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Home My WebLink AboutSD-19-08 - Supplemental - 1680 Shelburne Road (38)Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. W J z O W J ry w (3 z a 0 Q _J z 0 Y z __J Q z 0 Of 0 z Q W Q _J 0- (10 F- Q F— ry w U N M REFERENCES N 4 d: NOTES �.. 1) BEARINGS ARE BASED ON VERMONT STATE PLANE GRID DERIVED FROM GNSS OBSERVATIONS TAKEN AT THE TIME OF THIS SURVEY. 2) EASEMENTS, OTHER THAN DEPICTED HEREON, MAY EXIST.: ;:• .`l. SITE •m WiM 3) NO ENCROACHMENTS WERE OBSERVED.,__ [` E, 4) CONCRETE SIDEWALK IS COMPLETELY OUTSIDE OF THE 50' RIGHT—OF—WAY AS DESCRIBED IN REFERENCE #1. 5) REFERENCE #1 DEPICTS ANGLE POINTS IN THE NORTHERLY, EASTERLY, AND SOUTHERLY LINES OF PROPOSED LOT 1 THEREON. THE LINES WERE ORIGINALLY SUBDIVDED AND DEEDED WITHOUT SAID ANGLE POINTS IN REF. #2 #5 & #6. THIS SLIGHTLY AFFECTS THE NORTHERLY LINE OF THE SUBJECT PARCEL OF THIS SURVEY, PLACING THE LINE +/-0.1 FEET SOUTHERLY OF ITS ORIGINAL SURVEYED LOCATION, AS DEPICTED AND DESCRIBED IN REF. #2, #5, & #6. THE LINES SHOWN HEREON ARE CORRECTED FOR THIS. 'f:,., i 'r �,, -_� %j� 6 SUBJECT TO AND BENEFITTED BY EASEMENTS FOR INGRESS AND EGRESS OVER THE 50' AND 40' RIGHT—OF—WAYS, AS SHOWN HEREON. 7) SUBJECT TO AND BENEFITTED BY DRAINAGE EASEMENTS AND USE OF THE INFILTRATION BASIN, AS SHOWN HEREON. 8) SUBJECT TO AND BENEFITTED BY A BLANKET EASEMENT FOR NATURAL GAS AS DESCRIBED IN REFERENCE #1 1PY ��'. ,;� + + y'`_j 1) A PLAT ENTITLED "BARTLET BROOK APARTMENTS PUD FOR PIZZAGALLI PROPERTIES, LLC", PREPARED BY CIVIL ENGINEERING ASSOCIATES, DATED JUNE 12, 2015, AND RECORDED IN SLIDE #585 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. 2) A PLAT ENTITLED "NATIONAL LIFE INSURANCE CO. SHELBURNE ROAD SO. BURLINGTON, VERMONT", PREPARED BY WEBSTER—MARTIN INC., DATED JUNE 12, 1973, AND RECORDED IN SLIDE #101 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. 3) A PLAN ENTITLED "BARLETT BROOK APARTMENTS — OVERALL EXISTING CONDITIONS SITE PLAN", PREPARED BY WILSON CONSULTING ENGINEERS, DATED LAST REVISED 2/20/2015, AND RECORDED IN SLIDE #585 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. 4) A PLAT ENTITLED "BOUNDARY RETRACEMENT SURVEY AND TWO LOT SUBDIVISION OF LOT 6, SLIDE 101, LANDS OF MDT PARTNERSHIP, LLP", PREPARED BY BUTTON PROFESSIONAL LAND SURVEYORS, PC, DATED 2/15/2010, AND RECORDED IN SLIDE #546 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. 5) A PLAT ENTITLED "PROPERTY PLAN GREEN MOUNTAIN POWER CORP. SO. BURLINGTON, VT", PREPARED BY WEBSTER—MARTIN CONSULTING ENGINEERS, DATED SEPT., 1967, AND RECORDED IN SLIDE #88 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. 6) A PLAT ENTITLED "PROPERTY PLAN GREEN MOUNTAIN POWER CO. SO. BURLINGTON, VERMONT", PREPARED BY WEBSTER—MARTIN CONSULTING ENGINEERS, DATED 2/5/67, AND RECORDED IN VOL. 80 OF MAPS ON PG. 60 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. 