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SD-19-08 - Supplemental - 1680 Shelburne Road (19)
�..YJETMONT State of Vermont Agency of Transportation Policy, Planning & Intermodal Development Division Policy, Planning and Research Bureau Development Review & Permitting Services Section One National Life Drive [phone] 802-636-0037 Montpelier, VT 05633-5001 Vtrans.vermont.gov [ttd] 800-253-0191 ! LETTER OF INTENT! THIS IS NOT A PERMIT March 22, 2019 Pizzagalli Properties, LLC Robert Bouchard 462 Shelburne Road, Suite 101 Burlington, VT 05401 Subject: South Burlington, US7, L.S. 23+75 — 24+35 RT Dear Mr. Bouchard: Your highway permit application to connect to existing side walk at L.S. 23+75 RT and waterline connection to serve proposed banking facility, at the above -referenced location, has been reviewed and found to meet the requirements for work within the highway right-of-way. Title 19 VSA § 1111 requires that we ensure compliance with all local ordinances and regulations relating to highways. Your highway ermit application will be processed after Vou provide us with copies of your Act 250 and/or local approvals, including all conditions. In cases where local zoning does not exist, a letter from the legislative body of the municipality will be acceptable. When issued, the permit will contain, but will not be limited to, the attached Special Conditions. This commitment is valid for two years from the date of this letter. Should your other permits require a longer time period, please contact us relative to an extension of time. This Letter of Intent addresses only access to, work within, and drainage affecting the State highway. It does not address other possible transportation issues, such as access to town highways, use of private roads, and use of railroad crossings. If relevant to the proposed development, such issues must be addressed separately. If you have any further questions about this matter, please call me at (802) 279-1098. Sincerely, 7 d�t�� �James Clancy Permit Coordina Permitting Services C ��%- Attachment Reviewed by: 14 CLr J G��� t Date:3 /Z!ZU `? Craig S. Keller, P.E., Chief of Permitting Services cc: Town of South Burlington District Environmental Coordinator #4 Chittenden County Regional Planning Commission Seacomm Federal Credit Union Catamount Consulting Engineers, PLC Pizzagalli Properties, Llc South Burlington, US7, L.S. 23+75 — 24+35 RT March 22, 2019 Page 1 of 3 SPECIAL CONDITIONS This permit is granted subject to the restrictions and conditions on the back of the permit, with particular attention given to the Special Conditions listed below. This permit pertains only to the authority exercised by the Vermont Agency of Transportation (Agency) under Vermont Statutes Annotated, Title 19, Section 1111 and does not relieve the Permit Holder from the requirements of otherwise applicable statutes, rules, regulations or ordinances (e.g., Act 250, zoning, etc.). The Permit Holder shall observe and comply with all Federal and State laws and local bylaws, ordinances, and regulations in any manner affecting the conduct of the work and the action or operation of those engaged in the work, including all orders or decrees as exist at present and those which may be enacted later by bodies or tribunals having jurisdiction or authority over the work, and the Permit Holder shall defend, indemnify, and save harmless the State and all its officers, agents, and employees against any claim or liability arising from or based on the violation of any such law, bylaws, ordinances, regulations, order, or decree, whether by the Permit Holder in person, by an employee of the Permit Holder, by a person or entity hired by the Permit Holder, or by a Subcontractor or supplier. . The Permit Holder shall accomplish all work under this permit in accordance with the attached revised plan dated March 5, 2019. A preconstruction meeting to discuss work to be completed must be held prior to the Permit Holder's employees or contractor beginning work. The Permit Holder is required to notify the District Transportation Administrator five (5) working days in advance of such meeting. Roadway shoulder areas must be maintained free of unnecessary obstructions, including parked vehicles, at all times while work is being performed under this permit. Two-way traffic shall be maintained at all times unless permission is granted from the District Transportation Administrator. Whenever two-way, one -lane controlled traffic is authorized to be maintained by the Applicant's Contractor, the traveling public shall not be delayed more than 10 minutes. Upon completion of the work, the Permit Holder shall be responsible to schedule and hold a final inspection. The Permit Holder is required to notify the District Transportation Administrator five (5) working days in advance of such inspection. Should any portion of the utility facility installed within the State Highway right-of-way require relocation due to future highway improvements, the Permit Holder shall bear all expenses, and all necessary adjustments shall be completed in a timely manner. The Permit Holder shall promptly and unconditionally pay for full repair and restoration of any and all damages to existing underground utility facilities (meaning any underground pipe, conduit, wire or cable, including appurtenances) that have been brought about by the execution of the permitted work. The Permit Holder also is required to pay for any costs to repair the highway following and resulting from any repairs to existing utilities occurring as a result of the work covered by this permit. Except with the specific, written permission of the Engineer, the Permit Holder or his or her contractor shall expose all underground facilities to verify their location and depth, at each location where the authorized boring or drilling work crosses a facility; and at reasonable intervals when closely paralleling a facility. Whenever Pizzagalli Properties, Llc South Burlington, US7, L.S. 23+75 — 24+35 RT March 22, 2019 Page 2 of 3 possible, existing facilities should be crossed at a perpendicular angle. The Permit Holder shall be responsible for obtaining the modification of this permit, if necessary, for any additional