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SD-21-19 - Plans - Non-Record - 0600 Spear Street
10234812UP754321 10'-1 1/4"28'-0"11'-6"30'-0"4'-9"10'-1 1/4"2'-0"7'-5"18'-7"3'-0" 9 1/2"UNIT BBEDROOMENTRYDININGKITCHENLIVINGBIKESTORAGETRASH /RECYCLINGCOVEREDAREA28'-0"10'-7"30'-0"UNIT ABEDROOMENTRYDININGKITCHENLIVINGDECK5'-0"13'-6"9'-6"DECKPROPOSED FIRST FLOOR PLANScale: 1/4" = 1'-0"FIRST FLOOR PLANS1Drawn By:MMSheet:Date:21 FEB 2020Revisions:SHEET INFORMATION 600 SPEAR ST6 6554433221A1BCDBACDALTERATIONS TO Checked By:xA1 TiMic Drafting &Designworking for your visionOffices inThetford & Montpelier, VtT:802.683.7027M:802.793.6862SOUTH BURLINGTON, VERMONT TYPICAL 4 UNIT BUILDINGSCHEMATICDESIGN BEDROOM 1DININGLIVINGUNIT D1023481223456789101112131DN15 ENTRYOPEN TOBELOW28'-0"10'-1 1/4"28'-0"30'-0" 30'-0"28'-0"10'-1 1/4"28'-0"9'-9" 10'-7"DECK1416 KITCHENBEDROOM 1DININGLIVINGUNIT EENTRYKITCHEN9 1/2"DECKPROPOSED SECOND FLOOR PLANScale: 1/4" = 1'-0"SECOND FLOOR PLANS1Drawn By:MMSheet:Date:21 FEB 2020Revisions:SHEET INFORMATION 600 SPEAR ST6 6554433221A1BCDBACDALTERATIONS TO Checked By:xA2 TiMic Drafting &Designworking for your visionOffices inThetford & Montpelier, VtT:802.683.7027M:802.793.6862SOUTH BURLINGTON, VERMONT TYPICAL 4 UNIT BUILDINGSCHEMATICDESIGN 123ARCHITECTURALSHINGLESCLAPBOARDSIDINGCLADWINDOWSSTAINED TIMBERPOSTSC235TW3046TW3046C235TW3046TW3046TW3046TW3046123100' - 0" 109' - 4"T.O. 2ND SUBFLOORT.O. 1ST SUBFLOOR130' - 8"T.O.RIDGE118' - 6 3/4"T.O.ATTIC SUBFLOOR9'-4"9'-2 3/4"12'-1 1/8" 30'-8"TW3046128C2351210TW2046TW3046TW3046TW3046C235C235ARCHITECTURALSHINGLESCLAPBOARDSIDINGCLADWINDOWSSTAINEDSCREEN WALLTO STAIRS,BIKES, WALKTROUGH TOLAWNSTAINED TIMBERPOSTSSTAINED TIMBERPOSTSPAINTED TRIMTW3046C235C235100' - 0" 109' - 4"T.O. 2ND SUBFLOORT.O. 1ST SUBFLOOR130' - 8"T.O.RIDGE118' - 6 3/4"T.O.ATTIC SUBFLOOR9'-4"9'-2 3/4"12'-1 1/8"30'-8"100' - 0" 109' - 4"T.O. 2ND SUBFLOORT.O. 1ST SUBFLOOR129' - 6 3/4"T.O.RIDGE118' - 6 3/4"T.O.ATTIC SUBFLOOR9'-4"9'-2 3/4"11'-0" 29'-6 3/4"100' - 0" 109' - 4"T.O. 2ND SUBFLOORT.O. 1ST SUBFLOOR130' - 8"T.O.RIDGE118' - 6 3/4"T.O.ATTIC SUBFLOOR9'-4"9'-2 3/4"12'-1 1/8" 30'-8"128STAINED WOODSCREEN DOORSSTAINED TIMBERSTAIRS ANDRAILINGARCHITECTURALSHINGLESPAINTED WOODSIDINGSTAINED WOODSCREEN123PROPOSED ELEVATIONS Scale: 1/4" = 1'-0"SIDE ELEVATION1Scale: 1/4" = 1'-0"STREET SIDE ELEVATION2Scale: 1/4" = 1'-0"CONNECTOR SECTION2Drawn By:MMSheet:Date:21 FEB 2020Revisions:SHEET INFORMATION 600 SPEAR ST6 6554433221A1BCDBACDALTERATIONS TO Checked By:xA3 TiMic Drafting &Designworking for your visionOffices inThetford & Montpelier, VtT:802.683.7027M:802.793.6862SOUTH BURLINGTON, VERMONT TYPICAL 4 UNIT BUILDINGSCHEMATICDESIGN TW3046TW3046128TW3046TW3046C235C235PAINTED TRIMPAINTED WOODSIDINGCLADWINDOWSSTAINED TIMBERPOSTSTW3046TW30461210TW3046TW3046TW3046TW3046TW3046TW3046TW3046TW3046PAINTED TRIMPAINTED WOODSIDINGCLADWINDOWSSTAINED TIMBERPOSTSSTAINEDSCREEN WALLARCHITECTURALSHINGLES100' - 0" 109' - 4"T.O. 2ND SUBFLOORT.O. 1ST SUBFLOOR129' - 6 3/4"T.O.RIDGE118' - 6 3/4"T.O.ATTIC SUBFLOOR9'-4"9'-2 3/4"11'-0"29'-6 3/4"TW3046TW3046TW3046TW3046STAINED TIMBERPOSTS100' - 0" 109' - 4"T.O. 2ND SUBFLOORT.O. 1ST SUBFLOOR130' - 8"T.O.RIDGE118' - 6 3/4"T.O.ATTIC SUBFLOOR9'-4"9'-2 3/4"12'-1 1/8" 30'-8" PROPOSED ELEVATIONS Scale: 1/4" = 1'-0"SIDE ELEVATION1Scale: 1/4" = 1'-0"LAWN ELEVATION2Drawn By:MMSheet:Date:21 FEB 2020Revisions:SHEET INFORMATION 600 SPEAR ST6 6554433221A1BCDBACDALTERATIONS TO Checked By:xA4 TiMic Drafting &Designworking for your visionOffices inThetford & Montpelier, VtT:802.683.7027M:802.793.6862SOUTH BURLINGTON, VERMONT TYPICAL 4 UNIT BUILDINGSCHEMATICDESIGN SOUTH BURLINGTON, VERMONT 600 Spear Street Engineer & Landscape Architect: Trudell Consulting Engineers (TCE) 478 Blair Park Road Williston, VT 05495 (802) 879-6331 Owner/Applicant: 600 Spear FJT, LLC 600 Spear EBT, LLC One National Life Montpelier, VT 05604 (802) 578-2536 Architect: TiMic Drafting & Design Thetford & Montpelier, VT (802) 793-6862 PRELIMINARY PLAT SUBMISSION SET (NOT FOR CONSTRUCTION) 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM TRUDELL CONSULTING ENGINEERS TCE PROJECT NO: 19-268 03/18/22 NOT FOR CONSTRUCTIONLAST REVISED: USE AND INTERPRETATION OF THE DRAWINGS BEFORE USING THESE PLANS ENSURE THAT YOU HAVE THE LATEST REVISION 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. If unsure, please contact TCE. PERMIT DESCRIPTION: Preliminary Plat TAX ID: SPAN: 600-188-11469 PARCEL: 1640-00600 Sheet List Index Sheet Number Sheet Title C0-00 Cover C1-00 Legend & Notes C1-01 Existing Conditions C2-00 Overall Site Plan C2-01 Entrance Plans C2-02 Layout & Materials Plan C2-03 Grading Plan C3-01 Utility Plan Overview C3-02 Wastewater and Water Utility Plan C3-03 Stormwater Utility Plan C4-01 Pre-Construction Stormwater Plan C4-02 Proposed Stormwater Plan C5-01 Overall EPSC Plan LA1-01 Landscape Plan LA1-02 Landscape Plan LI1-01 Lighting Plan S1-02 P.U.D. PLAT Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY No. 9020 CIVILABIGAIL A . D E RYSTA TE O F VER M ONT PROF E SSIONAL E N G INEERL ICEN S E D Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLAN NING ENVIRON MENTAL LEGEND PROPOSEDEXISTING STREAM TRAIL PROPERTY LINE EASEMENTS SETBACKS WETLAND LIMIT FENCE TREE LINE CLEANOUT (CO) CATCH BASIN (CB) GUARD RAIL VALVE CURB STOP (CS) FIRE HYDRANT (HYD) WATER SUPPLY WELL END CAP BLOWOFF UTILITY POLE LUMINAIRE BOLLARD LIGHT IRON PIPE STEEL REBAR IRON PIN (IP) CALCULATED POINT SOIL BORING BENCHMARK CONCRETE MONUMENT STONEWALL OVERHEAD UTILITY SEWER FORCEMAIN STORM DRAINAGE CURTAIN DRAIN UNDERDRAIN ROOF DRAIN FOOTING DRAIN REMOVED/ABANDONED PAVED DRIVE OR ROAD GRAVEL DRIVE OR ROAD TOPOGRAPHIC CONTOURS OBSERVATION WELL PERCOLATION TEST SOIL TEST PIT TO BE SETFOUND SET RECORD DRAWING REQUIREMENTS: 1.A CLEAN SET OF UP TO DATE RECORD DRAWINGS IS TO BE AVAILABLE FOR REVIEW ON SITE AT ALL TIMES. FOR JOBS LASTING MORE THAN 4 WEEKS A REVIEW OF THE RECORD DRAWINGS WILL BE DONE BY THE ENGINEER EVERY 2 WEEKS AND COMMENTS OR DEFICIENCIES MAY BE PROVIDED. 2.TIES TO ALL BENDS, VALVES, JOINTS, CONNECTIONS AND DESIGN FEATURES SHALL BE PROVIDED. TIES SHALL BE PULLED FROM EASILY LOCATABLE PERMANENT ABOVE GROUND FEATURES THAT ARE VISIBLE YEAR AROUND SUCH AS BUILDING CORNERS, HYDRANTS, SEWER AND STORM DRAIN COVERS THAT WILL BE CLEARED IN WINTER, UTILITY POLES, ETC. REFRAIN FROM PROVIDING TIES WITH ACUTE ANGLES. TIES SHOULD BE PULLED AT ANGLES AS CLOSE TO 90 DEGREES AS POSSIBLE. TIES WITH ANGLES TOO ACUTE MAY BE REJECTED. 3.RECORD INFORMATION NEEDS TO BE PROVIDED ON THE APPROPRIATE DESIGN PLANS ON A WEEKLY BASIS. RECORD INFORMATION REGARDING TCE DESIGN ITEMS PLACED ON INAPPROPRIATE DESIGN PLANS WILL NOT BE ACCEPTED. 4.TCE WILL ACCEPT ELECTRONIC RECORD COORDINATE INFORMATION, REFERENCED TO THE PROJECT DATUM. ELECTRONIC DATA SHALL BE COMPUTER-AIDED DESIGN (CAD) FILES INCLUDING NATIVE FILE FORMATS (DWG). 5.IF ENGINEERING SERVICES FOR BI-WEEKLY REVIEW OF RECORD INFORMATION HAVE NOT BEEN OBTAINED FOR THE PROJECT ALL RECORD INFORMATION FOR TCE DESIGN ITEMS SHALL BE PROVIDED TO TCE WITHIN 7 BUSINESS DAYS OF THE COMPLETION OF THE WORK. 6.PLANS SUBMITTED AT THE END OF THE PROJECT SHALL BE REVIEWED FOR COMPLETENESS. ALL REQUIREMENTS LISTED ABOVE APPLY. 7.IF DESIGN FEATURES WERE INSTALLED EXACTLY PER THE DESIGN PLANS TIES TO THE FEATURE ARE STILL REQUIRED TO BE PROVIDED BY THE CONTRACTOR FOR THE OWNERS USE. ANY FEATURE NOT INDICATED AS DIFFERENT IN RED WILL BE CONSIDERED TO BE EXACTLY PER DESIGN. 8.RECORD INFORMATION SHALL INCLUDE BOTH VERTICAL AND HORIZONTAL LOCATIONS. THIS INCLUDES BUT IS NOT LIMITED TO FINISHED FLOOR ELEVATIONS, RIMS AND INVERTS OF STRUCTURES AND PIPING, INVERTS AT CROSSINGS, ETC. 9.ANY UTILITIES ENCOUNTERED THAT ARE NOT SHOWN ON THE PLANS SHALL BE ADDED TO THE PLANS WITH APPROPRIATE TIES. 10.TIES SHALL INCLUDE ALL UTILITIES INSTALLED BY CONTRACTOR WHICH INCLUDE BUT ARE NOT LIMITED TO SEWER, WATER, STORM, ELECTRIC, CABLE, TELEPHONE, GAS, ETC. 11.RECORD DRAWINGS SHALL BE SUPPLIED ON BOTH HARD COPY AND ELECTRONIC DATA. ELECTRONIC DATA SHALL BE COMPUTER-AIDED DESIGN (CAD) FILES INCLUDING NATIVE FILE FORMATS (DWG). 12.THE CONTRACTOR SHALL SUBMIT ON A WEEKLY BASIS PROJECT PHOTOGRAPHS. THE INFORMATION WILL BE SUBMITTED TO THE ENGINEER IN ELECTRONIC FORMAT WITH EACH PICTURE BEING LABELED BY DATE, LOCATION AND ACTIVITY. AT A MINIMUM THE CONTRACTOR WILL SUBMIT PICTURES OF ALL THRUST BLOCKS, CONNECTIONS TO EXISTING FACILITIES AND STRUCTURES BEFORE AND AFTER BACKFILL. PROVIDE AUXILIARY LIGHTING AS REQUIRED TO PRODUCE CLEAR, WELL-LIT PHOTOGRAPHS WITHOUT OBSCURING SHADOWS. THE CONTRACTOR SHALL MAINTAIN ONE CHECK SET OF PHOTOGRAPHS AT THE SITE FOR REFERENCE. UPON REQUEST THE CONTRACTOR SHALL PROVIDE PICTURES OF VARIOUS AREAS DEEMED NECESSARY BY THE ENGINEER OR OWNER. 13.CERTIFICATIONS BY THE ENGINEER AND SUCCESSFUL TEST RESULTS DO NOT RELIEVE THE CONTRACTOR OF FULL COMPLIANCE WITH THE DESIGN PLANS, SPECIFICATIONS AND PERMITS SHOULD A DEFICIENCY BE DISCOVERED AFTER SAID CERTIFICATION OR TESTING. SPECIAL NOTE: FOR CLARITY, ALL ORIGINAL COLOR SHEETS MUST BE REPRODUCED IN COLOR CONSTRUCTION PHASE: LISTED BELOW IS A BRIEF SUMMARY OF CONSTRUCTION PHASE REQUIREMENTS. THIS LIST IS NOT INTENDED TO BE ALL-INCLUSIVE. CONSTRUCTION SPECIFICATIONS, PERMIT REQUIREMENTS AND SUBSEQUENT CONTRACTUAL AGREEMENTS FROM PARTIES INVOLVED SHALL PREVAIL. PRE-CONSTRUCTION ·OWNER TO ESTABLISH SCOPE OF SERVICES WITH PROJECT ENGINEER(S) ·OWNER TO IDENTIFY WORK SCOPE AND SCHEDULE ·UPON OWNER REQUEST, ENGINEER WILL ASSIST WITH CONTRACTOR BID AND SELECTION PROCESS ·ENGINEER TO FINALIZE PLANS FOR CONSTRUCTION READINESS INCLUDING SPECIFICATIONS ·MEETING BETWEEN OWNER, ENGINEER(S), CONTRACTOR(S), ARCHITECT(S), REGULATORY AUTHORITIES AND OTHER PERTINENT PARTIES TO REVIEW AND DISCUSS THE WORK PRE-CONSTRUCTION MEETING ·CONTRACTOR TO IDENTIFY SUPERINTENDENT WITH AUTHORITY TO MAKE DECISIONS ·CONTRACTOR TO IDENTIFY SUBCONTRACTORS ·CONTRACTOR TO ESTABLISH SCHEDULE ·CONTRACTOR TO DESIGNATE RESPONSIBLE PERSONNEL ·CONTRACTOR TO CONFIRM PROCEDURE FOR RFI'S, CHANGE ORDERS, EXTRAS AND PAY REQUESTS ·CONTRACTOR TO SUBMIT SHOP DRAWINGS ·CONTRACTOR TO OUTLINE SAFETY, SECURITY, AND WORKING HOURS ·CONTRACTOR OR OWNER TO IDENTIFY TESTING COMPANY CONSTRUCTION PHASE ·INITIAL CONTROL SUPPLIED BY OWNER AND CONTRACTOR RESPONSIBLE FOR LAYOUT ·PROJECT ENGINEER TO ESTABLISH BENCHMARK AND IN SOME CASES INITIAL SITE LAYOUT ·DISCUSS RESTRICTIONS SUCH AS, BUT NOT LIMITED TO, WETLANDS OR TREE LINE ·REVIEW EXISTING AND REQUIRED PERMITS ·DIGSAFE AND PERMIT NUMBER ·ADDITIONAL UNDERGROUND LAYOUT BY PRIVATE COMPANY ·DISCUSS EROSION CONTROL ·OWNER TO PROVIDE PROJECT ENGINEER TO OBSERVE CONSTRUCTION PERIODICALLY, DURING CRITICAL PHASES AND TESTING ·WEEKLY JOB MEETINGS DURING CONSTRUCTION UNLESS INDICATED OTHERWISE. ·OWNER TO PROVIDE PROJECT ENGINEER TO REVIEW AND DISCUSS PLANS, ANSWER QUESTIONS, RESPOND TO CHANGES, APPROVE SUBMITTALS, AND OTHER BUSINESS COMMON TO CONSTRUCTION SERVICES. ·ENGINEER TO OBSERVE TESTING AND COLLECT RESULTS ·OWNER AND CONTRACTOR TO COMPLY WITH PERMITS ·CONTRACTOR CERTIFICATION (PROVIDED BY CONTRACTOR) ·PICTURE AND RECORD DRAWINGS (PROVIDED BY CONTRACTOR) PAVED DRIVE OR ROAD WITH CURB SEWER MAINS AND SERVICES WATER MAINS AND SERVICES LIQUID PROPANE OR NATURAL GAS UNDERGROUND UTILITY MARBLE OR STONE MONUMENT TCE CONTROL POINT MAG NAIL TCE CONTROL POINT STEEL REBAR MTC OR TRANSFORMER OUTLET OR END SECTION ØØØØSSèèèè124 FM W CD UD RD FD G OH UG X 124 W D CD UD RD FD G OH UG X ØØØØØØS S S FM FM FM W W W W D D D D CD CD CD UD UD UD RD RD RD FD FD FD G G G G OH OH OH UG UG UG X X X X X X FM D CONSTRUCTION NOTES FOR CONTRACTOR & CLIENT/OWNER: 1.CONTRACT DOCUMENTS: THESE PLANS WERE PREPARED BY TRUDELL CONSULTING ENGINEERS (TCE) AND ARE INTENDED TO BE USED IN CONJUNCTION WITH THE STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT, #C-700 PREPARED BY THE ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE (EJCDC), LATEST EDITION. COPIES ARE AVAILABLE AT WWW.NSPE.ORG/EJCDC. 2.UNDERGROUND IMPROVEMENTS: THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS SHOWN ARE ASSUMED BASED ON RESEARCH, UTILITY PLANS PROVIDED BY OTHERS, AND/OR SURFACE EVIDENCE AVAILABLE AND WERE OBTAINED IN A MANNER CONSISTENT WITH THE ORDINARY STANDARD OF PROFESSIONAL CARE AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE DESIGN ENGINEER. 3.DIFFERING SUBSURFACE OR PHYSICAL CONDITIONS: IF CONTRACTOR BELIEVES THAT ANY SUBSURFACE OR PHYSICAL CONDITION AT OR CONTIGUOUS TO THE SITE THAT IS UNCOVERED OR REVEALED EITHER: (1) IS OF SUCH A NATURE AS TO ESTABLISH THAT ANY “TECHNICAL DATA” ON WHICH CONTRACTOR RELIED IS MATERIALLY INACCURATE; OR (2) IS OF SUCH A NATURE AS TO REQUIRE A CHANGE IN THE PLANS/CONTRACT DOCUMENTS; OR (3) DIFFERS MATERIALLY FROM THAT SHOWN OR INDICATED IN THE PLANS/CONTRACT DOCUMENTS; OR (4) IS OF AN UNUSUAL NATURE, AND DIFFERS MATERIALLY FROM CONDITIONS ORDINARILY ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THE PLANS/CONTRACT DOCUMENTS; THEN CONTRACTOR SHALL, PROMPTLY AFTER BECOMING AWARE THEREOF AND BEFORE FURTHER DISTURBING THE SUBSURFACE OR PHYSICAL CONDITIONS OR PERFORMING ANY WORK IN CONNECTION THEREWITH (EXCEPT IN AN EMERGENCY), NOTIFY OWNER AND ENGINEER ABOUT SUCH CONDITION. CONTRACTOR SHALL NOT FURTHER DISTURB SUCH CONDITION OR PERFORM ANY WORK IN CONNECTION THEREWITH (EXCEPT AS AFORESAID) UNTIL RECEIPT OF WRITTEN ORDER TO DO SO. ALL PARTIES INVOLVED (OWNER, ENGINEER, ARCHITECT AND MUNICIPALITY IF APPLICABLE) SHALL AGREE UPON HOW TO PROCEED AND ANY RELATED COST IMPLICATIONS. 