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SD-24-04 - Plans - Record - 0760 Shelburne Road - SD-24-04_Shelburne & Swift Combined Set for ZP_Optimized
760 & 764 SHELBURNE RD. & 31 SWIFT ST. SOUTH BURLINGTON, VT SHELBURNE & SWIFT Engineer & Landscape Architect: TCE, a BOWMAN COMPANY 478 BLAIR PARK ROAD WILLISTON, VT 05495 (802) 879-6331 Owner/Applicant: GARY BOURNE 414 WEST GROVE MIDDLEBORO, MA 02346 (508) 735-4970 DRAWING INDEX Architect: RABIDEAU ARCHITECTS 550 HINESBURG ROAD SUITE 101 SOUTH BURLINGTON, VT 05403 PROJECT DESCRIPTION: THE PURPOSE OF THIS PROJECT IS TO REDEVELOP THE FORMER GAS STATION AND RESTAURANT SITE AND CONSTRUCT A MULTI-UNIT RESIDENTIAL BUILDING, COMMERCIAL AND FINANCIAL INSTITUTION SPACES. THE PROJECT WILL UTILIZE MUNICIPAL WATER, SEWER, AND STORMWATER. PHASE 1 BID DOCUMENTS SUBMISSION SET TCE PROJECT NO: 22-523 10/14/2024 ISSUED FOR PH 1 BID DOCSLAST 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: PH 1 BID DOCUMENTS PARCEL ID: 1540-00760 SPAN: 600-188-10694, 600-188-10693, 600-188-10931 PROJECT LOCATION S1-00 Plat C1-00 Legend & Notes C1-01 Existing Conditions Plan C1-02 Demolition & EPSC Plan C2-00 Overall Site Plan C2-01 Layout & Materials C2-02a Grading Plan - North C3-01 Utility Plan C4-01 Existing Stormwater Plan C4-02 Proposed Stormwater Plan C8-01 Site Details C8-02 Site Details C8-03 Site Details C8-06 Storm Details C8-07 Storm Details C8-08 EPSC Details C8-09 EPSC Handbook Page 1 C8-10 EPSC Handbook Page 2 C8-11 Stair & Ramp Details C8-12 Wall Details LA-1.0 Landscape Plan LA-2.0 Landscape Details LA-2.1 Site Details C0-01 Cover LI-01 Lighting Plan No. 8917 CIVIL JENNIF E R ANN DESA U T E L S ST A T E O F VER M O N T P R O F E SSIONAL E N G I NEER LICE N S E D C2-03 Drainage Plan C2-04 Phasing Plan C8-04 Water Details C8-05 Sanitary Details C2-02b Grading Plan - South C4-03 Annotated Maintenance Plan C6-01 Water & Sewer Alignment C6-02 Water & Sewer Profiles Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N GI NEER L ICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T 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. 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 ØØØØ S S èèèè 124 FM W CD UD RD FD G OH UG SB SB 124 W D CD UD RD FD G OH UG SB SB ØØØØØØ S S S 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 FM D Legend & Notes C1-00 03/01/2024 -- 22-523 PJM CML LET Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT 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. SURVEY CANOPY LIGHT FLOOD OR WALL LIGHT W YARD DRAIN (YD)Y 1 10/14/2024 LETPH 1 Bid Documents GAS OR ELECTRICAL METER PARCEL ID: 1540-00760 SPAN: 600-188-10694 18" TP- WETLAND BUFFER 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. 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 PROJECT SHALL BE ADA COMPLIANT. THE CONTRACTOR SHALL SUBMIT SHOP DRAWING ON ADA COMPLIANT AREA PRIOR TO CONSTRUCTION. 10.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. 11.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. 