIIPEVISUPPMn WINS 33//4L• STANLEM L CHECK VALVE MREADED ROD ANCHORED INTO WETWEL. ELEV - 318.35 EVERY 3' ON CENTER PUMPS OFF _ �----- SUBMERSIBLE UNDISTURBED EARTH PUMPS _ SOLVENT WELD ALL SCHD 40 JOINTS - 2500 PSI CONCRETE MONOLITHIC BASE MINIMUM OF 2' HIGH L 1 ' d a 1 L L 8 F1EV - 316.35 TYP O& eH 12' LPN. OF 3/4• CRUSHED STONE L DO NOT USE LIMESTONE UNDISTURBED EARTH RECEIVED FEB 2 5 2OL3 City of So. Burlington '- 64)) N � THE CONTRACTOR SHALL NOTIFY "DIG6AFE' AT 1-086-DIG-SAFE PRIOR TO ANY EXCAVATION. It's 0 \ PUMP STATION DATA A. DAILY FLOW - 3.200 GPO B. AVERAGE DAILY ROW (ADF) 3.200 MD . 2.22 GPM 24 HR AY x BO NM R MINIMUM PUMPING RATE - 5 TIMES THE AOF (11A GPM) OR THE MINMUM PUMPING RATE FOR A 3• FM (SO GPM) C HEAD LOSSES 3' DELVERY PPE 968 LF x (2.4rlr - 24 FT STATIC UFT ( 33, - 316 15 FT VALVES R FITTINGS 5 FT TOTAL HEAD LOSS 44 FT D. PUMP REQUIREMENTS - 2 PUMPS. EACH CAPABLE OF PUMPING A MINIMUM OF SO GM AT 44 FT TOTAL HEAD SINGLE PHASE, 3• DISCHARGE. CAPABLE OF PASSING MINIMUM 2 1/2' SOUDS. PUMPS SHALL BE ENPO/CORNED_ METERS. HYDROAATIC OR AN APPROVED E.- E. CONRIOLS RENA 4 DUPLEX CONTROL PANEL WITH INNER DOOR; FOUR FLOAT SYSTEM COCRO. LOGIC; AUTOMATC PUMP ALTERNATOR; 115 VAC CONTROL CIRCUIT; INDIVIDUAL PUMP RUN AND SEAL LEAK INDICATOR LIGHTS MOUNTED ON INNER DOOR: INDIVIDUAL H-O-A SWITCHES MOUNTED ON INNER DOM: 115 VAC ALARM UHT AND HORN MOUNTED ON TOP OF PANEL PHASE MONITOR IF THREE PHASE PUMPS ARE USED: 115 VAC DUPLEX CONVENE NCE OUTLET; 0-5 SEC AD.AISTIBLE TIME DELAY FOR EACH PUMP; PANEL HEATER WITH THERMOSTAT; INDIVIDUAL CIRCUIT BREAKERS FOR EACH PUMP, CONTROL CIRCUIT, DUPLEX OUTLET, TRANSFORMER IF REQUIRED. HEATER, AND ONE SPARE INDIVIDUAL EUSPED TIME METERS MOUNTED ON INNER DOOR. ALL ELECTRIC WIRING SHALL MEET ME REQUIREMENTS OF THE NATIONAL ELECTRIC CODE. F. FLOATS: MERCURY SWITCH TO BE COMPLETELY SEALED, MADE OF COMOSVE RESISTANT SOLUTION AND INTRINSICALLY SAFE. ELECTRICAL CABLE TO BE FLEXIBLE TWO CONDUCTOR WITH NEOPRENE JACKET. G. CALCULATE CYCLE TINE 5 MINUTE RUN TIME VOL. - 5 MIN. X 50 GPM - 250 GPM 250 GAL VOL. - 250 GAL / 376 GAL./FT - 0.66 FT RUN PINE - 50 CM 250 GA - (2.22 ADF)MM -5.2 MIN FILL THE - 2.22 � -113 MIN CYCLE TIME - 5.2 1tlM 4 113 MIN. - 119.2 MN. H. EMERGENCY STORAGE PROVIDE FOUR (4) HOUR STORAGE BASED ON A 16 HR DELIVERY RATE TOTAL DAILY FLOW ( 3,200 GPD) x a HR/DAY - eGALLONS REWIRED 16 HIN/DAY U L SUBMITTALS REQUIRED: PUMPS, ACCESS UD. WETWELL, VALVE PIT, FLOATS AND FLOAT HANGER BRACKET, CEM VALVES, GATE VALVES, SOLID SLEEVE CUPIINGS, AND OPERATION AND MAINTENANCE MANUALS. TESTING DATA A. FORCE MAN PRESSURE TEST: ALL FORCE MANS SHALL BE PRESSURE TESTED TO HOT LESS MAN 5U PSI AT ME HIGHEST PONT OF THE TEST SECTION. THE TEST SHALL BE OF A TWO HOUR DURATION AND THE TEST PRESSURE SHALL NOT VARY BY MORE MAN +/- 5 PSI. A LEAKAGE TEST SHALL BE PERFORMED CONCURRFINRY WITH THE PRESSURE TEST THE ALLOWABLE LEAKAGE SHALL BE DETERMINED BY ME FOLLOWING FORMULA; - W L - i400 WHERE L - ME ALLOWABLE LEAKAGE IN GALLONS PER HOUR. N IS THE NUMBER OF JONTS, D IS THE NOMINAL DIAMETER OF THE PIPE IN INCHES, AND P IS ME AVERAGE TEST PRESSURE IN PS. B. VALVE PIT AND PUMP ME STRUCTURES SHALL BE TESTED IN ME PRESENCE OF STATION TEST: ME ENGINEER FOR EXFLTRATIM BY FILING ME STRUCTURES TO 1' BELOW ME ACCESS W. A STABILIZATION PERIOD OF 1 HR SHALL BE PROVIDED TO ALLOW FOR ABSORPTION, AT ME END OF ME STADNZATON PERIOD THE STRUCTURES SHALL BE REFILLED IF NECESSARY AND THE LEST PERIOD OF 46 HOURS SHALL BEGUN, AT ME END OF ME LEST PERIOD, ME VOLUME OF WATER CHANGE SHALL BE MEASURED. THERE SHALL BE NO VISIBLE OR MEASURABLE EXFTLTRATION OR INFILTRATION OR THE TEST FAILS. IF THE TEST FAILS, ME CONTRACTOR SHALL REPAIR OR WATERPROOF AND RETEST C: PUMP STATION: AN AUTHORIZED REPRESENTATIVE OF ME PUMP MANUFACTURER OR AN ELECTRICIAN FAMNAR WITH THE OPERATION AND SETTING OF THE PUMP STATION SHALL fE PRESENT DURING STARTUP, AMPERAGE READINGS ON EACH MOTOR LE A° SHALL BE MEASURED AND RECORDED. ME CONTRACTOR SHALL PROVIDE A WATER SOURCE TO PERFORM A FULL OPERATIONAL CHECK OF ME STATICN INCLUDING ALL FLOAT FUNCTIONS, ALARM TESTING, INDICATOR UGHTS, H-O-A SWITCHES. PUMP ALTERNATM,AND PHASE MONITOR IF MREE-PHASE PUMPS ARE USED. ME CONTROL SYSTEM SHALL BE CYCLED THROUGH MORE THAN ONCE TO INSURE PROPER SEQUENCING AND OPERATOR OF ME PUMPS EACH PUMP SHALL BE FIELD TESTED TO INSURE THE PUMPING CAPACITY MEETS ME PROJECT REQUIREMENTS. 1" I GENERAL ER05 I ON CONTROL 5PEG I F I GAT I ON5 I ,` TFE MAM5E OP THE EK05ION i SEDIMENT CONTROL PLAN 15 COMPLY WITH STATE I. SEE Or1ER DRAWINGS OF THESE PLANS FOR ADDITIONAL srORMWATER ANV EROSION CONTROL SPECIFICATIONS AND DETAILS. , INSTALL 5rADIL1ZED THE CONTRACPRIOR TO ANY E%OAVAPON, TOR SHALL NO h FEDERAL REGULATIONS DEALING WITH THE CONTROL OF NONPOINT SOURCE INP51 EXTEND FROM EXISTING CONSTRUCTION ENTRANCE 1-898-DIG-SAFE POLLUTION THE PLAN CONTAINS A SERIES QR REST MANAGEMENT PRACTICES �I. EDGE OF PAVEMENT 0QF51 DESIGNED TO MINIMIZE POLLUTION RESULTING, FROM STOKMWATEK RUNOFF 2. THE ROADWAY AND YARD FINISH GRADE SLOPES SHALL NOT DE STEEPER THAN 3 ON I THE FW(5HE0 GRADE SLOPES SHALL DE IMMEDIATELY j- I AND OFF -SITE SEDIMENT OFPC61TION DURING LAND D15TUKDANCE ACTIVITIES. GRADED AND M C ED 1 THE RAN CONSISTS OF THREE COMPONENTS, PREVEMION TREATMQIT, AID 3. ALL DISTURBED AREAS SHALL BE 5TABIL12EP WITH SEEDING AND MA_GHING PRIOR TO OC.TODER I OF EACH YEAR. ANY 015TI, MD AREAS CONTROL. PRETENSION MEASURES AVOID WATER T PROBLEMS MY AVO ACTIVITIES THAT CAUSE UPS fOLLVTION PREVENTATIVETATIVEMEASURES INCL.IIDE IDING OUT51PE OF THE ROADWAY