4.UTILITIES: PRIVATE AND PUBLIC UTILITIES SUCH AS ELECTRIC, TELEPHONE, GAS, CABLE, FIBER OPTIC ETC. ARE THE RESPONSIBILITY OF THE RESPECTIVE UTILITY COMPANY. ANY INFORMATION SHOWN BY TCE SHOULD BE CONSIDERED PRELIMINARY (USUALLY TO ASSIST WITH PERMITTING.) FINAL DESIGN, CONSTRUCTION AND MAINTENANCE ARE THE RESPONSIBILITY OF RESPECTIVE UTILITY COMPANIES. COMPLIANCE WITH EASEMENTS AND REGULATIONS (STATE AND LOCAL) ARE THE RESPONSIBILITY OF RESPECTIVE UTILITY COMPANY. 5.DIGSAFE: IN ACCORDANCE WITH VERMONT STATE LAW (VSA TITLE 30 CHAPTER 86 AND PSB RULE 3,800) THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT DIGSAFE SYSTEMS, INC. “DIGSAFE.” AT LEAST 48 HOURS , EXCLUDING SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS, BUT NOT MORE THAN 30 DAYS BEFORE COMMENCING EXCAVATION ACTIVITIES, EXCEPT IN AN EMERGENCY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRE-MARKING THE SITE AND MAINTAINING DESIGNATED MARKINGS. FOR MORE INFORMATION ON DIGSAFE REQUIREMENTS SEE WWW.DIGSAFE.COM OR (CALL 811). 6.JOBSITE SAFETY: NEITHER THE PROFESSIONAL ACTIVITIES OF TRUDELL CONSULTING ENGINEERS (TCE), NOR THE PRESENCE OF TCE OR ITS EMPLOYEES AND SUB CONSULTANTS AT A CONSTRUCTION SITE, SHALL RELIEVE THE GENERAL CONTRACTOR AND ANY OTHER ENTITY OF THEIR OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, SUPERINTENDING OR COORDINATING ALL PORTIONS OF THE WORK OF CONSTRUCTION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES. TCE AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR OTHER ENTITY OR THEIR EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PRECAUTIONS. THE CLIENT AGREES THAT THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOBSITE SAFETY, AND WARRANTS THAT THIS INTENT SHALL BE MADE EVIDENT IN THE CLIENT'S AGREEMENT WITH THE GENERAL CONTRACTOR. THE CLIENT ALSO AGREES THAT THE CLIENT, TCE AND TCE'S CONSULTANTS SHALL BE INDEMNIFIED AND SHALL BE MADE ADDITIONALLY INSURED UNDER THE GENERAL CONTRACTOR'S GENERAL LIABILITY INSURANCE POLICY. 7.CODES AND STANDARDS COMPLIANCE: TCE SHALL EXERCISE USUAL AND CUSTOMARY PROFESSIONAL CARE IN ITS EFFORTS TO COMPLY WITH CODES, STANDARDS, REGULATIONS AND ORDINANCES IN EFFECT. THE OWNER ACKNOWLEDGES THAT SUCH REQUIREMENTS MAY BE SUBJECT TO VARIOUS AND CONTRADICTORY INTERPRETATIONS. TCE, THEREFORE, WILL USE ITS REASONABLE PROFESSIONAL EFFORTS AND JUDGMENT TO INTERPRET APPLICABLE REQUIREMENTS AS THEY APPLY TO THE PROJECT. TCE, HOWEVER, CANNOT AND DOES NOT WARRANT OR GUARANTEE THAT THE PROJECT WILL COMPLY WITH ALL INTERPRETATIONS OF SUCH REQUIREMENTS. 8.CONSTRUCTION OBSERVATION: TCE MAY VISIT THE PROJECT AT APPROPRIATE INTERVALS DURING CONSTRUCTION TO BECOME GENERALLY FAMILIAR WITH THE PROGRESS AND QUALITY OF THE CONTRACTOR'S WORK AND TO DETERMINE IF THE WORK IS PROCEEDING IN GENERAL ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE OWNER HAS NOT RETAINED TCE TO MAKE DETAILED INSPECTIONS OR TO PROVIDE EXHAUSTIVE OR CONTINUOUS PROJECT REVIEW AND OBSERVATION SERVICES. TCE DOES NOT GUARANTEE THE PERFORMANCE OF, AND SHALL NOT HAVE RESPONSIBILITY FOR, THE ACTS OR OMISSIONS OF ANY CONTRACTOR, SUB-CONTRACTOR, SUPPLIER OR ANY OTHER ENTITY FURNISHING MATERIALS OR PERFORMING ANY WORK ON THE PROJECT. TCE SHALL NOT SUPERVISE, DIRECT OR HAVE CONTROL OVER THE CONTRACTOR'S WORK NOR HAVE ANY RESPONSIBILITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OF THE CONTRACTOR. IF THE OWNER DESIRES MORE EXTENSIVE PROJECT OBSERVATION OR FULL-TIME PROJECT REPRESENTATION, THE OWNER SHALL REQUEST SUCH SERVICES BE PROVIDED BY TCE AS ADDITIONAL SERVICES. 9.THE CONTRACTOR SHALL REPAIR/RESTORE ALL DISTURBED AREAS (ON OR OFF THE SITE) AS A DIRECT OR INDIRECT RESULT OF THE CONSTRUCTION. ALL GRASSED AREAS SHALL BE MAINTAINED UNTIL FULL VEGETATION IS ESTABLISHED. MAINTAIN ALL TREES OUTSIDE OF CONSTRUCTION LIMITS. 10.IN ADDITION TO THE REQUIREMENTS SET IN THESE PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL COMPLETE THE WORK IN ACCORDANCE WITH ALL PERMIT CONDITIONS, LOCAL PUBLIC WORKS STANDARDS AND ALL CONSTRUCTION SAFETY REGULATIONS. 11.ANY DEWATERING NECESSARY FOR THE COMPLETION OF THE SITEWORK SHALL BE CONSIDERED AS PART OF THE CONTRACT AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 12.IF THERE ARE ANY CONFLICTS OR INCONSISTENCIES WITH THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR VERIFICATION BEFORE WORK CONTINUES ON THE ITEM(S) IN QUESTION. 13.SEWER LATERAL CONNECTIONS ARE SOMETIMES NOT SHOWN FOR CLARITY. CONTRACTOR TO CONSULT WITH ENGINEER AND SUPPLY BENDS, CLEANOUTS, ETC. AS NECESSARY TO FACILITATE PROPER CONNECTION BETWEEN FOUNDATION WALL AND SEWER MAIN LINE. 14.CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH ALL RELEVANT PARTIES (INCLUDING, BUT NOT LIMITED TO OWNER, ARCHITECT AND UTILITY COMPANIES) TO DETERMINE FINAL LAYOUT AND DESIGN. 15.DESIGN AND CONSTRUCTION OF PEDESTRIAN WALKS, RAMPS AND DECKS BETWEEN BUILDINGS AND PARKING LOTS IS PROVIDED BY THE ARCHITECT AND INCORPORATED INTO THE BUILDING DESIGN, UNLESS INDICATED OTHERWISE. 16.ALL WATER LINE TAPS SHALL BE LIVE TAPS; EXISTING WATER LINE MUST REMAIN IN SERVICE DURING CONNECTION, UNLESS INDICATED OTHERWISE. 17.ROOF DOWNSPOUT CAN CONNECT TO ROOF DRAIN MANIFOLD (RD) AS DETERMINED BY ARCHITECT AND OWNER. THIS CONNECTION PIPE IS INCLUDED AS PART OF THE DESIGN PLAN BUT NOT SHOWN TO ALLOW FLEXIBILITY IN LOCATION AS NEEDED. 18.THRUST BLOCKS FOR PRESSURE LINES ARE NOT SHOWN FOR CLARITY PURPOSES. PROVIDE THRUST BLOCKS AT ALL BENDS, TEE AND REDUCES. PROJECT ENGINEER TO OBSERVE ALL THRUST BLOCKS PRIOR TO BACKFILL. 19.WATER MAIN OPERATED AT HIGH PRESSURE. ALL BUILDINGS SHALL CONFIRM STATIC INTAKE PRESSURE AND PROVIDE PRESSURE-REDUCING VALVES AS DEEMED APPROPRIATE BY THE MECHANICAL ENGINEER (OR ARCHITECT.) 20.CONTRACTOR TO SUPPLY DAYLIGHT PIPING FOR FOOTING DRAINS WITHIN CONSTRUCTION LIMITS. THE EXACT LOCATION MAY NOT BE CRITICAL. COORDINATE WITH OWNER AND PROJECT ENGINEER. 21.FOOTING DRAINS AROUND BUILDING MAY BE SHOWN BY OTHERS (BECAUSE IT IS WITHIN THE 5' ZONE AROUND BUILDING). FOOTING DRAINS AND PIPE TO DAYLIGHT SHALL BE INCLUDED EVEN IF NOT SHOWN. DAYLIGHT PIPE LOCATION TO SWALE MAY NOT BE CRITICAL SO LONG AS IT DOES NOT CREATE ANY CONFLICT WITH OTHER UTILITIES, OR IMPACT ENVIRONMENTALLY SENSITIVE AREAS SUCH AS WETLANDS. 22.SEWER CONNECTIONS TO EXISTING MANHOLES SHALL INCLUDE WATERTIGHT CONNECTIONS, REFORMING INVERT TO PROVIDE SMOOTH FLOW STREAM AND TESTING TO ENSURE STRUCTURE IS WATERTIGHT. IF AN EXISTING MANHOLE IS FOUND NOT TO BE WATERTIGHT IT SHALL BE EXPOSED AND REPAIRED ON THE OUTSIDE. PRIOR TO CONNECTING TO EXISTING MANHOLES, SUBMIT SHOP DRAWINGS ON CORE LOCATION, ANY REQUIRED PIPING (FOR DROP MANHOLES) AND CHANGES TO INVERT FORM. 23.FINAL RIMS OF SEWER MANHOLES AND WATER VALVES SHALL BE CONFIRMED AND COORDINATED WITH FINAL SITE GRADING. MINOR ADJUSTMENTS FROM DESIGN GRADES MAY BE REQUIRED BY OWNER OR ENGINEER AND SHALL BE INCLUDED. 24.ROCK REMOVAL WORK FOR BOULDERS UNDER 2.5 CUBIC YARDS IS INCLUDED AS PART OF EXCAVATION. ANY ROCK REMOVAL FOR 2.5 CUBIC YARDS OR GREATER SHALL BE TREATED AS LEDGE REMOVAL. THIS SHOULD BE REVIEWED AND AGREED UPON BY OWNER PRIOR TO CONDUCTING ROCK REMOVAL. 25.THE GENERAL CONTRACTOR IS REQUIRED TO CONFORM TO THE STRICTEST INTERPRETATION OF THE CONTRACT DRAWING, SPECIFICATION, PERMITS AND CONSTRUCTION CONTRACT. ALL EARTH MATERIAL RECEIVED OR DISPOSED FROM OUTSIDE SOURCES SHALL COMPLY WITH APPLICABLE PERMITS AND REGULATIONS. SHOP DRAWING SUBMITTALS SHALL INCLUDE CONTRACTOR'S CERTIFICATION STATEMENT OF COMPLIANCE AND COPIES OF RELEVANT PERMITS FOR OUTSIDE SOURCES. 26.CONTRACTOR SHALL PAY FOR ALL REQUIRED TESTING. THIS SHALL INCLUDE BUT IS NOT LIMITED TO: SOIL TESTING, COMPACTION TESTING, SIEVE ANALYSIS, CONCRETE TESTING, ASPHALT PENETRATION TESTING, BACTERIOLOGICAL TESTING FOR WATER AND OTHER TESTING AS PART OF STANDARD PRACTICE FOR A CONSTRUCTION PROJECT OF THIS NATURE, UNLESS INDICATED OTHERWISE AND APPROVED BY THE OWNER. 27.ALL ADA ACCESSIBLE WALKWAYS CANNOT EXCEED 5% RUNNING SLOPE AND 2% CROSS SLOPE. RAMPS CANNOT EXCEED 8.33% RUNNING SLOPE AND 2% CROSS SLOPE, AND HANDICAP PARKING STALLS AND ACCESS AISLES CANNOT EXCEED 2% SLOPE IN ANY DIRECTION. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. Legend & Notes C1-00 5/14/2021 19-268 AAD 600 Spear FJT, LLC 600 Spear Street South Burlington, Vermont LEGEND NOTE: SOME INFORMATION MAY BE PROVIDED BY OTHERS AND COULD BE SHOWN WITH A DIFFERENT SYMBOL NOT SHOWN ON THIS LEGEND. HOWEVER, THEY ARE LABELED ON RESPECTIVE PLANS. IN SOME CASES A CHANGE IN SCALE OR PRINTER CAN ALTER INFORMATION TO NOT SHOW AN EXACT MATCH ON THIS LEGEND. IF ANY QUESTIONS EXIST CONTACT THE ENGINEER TO CLARIFY. ADDITIONAL LEGEND INFORMATION IS SUPPLIED SEPARATELY ON EROSION CONTROL PLANS AND SOME SURVEY PLATS. SEWER, DRAINAGE OR TELEPHONE MANHOLE (SMH/DMH/TMH) TELEPHONE OR TELEVISION PEDESTAL (TEL-PED/TV-PED) ADJOINING PROPERTY LINE WELL CONE / WASTEWATER CONE OF INFLUENCE SIGN P- XXMIN./IN. 18" TP- SURVEY CANOPY LIGHT FLOOD OR WALL LIGHT W YARD DRAIN (YD)Y 1 03/18/22 TCERevised Layout GAS OR ELECTRICAL METER SPAN: 600-188-11469 PARCEL: 1640-00600 M M MOHOH G UG UGXX X X X X X X X X X X X X X X X X X OHOHOHOHOHOHOHWWWWWWWW W ØØØØØØØØØØØØØØØW ØØØØØØØØØØ2"XXXXXXXXXXXXXXXXUT UT 2" 18" MAPLE 24" MAPLE INTERSTATE 89 SCLASS II WETLAND EXISTINGAPARTMENTEXISTING COMMERCIAL BUILDING 35 401/36 37 38 RIM=299.34 TOP OF iIN = 291.64 BOTTOM OF iIN (SLUDGE) = 290.94 TOP OF iOUT = 290.84 BOTTOM OF iOUT (SLUDGE) = 290.34 RIM=299.56 TOP OF PIPE =293.96 EXISTING SEPTIC TANK iIN = ± 296.0 ASSUMED LOCATION EXISTING SEPTIC AREA MAILBOX TYPICAL ASSUMED LOCATION OF WATER SERVICE EXISTING WATER SERVICE EXISTING SEPTIC TANK REFERENCE EC-4-0700 ASSUMED LOCATION OF WATER SERVICE WATER MANHOLE RIM = 298.8 BLOWOFF VALVE ASSUMED LOCATION OF EXISTING WATER MAIN TBM NAIL IN POLE #38 ELEV.=303.02 CLASS III WETLAND CLASS III WETLAND CLASS II WETLAND AS DELINEATED ON 10/21/2019 BY KARINA DAILEY, P.W.S. AND BRITTANY LEBEAU. CLOTHESLINE BLUE SPRUCE BLUE SPRUCE N/F UVM & STATE AGRICULTURAL COLLEGE N/F REGINALD C. & ROSE M. HEBERT N/F UVM & STATE AGRICULTURAL COLLEGE N/F UNIVERSITY OF VERMONT N/F UVM & STATE AGRICULTURE COLLEGE N/F ROBERT COUILLARD CLASS II WETLAND WETLAND CONTINUES SOUTH WETLAND CONTINUES NORTHWEST 50' S.B U RL. CLASS III WETL A N D BUFF E R 50' S.BURL.CLASS IIIWETLANDBUFFER50' WETLAND BUFFER50'WETLANDBUFFER18" CMP i = 286.0 12" CMP i = 293.59 i = 293.58 OVERHEAD DOOR (TYP.) DOORWAY (TYP.) 291 297 290 289288 288 289 290 291 28 7291292293294 295296297298299300301297298299300301289290291 292 293 295 294 298295296297294293292291290 298 291 292 29 3 2 9 4 2 9 5296 291 2922 9 3 294 2962952942993003002992 9 8 29 7 29 6 2 9 6 2 9 7 29 8 299 299295 296 297 298 299299 298 299 298 297 296295294 295298 298 300 299 298 297 296 295294 296295 294293292 28 8 2 8 9288 289290291287290 289290291292293294 294 292293294295 29 8 2962 9 5 298 297 299 2 9 9 299 301300 301298297296295WW WWWWW12" AC WATER MAIN APPROX. LOCATION PER CWD 0 Feet Graphic Scale 50 100 150 15°±VT GridMagneticSheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY No. 9020 CIVILABIGAIL A. D E RYSTATE O F VER M O NT PROF E SSIONAL E N G INEERLICE N S E D Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLANNING ENVIRONMENTAL 1 03/18/22 TCERevised Layout SPAN: 600-188-11469 PARCEL: 1640-00600 Existing Conditions C1-01 5/14/2021 1" = 50' 19-268 RMP AAD 600 Spear FJT, LLC 600 Spear Street South Burlington, Vermont PROJECT LOCATION EXISTING CONDITIONS NOTES: 1.THE PURPOSE OF THE EXISTING CONDITIONS PLAN IS TO DEPICT READILY APPARENT PERTINENT EXISTING CONDITIONS AS OF FEBRUARY 2021. 2.BEARINGS SHOWN ARE BASED UPON VERMONT GRID NORTH USING VTVRS CORS STATION. 3.VERTICAL DATUM IS BASED ON NAVD88 (GEIOD 12). A TRIMBLE R6 RTK GPS UNIT WAS EMPLOYED FOR THESE OBSERVATIONS. 4.COORDINATE SYSTEM IS BASED ON VERMONT STATE PLANE (U.S. SURVEY FEET). 5.THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS SHOWN ARE BASED ON RESEARCH, UTILITY PLANS PROVIDED BY OTHERS, AND/OR SURFACE EVIDENCE ENCOUNTERED AND WERE OBTAINED IN A MANNER CONSISTENT WITH THE ORDINARY STANDARD OF PROFESSIONAL CARE AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE DESIGN ENGINEER. ADDITIONAL UTILITIES NOT SHOWN MAY EXIST. ENGINEER SHALL BE NOTIFIED IF ANY DISCREPANCIES ARE ENCOUNTERED. ACTUAL LOCATION OF UNDERGROUND UTILITIES MAY VARY. DIGSAFE MUST BE CONTACTED PRIOR TO ANY EXCAVATION. CALL 1-888-DIG SAFE (344-7233) OR CALL 811. 6.PERIMETER BOUNDARIES SHOWN HEREON STRICTLY FROM TAX MAP INFORMATION ONLY, THIS PLAN DOES NOT DEPICT A FORMAL BOUNDARY SURVEY, UNLESS NOTED AS SUCH. sur you should probably change this note right? is everything else ok re notes? 7.THE WETLAND DELINEATION SHOWN ON THIS PLAN WAS PERFORMED ON 10/21/2019, ACCORDING TO STANDARDS OF THE 1987 US ARMY CORPS OF ENGINEERS WETLAND DELINEATION MANUAL AND THE NORTHEAST REGIONAL SUPPLEMENT. THIS DELINEATION WAS PERFORMED BY KARINA DAILEY, P.W.S. AND BRITTANY LEBEAU OF TRUDELL CONSULTING ENGINEERS. 