survey work before initiating boring or drilling operations under the permit. The Agency will treat the Permit Holder's failure to fully, promptly, and conscientiously comply with all of conditions of this paragraph, including but not limited to the obligation to pay for repairs, as grounds for the Agency to refuse to grant any further requests by the Permit Holder for any other permits for subsurface work unless the Permit Holder furnishes irrevocable financial security, in a type and an amount deemed sufficient by the Agency in its sole discretion, prior to such future subsurface work. The Permit Holder shall verify the appropriate safety measures needed, prior to construction, so proper devices and/or personnel are available when and as needed. Traffic control devices, shall be in conformance with the MUTCD (Manual on Uniform Traffic Control Devices), Agency standards and any additional traffic control deemed necessary by the District Transportation Administrator. The Permit Holder's failure to utilize proper measures shall be considered sufficient grounds for the District Transportation Administrator to order cessation of the work immediately. The Permit Holder will perform construction in such a way as to minimize conflicts with normal highway traffic. When two-way traffic cannot be maintained, the Permit Holder shall provide a sign package that conforms to the MUTCD (Manual on Uniform Traffic Control Devices) or Agency standards, as well as trained Flaggers. The District Transportation Administrator may require a similar sign package with trained Flaggers whenever it is deemed necessary for the protection of the traveling public. In addition, the District Transportation Administrator may require the presence of Uniform Traffic Officers (UTOs); moreover, the presence of UTOs shall not excuse the Permit Holder from its obligation to provide the sign package and Flaggers. The Permit Holder shall ensure that all workers exposed to the risks of moving highway traffic and/or construction equipment wear high -visibility safety apparel meeting the requirements of ISEA (International Safety Equipment Association) "American National Standards for High -Visibility Safety Apparel," and labeled as ANSI (American National Standards Institute) 107-2004, or latest revisions, for Performance Class 2 or 3 requirements. A competent person - one designated by the Permit Holder's Contractor to be responsible for worker safety within the activity area of the State highway right-of-way -shall select the appropriate class of garment. The Engineer may suspend this permit until compliance is obtained. Independence; Liability: The Permit Holder will act in an independent capacity and not as officers or employees of the State. The Permit Holder shall defend the State and its officers and employees against all claims or suits arising in whole or in part from any act or omission of the Permit Holder or of any agent of the Permit Holder. The State shall notify the Permit Holder in the event of any such claim or suit, and the Permit Holder shall immediately retain counsel and otherwise provide a complete defense against the entire claim or suit. After a final judgment or settlement, the Permit Holder may request recoupment of specific defense costs and may file suit in the Washington Superior Court requesting recoupment. The Permit Holder shall be entitled to recoup costs only upon a showing that such costs were entirely unrelated to the defense of any claim arising from an act or omission of the Permit Holder. Pizzagalli Properties, Llc South Burlington, US7, L.S. 23+75 — 24+35 RT March 22, 2019 Page 3of3 The Permit Holder shall indemnify the State and its officers and employees in the event that the State, its officers or employees become legally obligated to pay any damages or losses arising from any act or omission of the Permit Holder. Insurance: Before beginning any work under this Permit the Permit Holder must provide certificates of insurance to show that the following minimum coverages are in effect. It is the responsibility of the Permit Holder to maintain current certificates of insurance on file with the State for the duration of work under the Permit. No warranty is made that the coverages and limits listed herein are adequate to cover and protect the interests of the Permit Holder for the Permit Holder's operations. These are solely minimums that have been established to protect the interests of the State. Workers' Compensation: With respect to all operations performed under the Permit, the Permit Holder shall carry workers' compensation insurance in accordance with the laws of the State of Vermont. General Liability and Property Damage: With respect to all operations performed under the Permit, the Permit Holder shall carry general liability insurance having all major divisions of coverage including, but not limited to: Premises- Operations Products and Completed Operations Personal Injury Liability Contractual Liability The policy shall be on an occurrence form and limits shall not be less than $2,000,000 Per Occurrence $2,000,000 General Aggregate $2,000,000 Products/Completed Operations Aggregate $ 50,000 Fire/Legal Liability Permit Holder shall name the State of Vermont and its officers and employees as additional insureds for liability arising out of this Permit. Automotive Liability: The Permit Holder shall carry automotive liability insurance covering all motor vehicles, including hired and non -owned coverage, used in connection with' the Permit. Limits of coverage shall not be less than: $1,000,000 combined single limit. Permit Holder shall name the State of Vermont and its officers and employees as additional insureds for liability arising out of this Permit. PLAN INDEX C001 SITE DEMOLITION PLAN C002 OVERALL EXISTING CONDITIONS SITE PLAN C003 OVERALL PROPOSED CONDITIONS SITE PUN C101 EROSION CONTROL SITE PUN C201 SITE GRADING PUN ' C202 CUT/FILL ANALYSIS SITE PUN C301 SITE UTILITIES PUN C302 EXISTING STORMWATER DRAINAGE AREA SITE PLAN C303 PROPOSED STORMWATER DRAINAGE AREA SITE PLAN C401 CIVIL ENGINEERING DETAILS C402 CIVIL ENGINEERING DETAILS C4D3 CIVIL ENGINEERING DETAILS C404 COOL ENGINEERING DETAILS SE101 SITE LIGHTING PLAN SP301 