SHALL DE IAMEDIATELY 5MPW AND AILLUWITHIN D DAYS NPDD . IEXISiRIG J2" MINIMIZING DISTURBED AREAS AND 5E�ING C40N TKUCTION TREATMENT CMM^ Ulf VERT �{ MEASURES INVOLVE THE USE OF PHYSICAL METHOD TO REDUCE THE RESIDUAL 4. THE EROSION CONTROL METHODS u5ED DURING CONSTRUCTION OF THE DEVELOPMENT SHALL PROCEED IN THE FOLLOWING 5EOVENCE: � _ _ �_ � SOUTH BURLINGTON LEVELS OF WO POLLUTANTS. TREATMENT SYSTEMS INIU-IRE THE l/5E OF \ '\ I R DIVERSIONS, TEMPORARY SEDIMENTATION DASINS AND PERMANENT DETENTION BASINS. A) THE CONTRACTOR SHALL INSTALL AND MAINTAIN HAY DALE DAMS SILT FENCES, AND OTHER EROSION CONTROL LEASURES. IF REpVfREP. \ T CONTROL MEASURES INCLUDE ROUTINE INSPECTIONS AND MAINTFlIANIGE OF THE AS ORDERED MY TIE EN6IALMR. THE EROSION CONTROL AEA51RE5 5HALL DE MAINTAINED AND REPAIRED AFTER EVERY RAINFALL .1. THE N-IV _ I WIL TEMPORARY AND PERMANENT OF THE TREATMENT MEASURES. —5Ci - RpAo IMPROVEMENTS ARE PAVED MEJ ALL DEDIME T AREAS HAVE BEEN GRASSED. THE REPAIR S, THE' EROSION CONTROL MEASURES WILL INCLIIPE \ \ REMOVING ANY SEDIMENTATION 1!E SEDIMENT MAY DE PLACED AS PILL IN THE LOW AREAS. IF APPROVED MY TFE ENGINEER. ER05ION/5EDIMENT CONTROL 5EQUENGE VI B) THE T(X501L SHALL DE REMOVED FROM THE AREAS TO DE 6RApED AND 570GKPILED STAKED MY DALES OR R SILT FENCE SHALL DE PLACED 6ONTiNI"5LY AROUND THE BOTTOM O° THE PILE. AA III I PRIOR TO 5TRIPPING THE TOPSOIL ON THE SITE THE CONTRACTOR SHALL: -INSTALL THE STADRUIZED GONSTRVGTION ENTKANGE: GI IN AREAS NEAR THE NEW CONSTRUCTION, THE CONTRACTOR SHALL ENCLOSE TIE TRUNKS OF TREES TO DE SAVED WITH WOODEN SNOW I ) 1-64 -INSTALL SNOW FENCE AS SHOWN ON THE PLAN: FENCING ALON' THE DKIPLME TO PROTECT THEM FROM IMA.RY , -INSTALL TIE SILT FENCE AS SHOMM ON THE PLAN: -GEM TRVCT THE PERMMENT DIVERSION DITCH TO INTERCEPT {/ STOKMNATER FROM THE ADJACENT SITE, DI THE SITE GRADING WILL THEN SE DOE. AND THE PIPELIIE5 WILL DE INSTALLED IMMEDIATELY FOLLOWING GRADING THE CONTRACTOR 0t15EA WILL INSTALL AND MAINTAIN HAY DALE INLET PROTECTION AROUND THE CATCH DA5IN5 UNTIL THE ROADWAY HAS DEEN PAVED AND GRASS HAS COAMRNIGATIOND INC. 0' THE CONTRACTOR SWILL NOT STRIP THE TOPSOIL FROM ANY AREA UILE'i5 CONSTRUCTION WILL OCCUR WITHIN THE NEXT 45 DAYS. IMMEDIATELY AFTER SEEN E5TADL15HED ON THE SLOPES. L-1Cl STRIPPING AND STOCKPILING THE TOPSOIL THE TOPSOIL STOCKPILE SHALL BE SI.RRPILZ 5 WITH A SILT FENCE OR A CONTINUOUS ROW OF HAY DALES AND El THE GONTRAGTOR WILL TOPSOIL, SEED, AND MUCH THE DISTURBED AREAS AS SOON AS POSSIBLE FOLLOWINi COMPLETION OF LOCATION PLAN THE PILQ SHALL DE SEEDED AND M/LCHPD. ADJACENT I I .- '- -. CONSTRUCTION I I \ \ NTS ALL NON-IPEKVIOUS SURFACQS SHALL DE TOPSOILED, SEEDED AND MULC*ED I \ III` WITHIN 14 DAYS OF ESTABLISHING FINISH GRADE. - FI OPEN CUT AREAS SHALL DE MULCHED M AS OF AGTVAL WORK AREAS. AND HAY DALES S NLL BE EMPLOYED TO CO F'IAE SHEET �p BETWEEN STEMPORAR DE AND AND MLR DTH ALL DISTI.ION AREAS WASH AND RUNOFF TO THE IMMEDIATE OPEN MCA AS ORDERED MY THE ENGINEER. SHALL DE TEMPORARY SEEDED AND MJL(lFD IN PREPARATION FOR WINTER I 400— FOR 51TFWOKK THAT OCCURS DETWEEN OCTOBEK 15TH AND APRIL MY, ALL AREAS S. ROADS ICE 5WALES - ER051ON CONTROL. MATTING SHALL BE INSTALLED WHERE THE GRADIENT EXCEEDS X AND 5TON' FILTER DAM5 SHALL THAT ARE EXPOSED `HULL DE MULCAIm WITHIN 7 DAYS. ✓I: TR CT 16O �� 200: 350'___-- THE OWNER, OR HI5 MM95MTATIVF SHALL INSPECT THE 517E AFTER EVERY RAIN DE PLACED AT A SPACING Nor TO EXCEED � EVENT GREATER THAN 0.50' OR AT LEAST ONCE PER MONTH, AND IMMEDIATELY P. L N> _ .-r 7 SUiI Vl U1 AAA Llf MAKEEFAIR5OR _ TO THE 6KO51ON AND TO "'H Il WHEN VEGE'TAT AODITPEUCMANENR SURFACES HABEEN SEDIMENT CONTROL DEV�I=E� Ire 1 J [;.TSTYt / / -._. --i"_ - -t 9�..,>� ` _ , - _ - ,.j-_. _ •1 LULL. - ""�.. ... _ 'og I I '� ,I. I II \\ .._ �I ^• h i ti-. ....v, 5 - \ I I ON SITE AS NEEDED. AND ESTAID ON z \ SITE. THE TEMPORARY CONTROLS MAY DE REMOVED. E Vri ^ ' ` , i� ` ELF 1,I -T I ( 1- AL I T �\ ✓AR�y I 1 ANDDUFFER \ '.- \ \ \\ ' iW TLf. I 11 I y I � ` SET AGK ZAJG WSKI I , '' ij I : I , W - r- -- -� FEB 2 5 2003 , ,. S� I I I I P I )T7'� , ° _ M J' , T\1,1,11, ., /1 j (� R �{ P� }' ry� INSTALL EROSION CONTROL 1 IJ I -- I. I14 ... I ry �"5U9'i- t- - _ 1 -._ --iR' ICI Ci Oj So. YUI1i11 l01e }�,@/� MArnNs aN sIDE store •V I I\ �.I /I / !- ',� ... ..__ _ .. �'....-_I�III ',T'l SPACES 35' 1 , _ I I IP/,j� �,i<�.,.. �.� �r-� 1 I I H cowLNHwwGAi�aAr, INC. - i III I , I 1 ^` R ,YY. - CHELS I 4- �• r ` � � - ' I LE&ENQ A. -10 _ 1) neorosroLEAsoEUT O Md rME PO R D ' *F__ / / � I � '' � I i ,� � � � : ) /� _ � \� n co1KRETe uoNAMeNr Pouo � /. � I I ., ; �.. _ � �\ .• _ _ _ _ s - -_ - eXlsnxG blcoMap GONroue / I ' / I I I - LULL .. •� \ \V (( i / --. �3 A,J -- PN15H e.uoE oaNT �I I YE I �� A * Ex siva rArcS exlsTler, rAerH.� 1 I P� ��,\ .--,r✓ Aw bnTE vN.vE '� I I % I I � s/JnTMY sEwae soevlce �I ,SoRQONMASSETE j' �_ _ - — Rd-�— HLw ratcE ww I ELAINE J I n \ \ I l _.. LULL_ . -LULL- ...--11 50' WETLAND BIM=HER I iR1 Mo rANMPar t -- --- L-._ _. � I Ease / -rr�-�-. _-,{-� i l 1//%�3 i_�1• _ _ _ _ _ _ _ slww vwcEc -�I ' (TT NG i aN SIDE SLOPE - `.` %�y— I I - I_.. / GON4TRVLTION ENTRNILE i ' •r eu b ry 4_.3, _ ;" \ - 9 nMP PURPOSE of THIS •u 1 ro sLiQLV THE ovER", t �-^-r--�- AIL"9N -TAILED Q SEE SITE FLAN it R(ll I 2 IRIS PLAN IS NOT r l II I I 11 31. I I / / r ( ( 1 I 5HF PRa'ERrr Ar FOLK � Fl CONVEYA W ♦ H W ATLEY I Ir wLLrs ROAD LLc GRAPHIC SCALE T5 *If 'EN EREDI , 11�.,, \ \ \ % / , PALL H INIERE v\ 1 y A� 1 Nlr 'L, i - •F'L--_. ._�.-.-_.