7) A PLAT ENTITLED "R.O.W. PLAN —PROJECT F—EGC-019-4(19), DRAWING #28, SHEETS 81 & 82", SURVEYED BY V.S.C. & DRAWN BY E.E.A. INC., RECEIVED AUG 1, 2008, AND RECORDED IN SLIDE #527 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. 8) A TRUSTEES' WARRANTY DEED OF KURT V. REICHELT REVOCABLE TRUST TO PIZZAGALI PROPERTIES, DATED 6/26/2015, AND RECORDED IN VOL. 1282, PG. 120 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. 9) A WARRANTY DEED OF WILFRED R. RACINE AND ANNETTE R. RACINE TO MDT PARTNERSHIP, LLP, DATED 7/24/1995 AND RECORDED IN VOL. 380, PG. 222 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. 10) A CONDEMNATION ORDER OF STATE TRANSPORTATION BOARD FIXING COMPENSATION TO BE PAID FOR THE TAKING OF LAND AND/OR RIGHTS THEREIN IN THE TOWN OF SHELBURNE AND CITY OF SOUTH BURLINGTON, RE: HIGHWAY PROJECT SHELBURNE—SOUTH BURLINGTON FEGC 0194(19) AND RECORDED IN VOL. 599, PG. 154 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. 1 1) EASEMENT DEED OF PIZZAGALLI PROPERTIES, LLC TO VERMONT GAS SYSTEMS, INC., DATED 10/16/2015 AND RECORDED IN VOL. 1294, PG. 231 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. 40 0 20 40 80 SCALE IN FEET 160 LW w r1 A NO w W: MCI u�\ W r1 w o z � CD m _1 w _ 0 w i� �r- 0 z 0 0 m m I I I PARCEL #-01650 N/F MDT PARTNERSHIP, LLP VOL. 380, PG. 222 I.R.F.(P.O.B.) #6 REBA 0-3' BELOW GRACE VTRAN S�HODGE CAP SEE NOTE #5I ------------- — — S 85- ./ ' " 10, J — U------ _ _ 10' UTILITY EASEMENT I C.M.F. 4X4 W/ DRILL HOLE CC 0.8' BELOW GRADE BRASS DISC LEANING C.M f14 0.3' BELOW GRADE L.S. #597 N 85° 10'36" 381.55 Tn W 81.73' Q� DITCH EASEMENT REF. #7 & #10 1 GARDEN CENTER OF EXISTING BURIED UTILITY LINE PARCEL #64-01680 C I i� PIZZAGALLI PROPERTIES, LLC m O 1 VOL. 1282, PG. 120 o SEE NOTE #5 0 43568±Sq. Feet J � 1.00± Acres a — 5' AERIAL EASEMENT I �1 REF. #7 & #10 OI ° I� \ � 1 V. o 10' SEWER EASEMENT o 10' UTILITY EASEMENT I I �\ I_\ \ LARGE BOULDER 11 10, 10' 4X4 W/ RAS �yISCSH� SS c. ,�I7.80 4X4 W1 BRASS ISC LSFFL�------ > -- >S F USH L.S. 597 / \ ss ss -- `°I I I� �° Gq /?b ti N w U Q 0 ' sT I N 04°47'49" E 271.18' EXISTING INFILTRATION BASIN SEE NOTE #7 40' ss ss ss S - [�\ CA C� CTRIC VAULT S� ST J 40' PRIVATE RIGHT—OF—WAY (PAVED) SEE NOTE #6 50' LOCUS NOT TO SCALE LEGEND 0 ❑z O I.R.F. ❑ C.M.F. 0 PARCEL #01680 & 01690 N/F PIZZAGALI PROPERTIES, LLC*_ VOL. 1282, PG. 120 50' PRIVATE RIGHT—OF—WAY (PAVED) PARCEL #01680 & 01690 REBAR N/F PIZZAGALI PROPERTIES, LLC SEE NOTE GRADE # VOL. 1282, PG. 120 PROPERTY LINE RIGHT OF WAY OR PARCEL LINE METAL FENCE DITCH UTILITY POLE GUY WIRE HYDRANT LIGHT POLE TELEPHONE PEDESTAL GAS SHUTOFF IRON ROD FOUND CONCRETE MONUMENT FOUND CALCULATED POINT DECIDUOUS TREE CONIFEROUS TREE CERTIFICATION I HEREBY CERTIFY THAT THE SUBJECT PARCEL BOUNDARIES SHOWN HEREON ARE TRUE TO THE BEST OF MY KNOWLEDGE AND BELIEF. SAID BOUNDARIES WERE DETERMINED FROM PERTINENT RECORDS AND RESOURCES AND EVIDENCE FOUND IN THE FIELD. THIS SURVEY WAS PERFORMED WITH AN ELECTRONIC TOTAL STATION WITH A POSITIONAL TOLERANCE