4 42 21 3 3 6 6 5 5 7 7 1 G UG UG X X X X X X X X X X X X X X X X X OHOHOHOHOHWWWWWWW W ØØW ØØØØØØØØØØ XXXXXXXUT UT INTERSTATE 89 SINTERSTATE 89 NWWWWWDX XXXX X X X XXX XXX XXXX XXX50'R.O.W.10' SETBACK INTERSTATE 89 S10' SIDE SETBACK150' INTERSTATE SETBACK XXXXXXXXX XX X XXX X X XXX X XXXXXXXXXXXXXXXXX10' 10' 50' R.O.W 10' SETBACKG G UG UG UG UGOHOHOHOH OHOHS W W W ØØØW ØØØØUT UT UT UT 401/36 37 38 N/F REGINALD C. & ROSE M. HEBERT N/F ROBERT COUILLARD 299 300 295296300299298297290 290 290 295 295290 295 295 300 295 2 9 5 300WWX X X XXXXXXX X X X X X X XXXXX X X XXXXX XXXXXXX X XXXXX50'R.O.W.10' SETBACK BUILDING 8 BUILDING 5 BUILDING 2 BUILDING 7 BUILDING 6 BUILDING 1 20 21 11 XXXXXXXXXXX15 4 4 XXXBUILDING 3 BUILDING 4 EV EV EV EV EV EV EV EV WALKING PATHFFE 298.5 FFE 298.5 FFE 299.5 X XXXXXXXXXDD2992982 98 296297 298298299300300 299 298 297297 299 2992982992 9 9 2 9 9 299 299 299 299 298 298 297 297 297 298297 298 298298 294 295296 297 297 298 298 298 2 9 8 300 294 295 296295294294295296 298 297 298 299 299 299 294295296 299 299 299 297 296295294293 297 296295294293 297 296295294 297 296 298 297296298296 298 29 7 294 295 293 296 288290 292 STOP SIGN EMERGENCY TURN AROUND 6' BENCH, TYP. STORMWATER TREATMENT AREA, TYP.MOWN WALKING PATH DUMPSTER AREA WITH SCREEN FENCE CURB, TYP. CURB, TYP. MOUNTABLE CURB FOR EMERGENCY ACCESS, TYP. 10'10' 50' R.O.W 10' SETBACKFFE 299.5 FFE 299.5 FFE 299.5 FFE 299.5 FFE 299.5 PERGOLA SNOW STORAGE (TYP) Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY No. 9020 CIVILABIGAIL A. D E RYSTATE O F VER M O NT PROF E SSIONAL E N G INEERLICE N S E D Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLANNING ENVIRONMENTAL SPAN: 600-188-11469 PARCEL: 1640-00600 Overall Site Plan C2-00 5/14/2021 As Shown 19-268 MMI AAD 600 Spear FJT, LLC 600 Spear Street South Burlington, Vermont PROJECT INFORMATION: 1.OWNER/APPLICANT: 600 SPEAR FJT, LLC 600 SPEAR EBT, LLC ONE NATIONAL LIFE DRIVE - M230 MONTPELIER, VERMONT 05604 2.TAX PARCEL ID: SPAN: 600-188-11469 PARCEL: 1640-00600 3.PHYSICAL ADDRESS 600 SPEAR STREET OF PROPERTY:SOUTH BURLINGTON, VERMONT 05403 4.PARCEL SIZE: 8.63± ACRES 5.ZONING DISTRICT: RESIDENTIAL 4 6.THE THE WETLAND DELINEATION SHOWN ON THIS PLAN WAS PERFORMED ON 10/21/2019 ACCORDING TO THE STANDARDS OF THE 1987 US ARMY CORPS OF ENGINEERS AND THE 212 REGIONAL SUPPLEMENT. THE DELINEATION WAS PREFORMED BY KARINA DAILEY, P.W.S. AND BRITTANY LEBEAU. OVERALL PLAN 1" = 50'-0"A B CORE DEVELOPMENT PLAN 1" = 30'-0" 15°±VT GridMagneticNOTE: 75 PARKING SPACES ACCOMMODATED ON SITE. 2/DU+27 OVERFLOW AND NON-RESIDENTIAL SPACES Revised Layout1 03/18/22 TCE G G G G UG UG UG UG UG UG X X X X X OHOHOHOHOHOHOHOHOHOHOHOHOHSWWWWWWWW WWWWWWW W W W W W ØØØØØW W UT UT UT UT UT UT 291 297 290 289 288 288 289 290 291 28 7 295296297298299300301297298299300301300 299 298 297289290291292293292 293 294 295 2 9 8 2962 95 298 297 299 2 9 9 299 301 300301298297296WWWWWWWWWWWWWWXXXX X X XXXXXXXSILT FENCE (TYP)5% MAX.XXXXXW W W W W W W W W W SCE S S S S UG UG UG UG UG UG UG UG UG UGG G G G G G GW WDDD299298298299300300 299 298298 300 297 296295294293 PROPOSED 8" DR-9 WATER MAIN TO MEEET AWWA C901 INLET PROTECTION (TYP) LIMIT OF DISTURBANCE CONSTRUCTION ENTRANCE G G G G UG UG UG UG UG UG X X X X X OHOHOHOHOHOHOHOHOHOHOHOHOHSWWWWWWWW WWWWWWW W W W W W ØØØØØW W UT UT UT UT UT UT 291 297 290 289 288 288 289 290 291 28 7 295296297298299300301297298299300301300 299 298 297289290291292293292 293 294 295 2 9 8 2962 95 298 297 299 2 9 9 299 301 300301298297296WWWWWWWWWWWWWWXXXX X X XXXXXXX<><><><><><><><><><><><> 16 SPACE LOT C2-02EXISTING DRIVEWAY TO REMAIN CL A S S I I 5 0 ' WET L A N D B U F F E R CONCRETE CURB, TYP. RECTANGULAR RAPID FLASHING BEACON STOP SIGN DETECTABLE WARNING SURFACE 5% MAX.XXXXXW W W W W W W W W W S S S S UG UG UG UG UG UG UG UG UG UGG G G G G G GW WDDDPROPOSED50' R.O.W.299298298299300300 299 298298 300 297 296295294293 30' FRONT SETBACK 10 ' S I D E SE T B A C K 10' SIDESETBACK10' SIDESETBACKNEW CITY STREET EXISTING BUILDING TO REMAIN EXISTING RESIDENTIAL BUILDING TO REMAIN MULTIUSE PATH CONNECTION DUMPSTER AREA WITH SCREEN FENCE PROPOSED 8" DR-9 WATER MAIN TO MEEET AWWA C901 0 Feet Graphic Scale 20 40 60 15°±VT GridMagneticSheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY No. 9020 CIVILABIGAIL A. D E RYSTATE O F VER M O NT PROF E SSIONAL E N G INEERLICE N S E D Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLANNING ENVIRONMENTAL 1 03/18/22 TCERevised Layout SPAN: 600-188-11469 PARCEL: 1640-00600 Entrance Plans C2-01 5/14/2021 1" = 20' 19-268 ---- AAD 600 Spear FJT, LLC 600 Spear Street South Burlington, Vermont LAYOUT AND MATERIALS GRADING AND EROSION PREVENTION & SEDIMENT CONTROLAB C2-03BARRIER TAPE SILT FENCE EPSC LEGEND SILT BAG INLET PROTECTION STONE CHECKDAM PROPOSED TREELINE W/ TREE PROTECTION X X X X X X X X X X X X X X X X X X X X X X X X X X ØØØØØØØØØØØØØØØØØØØ289 290 291 292 293 295 294 298295296297294293292291 290 298 291 292 2 9 3 2 9 4 2 9 5296 291 292 29 3 295 296 297 298 299299 298 299 298 297 296 295 294 295298 298 296 295294 294293292 294 294 DXX XXX XX XXXXXXXX XX XXX XXX XX XXXXX XX XXX XXXXXXXXXXXXX<><><><><><><><> <> <><><><><><><><><><><><><><><><><><><><><><><><><> FUTURE CITY STREET EXTENSION BUILDING 8 BUILDING 5 BUILDING 2 BUILDING 7 BUILDING 6 BUILDING 1 C2-01EXISTING BUILDING TO REMAIN CLASS II 50' WETLAND BUFFER 10' SIDE SETBACK20 21 11 XXXXXXXXXXXXXXXXX4 4 WWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WSSW W WWSSSSSSSSSS S S S FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM S S SS S SSSSSSS UG UG UG UG UG UG UG UGUGUGUGUGUGUGUGUGUGUG UG UG UG UG UG UG UG UG G G G G GGGGGGGG G G G G G G G UG UG DDDDD DDDDDDDDDDDD D DDDDDD D D D D D D D D D D D D D D D D D SS W WS S W W S WG G G G G G GS S BUILDING 3 BUILDING 4 WWS S S SS EV EV EV EV EV EV EV EV WALKING PATHD D DDD D D D FFE 298.5 FFE 298.5 FFE 299.5 D D DD X X X XX X X X XXXXXXXXXXXXXXXXXXS S S S S S 298296297 298 297297 299 2992982992 9 9 2 9 9 299 299 299 299 298 298 297 297 297 298297 298 298294 295 296 297297 29 8 298 298 2 9 8 294 295 296 295 294294 295296 29 8 297 29 8 299 299 299 294 295296 299 299 299 297 296295294293 297 296295294 297 296 298 297296298296 298 29 7 294 295 293 296 288290 292 PROPOSED 50' CITY R.O.W. STOP SIGN EMERGENCY TURN AROUND NEW CITY STREET6' BENCH, TYP. STORMWATER TREATMENT AREA, TYP.MOWN WALKING PATH DETECTABLE WARNING, TYP. SIDEWALK, TYP. CURB, TYP. CURB, TYP. MOUNTABLE CURB FOR EMERGENCY ACCESS, TYP. 10'10' 50' R.O.W FFE 299.5 FFE 299.5 FFE 299.5 FFE 299.5 FFE 299.5 COMMUNITY GARDEN AREA ACCESS TO SOLAR AREA PERGOLA <><><><><><><><> SNOW STORAGE (TYP)<><><><><><><><><><><><><><><><><><><><><> Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY No. 9020 CIVILABIGAIL A. D E RYSTATE O F VER M O NT PROF E SSIONAL E N G INEERLICE N S E D Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLANNING ENVIRONMENTAL SPAN: 600-188-11469 PARCEL: 1640-00600 Layout & Materials Plan C2-02 5/14/2021 1" = 20' 19-268 ---- AAD 600 Spear FJT, LLC 600 Spear Street South Burlington, Vermont LAYOUT AND MATERIALS NOTES 1.THE DIMENSIONS SHOWN ON THE DRAWINGS SHOW DESIGN INTENT AND MUST BE FIELD VERIFIED PRIOR TO PREPARATION OF SHOP DRAWINGS. 2.ALL LINES ARE PARALLEL, PERPENDICULAR, OR 45 DEGREES TO THE LINES FROM WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED. 3.THE DIMENSIONS OF PAVEMENT AS SHOWN ON THE DRAWINGS ARE TO THE CENTER LINE OF EACH TYPE OF JOINT EXCEPT WHERE PAVEMENT MEETS A VERTICAL FACE; AT THIS LOCATION DIMENSIONS ARE TO THE VERTICAL FACE. 4.DIMENSIONS TO SITE OR BUILDING WALLS ARE TO THE OUTSIDE (OR EXPOSED) FACE OF WALL UNLESS OTHERWISE NOTED. 5.EXPANSION JOINT FILLER AND SEALANT SHALL BE PLACED WHERE CONCRETE PAVEMENT MEETS CURBING, WALLS OR OTHER VERTICAL ELEMENTS, INCLUDING LIGHT BASES, HYDRANTS, BUILDINGS AND BUILDING COLUMNS, WALLS, STAIRS AND AT OTHER CONDITIONS AS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL REQUEST THE PRESENCE OF THE LANDSCAPE ARCHITECT TO REVIEW THE LAYOUT OF EXPANSION JOINTS PRIOR TO PLACING FINISHED WORK. 6.EXPANSION JOINTS SHALL BE LOCATED 25' - 30' O/C, MAX. 7.WHERE NEW PAVING OR EARTHWORK MEETS EXISTING PAVING OR EARTHWORK, SMOOTHLY BLEND LINE OF EXISTING WITH NEW. 8.RESTORE EXISTING CONDITIONS AS NECESSARY IN ALL AREAS DISTURBED BY THE CONSTRUCTION OF THIS PROJECT, INCLUDING, BUT NOT LIMITED TO, RESETTING SITE IMPROVEMENTS, REPAVING AND SEEDING. 9.HANDRAILS OR GUARDRAILS SHALL BE PROVIDED FOR ALL AREAS WHERE GRADE CHANGE IS 30" OR GREATER. Revised Layout1 03/18/22 TCE X X X X X X X X X X X X X X X X X X X X X X X X X X ØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØ289 290 291 292 293 295 294 298295296297294293292 291 290 298 291 292 29 3 2 9 4 2 9 5296 291 292 29 3 295 296 297 298 299299 298 299 298 297 296 295 294 295298 298 296 295294 294293292 294 294 DXX XXX XX XXXXXXXX XX XXX XXX XX XXXXX XX XXX XXXXXXXXXXXXXBUILDING 8 BUILDING 5 BUILDING 2 BUILDING 7 BUILDING 6 BUILDING 1 C2-01XXXXXXXXXXXXXXXXXSSSSSSSSSSSS S S S FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM S S SS S SSSSSSS UG UG UG UG UG UG UG UGUGUGUGUGUGUGUGUGUGUG UG UG UG UG UG UG UG UG G G G G GGGGGGGG G G G G G G G UG UG DDDDD DDDDDDDDDDDD D DDDDDD D D D D D D D D D D D D D D D D D SS S S S G G G G G G GS S BUILDING 3 BUILDING 4 S S S SS D D DDD D D D FFE 298.5 FFE 298.5 FFE 299.5 D D DD X X X XX X X X XXXXXXXXXXXXXXXXXXS S S S S S 2 98 296 297 298 297297 299 2992982992 9 9 2 9 9 299 299 299 299 298 298 297 297 297 298297 298 298294 295 296 297297 298 298 298 2 9 8 294 295 296 295 294 294 295 296 29 8 297 298 299 299 299 294 295 296 299 299 299 297 296 295 294 293 297 296 295 294 297 296 298 297296298296 298 29 7 294 295 293 296 288290 292 FFE 299.5 FFE 299.5 FFE 299.5 FFE 299.5 FFE 299.5 0 Feet Graphic Scale 20 40 60 15°±VT GridMagneticSheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY No. 9020 CIVILABIGAIL A. D E RYSTATE O F VER M O NT PROF E SSIONAL E N G INEERLICE N S E D Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLANNING ENVIRONMENTAL 1 03/18/22 TCERevised Layout SPAN: 600-188-11469 PARCEL: 1640-00600 Grading Plan C2-03 5/14/2021 1" = 20' 19-268 ---- AAD 600 Spear FJT, LLC 600 Spear Street South Burlington, Vermont GRADING NOTES: 1.ALL INFORMATION SHALL BE VERIFIED IN THE FIELD. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE IMMEDIATELY. 2.THE CONTRACTOR SHALL USE ONE SINGLE BENCH-MARK FOR ALL WORK AND CONSTRUCTION PHASES. 3.CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION. THE GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN ACCORDANCE WITH “DIG-SAFE” NOTIFICATION PROCEDURES. CALL DIG-SAFE AT 811 OR 1-DIG-SAFE AT LEAST 48 HOURS IN ADVANCE OF SCHEDULED WORK. 4.THE GENERAL CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING EARTHWORK, PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOPS AND BOTTOMS OF SLOPES. 5.COMPACT SUBGRADE PRIOR TO ANY FINISH GRADING. REMOVE ALL SOFT SPOTS OBSERVED OR IDENTIFIED IN FIELD. 6.ALL GRADING SHALL COMPLY WITH THE RULES AND REGULATIONS OF THE LOCAL ARCHITECTURAL ACCESS BOARD (ABA) AND THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES (ADAAG), LATEST EDITION. IN CASE OF CONFLICT BETWEEN REGULATIONS, THE GUIDELINES PROVIDING GREATER ACCESS SHALL APPLY. 7.ALL NEW PAVEMENT AREAS SHALL BE PITCHED SO AS TO PROVIDE POSITIVE DRAINAGE TOWARDS THE STREET CURB OR TOWARDS PROPOSED DRAINAGE STRUCTURES. 8.THE CONTRACTOR SHALL NOTIFY THE OWNERS REPRESENTATIVE BEFORE PLACING ANY PAVEMENT WITH A CROSS PITCH THAT IS GREATER THAN 2%, LESS THAN 1%, AND NOT NOTED AS SUCH ON THE DRAWINGS. PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM OF ONE-EIGHTH INCH (1/8”) PER FOOT (12”). 9.RIM ELEVATIONS OF ALL DRAINAGE STRUCTURES AND OTHER UTILITY STRUCTURES SHALL BE SET FLUSH WITH FINAL SURROUNDING GRADES SO AS NOT TO CAUSE A TRIP EDGE. 10.FINAL SHAPING OF ALL EARTHWORK SHALL BE DIRECTED AND APPROVED IN THE FIELD BY THE OWNER'S REPRESENTATIVE TO REVIEW AND APPROVE SUBGRADE IN PLANT BEDS PRIOR TO PLACING ANY LOAM. 11.PROVIDE POSITIVE DRAINAGE AWAY FROM FACE OF BUILDING AT ALL LOCATIONS. 12.ANY ALTERATIONS TO THESE DRAWINGS MADE IN THE FIELD DURING CONSTRUCTION SHALL BE RECORDED BY THE GENERAL CONTRACTOR ON “AS BUILD” DRAWINGS AND BE PRE-APPROVED WITH THE OWNER'S REPRESENTATIVE. 13.EXCAVATION REQUIRED WITHIN PROXIMITY OF EXISTING UTILITY LINES OR TREES TO REMAIN SHALL BE DONE BY HAND. THE GENERAL CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO COST TO THE OWNER. 