—IMr _.:._-:S fMLN5oN EARTH( 0! veer I %' 1 1 r \ MOVING cORF.. 11-h 40 n. T _ V J NVR E AM s«w �Mumq \ `�{ ►/� =A o CKroroAWAc WMAMNMY SENEGAL / GROWN JI ! + ti •'" `\ t' %, /- ` M M'A ,i E3 H.,M a s2wysG �> �I ! _ 1_ - \ , - J - I R <' No. A 4� /PJO O'LEARY—BURKE S65 OUTH BURLII GTOOAD son SOUTH DVR __ �..__. _ _ wetlsrw AaAo Oro urr srwr y'prnPP ��� DW9/PJO } CIVIL ASSOCIATES, PLC S ANOREW AVENUE, SUNS 5 ER051 ON AND \ �� 1 1 1 V •� / I'i MMMViiiAN�d` ESSEX JcT. yr T'40 PFAX. E8T8899890 5ED 1 MENT GONTROL il 1 1 Survey Notes: L THI5 PROPERTY HA5 BEEN COMPILED FROM FIELD SURVEYS AND A SURVEY METHODS EM'LOYED AND TIE RESI.LTING ERROR OF RECORD EVIDENCE INCLUDING THE FOLLOWING RECORDED MATS. CL.O5UREMRECI5ION RATIO, MEET OR ERGEED MINIMAL PRPCI"ON or A 71 1T OF LAID', RI-1 ENT PR 6U5" SOUTH MCLINGTON. VERAIONT, REOUIMENY5 FOR 5UBLRBAN 5URVEY5 A5 OUTLINED IN "STANDARDS IL BY TRUDELL C0005mriNG f!W9l EER5, INC_ DATED IZ/ 6.. LAST REVISED FOR THE PRACTICE OF LAND 5LRVEYING", ADOPTED BY TIE VERMONT I 4130-84 AND RECORDED IN MAF BOOK or I17, PAGE 09 IN THE BOARD a' LAND 5uRVEYORS EFFECTIVE p/IV99 ' C7Y OF SOUTH BLRLINGTON LAND RECOR0 5. A THIS PROPERTY MAY BE Sl ,ecT TO ADDITIONAL EASEMENT$, B. 'PLAN OP LAW ✓ANICE H BROWN. 50VTH BURLINDrON VERMONT, RE5TRICTIONS, RIGHTS -OF -WAY, ANDrOK RESERVATIONS NOT SHOWN BY WIL-05 ENGINEERING A5' C- INC. DATED I-24-73 AND RECORDED HEREON THAT MAY OR MAY NOT BE MAD IN THE CITY OF SOUTH IN MAP DOOK VCLUiEp7, PAGE e3 /N THE CITY OF SOIrTN BI.RLINGTON LAND RECORDS 6 "LINGTON LAND RECORDS. B. A CLOSED TRAVERSE "VEY WA5 COMPLETED IN .X*E 2002 U51NG 2 BEARING5 ARE 5A5E0 ON A COPA55 READING TAKEW AT THE TIME A LEICA TOTAL STATION OF THI5 X VEY - II-B-" 7. TH15 5URVEY DEPICTS THE PROPERTY LIE5 OF LNP. INC. AND D 1 THE PROPERTY SHOWN HEREON 15 THE PROPERTY CONVEY® TO LW ABUTTING . PROERTY OWNERS 15A5ED ON LAND RECORDS AS OF INC. BY WARRANTY DEED OF HAROLD P. BROWN ,AC AND THE FFLRUARY ?003. O CHITTEMDEN TRU5T COMPANY DATED AVGVST 24, 2001 AID A FOLLOWING THE COWLEiION OF CONSTRUCTION THE OWNERISI UE to RECORDED IN VOL5U.. PACE 645 IN THE CITY OF SOUTH 5HALL RETAIN A REGI5TERED/LICENSED LAND SURVEYOR TO 5ET THE I r DRNTI/6 WE.DIMi BURLINGrON LAND RECORDS. FROPERTY CORNERS A$ INDICATED TO BE SET ON TH15 PLAT. OLEARY-BLRKE CIVIL ASSOCIATES, PLC ♦ KEVIN R. LARO5E. L.5. 6HEL5EA WAIVE5 NNY MD ALL REXOVSITO HA AND LIABILITY .1 MAY ARISE a �,OMMUNIGATIDNS INC. FROM FAILURE TO tL F5 ON TO NAVE BEEN NOTIFIED BY THE 42AT IO OWNER. OR .", SUCCESSORS TO SET ALL THE PROPERTY CORNERS O I 5HOWN ON THIS PLAT 5PENGER W. + I 120 K IM6ALL LLG m 5I5 276 _ cMF + SL —_ Q( NANGY L. BAKER I 23.72 o.r AG 383 543 _ N76°13'OGW—�� r I N76°1306'W— 399.95 JN-', 1 IFF BARBED WIRE N7�21WW Lo wl 160.24' # bI I I IJ r__ - NS' X 50' EA5EMENT L-- ,----� TO THE CITY OF 115.00 5OUTH BURLINGTON J05EPH 5. + R ZAJGH0W5K1 �I-} ' 85 237 CM4 114 0.4' nG CW ANNA MAYO o4 66:121 `Y } N7i41'37V ' I 35.23 NMr01R0001d cnw � ReCoidDsed.• 517,•645 W 4LV,,W4S17 & h — — 9.89 4M oyi M m 60ROON E. + , ELAINE J. m ' t5A55ETT 565 260 m ti Location Plan N.T.S. U 2 ul WO ulA I` �V �_ EC Z City of Soo Sudinown Legend w a� PARCEL PROPERTY LINE -4 ABUTTER PROPERTY LINE — — — — — — — — — — — — SIDELINE OF EASEMENT 01 IRON PIPE FOUND _ M 372'101, CONCRETE MONUMENT FOUND p�� 1 Mw !I A ' AG ABOVE EXI5TING GRADE c� � AG W. + H. WHEATLEY 375256 R I vl 4x4 FLusH 1R' S72°Il'32'E 454.95 � 2�qipE p`ICi � / <ti 3017 WILL15TON ROAD LLG / ?79� 07AI,ER 477 40'f 0 60 120 180 240 300 GRAPHIC SCALE 1 inch = so ft. I hereby certify that the information shown hereon is correct to the best of my knowledge and belief and is based on a collaboration of pertinent deeds, plats, parol, and other recorded evidence. This plat was prepared in accordance with and complies with Vermont Statute Title 27, Section 1403, (a) through (e). Kevin R. LaRose, LS. 707 Dated M(�N5 /1 MOVfNG cARTH 96'. ORP ,,IIIIIIJJ� I YFnnJ�j ` ••••• "'•'•{` _* ' La = No. . .r�� SURVEY OBCA 0 RECORD ORAWNG PREUIMARY 0. SKETCH/COPIMP7 OESION OTEARY-BURKE CIVIL ASSOCIATES, PLC DRAWN CHECKED E �Q '• j!'"•••....: a � ,,JJJ1IA111� , KKL 5ANDREWAVENVE, SUFW5 �T�� H7KMIE:E , W FAX 6784M9 SCAIF I (>O E41AJL.' o60Wl sh)IL n BG BELOW EXI5TING GRADE J OUTSIDE DIAMETER IRON PIPE TO BE SET City of South Burlington Received for Record A.D. at ___ ,_o'clock _______minutes_M and recorded in ottest:_-- Town Clerk LNP, Inc, '11063-°' MAN SHEET Property Plat PIE CITY OF SOUTH BURLING7CON DEPARTMENT OF PLANNING & ZOND1G 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 March 25, 2003 Faul O'Leary O'Leary -Burke Civil Associates 5 Andrew Avenue, Suite 5 Essex Jot., VT 05452 Re: 65 5hunpike Road Dear Mr. O'Leary: Enclosed is the agenda for next Tuesday's Development Review Board meeting and my comments to the Board. f lease be Sure that someone io at the meeting on Tuesday, April 1, 2005 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. Sincerely,: •? Raymond J. 13clair Administrative Officer Encl. 02LEARY-BURKE CIVIL ,ASSOCIATES, PLC t ,�cw[n[[t.[i •['tl,�ra�n[['t't'at, s[[tr�:'t.' j Rnu t If urlep Dan Rexford C.Ay (If ;iOUlh BUtlitlgt(nt March 10, 2003 1gt'n illt 11)'; A!: Nta, tar• PAOVS WJ,t'01W; (;t)YJP3: W-4101 1 I'Irt)Nf;N1'%V :R. PRd),JIT'llNr1:1F1. IS41-4106 Seruud - Matulcd Unit Development ('a;, I?IttSINl—Nt MIMIC 1(A)i3 Cs : ttr i:� r bra; a ,;ar It. i;;r; C3 tsr,r.'; ,: i tall�rrrar as r,scxra;srrsr; m'awmmc �asy`—.—'^'•'-`.""-'—x=�"....a'x�•::Hsu--�.c-�a�s�s�_.,,....V....�... .-._-.- �.. .x Janet: We undentand that it has been tcu) long since the aubmigsion of Sketch Plan (l .1 S-02) for This; project to be conffiM1cmd for Prcliminaty apprm sal. The phou and :LI311C4ki n L1uaL WOM SubmiLted on !