PLANTING PLAN SP302 PLANTING DETAILS PLAT SURVEY PAT PLAN DATES ORIGINAL PLANS - NOV. 14, 2018 REVISIONS - JAN 11, 2019 - GENERAL.REVISIONS MAR. 5, 2019 - ADDED ROOF DRAINS ZONING REQUIREMENTS ZONING DISTRICT: COMMERCIAL 2 (C2) OVERLAY DISTRICTS: TRAFFIC (ZONE 3), TRANSIT, STORMWATER MANAGEMENT PROPOSED USE: FINANCIAL INSTITUTION (PERMITTED USE) DIMENSIONAL REQUIREMENT& REQUIRED MIN. LOT SIZE (SF) - 40.000 EUSTIN 43.560 PROPOSED 43.560 MAX. BUILDING COVERAGE (%) - 40 0 MAX. TOTAL LOT COVERAGE (Z - 70 0 53.8 MAX. FRONT YARD COVERAGE (%) - 30 0 5.4 MIN. FRONT YARD SETBACK (FT) - 30 N/A 30 MIN. SIDE YARD SETBACK (FT) - 10 N/A 35 MIN. REAR YARD SETBACK (FT) - 30 N/A 67 MAX. FLAT/PITCHED HEIGHT (FT) - 35/40 N/A <35 BUILDING COVERAGE = 8.0%. BUILDING AND CANOPY COVERAGE = 11.5%. PARKING REQUIREMENTS PROPOSED USE: FINANCIAL INSTITUTION SPACES RED. - 3.6/1,000 SF 0 3,500 SF = 13 PARKING SPACES RED. SPACES PROP. = 20 PARKING SPACES PROP. (1 VAN ACC.) DESIGN FLOW CALCULATIONS PROPOSED WATER DEMAND: - 10 EMPLOYEES 0 15 GPD/EMPLOYEE = 150 GPD ESS LOW FLOW FIXTURE CREDIT10%1 -15 GPD - TOTAL PROP. WATER DEMAND = 150 GPD - 15 GPD - 135 GPD PROPOSED WASTEWATER FLOW: - 10 EMPLOYEES 0 15 GPD/EMPLOYEE - 150 GPD - LESS MUNICIPAL CONNECHT CREDIT (20%1 = -30 GPD - TOTAL PROP. WASTEWATER FLOW = 150 GPD - 30 GPD = 120 GPD TRIP END CALCULATIONS TRAFFIC OVERLAY: ZONE 3 MAX. PEAK HOUR TRIP ENDS = 45 TRIPS/40,000 SF : 398,274 SF = 448 EXISTING PEAT( HOUR TRIP ENDS ALLOCATED TO EX. APARTMENT BUILDING = - ITE DESIGNATION - APARTMENT (LAND USE CODE 220) - PEAK HOUR B/W 4-6 PM - TOTAL (RIPS = 0.55 (%) + 17.65, WHERE X = UNITS - TOTAL TRIPS = 0.55 (63) + 17.65 - 52.3 = 53 TRIPS PROPOSED PEAK HOUR TRIP ENDS = - VHB EVALUATION - SEE TRAFFIC IMPACT STUDY - PEAK HOUR B/W 4-6 PM - TOTAL TRIPS = 25 TRIPS TOTAL PROPOSED TRIPS FOR PUB = - EX. TRIPS + PROP. TRIPS = 53 + 26 = 79 TRIPS - PROPOSED 79 TRIPS < 448 TRIPS ALLOWED PROPOSED SEACOMM FEDERAL CREDIT UNION 1680 SHELBURNE RD., SOUTH BURLINGTON, VT 05403 Work performed under this permit (P# 43024) to connect to existing sidewalk; connect to existing water main; and connect to gas line from L.S. 23+75 RT to L.S. 24+35 RT, _r`r I I I I ffUE OE _ t81.5 —_ — — LIEU. ! I �I �� f I�td C. II e ON I I-y-I O O EXISTNG POOL a mot= \\� i —71 � I I I � \ — ST- III I I I - �W I SCALE : 1" = 30' OWNERS - CIVIL ENGINEER - ARCHITECT - LAND SURVEYOR - TRAFFIC & LANDSCAPING - SeaComm Federal Credit Union Catamount Consulting Engineers, PLLC PW Campbell Venriont Mapping & Surveying Co., LLC VHB Scott Wilson Jeffrey Olesky, P.E. Joe Bullister Terry Wilson, L.S. 40 IDX Dr. 30 Stearns St. P.O. Box 65067 109 Zeta Dr. 8 Essex Way, Suite 200B Building 100, Suite 200 Massena, NY 13662 Burlington, VT 05406 Pittsburgh, PA 15238 Essex Jct., VT05452 South Burlington, VT 05403 (31 5) 764-0566 (802)59B-8081 (800)253-7430 (802)857-5207 (802)497-6100 GENERAL NOTES 1) UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE OR REPRESENT ALL UTILITIES LOCATED UPON OR ADJACENT TO THE SITE SHOWN, EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL CONTACT DIGSAFE (888-344-7233) ' PRIOR TO CONSTRUCTION, FIELD VERIFY ALL UTILITY CONFLICTS AND REPORT THEM TO THE DESIGNER. ANY EXISTING UTILITIES NOT INCORPORATED INTO THE FINAL DESIGN SHALL BE REMOVED OR ABANDONED AS INDICATED ON THE PUNS OR AS DIRECTED BY THE ENGINEER. 2) THE CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK AND SHALL COORDINATE ALL REQUIRED INSPECTIONS. 3) THE CONTRACTOR IS RESPONSIBLE FOR SAFE CONSTRUCTION OPERATIONS AND SHALL CONFORM TO ALL APPLICABLE REGULATIONS FOR SITE SAFETY. 4) THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL APPLICABLE EROSION CONTROL MEASURES. REFER TO THE MOST RECENT PUBLICATION OF THE STATE OF VERMONT EROSION CONTROL HANDBOOK. 5) THE CONTRACTOR SHALL NOTIFY THE DESIGNER OF ANY SITE CONDITIONS NOT REPRESENTED ON THE PLANS THAT INFLUENCE THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. . 6) THE CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS AS A DIRECT OR INDIRECT RESULT OF THE CONSTRUCTION TO THEIR ORIGINAL CONDITIONS. ALL GRASS LAWN AREAS SHALL HAVE A MINIMUM OF 4' OF TOP SOIL, GRASS SEED AND MULCH INSTALLED AND BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. MAINTAIN ALL TREES OUTSIDE OF THE CONSTRUCTION LIMITS. 7) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK NECESSARY FOR COMPLETE AND OPERABLE FACILITIES AND UTILITIES. 8) THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL ITEMS AND MATERIALS INCORPORATED INTO THE SITE WORK AND UTILITIES. WORK SHALL NOT COMMENCE ON ANY ITEM UNTIL SHOP DRAWING APPROVAL IS GRANTED. 9) IN ADDITION TO THE REQUIREMENTS IN THESE PLANS, THE CONTRACTOR SHALL COMPLETE THE WORK IN ACCORDANCE WITH ALL LOCAL AND STATE PERMIT CONDITIONS, AS WELL AS THE MOST RECENT ED91ON OF THE STATE OF VERMONT ENVIRONMENTAL PROTECTION RULES. UNLESS OTHERWISE NOTED, ALL MATERIALS, ITEMS AND INSTALLATIONPROCEDURESSHALL CONFORM TO THE LATEST EDTION OF THE VERMONT AGENCY OF TRANSPORTATION'S (AOT) STANDARD SPECIFICATIONS FOR CONSTRUCTION. 10) THE TOLERANCE FOR ALL FINISHED GRADES SHALL BE 0.1 FEET. 11) THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AS -BUILT DRAWINGS WITHIN 10 DAYS FOLLOWING THE COMPLETION OF THE PROJECT. 12) EXISTING SITE, CONTOUR AND PROPERTY UNE INFORMATION BASED UPON A PLAN ENTITLED 'PLAT OF LANDS OF PRZAGALLI PROPERTIES, LUC - 1680 SHELBURNE ROAD, SOUTH BURLINGTON, VERMONT', DATED DECEMBER, 2018 AND PREPARED BY VERMONT MAPPING & SURVEY CO., LLC. EXISTING SHELBURNE RD. UTILITY INFORMATION BASED UPON SHELBURNE RD. RECONSTRUCTION AS -BUILT PLANS PROVIDED BY THE CHAMPLAIN WATER DISTRICT AND SOUEH BURLINGTON PUBLIC WORKS DEPARTMENT. THE PROPERTY LANES, EASEMENTS, AND OTHER REAL PROPERTY DESCRIPTIONS PROVIDED IN THIS PERMIT APPLICATION ARE FOR PERMITTING PURPOSES ONLY. THEY DO NOT DEFINE LEGAL RIGHTS OR MEET LEGAL REQUIREMENTS FOR A LAND SURVEY AS DESCRIBED N 26 V.S.A. & 2502(4), AND SHALL NOT BE USED IN LIEU OF A SURVEY AS THE BASIS OF ANY LAND TRANSFER OR ESTABLISHMENT OF ANY PROPERTY RIGHTS. THIS IS NOT A BOUNDARY SURVEY AND 6 NOT INTENDED TO BE USED AS ONE 13) ELEVATIONS AND COORDINATES SHOWN ARE BASED UPON THE ABOVE REFERENCED PUN HORIZONTAL AND VERTICAL DATUM BASED UPON NAD83 AND