14.NO TOPSOIL SHALL BE REMOVED FROM THE SITE UNLESS APPROVED IN ADVANCE BY THE OWNER'S REPRESENTATIVE. M M M OHOHG G UG UG UG X X X X X X X X X X X X X X X X X X X X X OHOHOHOHOHOHWWWWWWWWWW W W ØØW ØØØØØØØØØØØØØUT UT UT 401/36 37 38 WATER MANHOLE RIM = 298.8 BLOWOFF VALVE ASSUMED LOCATION OF EXISTING WATER MAIN CLASS III WETLAND CLASS III WETLAND 50' S. B U RL. CLASS III WETL A N D BUFFE R 50' S.BURL.CLASS IIIWETLANDBUFFER12" CMP i = 293.59 i = 293.58 291 297 290 289288 288 289 290 291 28 7292293294 295296297298299300301297298299300301289290291 292 293 295 294 298295296297294293292291290 298 291 292 29 3 2 9 4 2 9 5296 291 292 2 9 3 294 29629529429929 8 29 7 29 6 2 9 6 29 7 29 8 299 299295 296 297 298 299299 298 299 298 297 296 295 294 295298 298 300 299 298 297 296 295294 296295 294293292 28 8 2 8 9288 2892902912872892 9 0 291292293294 294 292 293 294 295 29 8 29629 5 298 297 299 2 9 9 299 301300 301298297296295WWW WWWWWW12" AC WATER MAIN APPROX. LOCATION PER CWD DDX XXXX X X X XXX XXX XXXXX XXXXBUILDING 8 BUILDING 5 BUILDING 2 BUILDING 7 BUILDING 6 BUILDING 1 XXXXXX5% MAX.XXWWWWWWW W W W W W W W W W W W W W W W W W W W W SW WSSSSS S FM FM FM FM FM FM FM FM FM FM FM FM FM FM S S S SSS SUG UG UG UG UG UG UG UG UGUGUGUGUGUG UG UG UG G G GGGGG G G G G G UG DDDDDDDD DDD D D D D DD SS W G G G S WBUILDING 3 BUILDING 4 WS S D DD D FFE 298.5 FFE 298.5 FFE 299.5 X XX X X XXXXX X XXXXXXXXXXXXXXXX XS S S299298 29 8 296297 298298299300300 299 298 297297 299 2992982992 9 9 2 9 9 299 299 299 299 298 298 297 297 297 298297 298 298298 294295296297 297 298 298 298 2 9 8 300 294295 296295294294295296 29 8 297 298 299 299 299 294295296 299 299 299 297 296295294293 297296295294293 297 296295294 297 296 298 297296298296 298 29 7 294 295 293 296 288290 292 4" SDR 21 FORCE MAIN PUMP STATION VALVE PIT 18" STORMWATER PIPE FIRE HYDRANT, TYP. BIORETENTION POND, TYP. PRECAST CONCRETE DEEP SUMP CATCH BASIN STORM DRAINAGE MANHOLE, TYP. SEWER MANHOLE, TYP. STORMWATER DISCHARGE PIPE WATER SERVICE WITH CURB STOP, TYP. SEWER SERVICE FOR EXISTING RESIDENCE SEWER SERVICE, TYP. FORCEMAIN SENDING PIT - DIRECTIONAL DRILL UNDER WETLAND SLEEVE PIPE, TYP. BEEHIVE GRATE OVERFLOW NYLOPLAST DEEP SUMP CATCH BASIN PERFORATED RISER, TYP. PEASTONE FILTER STRIP, TYP. FFE 299.5 FFE 299.5 FFE 299.5 FFE 299.5 FFE 299.5OHUG X X X X X X X X X X X OHOHOHWWWWW ØØØØØØØXXXXXXXUT SSSSINTERSTATE 89 S401/36 37 38 INTERSTATE 89 N ASSUMED LOCATION EXISTING SEPTIC AREA ASSUMED LOCATION OF WATER SERVICE EXISTING WATER SERVICE EXISTING SEPTIC TANK REFERENCE EC-4-0700 ASSUMED LOCATION OF WATER SERVICE WATER MANHOLE RIM = 298.8 BLOWOFF VALVE ASSUMED LOCATION OF EXISTING WATER MAIN EXISTING SMH ROUND RIM = ±303.0 iIN/OUT = ±291.5 EXISTING SMH SQUARE RIM = ±303.2 iIN/OUT = ±293.228828929 0 291292293294292293295296 297294294 2912922932 8 8289290291292293 293 293 29730030230329829930230230130130430130230330330329829930030429729 8 2 9 9 300 2972982993003003043053023013063013023033033053043003023 0 1 30430 5 306 303300302301304305306 303303304 300 302 301 303 299 304305306301302303305304295296297298299 30 0 295296 297298299 2 9 8 29 9 30 0 298 299 300 295296294297295296294300299298297291292293294295296297290300298299WWWW12" AC WATER MAIN APPROX. LOCATION PER DWWWW W W W W W W W W W SSS FM FM FM FM FM FM FM FM FM FM S SUG UG UG UG UGUGUG G GGG G DDDDD D D G S D XX XXX XX X XXXXXXXXXXS 4" SDR 21 FORCE MAIN DIRECTIONAL DRILL SENDING PIT, OPEN EXCAVATION FROM THE PUMP STATION TO THIS POINT. DIRECTIONAL DRILL UNDER INTERSTATE 89 TO THE LOCATION SHOWN ON THE PLANS NAMED RECEIVING PIT. DIRECTIONAL DRILL RECEIVING PIT. FROM THIS POINT TO TO THE PROPOSED MANHOLE, OPEN TRENCH CUT. PROPOSED SEWER MANHOLE RIM = ±302.25 iIN = ±290.5 iOUT = ±290.4 12" PIPE PUMP STATION VALVE PIT 18" STORMWATER PIPE FIRE HYDRANT, TYP. BIORETENTION POND, TYP. PRECAST CONCRETE DEEP SUMP CATCH BASIN STORM DRAINAGE MANHOLE, TYP. SEWER MANHOLE, TYP. STORMWATER DISCHARGE PIPE WATER SERVICE WITH CURB STOP, TYP. SEWER SERVICE FOR EXISTING RESIDENCE SEWER SERVICE, TYP. FORCEMAIN SENDING PIT - DIRECTIONAL DRILL UNDER WETLAND SLEEVE PIPE, TYP. BEEHIVE GRATE OVERFLOW NYLOPLAST DEEP SUMP CATCH BASIN PERFORATED RISER, TYP. PEASTONE FILTER STRIP, TYP. Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY No. 9020 CIVILABIGAIL A. D E RYSTATE O F VER M O NT PROF E SSIONAL E N G INEERLICE N S E D Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLANNING ENVIRONMENTAL SPAN: 600-188-11469 PARCEL: 1640-00600 Utility Plan Overview C3-01 5/14/2021 As Shown 19-268 ALR AAD 600 Spear FJT, LLC 600 Spear Street South Burlington, Vermont SEWER CONNECTION PLAN 1" = 80'-0"A B UTILITY PLAN 1" = 40'-0" Revised Layout1 03/18/22 TCE UG X X X X X X X X X X X X X X X X X X X X X X X X X S ØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØUT CLASS III WETLAND CLASS III WETLAND 50' S.B U RL. CLASS III WETL A N D BUFF E R 50' S.BURL. CLASS IIIWETLAND BUFFER291 297 290 289 288 288 289 290 291 289 290 291 292 293 295 294 298295296297294293292 291 290 298 2 9 5296 299 298 299 298 297 296 295 294 295298 298 298 297 296 2 9 0 291292293294 294 292 293 294 295 29 8 2 9 9 299298297 XX XXX XX XXXXXXXX XX XXX XXX XX XXXXX XX XXX XXXXXXXXXXXXXXXXX X X XXXXXXXBUILDING 8 BUILDING 5 BUILDING 2 BUILDING 7 BUILDING 6 BUILDING 1 XXXXXXXXXXXXXXXXXWWWWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WSSW W WWSSSSSSSSSS S S S FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM S S S S S S SS S SSSSSSS UG UG UG UG UG UG UG UG UG UG UG UGUGUGUGUGUGUGUGUGUGUG UG UG UG UG UG UG UG UG G G G G GGGGGGGG G G G G G G G G G UG UG DDDDD DDDDDDDDDDDD D DDDDDD D D D D D D D D D D D D D D D D D SS W WS S W W S WG G G G G G GS S BUILDING 3 BUILDING 4 WWPROPOSED BLOW-OFF HYDRANT S S S SS D D DDD D D D FFE 298.5 FFE 298.5 FFE 299.5 DD D DD X X X XXXXXXXXXXXXXXXS S S S S SDD 298 296 297 298298 297297 299 2992982992 9 9 2 9 9 299 299 299 299 298 298 297 297 297 298297 298 298298 294 295 296 297 297 298 298 298 2 9 8 294 295 296 295 294 294 295 296 29 8 297 298 299 299 299 294 295 296 299 299 299 297 296 295 294 293 297 296 295 294 293 297 296 295 294 297 296 298 297296298296 298 29 7 294 295 293 296 288290 292 PROPOSED 2" PE WATER/FIRE SERVICE (TYPICAL) 8x6x8 TEE REDUCE TO 6" DR-14 TO FIRE HYDRANT PROPOSED 6" GATE VALVE PROPOSED FIRE HYDRANT PROPOSED 8" DR-9 WATER MAIN TO MEEET AWWA C901 FFE 299.5 FFE 299.5 FFE 299.5 FFE 299.5 FFE 299.5 SMH 2 RIM =297.6 E iIN (8") =291.09 S iIN (8") =290.04 W iOUT (8") =290.99 SMH 1 RIM =297.0 SW iIN (4") =290.45 E iIN (8") =290.45 iOUT (8") =290.35 PUMP STATION RIM = 296.50 iIN (8") = 290.22 iOUT (4") = 289.00 BOTTOM = 279.00 VALVE PIT RIM = 296.5 iIN/OUT = 289.00 1" PE WATER SERVICE SMH 4 RIM = 298.0 SE iIN (4") = 293.52 S iIN (4") = 293.52 W iOUT (8") = 293.42 SMH 3 RIM = 297.5 E iIN (8") = 292.78 SE iIN (4") = 297.73 W iOUT (8") = 292.68 SMH 8 RIM = 298.5 S iIN (8") = 292.11 W iIN (4") = 292.11 N iOUT (8") = 292.01 SMH 7 RIM = 297.6 E iIN (4") =292.46 SE iIN (8") = 292.46 N iOUT (8") = 292.36 SMH 10 RIM = 298.0 W iIN (6") = 292.38 NE iOUT (6") = 292.28 SMH 9 RIM = 299.6 S iIN (8") = 291.71 SW iIN (6") = 291.71 W iIN (4") = 291.71 N iOUT (8") = 291.61 SMH 6 RIM = 297.5 E iIN (8") = 292.97 NW iOUT (8") = 292.87 SMH 5 RIM = 298.0 NE iIN (4") = 293.7 W iOUT (8") = 293.62 0 Feet Graphic Scale 20 40 60 15°±VT GridMagneticSheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY No. 9020 CIVILABIGAIL A. D E RYSTATE O F VER M O NT PROF E SSIONAL E N G INEERLICE N S E D Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLANNING ENVIRONMENTAL 1 03/18/22 TCERevised Layout SPAN: 600-188-11469 PARCEL: 1640-00600 Wastewater and Water Utility Plan C3-02 5/14/2021 1" = 20' 19-268 MMI AAD 600 Spear FJT, LLC 600 Spear Street South Burlington, Vermont G UG UG UG UG X X X X X X X X X X X X X X X X X X X X X X X X X S W ØØØØØØØØØØØØØØØØØØØØØØUT UT UT UT 18" CMP i = 286.0 12" CMP i = 293.59 i = 293.58 291 297 290 289 288 288 289 290 291 28 7 297298289 290 291 292 293 295 294 298295296297294293292291 290 298 291 292 29 3 2 9 4 2 9 5296 291 292 29 3 294 294299 299295 296 297 298 299299 298 299 298 297 296 295 294 295298 298 299 298 297 296 295294 296295 294293292 28 8 2 8 9 290 2892 9 0 291292293294 294 292 293 294 295 29 8 2962 95 298 297 299 2 9 9 299 301 300298297296295 DDX X X XXXXXXX X X X X X X XXXXX X X XXXXX XXXXXXX X XXXXXBUILDING 8 BUILDING 5 BUILDING 2 BUILDING 7 BUILDING 6 BUILDING 1 XXXXXXXXXXXXXXWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W WSW WSSSSSSS S FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM S S S S S SSSSS UG UG UG UG UG UG UG UG UG UG UG UGUGUGUGUGUGUG UG UG UG UG G G G GGGGG G G G G G G G G G UG DDDDDDDDDD DDDD D D D D D D D D D D D D S WS W G G G G G S WBUILDING 3 BUILDING 4 WS S D DD D FFE 298.5 FFE 298.5 FFE 299.5 D D X X XX X X X XXXXXX XXXXXXXXXXXXXXXS S S SDD299298 2 98 296297 298298299300300 299 298 297297 299 2992982992 9 9 2 9 9 299 299 299 299 298 298 297 297 297 298297 298 298298 294 295296 297297 298 298 298 2 9 8 300 294 295 296295294294295296 298 297 298 299 299 299 294295296 299 299 299 297 296295294293 297 296295294293 297 296295294 297 296 298 297296298296 298 29 7 294 295 293 296 288290 292 PROPOED 20' S. BURL. SW ACCESS EASEMENT PROPOSED 10' S. BURL. SW ACCESS EASEMENT PROPOSED 10' S. BURL. SW ACCESS EASEMENT NYLOPLAST DEEP SUMP CB R=296.6 12" iOUT=294.6 SUMP=290.6 PRECAST CONCRETE DEEP SUMP CB R=297.75 12" iOUT=293.7 SUMP=289.7 PRECAST CONCRETE DEEP SUMP CB R=296.6 12" iOUT = 293.6 SUMP=289.6 STONE DIAPHRAGM (TYP.) PROPOSED 10' S. BURL. SW ACCESS EASEMENT PROPOSED 10' S. BURL. SW ACCESS EASEMENT i=293.5 i=294.3 i=294.3 i=293.5 6" PERFORATED HDPE UNDERDRAIN (TYP.) DMH R=297.0 iIN=290.2 iOUT=290.1 i=288.0 DMH R=294.0 iIN=288.4 iOUT=288.3 DMH R=294.0 iIN(E)=288.7 iIN(S)=288.7 iOUT=288.6 DMH R=294.0 iIN(E)=289.4 iIN(S)=289.4 iOUT=289.3 DMH R=294.0 iIN(E)=289.9 iIN(S)=289.9 iOUT=289.8 iIN=290.0 i=294.5 12" H D P E12" HDPE12" HDPE DMH R=298.7 iIN=290.4 iOUT=290.3 DMH R=298.9 iIN(W)=293.1 iIN(S)=290.8 iOUT=290.7 18" HDPE18" HDPE18" HDPE12" HDPE 6" HDPE 6" H D P E6" HDPE12" HDPE 6" HDPE 18" HDPE18" HDPEi=294.8 i=294.8 6" HDPE i=291.0 BIORETENTION AREA 1 TOP OF MULCH = 294.0 6" PERFORATED UNDERDRAIN = 291.25 1" CPv ORIFICE = 295.0 8" OVERFLOW GRATE = 295.6 BIORETENTION AREA 2 TOP OF MULCH = 296.0 6" PERFORATED UNDERDRAIN = 293.25 1" CPv ORIFICE = 297.0 8" OVERFLOW GRATE = 297.8 BIORETENTION AREA 3 TOP OF MULCH = 296.0 6" PERFORATED UNDERDRAIN = 293.25 1" CPv ORIFICE = 297.0 8" OVERFLOW GRATE = 297.6 BIORETENTION AREA 4 TOP OF MULCH = 293.0 6" PERFORATED UNDERDRAIN = 290.25 1" CPv ORIFICE = 294.0 8" OVERFLOW GRATE = 295.1 BIORETENTION AREA 5 TOP OF MULCH = 294.0 6" PERFORATED UNDERDRAIN = 291.25 1" CPv ORIFICE = 295.0 8" OVERFLOW GRATE = 296.0 FFE 299.5 FFE 299.5 FFE 299.5 FFE 299.5 FFE 299.5 ACCESS TO SOLAR AREA 0 Feet Graphic Scale 40 80 120 15°±VT GridMagneticSheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY No. 9020 CIVILABIGAIL A. D E RYSTATE O F VER M O NT PROF E SSIONAL E N G INEERLICE N S E D Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLANNING ENVIRONMENTAL 1 03/18/22 TCERevised Layout SPAN: 600-188-11469 PARCEL: 1640-00600 Stormwater Utility Plan C3-03 5/14/2021 1" = 40' 19-268 MMI AAD 600 Spear FJT, LLC 600 Spear Street South Burlington, Vermont M M M G G UG UG UG UG X X X X X X X X X X X X X X X X X OHOHOHOHOHOHOHOHSWWWWW WWWWW W W ØØØØØØØØØØØØØØØØØØØØØØØØØW ØØØØØØØØØØØØUT UT UT UT 24" MAPLE CLASS III WETLAND CLASS III WETLAND BLUE SPRUCE 50' S. B U RL. CLAS S III WETL A N D BUFFE R 50' S.BURL.CLASS IIIWETLANDBUFFER50'WETLANDBUFFER291 297 290 289 288 288 289 290 291 296297298299300301298289 290 291 292 293 295 294 298295296297294293292291 290 298 291 292 29 3 2 9 4 2 9 5296 291 292 29 3 295 296 297 298 299299 298 299 298 297 296 295 294 295298 298 300 299 298 297 296 2942932 9 0 291292293294 292 293 294 295 29 8 2962 95 298 297 299 2 9 9 299 301 300301298297296WWWWWWWWWTREE TO REMOVED AdA AdD HnB EXISTING DA 1 3.566 AC 0.271 AC IMP Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY No. 9020 CIVILABIGAIL A. D E RYSTATE O F VER M O NT PROF E SSIONAL E N G INEERLICE N S E D Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLANNING ENVIRONMENTAL 1 03/18/22 TCERevised Layout SPAN: 600-188-11469 PARCEL: 1640-00600 Pre-Construction Stormwater Plan C4-01 5/14/2021 1" = 30' 19-268 MMI AAD 600 Spear FJT, LLC 600 Spear Street South Burlington, Vermont 0 Feet Graphic Scale 30 60 90 NRCS SOIL TYPE (TYP.) PROJECT INFORMATION: 1.OWNER/APPLICANT: 600 SPEAR FJT, LLC 600 SPEAR EBT, LLC ONE NATIONAL LIFE DRIVE - M230 MONTPELIER, VERMONT 05604 2.TAX PARCEL ID: SPAN: 600-188-11469 PARCEL: 1640-00600 3.PHYSICAL ADDRESS 600 SPEAR STREET OF PROPERTY:SOUTH BURLINGTON, VERMONT 05403 4.PARCEL SIZE: 8.63± AC 5.TOTAL EXISTING IMPERVIOUS AREA:0.463 AC ROOFTOP:8,541 SF 0.196 AC GRAVEL:11,632 SF 0.267 AC TC: L = 370' S = 2.7% 15°±VT GridMagneticPROJECT LOCATION S/N-001 KEY: EXISTING DRAINAGE AREA 1 NRCS SOIL BOUNDARY (TYP.) RECEIVING WATER AT S/N 001: UNNAMED WETLAND TRIBUTARY OF THE POTASH BROOK G UG UG UG UG X X X X X X X X X X X X X X X X X OHOHOHOHOHOHOHOHSWWWWW WWWWW W W ØØØW ØØØØØØØØØØØØUT UT UT UT50'WETLANDBUFFER291 297 290 289 288 288 289 290 291 296297298299300301298299289 290 291 292 293 295 294 298295296297294293292291 290 298 291 292 29 3 2 9 4 2 9 5296 291 292 29 3 295 296 297 298 299299 298 299 298 297 296 295 294 295298 298 300 299 298 297 296 2952942932 9 0 291292293294 292 293 294 295 29 8 2962 95 298 297 299 2 9 9 299 301 300301298297296WWWWWWWWWDX X X XXXXXXX X X X X X X XXXXX X X XXXXX XXXXXXX X XXXXXBUILDING 8 BUILDING 5 BUILDING 2 BUILDING 7 BUILDING 6 BUILDING 1 XXXXXXXXXXX5% MAX.XXXWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W WSW WSSSSSSS S FM FM FM FM FM FM FM FM FM FM FM FM FM FM S S S S S SSSSS DDDDDDDDDD DDDD D D D D D D D D D D D D SWS W S WBUILDING 3 BUILDING 4 WS S AdA AdD HnB D DD D FFE 298.5 FFE 298.5 FFE 299.5 D D X X XX X XXXXXXXXXXXX XS S S S DRAINAGE AREA 1 1.028 AC 0.672 AC IMP DRAINAGE AREA 2A 0.522 AC 0.231 AC IMP DRAINAGE AREA 2B 0.353 AC 0.102 AC IMP DRAINAGE AREA 3 1.223 AC 0.769 AC IMP DRAINAGE AREA 4 0.441 AC 0.240 AC IMP299 29829 8 296297 298298299300300 299 298 297297 299 2992982992 9 9 2 9 9 299 299 299 299 298 298 297 297 297 298297 298 298298 294 295296 297 297 298 298 298 2 9 8 300 294 295 296295294294295296 29 8 297 298 299 299 299 294295296 299 299 299 297 296295294293 297 296295294293 297 296295294 297 296 298 297296298296 298 29 7 294 295 293 296 288290 292 PROPOED 20' S. BURL. SW ACCESS EASEMENT PROPOSED 10' S. BURL. SW ACCESS EASEMENT PROPOSED 10' S. BURL. SW ACCESS EASEMENT NYLOPLAST DEEP SUMP CB R=296.6 12" iOUT=294.6 SUMP=290.6 PRECAST CONCRETE DEEP SUMP CB R=297.75 12" iOUT=293.7 SUMP=289.7 PRECAST CONCRETE DEEP SUMP CB R=296.6 12" iOUT = 293.6 SUMP=289.6 STONE DIAPHRAGM (TYP.) PROPOSED 10' S. BURL. SW ACCESS EASEMENT PROPOSED 10' S. BURL. SW ACCESS EASEMENT i=293.5 i=294.3 i=294.3 i=293.5 6" PERFORATED HDPE UNDERDRAIN (TYP.) DMH R=297.0 iIN=290.2 iOUT=290.1 i=288.0 DMH R=294.0 iIN=288.4 iOUT=288.3 DMH R=294.0 iIN(E)=288.7 iIN(S)=288.7 iOUT=288.6 DMH R=294.0 iIN(E)=289.4 iIN(S)=289.4 iOUT=289.3 DMH R=294.0 iIN(E)=289.9 iIN(S)=289.9 iOUT=289.8 iIN=290.0 i=294.5 12" H D P E12" HDPE12" HDPE DMH R=298.7 iIN=290.4 iOUT=290.3 DMH R=298.9 iIN(W)=293.1 iIN(S)=290.8 iOUT=290.7 18" HDPE18" HDPE18" HDPE12" HDPE 6" HDPE 6" H D P E6" HDPE12" HDPE 6" HDPE 18" HDPE18" HDPEi=294.8 i=294.8 6" HDPE i=291.0 FFE 299.5 FFE 299.5 FFE 299.5 FFE 299.5 FFE 299.5 Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY No. 9020 CIVILABIGAIL A. D E RYSTATE O F VER M O NT PROF E SSIONAL E N G INEERLICE N S E D Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLANNING ENVIRONMENTAL 1 03/18/22 TCERevised Layout SPAN: 600-188-11469 PARCEL: 1640-00600 Proposed Stormwater Plan C4-02 02/04/2022 1" = 30' 19-268 MMI AAD 600 Spear FJT, LLC 600 Spear Street South Burlington, Vermont 0 Feet Graphic Scale 30 60 90 NRCS SOIL TYPE (TYP.) 15°±VT GridMagneticPROJECT LOCATION STORMWATER MAINTENANCE NOTES & RECOMMENDATIONS: 1.THE PURPOSE OF THIS PLAN IS TO PROVIDE GUIDANCE FOR OPERATING AND MAINTAINING THE STORMWATER TREATMENT SYSTEM. THE TREATMENT SYSTEM IS SUBJECT TO NATURAL ELEMENTS AND WILL REQUIRE PERIODIC MAINTENANCE AND REPAIRS. THE COMPONENTS OF THE TREATMENT SYSTEM HAVE BEEN IDENTIFIED ON THIS PLAN AND SPECIFIC MAINTENANCE NOTES FOR EACH COMPONENT HAVE BEEN PROVIDED BELOW. THE TREATMENT SYSTEM COMPONENTS SHOULD BE INSPECTED ANNUALLY IN THE SPRING AS INDICATED IN THE PERMIT CONDITIONS. 