-cbtatatti 24'h, 2(X)3, will be reviewed ind considered for apVtoval as a Sketch Platt, The Preliminary feu, submitted with the application on February 24`r', 2(.u)3, will be: applied at I1reliminary mbmirtal. If you have any questiorLs, plcme call. HSSEX JCT , VT OS452 878-499il, i' lk $78 9981), (.-•<\IrLll.: C)13C;,1(>,PS1lil "l',C 0NI 1Q"e! 6866 S. S ZOOS IIA13 3NNna-.'aw3-ieo W.-j TS:<:T 1200 ..--OT-;'JAW Permit Number SD- G 3 - IS — CITY OF SOUTH BURLINGTON APPLICATION FOR P Si<67 DIVISION PREVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) LNP, Inc. c% Al Senecal 25 Omega Drive Williston, VT 05495 Phone: (802) 862-1579 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 517, Page 645 3) APPLICANT (Name, mailing address, phone and fax #) LNP, Inc. c% Al Senecal 25 Omega Drive Williston, VT 05495 Phone: (802) 862-1579 4) CONTACT PERSON (Name, mailing address, phone and fax #) Paul O'Leary O'Leary -Burke Civil Associates 5 Andrew Ave., Suite #5 Essex Junction, VT 05452 5) PROJECT STREET ADDRESS: 65 Shunpike Road South Burlington, VT 05403 6) TAX PARCEL ID # (can be obtained at Assessor's Office) Phone: (802) 878-9990 Fax: (802) 878-9989 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) N/A —This parcel is currently undeveloped. b) Proposed Uses on property (include description and size of each new use and existing uses to remain) This project consists of constructiL7g one 9,430 square foot office building and one 60,800 square foot mixed use building consisting of office and warehouse space. c) Total building square footage on property (proposed buildings and existing buildings to remain) 1 proposed office building = 9,430 S.F. Iproposed mixed use building = 60,800 S.F. Total = 70,230 S.F. d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) The proposed office buildingwill be one story. The proposed mixed use building will be 2 stories and less than 35 feet high. e) Number of residential units (if applicable, new units and existing units to remain) N/A — This is a commercial project. f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees) - 200 office employees (39,830 S.F.1200 S.F./employee = 200) - 4 warehouse employees - 4 company vehicles g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) g) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc.: The office building has changed from 8,250 square feet to 9,430 sic uare feet. The layout of the mixed commercial warehouse and office buildings has also changed. The sketch proposal was for three mixed use buildings. The applicant is now proposing one 60,800 square foot mixed commercial warehouse and office building. The layout of the proposed parking has change d per the new buildinz lavout. The overall lot coverage is now approximately 38% compared to the 48% roposed at sketch plan submittal. 2 8) LOT COVERAGE a) Building: Existing 0% Proposed 16.31 b) Overall (building, parking, outside storage, etc) Existing 0% Proposed 37.61 c) Front yard (along each street) Existing 0% Proposed 0% 9) COST ESTIMATES a) Building (including interior renovations): $ 2,106, 900.00 b) Landscaping: $ 31,220.00 c) Other site improvements (please list with cost): 3 " SDR 26 PVC force main (966 7 - $14, 490. 00 Pump Station (1) - $25, 000.00 Valve Pit (I) - $2, 000.00 Sewer Service $400.00 8" CL52 D.I. water line (426) - $10, 650.00 Water services (2) - $500.00 Gate Valves (3) - $1,350.00 Hvdrant (1) - $1, 500.00 12" PE storm pine (547') - $13,675.00 Catch Basin (4) - $6, 000. 00 Utility trenches and conduit (1,148 - $6, 888.00 Road, Drives and Parking (10, 952 SD - $164, 280. 00 Curbing (1,782) - $17,820.00 Concrete Sidewalk (20 Sn - $400. 00 Total - $264, 953.00 10) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): 998 Trips b) A.M. Peak hour for entire property (in and out): 76 Trips c) P.M. Peak hour for entire property (In and out): 91 Trips 11) PEAK HOURS OF OPERATION: 7: 00 — 9: 00 a. m. and 4: 00 — 6: 00 p. m. 12) PEAK DAYS OF OPERATION: Monday through Friday 13) ESTIMATED PROJECT COMPLETION DATE: September, 2004 14) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (1 I" x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the W plat application (see Exhibit A). 3 I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. &rOGNATURE�6VAPPLICkO d4z SIGWATUkE Of .O• Do not write below this line DATE OF SUBMISSION: 2 Z5 03 sketch p14-vt I have reviewed this application and find it to be: ❑ Complete ❑ Incomplete CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 April 4, 2002 Mr. Paul O'Leary O'Leary -Burke Civil Associates, PLC 5 Andrew Avenue, Suite 5 Essex Junction, Vermont 05452 Re: 65 Shunpike Road Dear Mr. O'Leary: Enclosed, please find a copy of the minutes from the February ig, 2002 Development Review Board meeting. If you have any questions, feel free to contact me. Sincerely, Raymond J. Belair Administrative Officer Encl./Td DEVELOPMENT REVIEW BOARD 19 FEBRUARY 2002 PAGE 7 8. Preliminary plat application #SD-02-06 of Pizzagalli Properties, LLC to subdivide a 7.88 acre parcel into two lots of 4.52 acres and 3.36 acres, 750 Hinesburg Road: The applicant indicated they have been to the Development Review Board with a sketch. The plan has also been looked at by the City Engineer. The only input they haven't gotten is from the Rec Path Committee. They met with the city's arborist regarding landscaping. He asked them to remove and replace the Norway maples with a variety of other species on both sides of the proposed drive. The drive will also have a new name, possible Mansfield Drive. Mr. Boucher asked about a traffic study. Mr. Belair said that will be more appropriate when they have a site plan. Mr. Cameron moved to approve preliminary plat application #SD-02-06 of Pizzagalli Properties, LLC, subject to the stipulations in the draft motion of 19 February 2002. Ms. Quimby seconded. Motion passed unanimously. 