12.ANY DEWATERING NECESSARY FOR THE COMPLETION OF THE SITEWORK SHALL BE CONSIDERED AS PART OF THE CONTRACT AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 13.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. 14.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. 15.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. 16.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. 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.A GROUNDWATER MONITORING REPORT PREPARED BY ATC IN AUGUST 2018 OBSERVED GROUNDWATER AROUND THE SITE TO BE BETWEEN 18"-48" DEEP. DEWATERING WILL BE REQUIRED FOR THE INSTALLATION OF PROPOSED SITE FEATURES AND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR THE DEVELOPMENT AND EXECUTION OF DEWATERING PROCEDURES. S S UP UP UP UP UP UP UP UP UP UP UP UP UP UP UP UP UP UP UP UP UPUPUPUPUP UP UP RIM = 207.51 D D D D D D OH OH OH OH OH OH OH OH OH OH 21 3 214 2 1 6 21 7 21 3 21 4 21 221 1 21 5 21 6 214 2 1 2 213 2 1 1 21 6 21 7 21 3 21 5 2 1 2 2 1 0 21 421 3 21 1 21 2 21 0 21 0 21 2 21 1 21 3 21 5 2 1 7 2 1 6 21 4 20 8 20 9 21 8 21 9 21 0 21 1 21 321 2 21 6 21 4 21 821 7 21 0 20 9 209 21 0 21 1 21 2 20 8 N/F GARY BOURNE N/F TKHS LLC N/F LEE THERESA M LIVING TRUST, C/O DUFF AND PHELPS N/F GARY J. BOURNE N/F HANDY MOUNTAHA TRUST 1-STORY BUILDING 2300 SQ. FT. 1-STORY BUILDING 2812 SQ. FT. 1-STORY BUILDING 6157 SQ. FT. 1-STORY BUILDING 1-STORY BUILDING RAMP PAVED DRIVE PAVED DRIVE SH E L B U R N E R O A D ( U . S . R O U T E 7 ) SWIFT STREET SHED D D D D D D D D D D D D D D WASTE OIL TANK TRANSFORMER ON CONCRETE PAD D D D D D 11 6 ' ± 13 7 ' ± 122'± 14 0 ' ± 118'±79'± 7'±45'± 12 5 ' ± 56'± 76'± 99 ' ± 239'± 1-STORY BUILDING W W W W W W W W W W W W W W W W W W W W W GAS METER G G G G G G UP UP UP UP UP UP UP UP UP UP UP UPUPUPUP UP UP UPUP W W W N/F 764 SHELBURNE RD. LLC, C/O GARY BOURNE SSSSSSSS ASSUMED LOCATION OF SMH IN INTERSECTION OF SHELBURNE ROAD AND SWIFT STREET RIM = 215.5 CLAY 8" iIN (N) = 206.7 CLAY 10" iIN (E) =207.0 CLAY 10" iOUT(W) = 206.9 GRAVEL DRIVE GRAVEL DRIVE RIM = 209.0 18" RCP iIN(E) = 202.2 18" RCP iIN(S) =201.3 18" RCP IOUT(W) = 200.6 APPROX. LOCATION PER DIGSAFE MARKINGS EX. 8" DI WATER MAIN (TO BE VERIFIED) APPROX. LOCATION EX. 6" AC WATER MAIN (TO BE VERIFIED) UTILITY COVER CONCRETE FOOTING FOR ROUTE 7 OVERHEAD LANE ASSIGNMENT SIGN RIM = 207.9 SUMP = 203.1 18" RCP iOUT +/- 202.7 RIM = 207.5 CLOGGED RIM = 213.1 12" CMP iOUT(W) = 208.6 RIM = 210.8 15" RCP iIN(N) = 204.1 12" RCP iIN(E) =204.3 18" RCP iOUT(W) = 203.9 D D D CROSSWALK SIGNAL POLE LEGAL LOAD LIMIT SIGN GAS STATION SIGN ROAD WORK SIGN GRANITE CURB S S S S S S S S ASSUMED LOCATION OF SMH IN SHELBURNE ROAD DDD CONTROL POINT CONTROL POINT MONITORING WELL MONITORING WELL CONTROL POINT CONTROL POINT CONTROL POINT CONTROL POINT MONITORING WELL PAVED DRIVE Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N GI NEER L ICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T 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. 