NAVDa% RESPECTIVELY 14) WETLANDS DELINEATED BY GILMAN & BRIGGS ENVIRONMENTAL, INC. ON JUNE 20, 2014 AND FIELD LOCATED BY WILSON CONSULTING ENGINEERS, PLC ON SEPTEMBER 9, 2014. LANDSCAPE CALCULATIONS RED. TREES = 1 TREE/5 SPACES 0 19 SPACES - 4 TREES PROP. TREES = 4 TREES EX. C81 LEGEND RIM=152.9' 24" HDPE INV. OUT=146.1' ----985---- EXISTING CONTOUR EX. CB2 RIM=151.5'' 985 PROPOSED CONTOUR 24" HDPE INV, IN (E)=143.7' 24" HDPE INV. IN (S)=143.7' \ - - — PROPERTY LINE 24" HDPE INV. OUT (N)=143.6' — . — . — . — SETBACK LINE -- - - - - - - EASEMENT UNE EX. CB3RIM=151.6, - — SS GRAVITY SEWER LINE / — — ST STORM DRAINAGE UNE W WATER UNE EXISTING 6" PE / \\ — OE OVERHEAD ELECTRICAL LINE GAS MAIN I I 1 3D' FROIST I — — UE UNDERGROUND ELECTRICAL UNE EX. SMH1 RIM=153.03 YARD \ SETBACK \I+ - — — T UNDERGROUND TELEPHONE LINE 8" INV. IN (SE)=1462' 4" INV. IN (NE)=145.5' 1 - G GAS LINE 8" INV. OUT (W)=145.3' I I - X — X FENCE EXISTING 12" D.I. WATER MAIN . � .. DRAINAGE SWAT£/DITCH � SMH2 — — EDGE OF STREAM i RIEX. I M=15fi.20' I I 8" INV. IN (E)=149.90' ----- STREAM BUFFER - 8INV. OUT (NW)=149.80' d CLASS II WETLAND EXISTING 24" HOPE ---------- CLASS II WEIIAND BUFFER DRAINAGE LINES YYYI EDGE OF WOODS EXISTING SIGN 1 DEODOI TREE n/f Shearer I ') I CONIFEROUS TREE North, LLC ) ( SEWER MANHOLE 1 �D DRAINAGE MANHOLE I k10 B ® DRAINAGE CATCH BASIN In I I HYDRANTtz aJ® I Z ® WATER VALVE PROJECT BENCHMARK - En C, O O � i NORTHEAST FLANGE BOLT ON xlZ I a POWER POLE HYDRANT ELEVATION = 155.74' ,.j MT GUY WIRE q }�a LIGHT POLE td O 0 C) 0 GAS VALVE C--TEST n/f Z 0 PIT OIL#2, LLC d PERCOLATION TEST J o / • IRON PIPE/ROD FOUND/SET EXISTING 60" .-. o CONCRETE MONUMENT FOUND CMP CULVERT I .... ) PROTECTBENCHMARK GENERAL NOTES 1 1) UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE OR REPRESENT ALL UTILITIES LOCATED UPON OR ADJACENT TO THE 11— \ \\ SITE SHOWN. EXISTING UTILITIES SHOWN ARE APPROXIMATE ONLY, THE CONTRACTOR SHALL CONTACT DIGSAFE (888-344-7233) 1 PRIOR TO CONSTRUCTION, FIELD VERIFY ALL UTILITY CONFLICTS AND REPORT THEM TO THE DESIGNER. ANY EXISTING UTILITIES I NOT INCORPORATED INTO THE FINAL DESIGN SHALL BE REMOVED OR ABANDONED AS INDICATED ON THE PLANS OR AS I I DIRECTED BY THE ENGINEER. % 1 2) THE CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK AND SHALL COORDINATE ALL REQUIRED INSPECTIONS. / 3) THE CONTRACTOR IS RESPONSIBLE FOR SAFE CONSTRUCTION OPERATIONS AND SHALL CONFORM TO ALL APPUCABLE �� REGULATIONS FOR SITE SAFETY. D \ 4) THE CONTRACTOR 6 RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL APPUCABLE EROSION CONTROL MEASURES. REFER TO THE MOST RECENT PUBLICATION OF THE STATE OF VERMONT EROSION CONTROL HANDBOOK. 5) THE CONTRACTOR SHALL NOTIFY THE DESIGNER OF ANY SITE CONDM ONS NOT REPRESENTED ON THE PLANS THAT INFLUENCE I THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. 6) THE CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS AS A DIRECT OR INDIRECT RESULT OF THE CONSTRUCTION TO THEIR ORIGINAL CONDITIONS. ALL GRASS LAWN AREAS SHALL HAVE A MINIMUM OF 4" OF TOP SOIL GRASS SEED AND MULCH INSTALLED AND BE MAINTAINED "I UNTIL PERMANENT VEGETATION IS ESTABLISHED. MAINTAIN ALL TREES OUTSIDE OF THE CONSTRUCTION LIMITS. 7) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK NECESSARY FOR COMPLETE AND OPERABLE FACILITIES AND UnUTIES. B) THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL ITEMS AND MATERIALS INCORPORATED INTO THE SITE WORK AND UTILITIES. WORK SHALL NOT COMMENCE ON ANY ITEM UNTIL SHOP DRAWING APPROVAL IS GRANTED. 9) IN ADDITION TO THE REQUIREMENTS IN THESE PL", THE CONTRACTOR SHALL COMPLETE THE WORK IN ACCORDANCE WITH ALL LOCAL AND STATE PERMIT CONDITIONS, AS WELL AS " THE MOST RECENT EDITION OF THE STATE OF VERMONT ENVIRONMENTAL PROTECTION RULES. UNLESS OTHERWISE NOTED, ALL MATERIALS. ITEMS AND INSTALLATION PROCEDURES SHALL ,CONFORM TO THE LATEST EDITION OF THE VERMONT AGENCY OF TRANSPORTATION'S (AOT) STANDARD SPECIFICATIONS FOR CONSTRl1MN. 10) THE TOLERANCE FOR ALL FINISHED GRADES SHALL BE 0.1 FEET. 11) THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AS -BUILT DRAWINGS WITHIN 10 DAYS FOLLOWING THE COMPLETION OF THE PROJECT. 12) EXISTING SITE, CONTOUR AND PROPERTY LINE INFORMATION BASED UPON A PLAN ENTITLED 'PLAT OF LANDS OF PIZZAGALU PROPERTIES, LLC - 1680 SHELBURNE ROAD, SOUTH BURUNGTON, VERMONT-, DATED DECEMBER, 2018 AND PREPARED BY VERMONT MAPPING & SURVEY CO., U.C. EXISTING SHELBURNE RD. UTILITY INFORMATION BASED UPON SHELBURNE RD. RECONSTRUCTION AS -BUILT PLANS PROVIDED BY THE CRAMPLAIN WATER DISTRICT AND SOUTH BURLINGTON PUBLIC WORKS DEPARTMENT. THE PROPERTY LINES, EASEMENTS, AND OTHER REAL PROPERTY DESCRIPTIONS PROVIDED IN THIS PERMIT APPLICATION ARE FOR PERMITTING PURPOSES ONLY. THEY DO NOT DEFINE LEGAL RIGHTS OR MEET LEGAL REQUIREMENTS FOR A LAND SURVEY AS DESCRIBED IN 26 V.SA & 2502(4), AND SHALL NOT BE USED IN LIEU OF A SURVEY AS THE BASIS OF ANY LAND TRANSFER OR ESTABLISHMENT OF ANY PROPERTY RIGHTS. THIS IS NOT A BOUNDARY SURVEY AND 6 NOT INTENDED 70 BE USED AS ONE 13) ELEVATIONS AND COORDINATES SHOWN ARE BASED UPON THE ABOVE REFERENCED PLAN. HORIZONTAL AND VERTICAL DATUM BASED UPON NAD83 AND NAVDB6, RESPECTIVELY. 14) WETLANDS DELINEATED BY GILMAN & BRIGGS ENVIRONMENTAL, INC. ON JUNE 20, 2014 AND FIELD LOCATED BY WILSON CONSULTING ENGINEERS, PLC ON SEPTEMBER 9, 2014, EX. 12" CMP n/f MDT INV,=15s.o'� Partnership, LLP EX. 12" CMP 10' ELEC./ INV. 157.2' TEL�/COMM. XI ESTING PAVED [e u[aR 10' SIDE YARD PARKING AREA �9 I - !' �.! i \ Il I Ere�no�'u I I!!I 17 !/ 1I �XISTINb ! 1 I I J (Ill l l 1 1 FIELD( ! 1 I 1 I I' I /rior) IiiZZagalli , / I 11 E! K Prdperties, LItC ! I I . I \ V. 1282, P j. 120T-123/ I EXIS� NG 1 �f1.0�Ac.1 J (�)EdS 111 III( Ill ¢i r' I 1 ))11 f�I EX.O4B2 / JI I� I I15" HpPE I V, IN (E)=1�9.6' 11 124" FIDPE If IN kN)=1�8.6' I II - IXlsnNc 1 \ 24' HDPE INV./OUT (SW)=y58.5 // ?KISTINC 8' yvC '0' SE WE BERV/M_:E / A IRIlhl ROW EIR r1r'rt3i=4L'l!'EASEMENT !