9. Sketch plan application #SD-02-04 of Omega Electric Construction for a planned unit development consisting of. 1) three buildings totaling 63,200 sq. ft. for warehouse, storage and distribution use, and 2) an 8,250 sq. ft. building for general office use on 9.89 acres, 65 Shunpike Road: Mr. O'Leary showed the location of the property. There is a 65 ft. right-of-way to Kimball Avenue. Potash Brook is on the west side of the property and has a 50 foot CO buffer. They do not propose any impact on the CO District. The plan is for 4 separate buildings and a total of 71,450 sq. ft. One building would be an office use, and the other 3 would be mixed office -warehouse use. 191 parking spaces are required and they propose 193. They are asking for 2 waivers: one to have only 63 feet of frontage and the other for the 50 ft. PUD setback. They will have a 65 ft. setback where the property abuts residential uses. Municipal water and sewer will be used. Storm water will be treated on site. Mr. Belair reviewed the history of the subdivision. Because the latest subdivision was never recorded, the plan reverted to the last recorded plan. This is why the address still shows as Shunpike Road. It will be changed to Adelphia Drive eventually. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 February 13, zooz Mr. Paul O'Leary O'Leary -Burke Civil Associates, PLC 5 Andrew Avenue, Suite 5 Essex Junction, Vermont 05452 Re: 65 Shunpike Road Dear Mr. O'Leary: Enclosed is the agenda for next Tuesday's Development Review Board meeting and my comments to the Board. Please be sure that someone is at the meeting on Tuesday, February iq, zooz at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. Sincerely, f f bl. Raymond J. Belair Administrative Officer Encl./td DEVELOPMENT REVIEW BOAR MEMO February 19, 2002 MEETING street serving lot A should be constructed to city standards. Access to lot B (3.34 acre`) is provided via a proposed 20 foot wide gravel drive within the same ROW Lot size/)Frontage: The lots meet the minimum lot size requirement of 40,000 sq. ft. for the I-C District. Lot A has 233 feet of frontage on Hinesburg Road. Lot B has 300 feet of frontage on the proposed road. The minimum requirement is 200 feet. Sewer: The applicant, in a letter dated February 7, 2002, requests 1,500 gpd of sewer allocation. Traffic Overlay 'Zone: This property is located in Traffic Overlay Zone 5 which allows the two combined lots to generate a maximum of 220 vehicle trip ends (vtes) during the p.m. peak hour. Recreation Path: The applicant is proposing a recreation path within the proposed City Street. The Recreation Path Committee reviewed this plan and provided comments (see enclosed). Other: The street name "Mountain View Drive" is similar to the existing street "Mountain View Boulevard". The applicant should propose a different name for approval by staff at final plat submittal. The applicant should include a landscape plan illustrating the location of street trees. The applicant should work with the City Arborist on this issue. The Board should ignore all site plan information on the plans since site plan review is not part of this request. 9) OMEGA ELECTRIC CONSTRUCTION —SKETCH PLAN-65 SHUNPIKE ROAD This project is for a planned unit development consisting of: 1) three (3) buildings totaling 63,200 square feet for warehouse, storage and distribution use, and 2) an 8,250 square foot building for general office use on 9.89 acres. This property at 65 Shunpike Road lies within the l-C District. It is bounded on the west by Potash Brook, on the south by Adelphia Cable and an office building, on the east by single family development, and on the north by P.J.'s Auto Sales and Marine Collections. Coverage/Setbacks: Building coverage is 16.5 (maximum allowed is 30%). Proposed overall coverage is 48.16% (maximum allowed is 70%). The required setback distance from a residential district boundary line is 65 feet, and the required PUD perimeter setback is 50 feet. Currently the plan does not show these setback consistently around the proposed development. The Board may modify this requirement pursuant to Section 15.406 of the zoning regulations, except for the 65 foot setback. Access: Access to the development is via a 60 foot wide ROW (Adelphia Drive) off of Kimball Avenue approved to be a City street. The applicant will be required to extend the city street onto his property and construct a cul-de-sac to be dedicated to the City. rrA DEVELOPMENT REVIEW BOARD MEMO February 19, 2002 MEETING Frontage: The minimum frontage requirement for a PUD is 120 feet in the i-C District. This property has 60 feet of frontage. The Development Review Board can modify this requirement under Section 15.406 of the zoning regulations. Parking: The parking requirement is 191 spaces, the sketch plans shows 1-93. The proposed development requires six accessible spaces; the sketch plan shows eight. The plan -should show the location of a bike rack. Sewer: Sewer allocation should be requested at preliminary plat submittal. Dumpster: Screened dumpsters are _proposed at three locations on the property. Lighting: Details of any