LEVEL EXCEEDING 95%. I FURTHER CERTIFY THAT THIS PLAT MEETS ALL THE REQUIREMENTS OF TITLE 27 V.S.A. SECTION 1403. DATED 0 COPYRIGHT 2018 PROJ. #18656 PRELIMINARY TERRY W. WILSON, L.S. #60812 VT DATE: DECEMBER, 2018 PLAT OF LANDS OF SCALE: 1 "=40' PIZZAGALLI PROPERTIES, LLC SURVEYED BY: TWW/MLC/DRH 1680 SHELBURNE ROAD SOUTH BURLINGTON, VERMONT DRAWN BY: TWW CHECKED BY: TWW SHEET 1 OF 1 DWG. # M-656 ti Vermont Mapping TE RRY -_� Survey Co., LLC WILS❑N - %r�-�NO. 60812,-,-z 8 Essex Way, Suite 200E Essex Jct., VT 05452 ��I/iiiillii0``.``� (802) 857-5207 F� LAND SJ°�` www.vermontma in .com '"1mn11IIM �� PF NOTE:ALL PLANS, ELEVATIONS & RENDERINGS ARESCHEMATIC AND FOR ILLUSTRATIVE PURPOSES ONLY.FINAL DESIGN IS SUBJECT TO FIELD VERIFICATION. FINALMATERIALS AND COLOR SELECTIONS ARE TO BE VERIFIEDDURING THE DESIGN DEVELOPMENT STAGE.Copyright David Fuller, AIA 2019cCopyright PWCampbell 2019cSeaComm Federal Credit UnionSouth Burlington, VTBuilding PerspectiveFebruary 14, 2019MATERIALS LEGEND:1 – EIFS 2 – Brick3 – Aluminum Soffit, Fascia, Gutters and Downspouts4 – Precast Banding5 – Ground Face Block6 – Architectural Shingles7 – Metal Entrance Canopy8 – Aluminum Windows – With 90% transparency and 8’-0” height. Glazing exceeding 60% of primary facing street and 40% side street.9 – Corner Entry Tower - Facing primary road and architecturally designated as principal entry.517389246 NOTE:ALL PLANS, ELEVATIONS & RENDERINGS ARESCHEMATIC AND FOR ILLUSTRATIVE PURPOSES ONLY.FINAL DESIGN IS SUBJECT TO FIELD VERIFICATION. FINALMATERIALS AND COLOR SELECTIONS ARE TO BE VERIFIEDDURING THE DESIGN DEVELOPMENT STAGE.Copyright David Fuller, AIA 2019cCopyright PWCampbell 2019cSeaComm Federal Credit UnionSouth Burlington, VTBuilding PerspectiveFebruary 14, 2019MATERIALS LEGEND:1 – EIFS 2 – Brick3 – Aluminum Soffit, Fascia, Gutters and Downspouts4 – Precast Banding5 – Ground Face Block6 – Architectural Shingles7 – Metal Entrance Canopy8 – Aluminum Windows – With 90% transparency and 8’-0” height. Glazing exceeding 60% of primary facing street and 40% side street.9 – Corner Entry Tower - Facing primary road and architecturally designated as principal entry.582163497 NOTE:ALL PLANS, ELEVATIONS & RENDERINGS ARESCHEMATIC AND FOR ILLUSTRATIVE PURPOSES ONLY.FINAL DESIGN IS SUBJECT TO FIELD VERIFICATION. FINALMATERIALS AND COLOR SELECTIONS ARE TO BE VERIFIEDDURING THE DESIGN DEVELOPMENT STAGE.Copyright David Fuller, AIA 2019cCopyright PWCampbell 2019cSeaComm Federal Credit UnionSouth Burlington, VTBuilding PerspectiveFebruary 14, 2019MATERIALS LEGEND:1 – EIFS 2 – Brick3 – Aluminum Soffit, Fascia, Gutters and Downspouts4 – Precast Banding5 – Ground Face Block6 – Architectural Shingles7 – Metal Entrance Canopy8 – Aluminum Windows – With 90% transparency and 8’-0” height. Glazing exceeding 60% of primary facing street and 40% side street.9 – Corner Entry Tower - Facing primary road and architecturally designated as principal entry.148962537