2.GENERAL MAINTENANCE: EACH SPRING THE ENTIRE SITE SHOULD BE INSPECTED FOR ANY AREAS OF EROSION, WHICH SHOULD BE REPAIRED AS NECESSARY. AN ENGINEER SHOULD BE CONSULTED IF THERE ARE AREAS WHICH ROUTINELY ERODE. 3.BIORETENTION BASIN: THE BIORETENTION BASINS ALLOW RUNOFF TO FILTER INTO SOIL AND STONE OVER A PERIOD OF TIME PRIOR TO DISCHARGE VIA THE UNDERDRAIN. THE BIORETENTION BASINS HAVE TWO FEET OF BIORETENTION MEDIA AND ARE PLANTED. ANY EROSION OR ACCUMULATED SEDIMENT WITHIN THE BASINS SHOULD BE REPAIRED. ANY DEAD OR DYING VEGETATION SHOULD BE REMOVED AND REPLACED. THE UNDERDRAINS SHOULD BE MAINTAINED ANNUALLY AND BE CHECKED FOR CLOGGING. PROJECT INFORMATION: 1.OWNER/APPLICANT: 600 SPEAR FJT, LLC 600 SPEAR EBT, LLC ONE NATIONAL LIFE DRIVE - M230 MONTPELIER, VERMONT 05604 2.TAX PARCEL ID: SPAN: 600-188-11469 PARCEL: 1640-00600 3.PHYSICAL ADDRESS 600 SPEAR STREET OF PROPERTY:SOUTH BURLINGTON, VERMONT 05403 4.PARCEL SIZE: 8.63± ACRES EXISTING CONDITIONS EXISTING IMPERVIOUS (INCLUDING:20,173 SF 0.463 AC OUTSIDE OF DRAINAGE AREA) PROPOSED CONDITIONS EXISTING IMPERVIOUS TO BE REMOVED:3,990 SF 0.092 AC EXISTING IMPERVIOUS TO REMAIN:8,345 SF 0.192 AC NOT FOR PERMIT COVERAGE PROPOSED NEW IMPERVIOUS:80,648 SF 1.851 AC PAVEMENT:43,255 SF 0.993 AC SIDEWALK:15,298 SF 0.351 AC ROOFTOP:19,476 SF 0.447 AC GRAVEL:2,619 SF 0.060 AC PROPOSED REDEVELOPMENT:7,582 SF 0.174 AC TOTAL POST DEVELOPMENT IMPERVIOUS:96,575 SF 2.217 AC TOTAL PROPOSED TREATED IMPERVIOUS:2.014 AC NOTES: 1.THE APPLICATION FOR THIS PROJECT (SD-21-19) WAS DEEMED ADMINISTRATIVELY COMPLETE MAY 24, 2021. THE LOCAL GOVERNING REGULATIONS FOR THE PROJECT ARE THE SOUTH BURLINGTON LAND DEVELOPMENT REGULATIONS DATED DECEMBER 28, 2020. 2.RAIN GUARDIAN TURRETS AND INLET LOCATIONS ARE SHOWN SCHEMATICALLY AND ARE FOR REFERENCE ONLY. LOCATIONS AND QUANTITY MAY CHANGE OR BE REVISED IF REQUIRED FOR GRADING, DRAINAGE, AND TREATMENT. BIORETENTION AREA 1 BIORETENTION AREA 4 BIORETENTION AREA 2 BIORETENTION AREA 3 BIORETENTION AREA 5 TC: L = 165' S = 1.8% TC: L = 165' S = 1.8% TC: L = 91' S = 1.4% TC: L = 254' S = 2.2% TC: L = 179' S = 3.2% KEY: PROPOSED DRAINAGE AREA PROPOSED REDEVELOPMENT S/N-001 NRCS SOIL BOUNDARY (TYP.) PURPOSE OF PLAN THE PURPOSE OF THIS PLAN IS TO SHOW THE POST-CONSTRUCTION DRAINAGE AREA AND PROPOSED STORMWATER TREATMENT PRACTICES FOR TREATMENT OF NEW IMPERVIOUS ASSOCIATED WITH A PROPOSED PUD. THE PUD WILL INCLUDE EIGHT NEW MULTIFAMILY RESIDENCES AS WELL AS NEW CITY STREETS AND SIDEWALKS. THE EXISTING COMMERCIAL BUILDING IS NOT FOR PERMIT COVERAGE. THE PROPOSED STORMWATER TREATMENT WAS DESIGNED IN ACCORDANCE WITH THE 2017 VERMONT STORMWATER MANAGEMENT MANUAL, 3-9050 GENERAL STORMWATER OPERATIONAL PERMIT, AND THE 2021 SOUTH BURLINGTON CITY ORDINANCE: STORMWATER UPGRADE FEASIBILITY ANALYSIS. UG UG X X X X X X X X X X X X X X X X X X X X X X X X X S ØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØUT UT 291 297 290 289 288 288 289 290 291 289 290 291 292 293 295 294 298295296297294293292291 290 298 296299 298 299 298 297 296 295 294 295298 298 298 297 296 295294289290291292293294 294 292 293 294 295 2 9 8 2 95 2 9 9 299298297296 UG UG UG UG UG UG UG UG UG UG UG UGUGUGUGUGUGUGUGUGUGUG UG UG UG UG UG UG UG UG G G G G GGGGGGGG G G G G G G G G G G UG UG DDDDD DDDDDDDDDDDD D DDDDDD D D D D D D D D D D D D D D D D D G G G G G G G D D DDD D D DDD D DD X XXXXXXXXXXXXXX 298296297 298298298 297297 299 2992982992 9 9 2 9 9 299 299 299 299 298 298 297 297 297 298297 298 298298 294 295 296 297297298 298 298 2 9 8 294 295 296 295 294294 295296 29 8 297 298 299 299 299 294 295296 299 299 299 297 296295294293 297 296295294293 297 296295294 297 296 298 297296298296 298 29 7 294 295 293 296 288290 292 SILT FENCE (TYP) SILT FENCE (TYP) INLET PROTECTION (TYP) INLET PROTECTION (TYP) LIMIT OF DISTURBANCE LIMIT OF DISTURBANCE 0 Feet Graphic Scale 20 40 60 15°±VT GridMagneticSheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY No. 9020 CIVILABIGAIL A. D E RYSTATE O F VER M O NT PROF E SSIONAL E N G INEERLICE N S E D Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLANNING ENVIRONMENTAL 1 03/18/22 TCERevised Layout SPAN: 600-188-11469 PARCEL: 1640-00600 Overall EPSC Plan C5-01 5/14/2021 1" = 20' 19-268 ---- AAD 600 Spear FJT, LLC 600 Spear Street South Burlington, Vermont BARRIER TAPE SILT FENCE EPSC LEGEND SILT BAG INLET PROTECTION STONE CHECKDAM PROPOSED TREELINE W/ TREE PROTECTION Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY No. 9020 CIVILABIGAIL A. D E RYSTATE O F VER M O NT PROF E SSIONAL E N G INEERLICE N S E D PRELIMINARY Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLANNING ENVIRONMENTAL Stormwater Details C8-401 04/22/2021 Shown 19-268 AAD 600 Spear FJT, LLC 600 Spear Street So. Burlington, Vermont SW-001 1" = 1' LAST REVISED 03/22/2017TRUDELL CONSULTING ENGINEERS TYPICAL STORM DRAIN TRENCH 1' FINISHED ROAD GRADE D + 8"1' NOTES ON STORM DRAIN TRENCH: A WET TRENCH SHALL BE DEWATERED PRIOR TO INSTALLING BEDDING DEPTH OF STORM DRAIN LINES VARY, REFER TO PLANS FOR DEPTH IN APPROPRIATE LOCATIONS. D FOR PAVED SURFACES VARIES(SEE PAVEMENT SECTION)FOR GRASSED AREAS REPLACE TOPSOIL, SEED, AND MULCH OVERFILL TO ALLOW FOR SETTLEMENT. THOROUGHLY COMPACTED SELECTED BACKFILL FROM TRENCH EXCAVATION, FREE OF STONES LARGER THAN 3" IN DIAMETER. COMPACT BACKFILL IN 6" LIFTS. STORM DRAIN, (SEE SITE PLAN FOR PIPE SIZE & MATERIAL) THOROUGHLY COMPACTED 3/4" CRUSHED STONE BEDDING FOR CMP, PVC, OR HDPE PIPE. UNDISTURBED SOIL SW-005 1/2" = 1' LAST REVISED 08/08/2014TRUDELL CONSULTING ENGINEERS TYPICAL STORMWATER MANHOLE MAXIMUM PIPE SIZE MANHOLE NOTES 1.IF DEPTH OF MANHOLE IS 7 FEET OR LESS FROM RIM TO CENTERLINE INVERT, THEN A FLAT TOP WILL BE INSTALLED. IF DEPTH IS MORE THAN 7 FEET, THEN A CONICAL TOP WILL BE INSTALLED. 2.ADJUST RIM AS NEEDED TO MATCH FINAL PAVEMENT.6"48"VARIES12" INCREMENTS8"32" MIN.56" MAX.12"STORM DRAIN LINE 24" OPENING4"36"5" HEAVY DUTY FRAME & LID LABELED "DRAIN" NEENAH R-1649 OR LEBARON LC 266 GROUT FRAME TO 4 INCHES FROM TOP PRECAST CONCRETE ADJUSTMENT RING SECTION MINIMUM 4 INCHES, MAXIMUM 12 INCHES ECCENTRIC CONICAL TOP SECTION COPOLYMER POLYPROPYLENE LADDER RUNGS 12" O.C. BUTYL JOINT SEALANT WELDED WIRE FABRIC (6 X 6 WWF) RUBBER BOOT (PRESS SEAL PSX) #4 BARS, 12" O.C., BOTH WAYS 12" GRAVEL OR 1" STONE FOR SUB-BASE OR AS REQUIRED BY ENGINEER IF WET AND OR UNSTABLE CONDITIONS EXIST. UNDISTURBED SOIL 30" PVC 24" RCP,CSP,CAAP,CPEP 1 2 1 2 6" PERFORATED UNDERDRAIN WRAPPED IN FILTER FABRIC BIORETENTION AREA #1 INV = 206.3 BIORETENTION AREA #2 INV = 206.25 12" THICK STONE LAYER FILTER FABRIC BETWEEN SOIL AND STONE 2.0' BIORETENTION SOIL LAYER (SEE SITE PLAN FOR SOIL AREA) BIORETENTION MIX 85-88% SAND 8-12% SILT 0-2% CLAY 3-5% ORGANIC MATTER (COMPOST) 0.2% PHOSPHORUS MAX 3" MULCH LAYER BIORETENTION AREAS TOP OF MULCH ELEV. BIORETENTION AREA #1 = 209.25 BIORETENTION AREA #2 = 209.0 SW-031LAST REVISED 04/08/2018TRUDELL CONSULTING ENGINEERS PEA STONE DIAPHRAGM FOR BIORETENTION AREA #1 REFER TO TYPICAL SIDWALK DETAIL 12 X 24 INCH PEA STONE DIAPHRAGM ASTM D 448 OR EQUIVALENT FILTER FABRIC MIRAFI 140N OR EQUIVALENT WRAP FABRIC 6" BELOW GRADE 24"12"6"SLOPE SEE SITE PLAN FOR GRADING 30 MIL MIN. POLY LINER TO BE INSTALLED AROUND ENTIRE BIORETENTION AREA AND BENEATH UNDERDRAIN. CONTRACTOR TO ENSURE LINER IS SEALED AND WATERTIGHT. ENGINEER TO VERIFY LINER INSTALLATION PRIOR TO BACKFILL. LINER TO EXTEND 2' MINIMUM UP SIDES OF BASIN NOTE: SEE SITE PLAN FOR CORE LOCATION, PIPE SIZE AND INVERT. PHOSPHORUS LEVELS SHALL BE VERIFIED BY TESTING OF BIORETENTION SOIL TO BE PROVIDED BY CONTRACTOR. THE SOIL SHALL BE TESTED USING THE MORGAN METHOD OR APPROVED EQUIVALENT. THE TEST RESULTS SHALL BE SUBMITTED TO AND APPROVED BY THE ENGINEER. THE TEST RESULTS SHALL BE RECORDED WITH THE LOCAL DESIGN/PERMIT RECORDS. BIORETENTION AREA TOP OF MULCH EXTEND 30 MIL LINER FROM BIORETENTION AREA #1 UNDER STONE DIAPHRAGM EXTEND 30 MIL LINER TO EXTEND HALF THE WIDTH OF THE ADJOINING SIDEWALK SW 20.1.2LAST REVISED 03/31/2021TRUDELL CONSULTING ENGINEERS TYPICAL UNDERDRAIN CLEANOUT DETAIL 1"=1' BACKFILLED TRENCH 4" PVC SDR 35 RISER 4" PVC SDR 35 PIPE 4" PVC SDR 35 45° ELBOW D"xD"x4" PVC SDR 35 45° WYE GENERAL FOUNDRIES #18111 COVER, "CLEANOUT" LABEL 4" CAP 6" PVC SDR 35 SLEEVE 9" 10" IN PAVED AREAS IN GRASSED AREAS 18" 4"x4" PT POST (OPTIONAL) FLOW SW 000.1.1LAST REVISED 03/08/2021TRUDELL CONSULTING ENGINEERS CONTRACTOR'S CERTIFICATION FOR STORMWATER SYSTEM CONTRACTOR'S CERTIFICATION REQUIRED PRIOR TO THE DESIGN ENGINEER CERTIFYING THAT THE INSTALLATION HAS BEEN INSTALLED IN ACCORDANCE WITH THE PERMITTED DESIGN, THE CONTRACTOR SHALL PROVIDE A CERTIFICATION THAT THE STORMWATER SYSTEM WAS INSTALLED AND TESTED (IF APPLICABLE)IN GENERAL ACCORDANCE WITH THE APPROVED DESIGN PLANS. STATE PERMITS REQUIRE THERE SHALL BE NO SIGNIFICANT DEVIATIONS FROM THE APPROVED PLANS WITHOUT PRIOR APPROVALS. THE DESIGN ENGINEER SHALL BE NOTIFIED AND ALLOWED TO OBSERVE THE CRITICAL PHASES OF CONSTRUCTION INCLUDING ANY REQUIRED TESTS. LIKEWISE, THE DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DEVIATIONS FROM THE APPROVED PLANS. SINCE THE DESIGN ENGINEER DOES NOT CUSTOMARILY OBSERVE ALL PHASES OF THE WORK, OR ALL TESTING, HE WILL RELY ON THE CONTRACTOR'S CERTIFICATION AS THE BASIS FOR FINAL CERTIFICATION. CRITICAL STORMWATER SYSTEM COMPONENTS TO BE CERTIFIED MAY INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO, SHAPES OF DRAINAGE SWALES, VOLUMES OF TREATMENT PRACTICES, SLOPE OF DISCONNECT AREAS, AND OUTLET SIZE AND ELEVATIONS. THE CONTRACTOR SHALL SHALL THEREFORE SIGN AND RETURN A COPY OF THE FOLLOWING CERTIFICATION UPON COMPLETION OF THE WORK: "I HEREBY CERTIFY THAT I HAVE INSTALLED, PROPERLY TESTED (IF APPLICABLE), AND SUCCESSFULLY PASSED THOSE TESTS, AND THE STORMWATER TREATMENT AND COLLECTION SYSTEM(S) ARE BUILT IN GENERAL ACCORDANCE WITH THE APPROVED DESIGN PLANS AND APPLICABLE PERMIT CONDITIONS." CONTRACTOR NAME: AUTHORIZED AGENTS NAME: SIGNATURE: DATE: NOTE ANY DEVIATIONS FROM APPROVED PLANS HERE: NOTE: THE CERTIFICATION AND THE PROJECT ENGINEER'S SUBSEQUENT CERTIFICATION DOES NOT VOID THE CONTRACTOR FROM REPAIR OR REPLACEMENT OF DISCREPANCIES DISCOVERED AT A LATER DATE. THE CONTRACTOR REMAINS RESPONSIBLE, INCLUDING CUSTOMARY GUARANTEE AND WARRANTY PERIODS. SW 020.2.1 1/2"=1' LAST REVISED 03/15/2021TRUDELL CONSULTING ENGINEERS POLYETHYLENE (HDPE) END SECTION ELEVATION VIEW "D" POLYETHYLENE FLARED END SECTION, POLYETHYLENE FLARED END SECTION, SITE PLAN SLOPE AS PER SIDES OF END SECTION TO MATCH TAPERED FINISHED GRADE ADS OR EQUAL. PLAN VIEW ADS OR EQUAL. SITE PLAN SLOPE AS PER INLET CONDITION OUTLET CONDITION OUTLET CONDITION INLET CONDITION "D" MINIMUM AREA 5' WIDE x 20' LONG PROVIDE 18" TYPE II RIPRAP OVER 12" TYPE P204 RIPRAP UNLESS INDICATED OTHERWISE SMOOTH INTERIOR, CORRUGATED EXTERIOR, HIGH DENSITY POLYETHYLENE PIPE (HDPE). ADVANCED DRAINAGE SYSTEMS (ADS) N-12 OR EQUA. Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY No. 9020 CIVILABIGAIL A . D E RYSTA TE O F VER M ONT PROF E SSIONAL E N G INEERL ICEN S E D PRELIMINARY Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLAN NING ENVIRON MENTAL Stormwater Details C8-402 04/22/2021 Shown 19-268 AAD 600 Spear FJT, LLC 600 Spear Street So. Burlington, Vermont TESTING STORMWATER MANHOLES AND STRUCTURES (NOT APPLICABLE TO STORMWATER OUTLET STRUCTURES, FILTERRA UNITS, AND TURRET) 1.*ALL TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE TOWN ENGINEER OR PUBLIC WORKS DEPARTMENT AND TRUDELL CONSULTING ENGINEERS (TCE). CONTRACTOR SHALL PRE-TEST SUCCESSFULLY PRIOR TO CONTACTING ENGINEER. THE PRE-TEST IS TO ENSURE PASSING RESULTS PRIOR TO OFFICIAL TESTING OBSERVATION. 2.EACH STRUCTURE SHALL BE TESTED BY MEANS OF A WATER TEST OR VACUUM TEST PRIOR TO THE BACKFILLING OF THE STRUCTURE. IN ANY CASE THERE SHALL BE NO VISIBLE LEAKAGE INTO THE BASE OR WALLS OF A COMPLETED STRUCTURE. 