}VN G I t n/f MDT Partnership, LLP DOONG PAVED I10' SIDE YARD PARKING AREA I' SETBACK ", , - _ 1 ////// 1 Z. m I rii�%a 1 CATAMOUNT I consulting eningeera, pllc n/f Thomas, a »eae a a as Chase OWNER: ——_� Pizzagalli Properties, LLC 462 Shelburne Rd., Suite 101 III Burlington, VT 05401 I I� Il li I APPLICANT: I I I I III r SeaComm Federal II ;� III Credit Union I I n/f Stonehenge 30 Steams St. I IIIII Investment MOssena, NY 13662 O1 � I�1 Corp., Inc.' lilily PROJECT: II hil SeaComm Federal II 1 ; Ili'Il Credit Union Il' I 30'REAR 1680 Shelburne Rd. I IIIYARD South Burlington, VT 05403 SE19A0C I I I III \ t6D.sJd JJ Ai 175-� �_) ' � �� 11 I I � J�'•rL —1 / - ;�-- __'' � r� pp�----III - m° n 't Pizzafblli R it III I Prwerties, \LLC 1 \ 1 1 IP\ $ate\\ y X X X R X EX. H�A�� �a 'C� / X X X X X 3ty� N\\\N s X X X % X 60' CAIP 11hZ�f' % X X X X X x X j`(.1 ij s'+"� X X % X X X J I BUFFER x X X X X X X X X1 x �➢& X X_X % % X \\ -® �a ®@ k—A )3-X X X X \\\I X% X\X X' x 'x X X X _ ®° ® a %�ffi i6 X X\Xr�i 3\d\may: z�=>,�-�\mssd%(�X X X 3i X . 4- % % X X 3sT1'X r� XL X X .9 X ie \X x lT48= re=X x )t r' X x X x X x X x x IX ��X X X X. X X X X X ➢ �X 9iC X X X X X 3f % X\ X X x X_ x. � .X X - �' i€ X X X �... ! x X X X X X X X X X X X x X X X x X X X' X 1 I \ Nss✓ J� 3bD' smEAMK 1 � 3( � jQ \ X� Y� ,� � /76 % ' x- X' 1 X, X eDFFER x x X � X X . qR,C M X X X i X X 94x \ �� �- �aF(' � X �\ i -r \ X x X ;Ot x 4 % X X X x \?( X X qpsi.. 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CLASS 11 ✓�•�/�!d' ��� l l I) I T\ \ \ 1 1 I J® \\e�., f✓''//�'®/J __. /ia — -11Efij9D BUFFER- 1'-4 I—i / // p / o J' I r I 1i T TIN I �� n/f Smart Suites, LLC SI I 1 I I ) I 1 p `10, i I / 10' SETBACK YARD SETBACK S, I I GRAPHIC SCALE ! % ro' I1IN FEET l L inch 40) rr_ r� �-- a; F I I \1 1 I 5• ; 1 \ i I n/f Lark 1 Inns, LP n/f Lark Inns, LP Overall Existing Conditions Site Plan I LUCA.NUN MAP - 1 - = Y2,000 I ❑ PREUMINARY ® FOR PERMITTING ❑ NOT FOR CONSTRUCTION f-1 FOR CONSTRUCTION C002 LEGEND ----985---- EXISTING CONTOUR 985 PROPOSED CONTOUR — — — — PROPERTY LINE — • — . — . — SETBACK LINE — EASEMENT LINE — — SS GRAVITY SEWER LINE — — ST STORM DMNACE LINE -- W WATER LINE — — OE OVERHEAD ELECTRICAL LINE — — UE UNDERGROUND ELECTRICAL LINE — — T UNDERGROUND TELEPHONE LINE — GAS UNE — X X — FENCE — . . .. — DRAINAGE SWALE/DITCH — — EDGE OF STREAM -..-..-..-..-..- STREAM BUFFER —...—...—...— CLASS II WETLAND ----"---'- CUSS II WETLAND BUFFER �VYV-Y1 EDGE OF WOODS DECIDOUOS TREE CONIFEROUS TREE ® SEWER MANHOLE DRAINAGE MANHOLE ® DRAINAGE CATCH BASIN HYDRANT ® WATER VALVE a POWER POLE GUY WIRE }F0 LIGHT POLE 0 CAS VALVE 45 TEST PIT a PERCOLATION TEST 0 / • IRON PIPE/ROD FOUND/SET o CONCRETE MONUMENT FOUND PROJECT BENCHMARK ROW 8 UDUTY NOTES: 1. COORDINATE All WORK WITHIN ROW WITH CITY OF SOUTH BURLNGTON PUBLIC WORKS AND THE VERMONT AGENCY OF TRANSPORTATION. 2. COORDINATE ALL WORK RELATED TO THE WATER SERVICE CONNECTION WITH CHAMPWN WATER DISTRICT. 3. COORDINATE ALL WORK RELATED TO THE GAS SERVICE CONNECTION WITH VERMONT GAS SYSTEMS. 4. COORDINATE ALL WORK RELATED TO THE ELECTRICAL, TELEPHONE AND COMMUNICATION CONNECTIONS WITH THE 'APPROPRIATE SERVICE PROVIDERS. of -9 A I I V 36 FROM YARD iSETBACK I I I GRAPHIC SCALE o ( IN FEET) aO 1 inch = M ZONING REQUIREMENTS ZONING DISTRICT: COMMERCIAL 2 (C2) OVERLAY DISTRICTS: TRAFFIC (ZONE 3). TRANSIT, STORMWATER MANAGEMENT PROPOSED USE: FINANCIAL INSTITUTION (PERMITTED USE) DIMENSIONAL REQUIREMENTS: ED REQUIRED EXISTING PROPOSED MIN. LOT SIZE ($F) - 40.000 43,550 43,560 MAX. BUILDING COVERAGE (%) - 40 0 8.0/11.5• I MAX. TOTAL LOT COVERAGE (%) - 70 0 53.8 MAX. FROM YARD COVERAGE (%) -- 30 0 5.4 MIN. FROM YARD SETBACK (FT) - 30 N/A 30 LANDSCAPE CALCULATIONS 1 MIN. SIDE YARD SETBACK (FT) - 10 N/A 35 MIN. REAR YARD SETBACK (FT) - 30 N/A 67 RED. TREES = 1 TREE/5 SPACES 0 19 SPACES = 4 TREES MAX. FLAT/PITCHED HEIGHT (FF) - 35/40 N/A <35 PROP. TREES- 4 TREES • BUILDING COVERAGE = 8.0%. BUILDING AND CANOPY COVERAGE = 11.5%. TRIP END CALCULATIONS PARKING REQUIREMENTS TRAFFIC OVERLAY: ZONE 3 PROPOSED USE: FINANCIAL INSTITUTION MAX. PEAR HOUR TRIP ENDS = 45 TRIPS/40,000 SF SPACES REG. = 3.6/1,000 SF 0 3,500 SF = 13 PARKING SPACES RED. MAX PEAR HOUR TRIP ENDS = (398,271/40,000) X 45 SPACES PROP. = 20 PARKING SPACES PROP, MAX PEAK HOUR TRIP ENDS - 448 TRIPS ACCESSIBLE SPACES RED. _ [0-25 SPACES] = 1 ACC. SPACES REO. ACCESSIBLE SPACES PROP. = 1 ACC. SPACES PROP. (VAN ACC.) EXISTING PEAT( HOUR TRIP ENDS ALLOCATED TO PUD = _ FIFE DESIGNATION - APARTMENT (LAND USE CODE 220) - PEAK HOUR B/W 4-6 PM ' DESIGN FLOW CALCULATIONS - TOTAL TRIPS - 0.55 (X) + 17.65. WHERE X - UNITS - TOTAL TRIPS = 0.55 (63) + 17.65 = 52.3 = 53 TRIPS PROPOSED WATER DEMAND: PROPOSED PEAK HOUR TRIP ENDS = - 10 EMPLOYEES 0 15 GPD/EMPLOYEE = 150 GPO - ITE DESIGNATION - DRIVE IN BANK (LAND USE CODE 912) - LESS LOW FLOW FIXTURE CREDIT (10%) = -15 GPD - PEAT( HOUR B/W 4-6 PM - TOTAL PROP. WATER DEMAND = 150 GPD - 15 GPD = 135 GPD - TOTAL TRIPS = 20.45 (X), WHERE X = 1,000 SF GFA - TOTAL TRIPS - 20.45 (3.5) - 72 TRIPS PROPOSED WASTEWATER FLOW: - 10 EMPLOYEES 0 15 GPD/EMPLOYEE - 150 GPD TOTAL PROPOSED TRIPS FOR PUD = - LESS MUNICIPAL CONNECTION CREDIT (20%) = -30 GPD - EX. TRIPS + PROP. TRIPS - 53 + 72 = 125 TRIPS - TOTAL PROP. WASTEWATER FLOW - 150 GPD - 30 GPD - 120 GPD - PROPOSED 125 TRIPS < 448 TRIPS ALLOWED - F X X X X X X x 50' X X %_\ X X xN'rA` -- X X X X x X X X 4' BUFFSTRER X X X X X %' ➢( X X X `�% X X X �. ,' �'�X �..._ . 50' STREAM X X � /- X X X _ \ t.- BUFFER X X X �R� x% x x Yd X \ X X X \fTT eR� .k X % X x iN X X , + X X X X X ZZ.00Ar �::. X' X X X X X CLASS II -'X'. X X X X k� 4/X X v WETLAINDS, iC X % X, X X X X X X X X \ \ ..9 X11 -X �-Yd V_.---rT.Xy X�Xy> rX y X�Yi ss-- �n I n CATAMOUNTCe, OWNER: Pizzagalli Properties, LLC 462 Shelburne Rd., Suite 101 Burlington, VT 05401 APPLICANT: SeaComm Federal Credit Union 30 Stearns St. Mossena, NY 13662 PROJECT: SeaComm Federal Credit Union 1680 Shelburne Rd. South Burlington, VT 05403 SHEET TITLE: Overall Proposed Conditions Site Plan SOU � 'GT 7 A LOCATION MAP 1 = t2 000 0 PRELIMINARY ® FOR PERMITTING © NOT FOR CONSTRUCTION Q FOR CONSTRUCTION PROJECT NO.: 18030 DATE: NOVEMBER 14 2018 SCALE: 1" = 40' REV. NO. DESCRIPTION DATE 1 GENER4L REV510N5 1 11 19 2 ADDED ROOT DRANS 3 5 19 3 4 5 6 7 8 9 1 SHEET NUMBER: C003 LEGEND ----985---- EXISTING CONTOUR 985 PROPOSED CONTOUR / — - - — PROPERTY LINE - — — — SETBACK LINE N / - - - - - — EASEMENT LINE I — — SS GRAVITY SEWER LINE I — — ST STORM DRAINAGE UNE I — — W WATER LINE — — OE OVERHEAD ELECTRICAL UNE I — — UE UNDERGROUND ELECTRICAL LINE — — T UNDERGROUND TELEPHONE LINE I / — G GAS LINE I X — X — FENCE I .. � .. DRAINAGE SWALE/DRCH — — EDGE OF STREAM = I - - --- - STREAM BUFFER I I —...