lighting fixture proposed should be submitted with the preliminary plat submittal. Landscaping_ The preliminary plat plan should include a proposed landscape plan. C. O. District/wetland buffer: This property includes a C. O. District along delineated wetlands. No encroachment proposed. This buffer should be labeled "C. O. District/wetland buffer" on the plans. DEVELOPMENT REVIEW BOARD MEMO February 19, 2002 MEETING Frontage: The minimum frontage requirement for a PUD is 120 feet in the l-C District. This property has 60 feet of frontage. The Development Review Board can modify this requirement under Section 15.406 of the zoning regulations. Parking: The parking requirement is 191 spaces, the sketch plans shows 193. The proposed development requires six accessible spaces; the sketch plan shows eight. The plan should show the location -of a bike rack. Sewer: Sewer allocation should be requested at preliminary plat submittal. Dumpster: Screened dumpsters are proposed at three locations an the property. Lighting: Details of any lighting. fixture proposed should be -submitted with the preliminary plat submittal. Landscaping: The preliminary plat plan should include a proposed landscape plan. C. O. District/wetland buffer: This property includes a C. O. District along delineated wetlands. No encroachment proposed. This buffer should be labeled "C. O. District/wetland buffer" on the plans. 8 DEVELOPMENT REVIEW BOARD MEMO February 19, 2002 MEETING street serving lot A should be constructed to city standards. Access to lot B (3.34 acre) is provided via a proposed 20 foot wide gravel drive within the same ROW Lot size/Frontage: The lots meet the minimum lot size requirement of 40,000 sq. it. for the I-C District. Lot A has 233 feet of frontage on Hinesburg Road. Lot B has 300 feet of frontage on the proposed road. The minimum requirement is 200 feet. Sewer: The applicant, in a letter dated February 7, 2002, requests 1,500 gpd of sewer allocation. Traffic Overlay This property is located in Traffic Overlay Zone 5 which allows the two combined lots to generate a maximum of 220 vehicle trip ends (vtes) during the p.m. peak hour. Recreation Path: The applicant is proposing a recreation path within the proposed City Street. The Recreation Path Committee reviewed this plan and provided comments (see enclosed). Other: The street name "Mountain View Drive" is similar to the existing street "Mountain View Boulevard". The applicant should propose a different name for approval by staff at final plat submittal. The applicant should include a landscape plan illustrating the location of street trees. The applicant should work with the City Arborist on this issue. The Board should ignore all site plan information on the plans since site plan review is not part of this request. 9) OMEGA ELECTRIC CONSTRUCTION —SKETCH PLAN-65 SHUNPIKE ROAD This project is for a planned unit development consisting of: 1) three (3) buildings totaling 63,200 square feet for warehouse, storage and distribution use, and 2) an 8,250 square foot building for general office use on 9.89 acres. This property at 65 Shunpike Road lies within the I-C District. it is bounded on the west by Potash Brook, on the south by Adelphia Cable and an office building, on the east by single family development, and on the north by P.J.'s Auto Sales and Marine Collections. Coverage/Setbacks: Building coverage is 16.5 (maximum allowed is 30%). Proposed overall coverage is 48.16% (maximum allowed is 70%). The required setback distance from a residential district boundary line is 65 feet, and the required PUD perimeter setback is 50 feet. Currently the plan does not show these setback consistently around the proposed development. The Board may modify this requirement pursuant to Section 15.406 of the zoning regulations, except for the 65 foot setback. Access: Access to the development is via a 60 foot wide ROW (Adelphia Drive) off of Kimball Avenue approved to be a City street. The applicant will be required to extend the city street onto his property and construct a cul-de-sac to be dedicated to the City. 7 CITY ENGINEER'S COMMENTS FOR 2/19/2002 DEVELOPMENT REVIEW BOARD MEETING 1) DESLAURIERS SKETCH PLAN - a) THERE IS AN EXISTING WATER MAIN AND SEWER MAIN ON THE PROPERTY. THE PLAN SHOULD SHOW THESE UTILITIES. b) IF THE STREET IS TO BE A PUBLIC STREET THE PORTION BUILT TO SERVE HORIZON HEIGHTS DEVELOPMENT SHOULD BE UPGRADED TO CITY STANDARDS. C) THE 900 BEND IN THE ROAD SHOULD BE ADEQUATE FOR A VEHICLE SPEED OF 35 MPH IT MAY NOT BE. THIS SHOULD BE CHECKED, OR MAKE IT AN INTERSECTION WITH STOP SIGN ON BOTH LEGS. d) ALL UTILITIES EXCEPT MUNICPAL (WATER & SEWER) SHALL BE OUTSIDE OF THE 60 FOOT R. O. W. 2) OMEGA ELECTRIC CONSTRUCTION PUD SKETCH PLAN - a) THE POTENTIAL ACCESS TO ADELPHIA DRIVE FOR 3017 WILLISTON ROAD SHOULD BE COMPLETELY SHOWN ON THE SKETCH PLAN. b) THE SEWAGE PUMPING STATION SHALL BE PRIVATELY OWNED AND MAINTAINED. 