3.AFTER THE STRUCTURE HAS BEEN ASSEMBLED IN PLACE, ALL LIFTING HOLES AND EXTERIOR JOINTS SHALL BE FILLED AND PAINTED WITH AN APPROVED NON-SHRINKING MORTAR IN MANHOLES. THE TEST SHALL BE MADE PRIOR TO PLACING THE SHELF AND INVERT. IF THE GROUNDWATER TABLE HAS BEEN ALLOWED TO RISE ABOVE THE BOTTOM OF THE STRUCTURE, THE ENGINEER MAY DIRECT IT TO BE LOWERED FOR THE DURATION OF THE TEST. ALL PIPES AND OTHER OPENINGS INTO THE STRUCTURE SHALL BE SUITABLY PLUGGED AND THE PLUGS BRACED TO PREVENT DISPLACEMENT. 4.IF THE CONTRACTOR ELECTS TO BACKFILL PRIOR TO WATER TESTING, FOR ANY REASON, IT SHALL BE AT HIS OWN RISK AND IT SHALL BE INCUMBENT UPON THE CONTRACTOR TO DETERMINE THE REASON FOR ANY FAILURE OF THE TEST. NO ADJUSTMENT IN THE LEAKAGE ALLOWANCE WILL BE MADE FOR UNKNOWN CAUSES SUCH AS LEAKAGE OF PLUGS, ABSORPTION, ETC. I.E., IT WILL BE ASSUMED THAT ALL LOSS OF WATER DURING THE TEST IS A RESULT OF LEAKS THROUGH THE JOINTS OR THROUGH THE CONCRETE. FURTHERMORE, THE CONTRACTOR SHALL TAKE ANY STEPS NECESSARY TO ASSURE THE ENGINEER THAT THE WATER TABLE IS BELOW THE BOTTOM OF THE STRUCTURE THROUGHOUT THE TEST. 5.IF THE GROUNDWATER TABLE IS ABOVE THE HIGHEST JOINT IN THE STRUCTURE, AND IF THERE IS NO LEAKAGE INTO THE STRUCTURE AS DETERMINED BY THE ENGINEER, SUCH A TEST CAN BE USED TO EVALUATE THE WATER TIGHTNESS OF THE STRUCTURE. HOWEVER, IF THE ENGINEER IS NOT SATISFIED, THE CONTRACTOR SHALL LOWER THE WATER TABLE AND CARRY OUT THE TEST AS DESCRIBED HEREINBEFORE. 6.MANHOLE WATER TEST: THE STRUCTURE SHALL BE FILLED WITH WATER TO THE TOP OF THE RISERS, PAST ALL SEAMS. THE TANKS SHALL SIT FOR A PERIOD OF ONE HOUR TO ALLOW FOR ABSORPTION. AFTER ONE HOUR, THE STRUCTURE SHALL BE REFILLED TO THE TOP ABOVE ALL SEAMS. THE TANK SHALL BE TESTED FOR A MINIMUM OF 6 HOURS. AT THE END OF THE 6-HOUR TEST PERIOD, THE MANHOLE SHALL BE REFILLED TO THE STARTING POINT, MEASURING THE VOLUME OF WATER ADDED. THE VOLUME OF WATER ADDED SHALL BE CONVERTED TO A 24-HOUR RATE AND THE LEAKAGE DETERMINED ON THE BASIS OF DEPTH. THE LEAKAGE FOR EACH MANHOLE SHALL NOT EXCEED ONE GALLON PER VERTICAL FOOT FOR A 24 HOUR PERIOD AND THERE SHALL BE NO VISIBLE INFILTRATION. REPAIRS BY APPROVED METHODS MAY BE MADE, AS DIRECTED BY THE ENGINEER, TO BRING THE LEAKAGE WITHIN ALLOWABLE RATE OF ONE GALLON PER FOOT PER DAY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO UNCOVER THE MANHOLE, AS NECESSARY, AND TO DISASSEMBLE, RECONSTRUCT OR REPLACE IT AS DIRECTED BY THE ENGINEER. THE MANHOLE SHALL THEN BE RETESTED. 7.TANK WATER TEST: THE STRUCTURE SHALL BE FILLED WITH WATER TO THE TOP OF THE RISERS, PAST ALL SEAMS. THE TANKS SHALL SIT FOR A PERIOD OF 24-HOURS TO ALLOW FOR ABSORPTION. PLASTIC, STEEL, AND FIBERGLASS TANKS DO NOT NEED A 24-HOUR ABSORPTION PERIOD AND MAY BE TESTED IMMEDIATELY. AFTER 24-HOURS, REFILL THE TANK. IF AFTER ONE HOUR THERE IS NO MEASURABLE DROP IN FLUID LEVEL THE TANK SHALL BE CONSIDERED WATER TIGHT. 8.MANHOLE VACUUM TEST: THE CONTRACTOR SHALL FURNISH THE MANHOLE CONE SEAL, VACUUM PUMP, ALL NECESSARY GAUGES, HOSES, AND EQUIPMENT TO PERFORM THE TEST. 8.1.MANHOLES THAT HAVE BEEN BACKFILLED SHALL BE EXCAVATED TO EXPOSE THE ENTIRE EXTERIOR OR THE WATER TEST SHALL BE USED. 8.2.A PLATE WITH AN INFLATABLE RUBBER RING THE SIZE OF THE TOP OF THE MANHOLE SHALL BE INSTALLED BY INFLATING THE RING WITH AIR TO A PRESSURE ADEQUATE TO PREVENT LEAKAGE OF AIR BETWEEN THE RUBBER RING AND THE MANHOLE WALL. 8.3.PUMP THE AIR OUT OF THE MANHOLE THROUGH AN OPENING IN THE TEST PLATE UNTIL A VACUUM IS CREATED INSIDE THE MANHOLE EQUAL TO 10 INCHES OF MERCURY USING AN APPROVED VACUUM GAUGE. THEN STOP THE REMOVAL OF AIR AND BEGIN THE TEST. 8.4.THE VACUUM DROP SHALL NOT EXCEED 1 INCH OF MERCURY OVER A 2 MINUTE PERIOD FOR MANHOLES 0-10' DEEP, OVER 2.5 MINUTES FOR MANHOLES 10.1-15' DEEP, AND OVER 3 MINUTES FOR MANHOLES DEEPER THAN 15'. IF MORE THAN A 1 INCH DROP OCCURS WITHIN 2 MINUTES, THE MANHOLE HAS FAILED THE TEST, AND IT SHALL BE REPAIRED OR RECONSTRUCTED AND THEN RETESTED UNTIL IT PASSES AT NO EXPENSE TO OWNER. 9.TANK VACUUM TEST: 9.1.USING A VACUUM TEST, SEAL THE EMPTY TANK AND RISERS AND APPLY A VACUUM TO 4 INCHES (100 MM) OF MERCURY. THE TANK IS CONSIDERED WATERTIGHT IF 90% OF THE VACUUM IS HELD FOR 5 MINUTES PER ASTMC1277-13 SEPTIC TANKS. 10.BACKFILL AROUND THE STRUCTURE UPON SATISFACTORY TEST RESULTS. TRUDELL CONSULTING ENGINEERS LAST REVISED 01/14/2020 SN-007 SEE SITE PLANS FOR LOCATIONS, PIPE SIZES, AND INVERT ELEVATIONS RAIN GUARDIAN TURRET DETAIL Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY No. 9020 CIVILABIGAIL A. D E RYSTATE O F VER M O NT PROF E SSIONAL E N G INEERLICE N S E D PRELIMINARY Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLANNING ENVIRONMENTAL Erosion Details C8-501 04/22/2021 Shown 19-268 AAD 600 Spear FJT, LLC 600 Spear Street So. Burlington, Vermont E 050.1.1LAST REVISED 04/01/2021TRUDELL CONSULTING ENGINEERS TEMPORARY SOIL STOCKPILE EROSION PROTECTION NOTES: 1.INSTALL SILT FENCE ALONG CONTOUR ON DOWNSLOPE SIDE OF STOCKPILE. COMPLETELY ENCLOSE STOCKPILE ON FLAT SITES. SILT FENCE TO REMAIN IN PLACE UNTIL MATERIAL IS REMOVED AND AREA IS STABILIZED. 2.A MINIMUM OF 5' SEPARATION BETWEEN THE TOE OF THE STOCKPILE SLOPE AND THE SILT FENCE IS REQUIRED AT ALL TIMES 5' TO 10' SILT FENCE 5' TO 10' SILT FENCE MAINTAIN VEGETATED COVER SOIL STOCKPILE 19' (MAX.) OPENING IN SILT FENCE FOR ACCESS TO STOCKPILE TO BE LOCATED AT THE UPGRADIENT END OF FLOW 2 1 FLOW SOIL STOCKPILE TEMPORARY SEED & MULCH 5' TO 10' SILT FENCE INSTALL SHALLOW TRENCH AROUND MOUND TRUDELL CONSULTING ENGINEERS TYPICAL SILT FENCE WITH WIRE REINFORCEMENT E 020.1.2LAST REVISED 04/01/2021 CONSTRUCTION SPECIFICATION FOR SILT FENCE 1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES. WIRE FENCE REINFORCEMENT REQUIRED WITHIN 100 FT UPSLOPE OF RECEIVING WATERS. 2.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 6" MAXIMUM MESH OPENING. 3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. 4.PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN SEDIMENT REACHED HALF OF FABRIC HEIGHT. 6.INSPECT SILT FENCE AT LEAST ONCE A WEEK AND WITHIN 24 HOURS AFTER EACH RAIN EVENT. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND SEDIMENT REMOVED WHEN IT REACHES 1/3 THE HEIGHT OF THE FENCE. 7.UPON FINAL STABILIZATION OF THE AREA UPHILL OF THE SILT FENCE, IT SHALL BE REMOVED WITH THE APPROVAL OF THE ENGINEER. 6" (MIRAFI ENVIROFENCE, OR APPROVED EQUAL MAY BE SUBSTITUTED.) FLOW FILTER FABRIC, OR WOVEN WIRE FABRIC 1 1/2" HARDWOOD POSTS OR METAL STAKE (6' TO 10' MAX. O.C.) KEY FABRIC INTO GROUND (MIN. 6") 16" MIN. 20" MIN. UNDISTURBED SOIL BACKFILL WIRE REINFORCEMENT E 030.1.1LAST REVISED 04/01/2021TRUDELL CONSULTING ENGINEERS STABILIZED CONSTRUCTION ENTRANCE CONSTRUCTION SPECIFICATIONS 1.STONE SIZE - USE 4-8" CRUSHED STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2.LENGTH - NOT LESS THAN 50' (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30' MINIMUM LENGTH APPLIES). 3.THICKNESS - NOT LESS THAN 8". 4.WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE. 5.GEOTEXTILES MUST BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6.SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARDS CONSTRUCTION ENTRANCES SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 7.MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY AND DISPOSED OF IN ACCORDANCE WITH THE EPSC PLANS. (i.e. PLACED IN A SOIL STOCKPILE OR AREA WHERE IT CAN BE STABILIZED PER EPSC DETAILS). IF SWEEPING IS THE CHOSEN METHOD FOR REMOVAL THE SWEPT MATERIAL MUST BE COLLECTED AND DISPOSED OF AS STATED ABOVE. 8.WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED ACCORDING TO PERMIT REQUIREMENTS BASED ON SITE CONDITIONS, WEATHER AND FLOW OF TRAFFIC. PUBLIC ROADWAY PROFILE EXCAVATION SITE PLAN SEE CONSTRUCTION SPECIFICATION 4 4-8" CRUSHED STONE AGGREGATE PLACED ON GEOTEXTILE FABRIC 4" ABOVE EXISTING GRADE 4" BELOW EXISTING GRADE 50' VARIES 8" EXCAVATION SITE EXISTING GRADE GEOTEXTILE FABRIC PROVIDE A DIVERSION RIDGE WHEN THE GRADE EXCEEDS 2% TO KEEP RUNOFF & SEDIMENT OUT OF THE PUBLIC ROAD R=12' E 080.1.2LAST REVISED 04/01/2021TRUDELL CONSULTING ENGINEERS TEMPORARY VEGETATED SWALE 3H:1V NOTE: DITCHES < 5% - REINFORCE WITH SC-150BN DITCHES > 5% - REINFORCE WITH VMAX C-350BN DITCHES > 20% - REINFORCE WITH VMAX P550 INSTALLED PER MANUFACTURER REQUIREMENTS CONSTRUCTION SPECIFICATIONS FOR VEGETATED SWALES 1.ALL TREES, BRUSH, STUMPS, OBSTRUCTIONS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE REMOVED AND DISPOSED OF SO AS NOT TO INTERFERE WITH THE PROPER FUNCTIONING OF THE WATERWAY. 2.THE WATERWAY SHALL BE EXCAVATED OR SHAPED TO LINE, GRADE, AND CROSS SECTION AS REQUIRED TO MEET THE CRITERIA SPECIFIED HEREIN, AND BE FREE OF BANK PROJECTIONS OR OTHER IRREGULARITIES WHICH WILL IMPEDE NORMAL FLOW. 3.FILLS SHALL BE COMPACTED AS NEEDED TO PREVENT UNEQUAL SETTLEMENT THAT WOULD CAUSE DAMAGE IN THE COMPLETE WATERWAY. 4.ALL EARTH REMOVED AND NOT NEEDED IN CONSTRUCTION SHALL BE SPREAD OR DISPOSED OF SO THAT IT WILL NOT INTERFERE WITH THE FUNCTIONING OF THE WATERWAY. 5.STABILIZATION SHALL BE DONE ACCORDING TO THE APPROPRIATE STANDARD AND SPECIFICATIONS FOR VEGETATIVE PRACTICES. A. FOR DESIGN VELOCITIES OF LESS THAN 3.5 FPS, SEEDING AND MULCHING MAY BE USED FOR THE ESTABLISHMENT OF THE VEGETATION. IT IS RECOMMENDED THAT, WHEN CONDITIONS PERMIT, TEMPORARY WATERWAYS OR OTHER MEANS SHOULD BE USED TO PREVENT WATER FROM ENTERING THE WATERWAY DURING THE ESTABLISHMENT OF VEGETATION. B. FOR DESIGN VELOCITIES OF MORE THAN 3.5 FPS, THE WATERWAY SHALL BE STABILIZED WITH SOD, WITH SEEDING PROTECTED BY JUTE OR OTHER MATTING OR WITH SEEDING AND MULCHING INCLUDING TEMPORARY DIVERSION OF THE WATER UNTIL THE VEGETATION IS ESTABLISHED. ESTABLISH GRASS SC-2 2' MIN.2' E 000.2.2LAST REVISED 12/30/2020TRUDELL CONSULTING ENGINEERS SEEDING - 85 90 80 85 GERMINATION 0-5 0-5 25-30 30-40 30-40 WEIGHT (POUNDS PER ACRE) WHITE CLOVER RED TOP PERENNIAL RYE KENTUCKY BLUEGRASS CREEPING RED FESCUE COMMON NAME MOLDY WILL NOT BE ACCEPTABLE. THE FOLLOWING SEED MIXTURE SHALL BE USED: SEED SHALL BE FRESH, CLEAN, NEW SEED. SEED WHICH HAS BECOME WET AND/OR AFTER THE FINISHED GRADE HAS BEEN ESTABLISHED AND THE FERTILIZER SPREAD, PLANT THE SPECIFIED SEED MIXTURE AT A RATE OF 4 POUNDS PER 1000 SQUARE FEET AND WORK FIRMLY INTO THE SOIL. APPLY SEED ON THE PREPARED SEED BED WITH APPROVED MECHANICAL SEEDERS OR HYDROSEEDING EQUIPMENT. UPON COMPLETION OF THE ABOVE PLANTING OPERATIONS, ROLL ALL AREAS WITH A WATER FILLED GARDEN ROLLER, LEAVING THE SURFACE OF ALL AREAS TRUE TO GRADE, SMOOTH, AND FREE FROM HOLLOWS OR OTHER IRREGULARITIES. THOROUGHLY WATER ALL NEWLY PLANTED LAWNS IMMEDIATELY AFTER PLANTING, USING A FINE SPRAY. PROTECT BANKS AND SWALES, AND PREVENT OR REPAIR EROSION THAT OCCURS. BANKS, SWALES OR OTHER GRADED AREAS THAT HAVE BEEN WASHED OUT OR HAVE BECOME DAMAGED SHALL BE REPAIRED IMMEDIATELY. UNLESS APPROVAL IS GRANTED BY THE ENGINEER TO PLANT OFF SEASON, SEEDING WILL BE CONDUCTED ONLY DURING THE PERIOD FROM APRIL 15 TO JUNE 1 OR AUGUST 15 TO OCTOBER 15. SO AS NOT TO CAUSE INTERFERENCE, NO SEEDING IS TO PROCEED BEFORE OTHER PHASES OR THE WORK HAS PROGRESSED SUFFICIENTLY. E 000.3.1LAST REVISED 12/30/2020TRUDELL CONSULTING ENGINEERS STABILIZATION REQUIREMENTS ALL AREAS OF DISTURBANCE MUST HAVE TEMPORARY OR FINAL STABILIZATION WITHIN SEVEN DAYS OF THE INITIAL DISTURBANCE. AFTER THIS TIME, ANY DISTURBANCE IN THE AREA MUST BE STABILIZED AT THE END OF EACH WORK DAY. THE FOLLOWING EXCEPTIONS APPLY: 1. STABILIZATION IS NOT REQUIRED IF WORK IS TO CONTINUE IN THE AREA WITHIN THE NEXT 24 HOURS AND THERE IS NO PRECIPITATION FORECAST FOR THE NEXT 24 HOURS. 2.STABILIZATION IS NOT REQUIRED IF THE WORK IS OCCURRING IN A SELF-CONTAINED EXCAVATION (I.E. NO OUTLET) WITH A DEPTH OF 2 FEET OR GREATER (E.G. HOUSE FOUNDATION EXCAVATION, UTILITY TRENCHES) STABILIZATION IS TO BE ACCOMPLISHED IN ACCORDANCE WITH DETAILS SHOWN. E 000.2.1LAST REVISED 02/18/2020TRUDELL CONSULTING ENGINEERS GRADING A.GENERAL: UNIFORMLY GRADE AREAS WITHIN THE LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. SMOOTH FINISHED SURFACES WITHIN THE SPECIFIED TOLERANCES, COMPACT WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE INDICATED, OR BETWEEN SUCH POINTS AND EXISTING GRADES. B.GRADING OUTSIDE BUILDING LINES: GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM THE STRUCTURES AND TO PREVENT PONDING. FINISH SURFACES FREE FROM IRREGULAR SURFACE CHANGES, AND AS FOLLOWS: 1. LAWN OR UNPAVED AREAS: FINISH AREAS THAT ARE TO RECEIVE TOPSOIL TO WITHIN 0.10 FEET ABOVE OR BELOW THE REQUIRED SUBGRADE ELEVATIONS. LAWNS SHALL BE GRADED SO THAT NO PONDING OCCURS. THE GRADING OF LAWNS WILL BE UNACCEPTABLE IF PONDING OCCURS. 2. WALKS: SHAPE THE SURFACE OF AREAS UNDER WALKS TO LINE, GRADE AND CROSS-SECTION, WITH FINISH SURFACES NOT MORE THAN 0.10 FEET ABOVE OR BELOW THE REQUIRED SUBGRADE ELEVATION. 3. PAVEMENTS: SHAPE THE SURFACE OF AREAS UNDER PAVEMENTS TO LINE, GRADE AND CROSS- SECTION, WITH THE FINISH SURFACE NOT MORE THAN 0.10 FEET ABOVE OR BELOW THE REQUIRED SUBGRADE ELEVATION. PAVEMENTS MUST DRAIN SO THAT NO WATER PONDING OCCURS. IF PONDING OCCURS, THE PAVING WILL BE UNACCEPTABLE. C.GRADING SURFACE OF FILL UNDER BUILDING SLABS: GRADE SMOOTH AND EVEN, FREE OF VOIDS, AND COMPACT AS SPECIFIED TO THE REQUIRED ELEVATION. PROVIDE FINAL GRADES WITHIN A TOLERANCE OF 1/2 INCH WHEN TESTED WITH A 10 FOOT STRAIGHTEDGE. E 000.1.1LAST REVISED 12/30/2020TRUDELL CONSULTING ENGINEERS GENERAL CONSTRUCTION SEQUENCE 1. INSTALL BARRIER TAPE. 2. INSTALL CONSTRUCTION ENTRANCE AS SPECIFIED IN PHASE. 3. INSTALL SILT FENCE IN LOCATION SHOWN ON PLANS AS DETAILED. 