0 Feet Graphic Scale 20 40 60 15°± VT G r i d M a g n e t i c PARCEL ID: 1540-00760 SPAN: 600-188-10694 Existing Conditions Plan C1-01 03/01/2024 1" = 20' 22-523 PJM CML LET Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT EXISTING CONDITIONS NOTES: 1.THE PURPOSE OF THE EXISTING CONDITIONS PLAN IS TO DEPICT READILY APPARENT PERTINENT EXISTING CONDITIONS AS OF 9/20/21 FIELDWORK PERFORMED BY LAMOUREAUX & DICKINSON. 2.BEARINGS SHOWN ARE BASED UPON VERMONT GRID NORTH USING VTVRS CORS STATION. 3.VERTICAL DATUM IS BASED ON NAVD88 (GEIOD 18). A TRIMBLE R10 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 ARE BASED ON PLAT TITLED "SUBDIVISION OF LANDS OF GARY BOURNE & 764 SHELBURNE ROAD, LLC" LAST REVISED 02/07/2023. 7.EXISTING CONDITIONS PLAN IS BASED ON INFORMATION PROVIDED BY LAMOUREAUX & DICKINSON TITLED "S-1 EXISTING CONDITIONS SITE PLAN" DATED 9-10-21. 8.CONTRACTOR IS RESPONSIBLE FOR VERIFYING CONDITIONS PRIOR TO CONSTRUCTION. 2 10/14/2024 LETPH 1 Bid Documents PROJECT LOCATION LEGEND EXISTING PROPERTY LINE EASEMENTS TREE LINE CATCH BASIN (CB) VALVE CURB STOP (CS) FIRE HYDRANT (HYD) WATER SUPPLY WELL UTILITY POLE OVERHEAD UTILITY STORM DRAINAGE PAVED DRIVE OR ROAD GRAVEL DRIVE OR ROAD TOPOGRAPHIC CONTOURS PAVED DRIVE OR ROAD WITH CURB WATER MAINS AND SERVICES LIQUID PROPANE OR NATURAL GAS UNDERGROUND UTILITY MTC OR TRANSFORMER OUTLET OR END SECTION S 124 FM W G OH UP D TELEPHONE OR TELEVISION PEDESTAL (TEL-PED/TV-PED) ADJOINING PROPERTY LINE SIGN GAS OR ELECTRICAL METER SEWER FORCEMAIN SEWER MAINS AND SERVICES SEWER, DRAINAGE OR TELEPHONE MANHOLE (SMH/DMH/TMH) CLEANOUT (CO) PLAN INFORMATION: EXISTING 760 SHELBURNE ROAD LOT SIZE: 17,553 SF / 0.4 AC BUILDING COVERAGE: 4,229 SF / 0.1 AC OR 24.1% TOTAL LOT COVERAGE: 14,901 SF / 0.34 AC OR 84.9% FRONT YARD: SHELBURNE RD: 1,113 SF / 0.03 AC OR 90.3% SWIFT ST: ,127 SF/ 0.03 AC OR 88.0% 764 SHELBURNE ROAD LOT SIZE: 26,572 SF / 0.61 AC BUILDING COVERAGE: 2,812 SF / 0.06 AC OR 10.6% TOTAL LOT COVERAGE: 19,914 SF / 0.46 AC OR 74.9% FRONT YARD (SHELBURNE): 431 SF / 0.01 AC OR 43.3% 31 SWIFT STREET LOT SIZE: 16,575 SF / 0.38 AC BUILDING COVERAGE: 6,157 SF / 0.14 AC OR TOTAL LOT COVERAGE: 14,118 SF / 0.32 AC OR 85.2% FRONT YARD (SWIFT): 948 SF / 0.02 AC OR 77.3% 1 04/15/2024 CMLStaff Comments CONTROL POINT MONITORING WELL SSSSSSSS UP UP UP UP UP UP UP UP UP UP UP UP UP UP UP UP UP UP UP UP UPUPUPUPUP UP UP RIM = 207.51 D D D D D D OH OH OH OH OH OH OH OH OH OH 21 3 214 2 1 6 21 7 21 3 21 4 21 221 1 21 5 21 6 214 2 1 2 213 2 1 1 21 6 21 7 21 3 21 5 2 1 2 2 1 0 21 421 3 21 1 21 2 21 0 21 0 21 2 21 1 21 3 21 5 2 1 7 2 1 6 21 4 20 8 20 9 21 8 21 9 21 0 21 1 21 321 2 21 6 21 4 21 821 7 21 0 20 9 209 21 0 21 1 21 2 20 8 N/F GARY BOURNE N/F TKHS LLC N/F LEE THERESA M LIVING TRUST, C/O DUFF AND PHELPS N/F GARY J. BOURNE N/F HANDY MOUNTAHA TRUST 1-STORY BUILDING 2300 SQ. FT. 1-STORY BUILDING 2812 SQ. FT. 1-STORY BUILDING 6157 SQ. FT. 1-STORY BUILDING 1-STORY BUILDING RAMP PAVED DRIVE PAVED DRIVE SH E L B U R N E R O A D ( U . S . R O U T E 7 ) SWIFT STREET SHED D D D D D D D D D D D D D D D D D D D D D WASTE OIL TANK