3) HOMESTEAD DESIGN, INC. SKETCH PLAN - a) A DEAD END STREET SHOULD HAVE A TURN AROUND WITH A LARGE ENOUGH RADIUS TO A CCOMODATE A BUS. b) THERE SHOULD BE A SIDEWALK TO SERVE ALL THE UNITS EXTENDING TO THE BIKE PATH AND NOT REQUIRE THE RESIDENTS TO WLK IN THE STREET. C) STREETS SHOULD BE BUILT TO CITY STANDARDS. d) THE BIKE PATH IF POSSIBLE SHOULD COME UP THE CONNECTION TO INDIAN CREEK ROAD AND EAST ALONG INDIAN CREEK TO DORSET STREET. ... MORE COMMENTS TO BE GIVEN OUT AT THE MEETING FIRE CHIEF'S COMMENTS FOR2/19/02 DEVELOPMENT REVIEW BOARD MEETING BARONE CONSTRUCTION SKETCH PLAN - RESIDENTIAL SPRIKLERS DESLAURIERS SKETCH PLAN - SPRINKLER AND FIRE ALARMS OMEGA ELECTRIC CONSTRUCTION PUD SKETCH PLAN - SPRINKLER AND FIRE ALARMS HOMESTEAD DESIGN, INC. SKETCH PLAN - RESIDENTIAL SPRINKLER -MULTIPLE UNITS 3017 WiMstan Road LLC JAN I s 2002 c1ty C)t C0� k'Dv ilcc'14� 0.1 wh—tl.y EASTERN PROPERTY LINE N.T.S. /—� PLANTINGS d' - 8' TALI /—ALIW PARKING ANC CONIFEROUS rRLE5 LOADING AREA CROSS SECTION IV.. 3W LOCATION PLAN 1*-Iow rKE:f'AKE:I--> DY: O'LEARY-BURKE CIVIL ASSOCIATES, PLC 5 ANDREW AVENUE, SUITE 5 ESSEX JCT, VT 05452 TEL. # 878-9990 FAX. * 878-9989 SOUTH rBU,BL(NGTOt�r / wl M4 RO I EXISTING WILDING i �• I I COWANIFCAAr1ON5 INC. r °d W �F y i• 170 KIWALL LLC / / I 30• EASEAENT f71 0'I 8S .;prtITYOF II--1 -_ - LOCATION PLANESLRE LN FEW RETAINIG WAIIL TM NT5 5ENER DMTED WIRE NANCY L DAKER _INE I dEDM W .,._ '?A"i SETDAGK LINE -- I \-.-�•--' \ LEGEND FEW CONIFEROUS TREES / I \ 'J•'/.1 3 �; r I / / f i I _ SQL \ ' — IN-L nca TY uFe _ W \ 1 �./� 7REEUN° ��`� — nouTreK rvcoroerr III/ I I I �{ 11 SPACES/ \ I __ _ •-"s �\\ L11t r tbVERFL`AD pAY FJOOIt rTYPI I t- S Ia3.00• �• �� WETLY ���� ■ Ga16AtElE NMAoIT PoulO J✓W H M. « I I I l I I i LOA RG---T jAJC WSKI i { , 1 I IK fTYPJ W NEW a" WATER SERVICE \\\ \��ujll wen-nro 9VFR IEW 3' WIDE V' . CONCRETE WALKI \ IX15TIN5 TReeS I I I I I e+Un L• Nc- A o ;Isx I jlllll �nie vn�ve L ,ew I j W—�— new wnTeR re Iwo 5 T —.T.Y 5[W/R NO W1t1aE \� FM rew Farce eum 7♦4f I p, 99 NO mnmroaleK 37 5PACE5 {7 °• P4s / 1 I � 1 /91" CFELSEA -. COAf41A9CA IONS 1NC ANNAW Yo NEIK - ZONING INFORMATION DISTRICT MIXED RDU5TRIAL AND COMMFRCIAL M/NrwM FRONT seroAu: ao' C'NEW 5 E 1 „ -\ ^�.\\ \ �~ - MINIM 510E SETDACK B' OR 65' AWTrWG RE5IDENTIAL DI5TRIcr MINI" REAR WT15ACK ' OR 65• AWTTII- RE510ENTIAL DISTRICT i _ 9 -- _ \ t \ \ - ��� ° MAXIMI,M WILDING I£I6HT 140' E /� SINGLE STORY LOT CAVERAGE _ \ \ \ \ �\\\\ / 'PAt F \ ~^^'^\`- ` \\� \\/ / / WILDINGS302 N1OGERFEAD DUILDINGS AND PARKING 709 NEW eaFEROvs TREES A / DAr OOhM ITrPJ wA=eruw>r 'or Flu 5PACE Pncr L0OCKH-rr'I — - I F:'•t a. eaY Die\vv \v s CORDON E. I I l I I I _ �5� LOADING `\ ELA/FE J / I 6A55ETT 1 - '_{ - �CXS WF I i I 1 ttJ _ � ., � � 50' WETLAND BEEPER / / I I j 131 I - s114Horj'�GaS,^ -BOnERIOR LOT COVERAGE APPROXIMArE SIZE OF rARCELI 489 ACRES I 100Z 430-a04 50. FT. WIL01w, FOOTPRRIT5 7L43p 5p. FT 10.34E DRIVES, PARKING AN7 WALK5 135,%4 50FT I 3L37X OPEN AREA 223.200 59. FT 51.84X IARKINb WRALREAEMS- I GENERAL OFFICE, - i 5PACE/960 SO. FT_ G9045 FLOOR AREA � 1 STORAGE 5 DISTRIBUTION FACILITY, TRUCK TERMINAL, TARS i I / CONTRACTORS YARD OR YARD - 1 SPACE/2050 FT - FLOOR ARDEVOTED0 TO TO OFFICE USPLUS SCES E S a SPA/ I EA ION OENCy.OSLRE y/ l NON -OFFICE EM'LOYEE PLVS I MACE/I COMPANY VEHICLE sTrlrrr/E /! I • / l j u�sPACE� / A I I / / � I� ACF uHr e✓eRSRerN �) I ¢ I / / /y- /' _. - �---_. - _. _—�- _. - __.___—. _... -/ - / /lp^i`�� WITH T `pFI�ECNG �EMLOSLRE BUILDING WAKPFgUSE AREA I5p. FT.1 PARKING OFFICE AREA 15Q FTJ 'OFFICE Ew�Loyees REOUIREMEMS OFFICE FLOOR ARE JCOWANY VEHICLES A a4,000 0,000 10 5PA1E5 60 SPACES 3 SPACES D X1,400 q,a00 0 SPACES 31 SPACES 3 SPACES C 3.300 2a00 B SPACES II SPACES 4 SPACES 0 WA 8,250 WA 93 SPACES N/h I ( I I I, NEW FORCE MAIN l L ri Clr w 3017 52�?F ronD-Etc �'� / / I II �� I GRAPHIC SCALE ca Thu_ H. c�FIowIERE.�-' , ( IN PEcr ) I Inert . 40 tt r- N/F / � f , i i • FM I 1 �� V / _( I I Fxannr, auvxrc ���� 0 f : AO, smrY onrz �( .•' f l "�'� I� P /� �r LII `��� >o It �s;.' oeeA C Rem oRANn� o PAnA/ 5ENEC AL / DROWN a-li-o, ,-.I - --�-_� ... \ , \ 1 ,/ ro,rN.�w .lal FOR P�nRe 3 N,. a DVR/r r7 A T� i Tn V 65 5HUNPIKE ROAD ae� \ - - _ _ \ c \ / RA:� wIo"m NwaxAcnw. xn -� un " "Rn O L,a.:t'�nY'Bvi�-L1.i: SOUTH DURLINGTON. VT \ .See «POIxLwn'ru.RRerrr OVR 1063 -s1 eAAle / \ x� wILL,.,a R� No '.,�rfr„e\`; CIVIL ASSOCIATES, PLC NAn pae„ III �rr.IrntOwevrio •• 3 ANOR S AVENUE. SUITE 5 51 TE PLAN ESSEJET- VT l •AO' NiONE: 878-9990 1 FAX: e78-9989 To: Applicants From: Stephanie Smith, City of South Burlington RE: Project Staff Notes Date: 5 February 2002 Re: Sketch plan application SD-02-04 of Omega Electric Construction, 65 Shunpike Road. Overview: Sketch plan application #SD-02-04 of Omega Electric Construction to construct a mixed -use commercial warehouse and office building on 9.89 acres, 65 Shunpike Road. Issues: 1) The sketch plan should show existing watercourses, wetlands (as shown on the South Burlington official wetland map), wooded areas and other natural features. Have the wetland been delineated by a wetland expert? 2) The R4 and IC district boundary line should be clearly indicated on the sketch plan, the applicant should be aware that the setback distance to a district boundary line is 65 feet and 50 foot PUD perimeter setback front. The plan currently does not reflect these setbacks where they apply. The Board may modify this requirement under Section 15.406 of the zoning regulations. 3) The applicant should provide by preliminary plat i) a perimeter survey stamped by a licensed surveyor ii) wetland delineation, if not already completed 4) The applicant should request sewer allocation at preliminary plat submittal. 