—...—...— CLASS II WETLAND --.—...—_.—...--- CLASS 11 WETLAND BUFFER II �VYYV1 EDGE OF WOODS )Y DECIDOUOS TREE I I CONIFEROUS TREE SEWER MANHOLE I� DRAINAGE MANHOLE ® DRAINAGE CATCH BASIN HYDRANT ® WATER VALVE POWER POLE GRAPHIC SCALE o � GUY WIRE kEo LIGHT POLE ( IN PEST ) ® GAS VALVE I inch - 20 YL I TEST PIT %j PERCOLATION TEST PROJECT BENCHMARK EROSION PREVENTION & SEDIMENT CONTROL NOTES I 1. IN ADDITION TO THE PLANS, DETAILS AND SPECIFICATIONS IN THESE PUNS, ALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE VERMONT STANDARDS AND SPECIFICATIONS FOR EROSION PREVENTION AND SEDIMENT CONTROL FOR LOW RISK PROJECTS SUBJECT TO STATE GENERAL CONSTRUCTION PERMIT 3-9020. 2. THE DISCHARGE OF SEDIMENT LADEN WATER FROM THE PROJECT SITE IS PROHIBITED. ALL DISCHARGED WATER FROM DEWATERING OPERATIONS SHALL DISCHARGE INTO A TEMPORARY SEDIMENT CONTROL TRAP OR SEDIMENTATION BASIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES UNTIL THE PROJECT IS COMPLETE. 3. THE CONTRACTOR SHALL LIMIT SOIL DISTURBANCE AND SEEDING APPLICATION DATES TO BETWEEN APRIL 15TH AND OCTOBER 15TH. IF SOIL DISTURBANCE OCCURS LATER THAN OCTOBER 15TH OR PRIOR TO APRIL 151H, WINTER EROSION CONTROL MEASURES WILL BE NECESSARY. THE CONTRACTOR SHALL CONSULT WITH THE ENGINEER FOR ADDITIONAL SPECIFIC WINTER EROSION CONTROL MEASURES. T q 4. ALL STOCKPILE MATERIAL (TOPSOIL, BORROW, ETC.) SHALL HAVE SILT FENCE CONSTRUCTED AROUND THE PERIMETER. SEED AND MULCH STOCKPILED MATERIAL AS SOON AS POSSIBLE TO PREVENT SOIL EROSION AND SEDIMENTATION OFF SITE. LOCATE STOCKPILES ON THE UPHILL SIDE OF THE DISTURBED AREAS, IF POSSIBLE. DURING WINDY CONDITIONS, STOCKPILED MATERIAL SHALL BE COVERED OR WATERED APPROPRIATELY TO PREVENT WIND EROSION. 5. SLOPES GREATER THAN 3H:1V SHALL HAVE EROSION CONTROL MATTING INSTALLED TO STABILIZE THE SLOPE AND REDUCE THE POTENTIAL FOR EROSION. INSTALL MATTING OVER MULCHED SLOPES SO THAT ALL PARTS ARE IN CONTACT WITH THE SOIL AND MULCH, PIN NETTING WITH WIRE STAPLES 3, O.C. TO ENSURE FULL BONDING WITH SOIL SURFACE. 6. INSTALL STONE CHECK DAMS IN GRASS LINES SWALES 50' O.C. TO PREVENT SILT FROM WASHING INTO THE DRAINAGE SYSTEM DURING CONSTRUCTION. STONE CHECK DAMS SHALL OL REMOVED WHEN PERMANENT VEGETATION IS ESTABLISHED. 7. CONTROL DUST THROUGH THE APPLICATION OF WATER. THE AMOUNT OF APPLICATIONS AND AMOUNT OF DUST CONTROL SHALL BE BASED UPON FIELD AND WEATHER CONDITIONS. IT SHALL BE SPREAD IN SUCH A MANNER AND BY SUCH DEVICES THAT UNIFORM DISTRIBUTION IS ATTAINED OVER THE ENTIRE AREA ON WHICH IT IS PLACED. 8. AS SOON AS CONSTRUCTION IS COMPLETED IN A GIVEN AREA, IT SHALL BE TOPSOLED, SEEDED. FERTILIZED AND MULCHED. REFER TO THE y..,..1 LANDSCAPING PLANS FOR SOT, SEED AND FERTILIZER REQUIREMENTS. I �J 9. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY, AND AFTER PERIODS OF HEAVY RAIN, AND REPAIRED AND/OR REPLACED AS NEEDED. STONE CONSTRUCTION ENTRANCES SHALL BE TOP DRESSED WITH ADDITIONAL STONE SHOULD THE EXISTING STONE BECOME CLOGGED WITHp - SEDIMENT. C" 10. THE PROJECT SHALL HAVE A MAXIMUM OF FOURTEEN (14) CONSECUTIVE DAYS OF DISTURBED EARTH EXPOSURE IN ANY LOCATION BEFORE TEMPORARY OR FINAL STABIUZARON IS IMPLEMENTED. MULCH IS SUBJECT TO WIND ACTION AND MAY REOUIRE ANCHORING AS THE WEATHER CONDITIONS WARRANT. = � 11. FOR ALL INFILTRATION TREATMENT PRACTICES, UPSTREAM OONSIRUCTION SHALL BE COMPLETED AND STABILIZED PRIOR TO PUTTING THE INFILTRATION I!W TREATMENT PRACTICE INTO USE. TREATMENT AREAS FOR INFILTRATION PRACTICES SHALL BE INSPECTED AND MAINTAINED AT LEAST ONCE PER YEAR TO ENSURE EXCESSIVE SEDIMENT BUILD UP DOES NOT OCCUR. THIS INCLUDES CATCH BASIN SUMPS, FOREBAYS, FILTER STRIPS AND PEA GRAVEL DIAPHRAGMS. G1GJ LY. 12. IF, DUE TO THE PROJECT SCHEDULE, CONSTRUCTION DARING THE WINTER MONTHS IS NECESSARY, THE CONTRACTOR SHALL FOLLOW WINTER CONSTRUCTION PROCEDURES AT A MINIMUM, BUT NOT LIMPED TO, THE FOLLOWING: A. MINIMIZE DISTURBANCE BETWEEN OCTOBER 15TH AND APRIL 15TH; B. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO THE GROUND FREEZING.; C. MULCH SHALL BE APPLIED TO AL DISTURBED AREAS I �� AT "A RATE OF 90 LBS. PER 1,000 SF. THE CONTRACTOR SHALL MAINTAIN ALL AREAS THAT ARE MULCHED UNTIL PERMANENT VEGETATION IS ESTABLISHED. \ -�T \ i J� pf $OIL TYPE. _ r CLASSIFlC�PON AND UI5 C-) N _ ! Ir 1 I \ 1 \ I 1 I.IF i— —SS INSTALL PROJECT DEMARCATION FENCE PRIOR TO CONSTRUCTION AND MYVNTAN UNTIL PROJECT APPROXIMATE PROJECT LIMITS COMPLETION. C91/1. VERB I r/ I/ I a I \I r/X I� I 175 / I I � I 1�• � fly I �D) f//EwA (C)I i / 1l i I� I RDLJ I - I INSTALL SILT)FENCE DOWN SLOPE OF ALL j EARTH DISTURBANCE PRIOR Td I f �I I I I ❑ CONSTRUCTI N. MAINTAIN THRQUGHOUT TOP SOIL 510 I f y, CONSTRUCTION AND UNTIL P MANENT CKPLE. INSTALL / ■ Y VEGUATI IS ESTABUSHED. C401/2. I D AWNTAIN SIFT FENCE AROUND I I I OYMSLOPE PE�JMETER. C401/4.) ❑ { �, I I I 1If-- ETWA (C) 1L EXISTING f' 1 INSTALL 50 STONE CO UCTION / / I f CCATAMOUNT sonsunisg aninB aerc. eoa.��K OWNER: INSTALL STO)lE CHECK DAMS 1R 1 POOL 1 \ IT 1 I UPON COMPLETION OF / E PRIOR TO CONSTRUCEN7N. I 1 CONSTRUCTION OF SWALE MNNfAN ii1DHHHiROUGHOUT I ❑� 11 I EXIS1 MUNTC0qSAINyy TJHROUGHOUT N AND I GowsTauqfloN. cw1/3.I I APARTI CONII / PERMANENT VEGETATION dS I i I I . / EST ISHED. C401/5. ! / to TENT RARY I I I S{ I fI / 1� I` I /' O AREA 00 N / �5 / o \r1 ri I It WA wp — I I r i / 76 y/ rO1/ 1 o Pizzagalli Properties, LLC 462 Shelburne Rd., Suite 101 Burlington, Vf 05401 SeaComm Federal Credit Union 30 Stearns St. Massena, NY 13662 SeaComm Federal Credit Union 1bdO Shelbume Rd. South Burlington, VT 05403 Erosion Control Plan IJ PRELIMINARY ® FOR PERMITTING NOT FOR CONSTRUCTION i I FOR CONSTRUCTION SHEET NUMBER: \\�_ xxxxxxxxxx } C101 LEGEND ----985---- EXISTING CONTOUR 985 PROPOSED CONTOUR -- — — — PROPERTY LINE — . — . — . — SETBACK LINE ' — — — — — — — EASEMENT LINE GRAVITY SEWER LINE — ST STORM DRAINAGE LINE W WATER LINE — — OE OVERHEAD ELECTRICAL LINE — — LE UNDERGROUND ELECTRICAL LINE T UNDERGROUND TELEPHONE LINE l — — G GAS LINE — X — X — FENCE — 4 DRAINAGE SWALE/DITCH .. — .. — EDGE OF STREAM i ... —.. —..