TRANSFORMER ON CONCRETE PAD D D D D D 11 6 ' ± 13 7 ' ± 122'± 14 0 ' ± 118'±79'± 7'±45'± 12 5 ' ± 56'± 76'± 99 ' ± 239'± 1-STORY BUILDING W W W W W W W W W W W W W W W W W W W W W GAS METER SC E SCE SCE G G G G G G G G G G G G G G G G G G G G UP UP UP UP UP UP UP UP UP UP UP UPUPUPUP UP UP UP UP W W W W W W W W W W N/F 764 SHELBURNE RD. LLC, C/O GARY BOURNE B B B B SSSSSSSS ASSUMED LOCATION OF SMH IN INTERSECTION OF SHELBURNE ROAD AND SWIFT STREET RIM = 215.5 CLAY 8" iIN (N) = 206.7 CLAY 10" iIN (E) =207.0 CLAY 10" iOUT(W) = 206.9 GRAVEL DRIVE GRAVEL DRIVE RIM = 209.0 18" RCP iIN(E) = 202.2 18" RCP iIN(S) =201.3 18" RCP IOUT(W) = 200.6 APPROX. LOCATION PER DIGSAFE MARKINGS EX. 8" DI WATER MAIN (TO BE VERIFIED) APPROX. LOCATION EX. 6" AC WATER MAIN (TO BE VERIFIED) UTILITY COVER SILT FENCE TO TERMINATE AT EDGE OF CONSTRUCTION ENTRANCES SOIL STOCKPILE (TYP.) LOCATION SHOWN FOR ILLUSTRATIVE PURPOSES AND SUBJECT TO CHANGE DURING CONSTRUCTION SILT FENCE TO BE INSTALLED AROUND PERIMETER OF PROJECT SITE CONCRETE FOOTING FOR ROUTE 7 OVERHEAD LANE ASSIGNMENT SIGN RIM = 207.9 SUMP = 203.1 18" RCP iOUT +/- 202.7 RIM = 207.5 CLOGGED RIM = 213.1 12" CMP iOUT(W) = 208.6 SILT FENCE TO BE INSTALLED PRIOR TO PAVEMENT DEMOLITION PROVIDE INLET PROTECTION AROUND ON SITE CATCH BASINS (TYP.) PROVIDE DIVERSION RIDGE UPSLOPE OF CONSTRUCTION ENTRANCE WHERE SITE IS UPSLOPE OF CONNECTING ROADWAY (SEE DETAIL) PROVIDE DIVERSION RIDGE UPSLOPE OF CONSTRUCTION ENTRANCE WHERE SITE IS UPSLOPE OF CONNECTING ROADWAY (SEE DETAIL) CHAINLINK CONSTRUCTION FENCE TO BE INSTALLED AROUND PERIMETER OF SITE AT PROPERTY LINE PRIOR TO COMMENCEMENT OF DEMOLITION STABILIZED CONSTRUCTION ENTRANCE 24' WIDE X 30' LONG MINIMUM CONSTRUCTION ENTRANCE (TYP.) RIM = 210.8 15" RCP iIN(N) = 204.1 12" RCP iIN(E) =204.3 18" RCP iOUT(W) = 203.9 D D D OVERHEAD UTILITIES TO BE REMOVED OR ABANDONED, TYP. EXISTING UNDERGROUND UTILITIES TO BE REMOVED OR ABANDONED EXISTING TREES AND VEGETATION TO BE REMOVED LIGHT TO REMAIN AND BE PROTECTED LIGHT TO BE REMOVED LIGHT TO REMAIN AND BE PROTECTED. COORDINATE WITH ABUTTING NEIGHBOR AS NEEDED. CROSSWALK SIGNAL POLE LEGAL LOAD LIMIT SIGN EXISTING BUILDING, CURBING, & ASSOCIATED STRUCTURE TO BE REMOVED EXISTING BUILDING, CURBING, & ASSOCIATED STRUCTURE TO BE REMOVED EXISTING BUILDING, CURBING, & ASSOCIATED STRUCTURE TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED GAS STATION SIGN ROAD WORK SIGN TO BE REMOVED TO BE REPLACED IN NEW LOCATION SEE C2-01 TO BE REMOVED TO BE REMOVED TO BE REMOVED GRANITE CURB TO BE REMOVED, STOCKPILED, AND EVALUATED FOR REUSE AS APPROPRIATE ASPHALT CUT, TYP. LIGHT TO REMAIN AND BE PROTECTED. COORDINATE WITH ABUTTING NEIGHBOR AS NEEDED. REMOVE OR ABANDON UNDERGROUND UTILITIES INTERIOR TO PROJECT, TYP. CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY PRIOR TO COMMENCEMENT OF WORK CONCRETE SIDEWALK TO BE REMOVED, TYP. CURB TO BE REMOVED EXISTING TREES TO BE REMOVED. OWNER CONFIRM WITH ANY COORDINATION WITH ADJACENT LANDOWNER IS REQUIRED PRIOR TO REMOVAL ASPHALT PATH TO BE