5) PUD's in the I-C District have a minimum frontage requirement of 200 feet. This property has only 60 feet of frontage on a proposed public street (Adelphia Drive). The Board may modify this requirement under Section 15.406 of the zoning regulations. Completeness of Plan: The applicant has submitted sufficient information for Development Review Board to consider the sketch plan application with the above exceptions noted. Please provide additional information by February13, 2002. Recommendation: Staff recommends this application be authorized to proceed for sketch plan consideration at the February 19, 2002 meeting. DE'FA TIA/MNT COIF PIANNIITO & ZONING 575 DORSET STREET SOUTH BLRLINGTON, VERIMONT 05403 (802) 846-4106 FAX (802) 846-4101 j� 40l- Fmc gb2_ c -j 0 .4Rq g � Die 21,9`d Z p1h®ose Pages Z L C-�e-,) r�rz Fn-Lb A" (, 1 o'Leary-Burke c- �, Associates, PLC January 15, 2002 Mr. Ray Belair Zoning Administrator 575 Dorset Street South Burlington, VT 05403 Re: Al Senecal Parcel, 65 Shunpike Road Dear Ray: We are writing on behalf of Al Senecal, who is proposing a planned unit development on a parcel of land in South Burlington, located north of Kimball Avenue and south of Williston Road. The tax parcel ID# is 34-01560-00065.L. The parcel is undeveloped and consists of approximately 9.89 acres. The proposal consists of constructing three (3) new mixed commercial warehouse and office buildings with a total building footprint of 62,200 square feet, one (1) 8,250 square foot office building and parking lots with a total of 193 spaces. Access will be through Adelphia Drive where there is an existing 60' wide Right -of -Way. The sewer connection will be made to an existing manhole located on Shunpike Road. The water will be connected to the existing main which ends on Adelphia Drive. Gas, electric and telephone utilities will be extended from Kimball Avenue, along Adelphia Drive to the project site. Please find the following attached information: 1) Site Plan Application; 2) Five (5) full size copies of the Sketch Plan; 3) One (1) reduced (I I" x 17") copy of the Sketch Plan; 4) Abutter List; If you have any questions, please call. Sincerely, V Daniel V. Rexford Enc. cc: Al Senecal D:\2001 \1083\sketchlettendoc 5 ANDREW AVE. SUITE 5 ESSEX JCT., VT 05452 PHONE 802-878-9990 FAX 802-878-9989 CIVIL@TOGETHER.NET Abutter List — Al Senecal Project Chelsea Communications Inc. 106 Kimball Avenue South Burlington, VT 05403 120 Kimball LLC 159 Industrial Parkway Burlington, VT 05401 Spencer W. & Nancy L. Baker 123 Shunpike Road South Burlington, VT 05403 Joseph S. & Joyce M. Zajchowski 79 Shunpike Road South Burlington, VT 05403 Anna Mayo 75 Shunpike Road South Burlington, VT 05403 Gordon E. & Elaine J. Bassett 71 Shunpike Road South Burlington, VT 05403 Wilson K. Jr. & Helene Wheatley 69 Shunpike Road South Burlington, VT 05403 3017 Williston Road LLC 3017 Williston Road South Burlington, VT 05403 Paul H. Choiniere 2073 Williston Road South Burlington, VT 05403 Munson Earth Moving Corporation 366 Dorset Street South Burlington, VT 05403 DA2001 \ 1083\abutter.doc Permit Number SD- APPLICATION FOR SUBDIVISION SKETCH PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. For amendments, please provide pertinent information only. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) LNP, Inc. Phone: (802) 862-1579 C/O Al Senecal 25 Omega Drive Williston, VT 05495 2) LOCATION OF LAST RECORDED DEED (Book and page #) BOOK 517, PAGE 645 3) APPLICANT (Name, mailing address, phone and fax #) Omega Electric Construction Phone: (802) 862-1579 C/O Al Senecal 25 Omega Drive Williston, VT 05495 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) Owner 5) CONTACT PERSON (Name, mailing address, phone and fax #) O'Leary -Burke Civil Associates Phone M (802) 878-9990 5 Andrew Ave., Suite 5 Fax #: (802) 878-9989 Essex Jct., VT 05452 6) PROJECT STREET ADDRESS: 65 Shunpike Road South Burlington, VT 05403 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 34-01560-00065. L 8) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) N/A b) Proposed Uses on property (include description and size of each new use and existing uses to remain) -62,200 square feet of mixed commercial warehouse and office buildings. -One 8,250 square foot office building. c) Total building square footage on property (proposed buildings and existing buildings to remain) -71,450 square feet of proposed buildings. d) Proposed height of building (if applicable) -25 feet e) Number of residential units (if applicable, new units and existing units to remain) N/A f) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) 9) LOT COVERAGE a) Building: Existing 0% Proposed 16.59% b) Overall (building, parking, outside storage, etc.) Existing 0% Proposed 48.16% c) Front yard (along each street) Existing 0% Proposed 0% 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) Easement to the City of South Burlington for plow turn around and snow storage. 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) Forcemain connection to an existing sewer manhole on Shunpike road, the extension of the existing 8" water main on Adelphia Drive to the project site, and the extension of gas, electric and telephone utilities from Kimball Avenue along Adelphia Drive to the project site. 12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this may be provided on a separate attached sheet) See attached sheet 13) ESTIMATED PROJECT COMPLETION DATE July, 2003 14) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one (1) reduced copy (I I" x 17") of the plans must be submitted. A sketch subdivision application fee is free. I hereby certify that all the information requested as part of this application has been submitted and is accuratc to the best of my knowledge. I ATURE OF APPLIC T MAIJ M�/ -. W'4 Do not write below this line DATE OF SUBMISSION: I have reviewed this sketch plan application and find it to be: Complete _ Incomplete Director of Planning & Zoning or Designee Date