—.. —..— STREAM BUFFER —...—...—...— CUSS II WETLAND CLASS II WEILAND BUFFER f YYYv� EDGE OF WOODS DECIDOUOS TREE I CONIFEROUS TREE SEWER MANHOLE DRAINAGE MANHOLE ® DRAINAGE CATCH BASIN HYDRANT ® WATER VALVE a POWER POLE GRAPHIC. SCALE GUY WIRE m .p LIGHT POLE ( IN FEET ) ® GAS VALVE I inch - 20 fL l 0/0 IRON PIPE/ROD FOUND/SET o CONCRETE MONUMENT FOUND 0 PROJECT BENCHMARK EROSION PREVENTION & SEDIMENT CONTROL NOTES l 1. IN ADDITION TO THE PLANS, DETAILS AND SPECIFICATIONS IN THESE PUNS. ALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE VERMONT STANDARDS AND SPECIFICATIONS FOR EROSION PREVENTION AND SEDIMENT CONTROL FOR LOW RISK PROJECTS SUBJECT TO STATE GENERAL CONSTRUCTION PERMIT 3-9020. 2. THE DISCHARGE OF SEDIMENT LADEN WATER FROM THE PROJECT SITE S. PROHIBITED. ALL DISCHARGED WATER FROM DEWATERING OPERATIONS SHALL DISCHARGE A TEMPORARY SEDIMENT CONTROL TRAP R SEDIMENTATION IN THE RESPONSIBLE N INTOOL 0 SED E ON BASIN. E CONTRACTOR SHALL BE TIES 0 5 BILE FOR INSPECTING AND l MAINTAINING ALL EROSION CONTROL MEASURES UNTIL THE PROJECT IS COMPLETE. 3. THE CONTRACTOR SHALL LIMIT SOIL DISTURBANCE AND SEEDING APPLICATION DATES TO BETWEEN APRIL 15TH AND OCTOBER 15TH. F SOIL l DISTURBANCE OCCURS LATER THAN OCTOBER 15TH OR PRIOR TO APRIL 15TH, WINTER EROSION CONTROL MEASURES WILL BE NECESSARY. THE CONTRACTOR SHALL CONSULT WITH THE ENGINEER FOR ADDITIONAL SPECIFIC WINTER EROSION CONTROL MEASURES. 4. ALL STOCKPILE MATERIAL (TOPSOIL, BORROW, ETC.) SHALL HAVE SILT FENCE CONSTRUCTED AROUND THE PERIMETER. SEED AND MULCH STOCKPILED MATERIAL AS SOON AS POSSIBLE TO PREVENT SOIL EROSION AND SEDIMENTATION OFF SITE LOCATE STOCKPILES ON THE UPHILL SIDE OF THE DISTURBED AREAS, IF POSSIBLE. DURING WINDY CONDIFONS, STOCKPILED MATERIAL SHALL BE COVERED OR WATERED APPROPRIATELY TO PREVENT WIND EROSION. l 5. SLOPES GREATER THAN 3H:1V SHALL HAVE EROSION CONTROL MATUNG INSTALLED TO STABILIZE THE SLOPE AND REDUCE THE POTENTIAL FOR EROSION. INSTALL MATTING OVER MULCHED SLOPES SO THAT ALL PARTS ARE IN CONTACT WITH THE SOIL AND MULCH. PIN NETTING WITH WIRE STAPLES 3' O.C. TO ENSURE FULL BONDING WITH SOIL SURFACE 6. INSTALL STONE CHECK DAMS IN GRASS LINES SWALES 50' O.C. TO PREVENT SILT FROM WASHING INTO THE DRAINAGE SYSTEM DURING CONSTRUCTION. l STONE CHECK DAMS SHALL BE REMOVED WHEN PERMANENT VEGETATION IS ESTABLISHED, 7. CONTROL DUST THROUGH THE APPLICATION OF WATER. THE AMOUNT OF APPLICATIONS AND AMOUNT OF DUST CONTROL SHILL BE BASED UPON FIELD l AND WEATHER CONDITIONS. IT SHALL BE SPREAD IN SUCH A MANNER AND BY SUCH DEVICES THAT UNIFORM DISTRIBUTION IS ATTAINED OVER THE ENTIRE AREA ON WHICH IT IS PLACED. B. AS SOON AS CONSTRUCTION IS COMPLETED IN A GIVEN AREA, IT SHALL BE TOPSOILED, SEEDED, FERTILIZED AND MULCHED. REFER TO THE LANDSCAPING PUNS FOR S014 SEED AND FERHUZER REQUIREMENTS. 9. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY, AND AFTER PERIODS OF HEAVY RAIN, AND REPAIRED AND/OR REPLACED AS l NEEDED. STONE CONSTRUCTION ENTRANCES SHALL BE TOP DRESSED WITH ADDITIONAL STONE SHOULD THE EXISTING STONE BECOME CLOGGED WITH SEDIMENT. 10. THE PROJECT SHALL HAVE A MAXIMUM OF FOURTEEN (14) CONSECUTIVE DAYS OF DISTURBED EARTH EXPOSURE IN ANY LOCATION BEFORE TEMPORARY OR FINAL STABILIZATION IS IMPLEMENTED. MULCH 1S SUBJECT TO WIND ACTION AND MAY REQUIRE ANCHORING AS THE WEATHER CONDITIONS WARRANT. "' FOR ALL INFILTRATION TREATMENT PRACTICES, UPSTREAM CONSTRUCTION SHALL BE COMPLETED AND STABILIZED PRIOR TO PUTTING THE INFILTRATION TREATMENT PRACTICE INTO USE. TREATMENT AREAS FOR INFILTRATION PRACTICES SHALL BE INSPECTED AND MAINTAINED AT LEAST ONCE PER YEAR TO ENSURE EXCESSIVE SEDIMENT BUILD UP DOES NOT OCCUR. THIS INCLUDES CATCH BASIN SUMPS, FOREBAYS, FILTER STRIPS AND PEA GRAVEL DIAPHRAGMS. 12. IF, DUE TO THE PROJECT SCHEDULE, CONSTRUCTION DURING THE WINTER MONTHS IS NECESSARY, THE CONTRACTOR SHALL FOLLOW WINTER CONSTRUCTION PROCEDURES AT A MINIMUM, BUT NOT LIMITED TO, THE FOLLOWING: A MINIMIZE DISTURBANCE BETWEEN OCTOBER 15TH AND APRIL 15TH; B. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO THE GROUND FREEZING.; C. MULCH SHALL BE APPLIED TO ALL DISTURBED AREAS AT A RATE OF 90 LES. PER 1,000 SF. THE CONTRACTOR SHALL MAINTAIN ALL AREAS THAT ARE MULCHED UNTIL PERMANENT VEGETATION IS l ESTABLISHED. G151k 1` POSED FOUNDARINN BRAIN / I SYSTEM. RE TO FOUNDATION S FOR J .. �j 1 1` �I, I I REFER TO PLAN II SHEET SP102 FOR ADA ACCESSIBLE ROUIE PLAN AMID SIDEWALK GRADING DETIALS i� �PROPOSED I SI'IN.E. 1 ,Cox. 111 1� lr^ � � I I ri ®°�� I W ALL SLOPES EQUAL TG OR GREATER THAN 3:1 sKAU BE STABILIZED WITH EROSION CONTROL MATTING (TYP.) ALL DISTURBED AREAS, UPON COMPLETION OF PROPOSED POURED CONCRETE RETAINING WALL PROPOSED GRASS SWALE. FINAL GRADING, SKILL IMMEDIATELY BE OR APPROVED EQUAL REFER TO STRUCTURAL SLOPE=1.0%. STABIUZED WITH 4- OF TOPSOIL, SEED, PLANS FOR DETAILS. BOTTOM OF WALL TO BE PROPOSED STONE CONVEYANCE FERTIUZER AND MULCH, MAINTAIN UNTIL PERMANENT VEGETATION IS ESTABLISHED. A MIN. OF 5' OFF PROPERTY LINE. GUARDRAIL TO BE INSTALLED IN FRONT OF WALL. PAD (6 TYP.). C402/7. REFER TO LANDSCAPING PUNS FOR TOPSOIL, COORDINATE WITH MANUFACTURERS. PROPOSED PARKING UNDENDRAIN l SEED AND FERRUZER REQUIREMENTS. SYSTEM (TYP.). C404/5. l PROPOSED ROOF DRAM / CLENIIoff. fN.p.0'. 0 I ' I I ' PROP05ED 13.500 SF FFE=1626' _ PROPOSED ROOF DRAIN CLEAN OUT. INV. 160.4'. ' ' PROP. FIST 1I a 1 . N (15' HDPE)x1592' 62 /PROPOSED 6' STIR 35 PVC ROOF DRAIN TO DAYLIGHT AT NRI IRA ON FaRFRAY I \ I Sn I � / 1 o, 6T CFI 0 '10 ti ' 15� PROPosFn RHO E „ IS 161 �.. kv / I / I PROJECT. MARK WEIDJp� IAwcE T ELEV. 155.74' a'� 1 4-1 m — r=_ 175 — oR�uNEr/o�/Ae/CuT�Q()(/Y/pI, I / ALL SSu(PFF/ EEOU tl OR) STA�UZBD Y4fM B1 CON n I / I I 1 /1- �-765 7 TIE INTO DWNCI,pc y PANAGE TV fIINV.=t158.6� I - I —G EXISTING POOL EXI APAF G� ! x _-ice .X. X x x x x x x x x- x x\\\\ x x x x x x}}�.1 CATAMOUNT n ultinq aningBer;pile esmr : a�or��i aae OWNER: Pizzagolli Properties, LLC 462 Shelburne Rd., Suite 101 Burlington, VT 05401 APPLICANT: SeaComm Federal Credit Union 30 Stearns St. MQssenl}, NY 13662 SeaComm Federal Credit Union 1680 Shelburne Rd, South Burlington, Vf 05403 u Site Grading Plan I ILIN MAI' 1 = t2,I PRELIMINARY ® FOR PERMITTING NOT FOR CONSTRUCTION R FOR CONSTRUCTION C201 LEGEND ----9a5---- EXISTING CONTOUR 985 PROPOSED CONTOUR — - - PROPERTY LINE — . — . — . — SETBACK LINE - - - - - - - EASEMENT LANE — — SS GRAVITY SEWER LINE -- — ST STORM DRAINAGE LINE — W WATER LINE — — OE OVERHEAD ELECTRICAL UNE — — UE UNDERGROUND ELECTRICAL LINE — T UNDERGROUND TELEPHONE LINE — O CAS LINE — X — X — FENCE — .. .. DRAINAGE SWALWRCH — .. — .. EDGE OF STRUM -..