4. STAKE OUT CONSTRUCTION, CLEAR AND GRUB. 5. STOCK PILE, PROCESS, AND DISPOSE OF TREES. 6. CONSTRUCT NECESSARY STABILIZED CONSTRUCTION ROADS, ESTABLISH DITCHLINES FROM DOWNHILL TO UPHILL, INSTALL CHECK DAMS AND EROSION CONTROL FABRIC IN DITCHLINES AS DETAILED. MAINTAIN TRAFFIC FLOW AS SHOWN. 7. CONSTRUCT SITE FEATURES. 8. VEGETATE AND STABILIZE AS NECESSARY WITHIN SEVEN DAYS. 9. RECEIVE APPROVAL FROM ON-SITE CO-ORDINATOR PRIOR TO MOVING TO NEXT PHASE. TYPICAL SAND BAG INLET PROTECTION 12 IN. MINIMUM LAST REVISED 04/01/2021 E 040.1.3TRUDELL CONSULTING ENGINEERS 18 1/2 IN. X 28 IN. WOVEN POLYPROPYLENE BAGS. FILL 1/2 - 2/3 FULL WITH 1/2 TO 1 IN. CLEAN STONE CONCRETE CURB IF APPLICABLE SURROUND INLET WITH TWO COURSES OF BAGS (MINIMUM) INTERWEAVE BAG ENDS TO CLOSE GAPS BETWEEN BAGS AND TO SEAL BAGS; TAMP BAGS IN PLACE NOTE: THE 12-INCH HEIGHT REQUIREMENT IS WAIVED IN CASES WHERE IT WILL CAUSE FLOOD DAMAGE IF THE STONE BAGS ARE OVERTOPPED UNDISTURBED SOIL FINISHED GRADE EXTRA SAND BAGS AS NEEDED INLET GRATE, INSTALL COIL INLET FILTER MAT ON GRATE WITH ZIP TIES FLOW OHG G UG UG UG UG X X X X X X X X X X X X X X X X X X X X X OHOHOHOHOHOHOHOHOHSWWWWWW WWWWW W W ØØØW ØØØØØØØØØØ2" UT UT UT UT 2" 18" MAPLE 401/36 37 38 WATER MANHOLE RIM = 298.8 BLOWOFF VALVE ASSUMED LOCATION OF EXISTING WATER MAIN TBM NAIL IN POLE #38 BLUE SPRUCE 291 297 290 289 288 288 289 290 291 28 7294 295296297298299300301297298299300301289 290 291 292 293 295 294 298295296297294293292291 290 298 291 292 29 3 2 9 4 2 9 5296 291 292 2 9 3 299299 298 299 298 297 296 295 294 295298 298 300 299 298 297 296 295294 293292291289 2 9 0 291292293294 294 292 293 294 295 29 8 2962 9 5 298 297 299 2 9 9 299 301 300301298297296WWWWWWWWWW12" AC WATER MAIN APPROX. LOCATION PER CWD X X X XXXXXXX X X X X X X XXXXX X X XXXXX XXXXXXX X XXXXXXXXXXXXXXXXXXXWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W WSW WSSSSSSS S FM FM FM FM FM FM FM FM FM FM FM FM FM S S S S S SSSSS UG UG UG UG UG UG UG UG UG UG UG UGUGUGUGUGUGUG UG UG UG UG G G G GGGGG G G G G G G G G G G UG DDDDDDDDDD DDDD D D D D D D D D D D D D SWS W G G G G G S WWS S D DD D D D X X XX XXXXXXXXXXX XS S S S 5 AC 3 TO 3 NS 2 QR 3 PG 3 NS 1 PG 1 AF 3 CC 1 QR 1 AB 9 RA 1 HV 1 ML 3 BN 1 AA 1 AA 1 ML 9 RA 9 RA 9 SB 9 SB 6 HA 15 HA 12 HA 6 HA 3 AS STORMWATER TREATMENT AREA 4 STORMWATER TREATMENT AREA 1 STORMWATER TREATMENT AREA 2 STORMWATER TREATMENT AREA 5 STORMWATER TREATMENT AREA 3 STORMWATER TREATMENT AREA 6 STORMWATER TREATMENT AREA 7 8 VP 3 AF 3 GT 3 UA1 AF 1 UA 2 GT 2 QR 1 UA 1 NS 3 PS 1 GT 1 ML 2 UA 1 UA 1 ML 1 ML 1 HV 9 RA 1 AS 1 NS 1 AS 1 AB 1 QR 2 UA 1 AF 1 AF 1 AF 2 GT 1 HV 1 AS 9 CAF 3 PS 1 GT 1 HV 9 RA 9 RA 9 SB 9 SB 9 SB 9 SB 6 HA 1 AB 1 QR 1 GT 1 ML 3 AS 6 HA 11 HA 14 HA 6 HA 1BN 8 AA 12 VT 1 HV 4 AA 9 VT 9 CAF 9 CAF 9 CAF 2 AA 1 BN 45 CAK 30 PVS 30 EP 15 RF 0 Feet Graphic Scale 30 60 90 Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY Field Book: 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLANNING ENVIRONMENTAL 1 03/18/22 TCERevised Layout SPAN: 600-188-11469 PARCEL: 1640-00600 Landscape Plan LA1-01 5/14/2021 1" = 30' 19-268 ---- AAD 600 Spear FJT, LLC 600 Spear Street South Burlington, Vermont 15°±VT GridMagneticSEE LA1-02 FOR PLANT SCHEDULE Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY Field Book: 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLANNING ENVIRONMENTAL 1 03/18/22 TCERevised Layout SPAN: 600-188-11469 PARCEL: 1640-00600 Landscape Plan LA1-02 5/14/2021 ---- 19-268 RMP AAD 600 Spear FJT, LLC 600 Spear Street South Burlington, Vermont PLANT SCHEDULE *NOTE APPROXIMATE HERBACEOUS PLANTING QUANTITIES ARE SHOWN ON THE PLANT LIST. A FULL PLANTING PLAN WILL BE DEVELOPED FOR FINAL PLAT. PLANTING NOTES 1.LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING AND REPORT ANY CONFLICTS TO THE OWNER'S REPRESENTATIVE. 2.ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMUM GUIDELINES ESTABLISHED FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. INC. IN ADDITION, ALL NEW PLANT MATERIAL FOR THE PROJECT SHALL BE OF SPECIMEN QUALITY. 3.ALL NEW WOODY STEM PLANTS SHALL BE BALLED AND BURLAPPED OR CONTAINER GROWN, UNLESS OTHERWISE NOTED ON THE PLANT SCHEDULE. 4.THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON THE DRAWINGS. IF MINOR DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND THE NUMBER OF PLANTS IN THE PLANT SCHEDULE, THE PLANTING PLAN SHALL GOVERN. 5.ALL NEW TREES SHALL BE TAGGED AND APPROVED BY THE LANDSCAPE ARCHITECT AT THE NURSERY PRIOR TO DIGGING OR DELIVERY TO THE SITE. FOR SHRUBS AND SMALLER MATERIALS, REPRESENTATIVE TAGGING BY THE LANDSCAPE ARCHITECT WILL BE ACCEPTABLE. 6.NO TREES SHALL BE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING. TREES SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS THEY BARE TO FINISH GRADE BEFORE BEING DUG IN THE NURSERY. PRIOR TO PLANTING, REMOVE THE TOP OF THE BURLAP AND CONFIRM THAT PLANT ROOT CROWNS ARE NOT COVERED BY SOIL FROM THE NURSERY. 7.STAKE LOCATION OF ALL PROPOSED PLANTING FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO COMMENCEMENT OF PLANTING. 8.ALL EXISTING TREES TO REMAIN SHALL BE PRUNED AND FERTILIZED BY A CERTIFIED ARBORIST. 9.AGED BARK MULCH SHALL BE APPLIED TO ALL PLANT BEDS AT A 2" DEPTH, TYPICAL. 10.ALL LAWN AREAS DISTURBED BY CONSTRUCTION OPERATIONS INSIDE AND OUTSIDE THE LIMIT OF WORK SHALL BE LOAMED AND SEEDED AS SPECIFIED. 11.ALL AREAS TO BE SEEDED SHALL RECEIVE SOIL PREPARATION AS SPECIFIED PRIOR TO SEEDING, UNLESS OTHERWISE NOTED ON PLAN. 12.ALL AREAS TO BE SEEDED WITH LAWN MIX SHALL RECEIVE 6" TOPSOIL PRIOR TO SEEDING. 13.ALL NEW TREES SHALL BE GUARANTEED BY THE CONTRACTOR FOR 1 YEAR MIN. FROM TIME OF WRITTEN ACCEPTANCE OF THE PROJECT. Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM ENGINEERING SURVEY Field Book: 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLAN NING ENVIRON MENTAL Landscape Details LA2-01 04/22/2021 Shown 19-268 AAD 600 Spear FJT, LLC 600 Spear Street South Burlington, Vermont 1 XX/XX/XX XXXRevision SPAN: 600-188-11469 PARCEL: 1640-00600 L-010.1.1 TREE PLANTING TRUDELL CONSULTING ENGINEERS LAST REVISED 12/29/2020 18"18"12"MIN.NOTE: EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING, OR SURVEYORS TAPE TO PREVENT FUTURE GIRDLING. SURROUNDING SOIL SHOULD NOT EXCEED 80% COMPACTION, DRAINAGE WILL BE REQUIRED IF COMPACTED SOILS ARE PRESENT PLANTING PIT IS (3) TIMES THE DIAMETER OF THE ROOT BALL NOTE: 1. ALL TREE PLANTING BEDS ARE TO BE CONTINUOUS, COMPLETELY DUG OUT AND BACKFILLED WITH THE PROPER PLANTING BED BACKFILL MATERIAL. NYLON STRAP WITH 3/4" GROMMETS FASTEN WIRE BELOW POINT OF MAJOR BRANCHING OR TO MAJOR OUTSIDE TRUNK. 2 12" HARDWOOD STAKES. ALIGN STAKES PARALLEL W/ ROAD/ WALKS OR PARALLEL W/ DIRECTION OF PREVAILING WIND TEMPORARY WATERING BASIN BREAK APART EDGE OF EXCAVATION W/ SHOVEL AND BLEND PLANT MIX W/ EXISTING SOIL TO PROVIDE TRANSITION TO UNDISTURBED GRADE UNDISTURBED GRADE EXCAVATE ONLY TO SPECIFIED PLANTING DEPTH TO ENSURE STABLE BASE FINISH GRADE BACKFILL MIX FOR TREE PLANTING BEDS REMOVE TOP HALF OF WIRE CAGE CUT AND REMOVE BURLAP FROM ROOTBALL 2" HEMLOCK BARK MULCH, KEPT 3" MIN AWAY FROM TRUNK TOP OF ROOTBALL, ROOT FLARE SHOULD BE EVIDENT. IF ROOT FLARE IS NOT EVIDENT, THEN SCRAPE OFF THE TOP LAYER OF SOIL BUILD UP ON TOP OF ROOTBALL FROM NURSERY. DECIDUOUS TREE L-010.1.5 EVERGREEN TREE PLANTING TRUDELL CONSULTING ENGINEERS LAST REVISED 12/29/2020 12" LENGTH SET BY HEIGHT OF ROOTBALL 3 1 2" SHREDDED BARK MULCH, AS SPECIFIED (HOLD MULCH OFF ROOT FLARE) 2"X2"X10' FIR STAKES , STAINED BLACK; 3 PER TREE EQUALLY SPACED AROUND ROOT BALL; ALL POSTS SHALL BE PLUMB AND HAVE SAME HEIGHT ABOVE FINISH GRADE. GUY WIRE SHALL BE NEW PLIABLE ANNEALED GALVANIZED SOFT STEEL WIRE OF NO. TEN(10) GAUGE SIZE. ENCASE WIRE AROUND TRUNK IN TWO-PLY, BLACK, REINFORCED RUBBER GARDEN HOSE TREE SHALL BE PLANTED WITH TOP OF ROOTBALL BEARING THE SAME RELATIONSHIP TO FINISHED GRADE AS TO PREVIOUS EXISTING GRADE. TREE SHALL BE PLUMB AFTER SETTLEMENT 4'PLANTING SOIL MIX ROLL BURLAP BACK FROM TOP 1/3 OF ROOTBALL BEFORE BACKFILLING. UNTIE ROPE FROM TRUNK FREE DRAINING SCARIFIED SUBGRADE 1/2" = 1' L-020.1.5 SHRUB PLANTING LAST REVISED 11/02/2021TRUDELL CONSULTING ENGINEERS12" MIN.PLACE SHRUBS PERPENDICULAR TO GRADE CURB 2" BARK MULCH: PULL MULCH AWAY FROM BASE OF SHRUB, HOLD TOP OF SETTLED MULCH 1" BELOW CURB PLANTING SOIL MIX THROUGHOUT ENTIRE PLANTING AREA FINISH GRADE PLACE ROOTBALL ON COMPACTED SUBGRADE FREE DRAINING SCARIFIED UNDISTURBED SUBGRADE 1" = 1' REMOVE TOP HALF OF WIRE CAGE AND REMOVE BURLAP FROM ROOTBALL L-030.1.2 PERENNIAL PLANTING LAST REVISED 12/29/2020TRUDELL CONSULTING ENGINEERS SEE PLANTING LIST FOR PLANT SPACING 2"PLANT SPACING PLANT CENTER PLANT ROW SEE PLANTING PLAN FOR SPACING AND QUANTITIES SET AT ORIGINAL PLANTING DEPTH FINISH GRADE MULCH AS SPECIFIED CONTINUOUS PLANTING PIT FILLED WITH PLANTING MIX REFER TO SOIL PREPARATION SPECIFICATIONS SUB GRADE L-030.1.3 GROUNDCOVER LAST REVISED 12/29/2020TRUDELL CONSULTING ENGINEERS12" MIN.GROUNDCOVER 2" BARK MULCH PLANTING SOIL MIX FREE DRAINING, SCARIFIED SUBGRADE 1" = 1' 040.1.1 LAWN SEEDING LAST REVISED 12/29/2020TRUDELL CONSULTING ENGINEERS NOTE: ALL DISTURBED AREAS SHALL BE LOAMED AND SEEDED UNLESS NOTED OTHERWISE6"SEED AS SPECIFIED PLANTING SOIL MIX, (ROLLED THICKNESS) FREE DRAINING, SCARIFIED SUBGRADE 1" = 1' L 050.1.3LAST REVISED 12/29/2020TRUDELL CONSULTING ENGINEERS TREE PROTECTION FOR TREES TO REMAIN WITHIN LIMIT OF LANDSCAPE WORK AREA: CONTRACTOR SHALL CONTACT ARBORIST PRIOR TO DEMOLITION TO PERFORM RECOMMENDED TREATMENTS (FERTILIZER, ROOT PRUNE, ETC.) ON SPECIMEN TREES TOREMAIN BEFORE BEGINNING DEMOLITION PLAN VIEW EXISTING TREE EXISTINGTREE 6' MIN. SECTION VIEW PRUNE PER ISA STANDARDS. REMOVE DEAD & DAMAGED BRANCHES. TIE BRANCHES UP TO AVOID DAMAGE FROM CONSTRUCTION EQUIPMENT EXISTING TREE (S)LIMIT OF DRIPLINE(VARIES)WOODEN OR METAL POSTS (TYPICAL) INSTALL FENCING AT EDGE OF DRIPLINE OR AS FAR FROM TRUNK AS POSSIBLE. MIN. DISTANCE IS 6' FROM TRUNK. MAY BE PLASTIC SNOW FENCE OR CHAIN LINK, MIN. 4' HIGH ZONE OF CONSTRUCTION IMPACT (CUT/FILL) PRUNE DAMAGED OR EXPOSED ROOTS DAMAGED WITH A SHARP SAW LIMIT OF FENCING (INDIVIDUAL TREE) LIMIT OF FENCING (MULTIPLE TREES) EXISTING GRADE LIMIT OF CONSTRUCTION IMPACT (REFER TO PLANS) LIMIT OF FENCE (INDIVIDUAL TREE) LIMIT OF CANOPY (VARIES) LIMIT OF FENCING (MULTIPLE TREES) WOODEN OR METAL POSTS (MAX. 8' SPACING) 2x4 DIM. LUMBER ATTACHED W/METAL STRAPPING (OPT) AT 2 LOCATIONS (MIN.). CLADDING SHALL BE 8' HIGH WITH 6" SPACING OF BOARDS. WRAP BARK W/BURLAP PRIOR TO ARMORING, OR APPROVED ALTERNATIVE METHOD NO STORAGE OF EQUIPMENT OF MATERIALS WITHIN DRIPLINE M M M OHG G UG UG UG UG X X X X X X X X X X X X X X X X X X X OHOHOHOHOHOHOHOHOHOHSWWWWWW WWWWW W W ØØØW ØØØØØØUT UT UT UTWWWWWW WWWWX X X XXXXXXX X X X X X X XXXXX X X XXXXX XXXXXXX X XXXXXSILT FENCE (TYP)XXXXXXXXXXXXXXSSSSSSSS S FM FM FM FM FM FM FM FM FM FM FM S S S S S SSSSS G G G GGGGG G G G G G G G G G G SS G G G G G S S S X X XXXXXXXXXXXS S S SDD COMMUNITY GARDEN AREA ACCESS TO SOLAR AREA SILT FENCE (TYP) SILT FENCE (TYP) INLET PROTECTION (TYP) INLET PROTECTION (TYP) LIMIT OF DISTURBANCE LIMIT OF DISTURBANCE CONSTRUCTION ENTRANCE A A A A A A A A A C B B B B B 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.2 0.3 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.5 0.5 0.6 0.5 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.7 1.0 1.1 1.0 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.8 1.2 1.2 1.1 0.6 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 0.9 1.3 1.4 1.3 0.8 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 0.9 1.3 1.4 1.6 1.0 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 0.9 1.3 1.6 2.0 1.2 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.8 1.3 1.4 1.6 1.2 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 0.7 1.2 1.3 1.4 1.1 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.6 0.9 1.2 1.2 1.1 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.5 0.9 1.1 1.1 0.9 0.5 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.6 0.7 0.7 0.6 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.3 0.5 0.6 0.7 0.6 0.5 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.3 0.6 0.8 0.9 1.0 0.7 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.3 0.6 1.0 1.3 1.3 1.0 0.3 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.3 0.6 1.0 1.2 1.4 1.1 0.4 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.6 1.2 1.3 1.6 1.3 0.6 0.2 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.7 1.2 1.3 1.8 1.5 0.7 0.2 0.1 0.2 0.3 0.5 0.6 0.6 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.3 0.6 1.2 1.3 1.7 1.6 0.8 0.2 0.1 0.1 0.4 0.7 0.9 1.0 0.8 0.5 0.3 0.0 0.5 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.5 1.0 1.3 1.4 1.4 0.8 0.2 0.1 0.1 0.5 1.1 1.3 1.2 1.0 0.7 0.6 1.6 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.8 1.2 1.3 1.2 0.7 0.2 0.1 0.1 0.8 1.8 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D E RYSTA TE O F VER M ONT PROF E SSIONAL E N G INEERL ICEN S E D Field Book: For Local Permitting Only 1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted as such or marked approved by a regulatory authority. 2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved, and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines, including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including, but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans, private and public utilities, and other pertinent permits for construction. 3. Owner and Architect, are responsible for final design and location of buildings shown, including an area measured a minimum five (5) feet around any building and coordinating final utility connections shown on these plans. 4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most current revisions. 5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If errors or omissions are discovered, they shall be brought to the attention of TCE immediately. 6. It is the User's responsibility to ensure this copy contains the most current revisions. PLAN NING ENVIRON MENTAL Lighting Plan LI1-01 600 Spear FJT, LLC 600 Spear Street South Burlington, Vermont LUMINAIRE SCHEDULE SYMBOL LABEL QTY CATALOG NUMBER DESCRIPTION LAMP MOUNT HEIGHT EPIC MODERN MEDIUM TYPE 3A LEDEMM-F03-LED-E1-T3 AVALON LED GOOSENECK 20 WattB LEDLMH2-WHA 20 FT 12 FT NOTES: 1.AREA LIGHT AND BUILDING LAYOUT AS SHOWN FOR PERMITTING AND INSTALLATION PURPOSES. BUILDING-MOUNTED FIXTURES ARE SHOWN FOR PERMITTING PURPOSES ONLY. 2.DISCREPANCIES BETWEEN THIS SHEET AND OTHER CIVIL, ELECTRICAL, OR ARCHITECTURAL PLANS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO INSTALLATION. 3.QUANTITIES AND CATALOG NUMBER SHOWN IN TABLE SHOULD BE VERIFIED BY ELECTRIC CONTRACTOR PRIOR TO ORDERING. 8 14 LEGEND 0.25 FOOTCANDLES (fc) 0.5 FOOTCANDLES (fc) 1.0 FOOTCANDLES (fc) 1 03/18/22 TCERevised Layout SPAN: 600-188-11469 PARCEL: 1640-00600 5/14/2021 1" = 30' 19-268 AAD EPIC MODERN MEDIUM TYPE 4C LEDEMM-F03-LED-EI-T4 20 FT1 RESIDENTIAL 4 City Center T4 RESIDENTIAL 7 PARK & RECREATION AIRPORT RESIDENTIAL 2 RESIDENTIAL 4 INDUSTRIAL & OPEN SPACE RESIDENTIAL 4 Neighborhood Residential RESIDENTIAL 12 MUNICIPAL COMMERCIAL 1 - RESIDENTIAL 15 INSTITUTIONAL & AGRICULTURAL-SOUTH Neighborhood Residential RESIDENTIAL 4 Natural Resource Protection RESIDENTIAL 1 PRD COMMERCIAL 1 - RESIDENTIAL 15 City Center T4 SWIFT STREET PARK & RECREATION RESIDENTIAL 7 Park Park MUNICIPAL City Center T5 PARK & RECREATION RESIDENTIAL 4 INSTITUTIONAL & AGRICULTURAL-SOUTH RESIDENTIAL 4 RESIDENTIAL 1 PRD RESIDENTIAL 1 RESIDENTIAL 12 RESIDENTIAL 4 RESIDENTIAL 1 - LAKESHORE Neighborhood Residential PARK & RECREATION Natural Resource Protection QUEEN CITY PARK COMMERCIAL 1 - RESIDENTIAL 12 COMMERCIAL 1 - AUTOMOBILE City Center T3+ MUNICIPAL RESIDENTIAL 7 Natural Resource ProtectionNeighborhood Residential Neighborhood Residential INDUSTRIAL & OPEN SPACE PARK & RECREATION COMMERCIAL 1 - RESIDENTIAL 12 PARK & RECREATION INSTITUTIONAL & AGRICULTURAL-NORTH COMMERCIAL 2 INSTITUTIONAL & AGRICULTURAL-NORTH COMMERCIAL 1 - LIMITED RETAIL PARK & RECREATION RESIDENTIAL 4 COMMERCIAL 1 - RESIDENTIAL 15 RESIDENTIAL 4 City Center T3 Natural Resource Protection City Center T3 Neighborhood Residential RESIDENTIAL 7 - NEIGHBORHOOD COMMERCIAL NEIGHBORHOOD RESIDENTIAL NORTH Village Commercial City Center T3 Municipal AIRPORT INDUSTRIAL QUEEN CITY PARK Neighborhood Residential COMMERCIAL 2 COMMERCIAL 2COMMERCIAL 2 MIXED INDUSTRIAL & COMMERCIAL PARK & RECREATION PARK & RECREATION PARK & RECREATION PARK & RECREATION Copyright:© 2013 National Geographic Society, i-cubed Location Burlington, VT Project Location Map ^_ Legend Project Parcel South Burlington Overlay District Floodplain Interstate Highway Scenic View Protection Traffic Transit Urban Design VT Significant Wetland Stream Open Water South Burlington Zoning District AIRPORT AIRPORT INDUSTRIAL COMMERCIAL 1 - RESIDENTIAL 12 COMMERCIAL 1 - RESIDENTIAL 15 COMMERCIAL 2 City Center T3 City Center T3+ City Center T4 City Center T5 INDUSTRIAL & OPEN SPACE INSTITUTIONAL & AGRICULTURAL-NORTH INSTITUTIONAL & AGRICULTURAL-SOUTH MUNICIPAL NEIGHBORHOOD RESIDENTIAL NORTH Natural Resource Protection Neighborhood Residential PARK & RECREATION Park QUEEN CITY PARK RESIDENTIAL 1 - LAKESHORE RESIDENTIAL 1 PRD RESIDENTIAL 12 RESIDENTIAL 2 RESIDENTIAL 4 RESIDENTIAL 7 RESIDENTIAL 7 - NEIGHBORHOOD COMMERCIAL SWIFT STREET Sources: USGS 24lk Topographic Maps; Project Area by TCE (2020); VT Significant Wetland by ANR (2018). Disclaimer: The accuracy of information presented is determined by its sources.TCE is not responsible for any errors or omissions that may exist. Questions of on-the-ground location can be resolved by site inspections and/or surveys by a registered surveyor. This map is not a replacement for surveyed information or engineering studies. Project: 19-268Prepared By:BJL 05/20/20211 inch = 2,000 feet 802.879.6331 www.tcevt.com [0 2,000 4,000 6,000 8,0001,000 Feet Project Location SOUTHBURLINGTON Last Revised: 06/03/2021 600 Spear Street #*#* #* #* #* #*#*#* #*#*#*#*#*#*#* #* #* #* #*#* #* #*EE 297296 295 294 299 2983003013023032 91292293 304305306290 289 288295290 2992 9 4 296301 303298 289 296297 2932962952 9 5 301 2932972 9 5297 296 296294298300298292295294 3002942993022963022 9 3 T1-S1T1-S2 a-9 a-8a-7a-6 a-5 a-4 a-3 a-2a-1a-28 a-27a-26 a-25 a-24 a-23 a-22 a-15 a-14 a-13a-12 a-11a-10 HnB AdA AdD ScA DdA EwA I NTERSTATE 89 SVCGI, RPCs, VTrans, ANR, Contractors and towns Location ^_ Copyright:© 2013 NationalGeographic Society, i-cubed LegendProject Parcel (8.66 ac)DitchTCE Wetland Delineation (0.2 ac)Class IIClass III E Sample Points #*Wetland PointsWetland Buffer (50')NRCS SoilsNRCS HydricSurface Water SPAGround Water SPA*VHD Stream*VHD Open Water*River Corridor* FEMA Flood Zone*AAENo DataFloodway*Class A Watershed*VSWI Signficant Wetland*Significant Natural Community*State Deer Wintering Area*Indiana Bat Hibernacula*State Uncommon Species*State RTE Species*Contour (1') The Wetland Delineation shown on this plan was performed on 10/21/2019 according to the standards of the 1987 US ArmyCorps of Engineers and the 2012 Regional Supplement. Thisdelineation was performed by Karina Dailey, P.W.S. and BrittanyLeBeau. *Layer does not occur within map extent. Sources: Aerial Imagery by VCGI (Various dates); Streams by VHD(2018); Project Area by TCE (2019); VT E911 Roads (2019); VTSignificant Wetland by ANR (2018); Soils by NRCS (2018); Contours byVCGI & CCRPC (Various dates); RTE Species and Natural Communityby VT Fish & Wildlife (2018); Uncommon Species by VT Fish & Wildlife(2018). Tax Parcel Boundary compiled by VCGI; Deer Wintering Areaby ANR (2011); River Corridor by ANR (2019); Groundwater & SurfaceWater Protection Areas by ANR (2019). Disclaimer: The accuracy of information presented is determined by its sources.TCE is not responsible for any errors or omissions that may exist. Questions of on-the-ground location can be resolved by site inspections and/or surveys by a registered surveyor. This map is not areplacement for surveyed information or engineering studies. 802.879.6331 www.tcevt.com [ 0 100 200 300 40050Feet Von Turkovich600 Spear StreetSouth Burlington, VT Environmental Constraints Map Project: 19-268Prepared By: BJL08/14/20201 inch = 100 feet Soil Key Soil Description Ag Value Prime Hydric Hydrogroup KwAdAAdams and Windsor loamy sands, 0 to 5 percent slopes 6 Statew ide N A 0.1AdDAdams and Windsor loamy sands, 12 to 30 percent slopes 8 NPSL N A 0.1HnBHinesburg fine sandy loam, 3 to 8 percent slopes 3 Prime N A 0.17ScAScantic silt loam, 0 to 2 percent slopes 6 Statew ide (b)Y C/D 0.32 Natural Resources Map OHUG X X X X X X X X X X X OHOHOHOHWWWWW ØØØØØØØØØØØØ2"XXXXXXXXXXUT N81°44'10"E 483.19'N06°56'25"W342.36'S81°52'01"W 157.00'S07°14'59"E130.26' N82°08'58"E 156.89'S29°56'47"W84.00'S80°11'44"W 106.20' S07°14'59"E 29.90'N07°14'59"W2460.04'N07°14'59"W70.00'N07°12'14"W131.03'S82°00'00"W 50.15'N08°00'00"W 50.00' N82°00'00"E 50.00' N08°00'"W 40.98'S81°52'01"W 845.30' S81°52'01"W 50.00'S81°52'01"W 131.80' N82°02'38"E 356.03' N82°02'38"E 343.05'S07°14'04"E50.00'S07°14'04"E61.11'N08°00'00"W342.50'N82°01'56"E 359.49'N08°00'00"W201.29'This plat was created using pigment based ink on stable mediaDescriptionRevisions ByDate# 478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM TRUDELL CONSULTING ENGINEERS Date: Scale: Drawn By:Crd file: Sheet:Surveyed By:STA TE OF VER M ONTLAND S U R V E YORLICEN E DS GERALD M. STOCKMAN No. 109298 Field Bk: Project #: UTILITY POLE FENCE OVERHEAD UTILITY LINE CONCRETE MONUMENT ( FOUND ) REBAR ( TO BE SET ) IRON PIPE ( FOUND ) FLAT STOCK STEEL BAR (FOUND) CALCULATED POINT X OH Parcel ID no. 1640-00600 v.1572 p.53 8.63 acres LEGEND NOTES: 1.THIS PLAT IS BASED ON DEEDS RESEARCHED IN THE CITY OF SOUTH BURLINGTON LAND RECORDS AND FEATURES LOCATED IN THE FIELD WITH A TOTAL STATION ON 01/25/2021. 2.BEARINGS ARE BASED ON VERMONT STATE PLANE GRID NORTH ESTABLISHED WITH RTK OBSERVATIONS FROM VERMONT VRS. 3.THIS PARCEL WAS CONVEYED TO ROBERT COUILLARD IN VOLUME 1427 PAGE 209. 4.REBARS SET ARE NO. 5 REINFORCING BARS WITH ALUMINUM CAPS STAMPED "TCE LAND SURVEYING, LS 109298". 5.DISTANCES ARE SHOWN TO THE HUNDREDTH OF A FOOT AND BEARINGS ARE SHOWN TO THE SECOND FOR MATHEMATICAL CLOSURE PURPOSES ONLY. 6.AN ATTEMPT HAS BEEN MADE TO IDENTIFY OR DELINEATE EASEMENTS, RIGHTS OF WAY, LEASE LANDS, ENCROACHMENTS, ETC. OBSERVED IN THE FIELD OR READILY FOUND IN THE LAND RECORDS. ADDITIONAL ENCUMBRANCES MAY EXIST WHICH ARE NOT SHOWN ON THIS PLAT. 7.UNDERGROUND UTILITY LINES SHOWN ARE BASED ON ABOVE GROUND STRUCTURES AND PLANS OF RECORD. ACTUAL LOCATION OF UNDERGROUND LINES MAY VARY. 8.THE RIGHT OF WAY WIDTH OF SPEAR ST IS 4 RODS (66')V.1 P.22. THIS PLAT IS BASED ON A FIELD SURVEY WHICH MEETS OR EXCEEDS THE MINIMUM STANDARDS AS SET FORTH BY THE VERMONT BOARD OF LAND SURVEYORS. FIELD EVIDENCE, PERTINENT RECORD INFORMATION, AND PAROLE EVIDENCE WAS USED IN THE CALCULATION AND DETERMINATION OF THE BOUNDARIES SHOWN ON THIS PLAT. ANY INCONSISTENCIES ARE SHOWN HEREON TO THE BEST OF MY KNOWLEDGE. THIS PLAT MEETS THE REQUIREMENTS OF 27 VSA 1403. GERALD M. STOCKMAN, L.S. #109298__________________________________ 600 Spear FJT, LLC Parcel ID# 1640-00600 600 Spear Street South Burlington, Vermont PUD Plat EXISTING BOUNDARY LINE ABUTTER BOUNDARY LINE BGP/DBM 05-14-2021 1"=80' GMS/BGP 19-268.crd 336 S1-02 19-268 CITY CLERK'S OFFICE OF SOUTH BURLINGTON , VERMONT Received this instrument for filing _________________________________________ 202___ at ________ O'clock _________ minutes _________ m and filed a true record. Map no. ___________ Parcel ID No. ______________ Attest: _________________________________________________________ Town Clerk SPEAR STREETI-89 State of Vermont v.56 p.364 & 374 map ref. #5 parcel ID no. 1640-00650 UVM & State Agricultural College v.20 p. 8 map ref. # 2 parcel ID no. 1640-00650 UVM & State Agricultural College v. 66 p. 232 map ref. # 3 & 4 PROJECT LOCATION MONUMENT DOWN 0.6', 4" DIAMETER ALUMINUM DISC, "UVM & SAC SURVEY MARKER" (NUMBERS NOT LEGIBLE). NOTE: IRON PIPE 1" FOUND FLUSH (N82°-27'-33"W AND 0.44'), FROM THIS MONUMENT. "G" "A" "B" "C" "D" "E" "F" "H" 0 Feet Graphic Scale 80 160 240 15°±VT GridMagneticPLAT REFERENCES: 1."PROPERTY SURVEY, CLEM COUILLARD,SPEAR ST.,SO. BURLINGTON,VT", BY GERALD E. KITTLE LS 147, DATED MAY 28,1982, AND RECORDED AS MAP SLIDE #153 IN THE CITY OF SO. BURLINGTON LAND RECORDS. 2."ROLAND J. EVANGELINE S. DESLAURIER TO THE UNIVERSITY OF VERMONT & STATE AGRICULTURAL COLLEGE EASTERLY SIDE OF SPEAR STREET", BY HARRIS G. ABBOTT, LS 59, DATED JANUARY 26,1982, AND FILED IN DRAWER 36 DRAWING 41, IN THE U.V.M. LAND RECORDS. 3."HOAG FARM EAST SIDE OF SPEAR STREET OWNED BY VERMONT AGRICULTURAL COLLEGE, 77.52 ACRES",BY ARTHUR D. BUTTERFIELD, DATED AUGUST 1950, AND FILED IN DRAWER 55 DRAWING 20, IN THE U.V.M. LAND RECORDS. 4."PLAN OF LAND OF EZRA HOAG, SPEAR ST., BURLINGTON & SO. BURLINGTON, VERMONT", BY HOAG & HOWE ARCHITECTS & SURVEYORS, DRAWING #129, NO DATE INDICATED ON PLAN, AND FILED IN THE U.V.M. LAND RECORDS. 5."STATE OF VERMONT DEPT. OF HIGHWAYS, INTERSTATE PROJECT IN THE TOWN OF SOUTH BURLINGTON, PLAN STA. 2046+00 TO STA. 2061+50", BY BOSWELL ENGINEERING, PROJECT NO. I-89-3(14), SHEET #13. (PLAN NOT DATED). parcel ID no.1640-00590 Robert Couillard 0.47 acres v.1427 p. 209 map ref.#1 parcel ID no. 1640-00596 Reginald C. & Rose M Hebert v. 74 p. 10 map ref.# 1 UNDERGROUND UTILITY LINEUG 4"X4" UP 1.25' "VTHD" ON TOP, CHAINLINK FENCE IS 0.5' TO THE EAST 8"X8" UP 1.0' WITH BRASS DISC, "CITY OF BURLINGTON, BOUNDARY LINE,#31" MONUMENTATION DESCRIPTION CHART "A" 8"X8" CONCRETE MONUMENT FLUSH, TOP BROKEN OFF, WITH 1" BRASS CENTER. (SUSPECTED CITY MONUMENT #30). "B" 1/4" X 1-1/4" FLAT STOCK STEEL BAR, DOWN 0.4', DISTURBED. NOTE: THIS FLAT BAR IS FOUND TO BE (S84°-26'-23"W AND 2.62' FROM CORNER "C") "C" CALCULATED CORNER. THERE ARE UNDERGROUND TELEPHONE AND POWER LINES VERY CLOSE TO THIS CORNER. THE CALLED FOR CORNER MOST LIKELY REMOVED DURING CONSTRUCTION. PLAT REF #1. "D" IRON PIPE 1" OD UP 0.9', GALVANIZED PAINTED RED"E" IRON PIPE 1" OD DOWN 0.2', BENT SOUTHWEST, ILLEGIBLE CAP IN CENTER OF PIPE."F" IRON PIPE 1" OD DOWN 0.4', ILLEGIBLE CAP IN CENTER OF PIPE. NOTE: PIPE IS (S81°-52'-01"W AND 0.14' FROM CORNER "G"). "G" IRON PIPE 1" OD UP 0.4', GALVANIZED."H" LIGHT POLE SHED INDUSTRIAL BUILDING HOUSE WIRE FENCE CHAIN LINK FENCE 4"X4" UP 0.7'' WITH NAIL IN CENTER, WITNESSED BY A UVM PROPERTY SIGN N:713572.81 E:1461179.83 APPROVED BY RESOLUTION OF THE DEVELOPMENT REVIEW BOARD OF THE CITY OF SOUTH BURLINGTON, VT. ON THE ______ DAY OF ________________________ 202___, SUBJECT TO THE REQUIREMENTS AND CONDITIONS OF SAID RESOLUTION. SIGNED THIS ______ DAY OF ________________________ 202___, BY __________________________________________ CHAIRMAN OR CLERK PROPOSED EASEMENT LINE PROPOSED 50' RIGHT-OF-WAY TEMPORARY CONSTRUCTION/GRADING EASEMENT PRELIMINARY