-..-..---..- STREAM BUFFER —...—...—...— CLASS II WETLAND CLASS II WERM BUFFER r-v i� EDGE OF WOODS DECIDOUOS TREE CONIFEROUS TREE 5 SEWER MANHOLE �D DRAINAGE MANHOLE ® DRAINAGE CATCH BASIN HYDRANT ® WATER VALVE a POWER POLE GUY WIRE } LIGHT POLE ® GAS VALVE 0 TEST PIT S PERCOLATION TEST 0/0 IRON PIPE/ROD FOUND/SET o CONCRETE MONUMENT FOUND .PROJECT BENCHMARK CONNECT TO DUSTING 6' PE GAS MAIN LINE WITH 1' PE TEE AND VALVE REPAIR SIDEWALK _ AS NECESSARY. COORDINATE ALL WORK WITH LOCAL SERVICE PROVIDER C403/7. CONNECT TO EXISTING 12' OJ. WATER AWN LINE WITH 1' _ COPPER WATER SERVICE WET TAP AND CURB STOP. C403/2. L.S. 24+05 RT PROPOSED 10' WIDE CONCRETE STEPS. HANDRAIL TO BE. INSTALLED AT CENTER OF STEPS. REFER TO STRUCTURAL PLANS FOR DETAILS. TIE INTO DUSTING CONCRETE L.S. 23+75 RT SIDEWALK C402/3. PROPOSED GROUND MOUNTED SIGN. REFER TO ARCHIIECIURAL PLANS FOR DETAILS TIE INTO DUSTING SEWER SERVICE STUB WITH NEW 4' SDR 35 INC. SLOPE = 1/4' PER 1' MIN. CONFIRM _ SIZE, LOCATION, INVERT AND CONDITION WITH ENGINEER PRIOR TO CONSTRUCTION. C403/4. PROPOSED CONCRETE HANDICAP SPACE AND ACCESS AISLE SEE _ PLAN SHEET SP102 FOR ADA ACCESSIBLE ROUTE PLAN DETAILS 1 I ROW k UTILITY NOTES: 1. COORDINATE ALL WORK WITHIN ROW WITH CRY OF SOUTH SURUNGTON PUBLIC WORKS AND THE VERMONT AGENCY OF TRANSPORTATION. 2. COORDINATE ALL WORK RELATED TO THE WATER SERVICE CONNECTION WITH CHAMPWN WATER DISTRICT. 3. COORDINATE ALL WORK RELATED TO THE GAS SERVICE CONNECTION WITH VERMONT GAS SYSTEMS 4. COORDINATE ALL WORK RELATED TO THE ELECTRICAL, TELEPHONE AND COMMUNICATION CONNECTIWIN H THE APPROPRIATE SERVICE PROVIDERS. GRAPHIC SCALE 1 ( IN FEET ) inch 20 fi ZONING REQUIREMENTS = ZONING DISTRICT: COMMERCIAL 2 (C2) OVERLAY DISTRICTS: TRAFFIC (ZONE 3). TRANSIT, STORMNATER MANAGEMENT PROPOSED USE: FINANCIAL INSTITUTION (PERMITTED USE) DIMENSIONAL REQUIREMENTS: REQUIRED EXISTINGPAR ,POSED MIN. LOT SIZE (SF) -, 40,000 43,560 43,560 MAX. BUILDING COVERAGE (%) - 40 D 8.0111.5' MAX. TOTAL LDT COVERAGE (%) -- 70 0 53.8 MAX. FROM YARD COVERAGE (%) - 30 0 5.4 MIN. FROM YARD SETBACK (FT) - 30 N/A 30 MIN. SIDE YARD SETBACK (F0 - 10 N/A 35 MIN. REAR YARD SETBACK (FT) - 30 N/A 67 MAX. FLAT/PITCHED HEIGHT (TV) - 35/40 N/A <35 BUILDING COVERAGE = 8.0%, BUILDING AND CANOPY COVERAGE = 11.5%. PARKING REQUIREMENTS PROPOSED USE: FINANCIAL INSTITUTION SPACES RED. = 3.6/1,ODO SF 0 3,50D SF = 13 PARKING SPACES RED. SPACES PROP. = 20 PARKING SPACES PROP. ACCESSIBLE SPACES RED. = [0-25 SPACES] = 1 ACC. SPACES RED. ACCESSIBLE SPACES PROP. = 1 ACC, SPACES PROP. (VAN ACC.) DESIGN FLOW CALCULATIONS PROPOSED WATER DEMAND: - 10 EMPLOYEES 0 15 GPD/EMPLOYEE = 150 GPD - LESS LOW FLOW FIXTURE CREDIT (10%) = -15 GPD - TOTAL PROP. WATER DEMAND = 150 GPD - 15 GPD = 135 GPD PROPOSED WASTEWATER FLOW: - 10 EMPLOYEES ® 15 GPD/EMPLOYEE = 150 GPD - LESS MUNICIPAL CONNECTION CREDIT (20%) - -30 GPD - TOTAL PROP. WASTEWATER FLOW = 150 GPO - 30 GPD = 120 GPD LANDSCAPE CALCULATIONS RED. TREES - 1 TREE/5 SPACES 0 19 SPACES - 4 TREES PROP. TREES = 4 TREES TRIP END CALCULATIONS TRAFFIC OVERLAY: ZONE 3 MAX. PEAK HOUR TRIP ENDS = 45 TRIPS/40,000 SF MAX. PEAK HOUR TRIP ENDS = (398,271/40,000) x 45 MAX. PEAK HOUR TRIP ENDS = 448 TRIPS EXISTING PEAK HOUR TRIP ENDS ALLOCATED TO PUD = - DE DESIGNATION - APARTMENT (LAND USE CODE 220) - PEAK HOUR B/W 4-6 PM - TOTAL TRIPS = 0.55 (X) + 17.65, WHERE X = UNITS - TOTAL TRIPS = 0.55 (63) + 17.65 = 52.3 = 53 TRIPS PROPOSED PEAT( HOUR TRIP ENDS = - DE DESIGNATION - DRIVE IN BANK (LAND USE CODE 912) - PEAK HOUR B/W 4-6 PM - TOTAL TRIPS = 20.45 (X), WHERE X = 1.000 SF GFA - TOTAL TRIPS = 20.45 (35) = 72 TRIPS TOTAL PROPOSED TRIPS FOR PUD = - EX. TRIPS + PROP. TRIPS = 53 + 72 = 125 TRIPS - PROPOSED 125 TRIPS 4 448 TRIPS ALLOWED �- —SS PROPOSED DRAINAGE COLLECTION SYSTEM. SEE GRADING PLAN SHEET C201 FOR C DRAINAGE . INFORMATION. IJ,J L W PROPOSED UNDERGROUND ELECTRICAL, PROPOSED MECHANICAL TELEPHONE AND COMMUNICATIONS PAD ENCLOSURE ON - SERVICES. COORDINATE CONDUIT CONCRETE PAD. REFER REQUIREMENTS WITH LOCAL SERVICE TO STRUCTURAL PLANS PROVIDERS C403/6. FOR DETAILS. /�— LIE _ ±21 lrF 30' FRONT YARD SETBACK PROPOSED POURED CONCRETE RETAINING WALL OR APPROVED EQUAL REFER TO STRUCTURAL PLANS FOR DETAILS. BOTTOM OF WALL TO BE PROPOSED STONE CONVEYANCE A MIN. OF 5' OFF LINE. GUARDRAIL//- r PAD (6 TYP.). C402/6. FRONT TO BE INSTALLED ONN FROM OF WALL COORDINATE WITH MANUFACTURERS PROPOSED PARKING UNDERDRAIN SYSTEM. C404/5. — ST SIDE \ j):TBACK - - U E— _ _ PROPOSED DRN'E THRU CANOPY 51,500 SF PROPOSED CONCRETE DRIVE THROUGH PAD. REFER TO - STRUCTURAL PUNS FOR DETAILS. 12'--12'- 24`'' -L •I I PROAOSFD FOUNDATION I PROPOSED DRAIN, SEE FOUNDATION PAVED DRIVE PLANS. SLAG POLE S PROPOSED F NJ p BASES (3 TYP.). C402/1D. 0 THRU AREA, C402/1. PROPOSED UO NOT ENTER' -1( PROPOSED BIKE..` SIGN 2 TYP. ) /SS/ PARKING. C402/9. 1 PROPOSED 5' CONCRETE PROPOSED PAVED PARKING HANP ED SIDEWALK (TYP.). C402/4. AREA PARKING C4a2/1. SIGN. 24 PROpMEO CONCRDE 10' 1I1 CURB (TYP.). C402/5. TYP I 24 -\ SS —± 18 SS— Dec/� \ c \ ST / it ±81.5 F— — PROPOSED DRAINAGE COLLECTION SYSTEM. SEE GRADING PLAN SHEET C201 FOR DRAINAGE INFORMATION. II m I11 RD — — 30' REAR �- YARD SETBACK I I� EXISTING m POOL .I �o I a I_l I,LI 1v. i'J\ \ PROPOSED FENCED TIE INTO DUSTING TRASH/RECYCLNG DRAINAGE UNE ENCLOSURE ON C404/1. CONCRETE PAD. C412/11. TIE INTO EXISTING PAVENEM AND CURBING -- \ (TYP.). C402/2 —G _ — — ST I� D)\ W W YO , :7 —r r x x -x-- .x.- \ i x x x x x x - x--x x x x x x 11 x 11 x x 11 x 11 x 11 11 x \ CATAMOUNT u hinge ingee e, pllc Pizzagalli Properties, LLC 462 Shelburne Rd., Suite 101 Burlington, VT 05401 SeaComm Federal Credit Union 30 Stearns St. Massena, NY 13662 SeaComm Federal Credit Union 1680 Shelburne Rd. South Burlington, Vf 05403 SHEET TITLE: Site Utilities Plan ❑ PRELIMINARY ® FOR PERMITTING ❑ NOT FOR CONSTRUCTION n FOR CONSTRUCTTaN C301