REMOVED TO EDGE OF PROPERTY LINE, TYP. GRANITE CURB TO BE REMOVED, STOCKPILED, AND EVALUATED FOR REUSE AS APPROPRIATE ASPHALT CUT, TYP. CONCRETE SIDEWALK TO BE REMOVED, TYP. LIGHT TO BE REMOVED SAWCUT CURBS AT PROPERTY LINE AND COORDINATE WITH ABUTTER AS NEEDED. TO BE REMAIN AND BE PROTECTED S S S S S S S S REMOVE UNDERGROUND UTILITIES INTERIOR TO PROJECT, TYP. CONTRACTOR SHALL COORDINATE WITH LOCAL UTILITY PRIOR TO COMMENCEMENT OF WORK ASSUMED LOCATION OF SMH IN SHELBURNE ROAD DDD CONTROL POINT CONTROL POINT MONITORING WELL MONITORING WELL CONTROL POINT CONTROL POINT CONTROL POINT CONTROL POINT MONITORING WELL PAVED DRIVE EXISTING TREES AND VEGETATION TO BE REMOVED TO PROPERTY LINE Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N GI NEER L ICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T 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. 0 Feet Graphic Scale 20 40 60 15°± VT G r i d M a g n e t i c PARCEL ID: 1540-00760 SPAN: 600-188-10694 Demolition & EPSC Plan C1-02 03/01/2024 1" = 20' 22-523 CML CML LET Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT 1 04/15/2024 CMLStaff Comments REMOVAL NOTES: 1.CONTRACTOR SHALL CONTACT DIG-SAFE (811) AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. 2.CONTRACTOR SHALL COORDINATE WITH THE OWNER/OWNER'S REPRESENTATIVE ON MATERIALS TO BE REMOVED AND RECYCLED/DISPOSED OF OFF SITE. HANDLING OF MATERIALS TO BE REMOVED, RECYCLED, OR DISPOSED OF MUST BE DONE SO IN A SAFE, LEGAL MANNER IN ACCORDANCE WITH LOCAL, COUNTY, STATE, FEDERAL, AND OTHER APPLICABLE REGULATIONS. 2.DEMOLITION SHALL OCCUR AFTER IMPLEMENTATION OF EROSION CONTROL MEASURES IN ACCORDANCE WITH APPLICABLE STATE PERMITS AND EROSION CONTROL PLANS. 3.ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH AND INCLUDE BASE MATERIAL AND FOOTINGS OR FOUNDATIONS AS APPLICABLE UNLESS OTHERWISE NOTED. 4.IF DISCREPANCIES EXIST BETWEEN THE PLANS AND SITE CONDITIONS, CONTRACTOR SHALL NOTIFY THE ENGINEER AND/OR OWNERS REPRESENTATIVE FOR CLARIFICATION. 5.IN SOME CASES ABANDONED UTILITIES CAN REMAIN AT THE ENGINEER OR OWNER'S DISCRETION. CONTRACTOR TO VERIFY WITH ENGINEER ON A CASE BY CASE BASIS. 6.EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALL BE CAREFULLY REMOVED AND STORED AS DIRECTED BY THE OWNER/OWNER'S REPRESENTATIVE. 7.TREE, SHRUB, AND VEGETATION REMOVAL SHALL INCLUDE THE FILLING, CUTTING, GRUBBING OUT OF THE ENTIRE ROOT SYSTEM AND SATISFACTORY OFF SITE DISPOSAL OF ALL TREE, SHRUBS, STUMPS, VEGETATION, AND EXTRANEOUS DEBRIS PRODUCED THROUGH THE REMOVAL OPERATIONS. FELL TREES IN SUCH A WAY AS TO NOT DAMAGE ADJACENT BUILDINGS OR OTHER TREES TO BE SAVED. 8.CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS. TOPSOIL SHALL NOT BE REMOVED FROM THE SITE, UNLESS APPROVED BY THE OWNER/OWNER'S REPRESENTATIVE. 9.CONTRACTOR TO LOCATE AND ABANDON EXISTING WATER SERVICES AT THE CORPORATIONS. CLOSE THE CORPORATIONS, DISCONNECT THE SERVICE LINES, AND WRAP THE SERVICE TAPS IN V-BIO POLYURETHANE AS REQUIRED BY CWD. 10.CONTRACTOR SHALL COORDINATE REMOVAL/ABANDONMENT OF NON CIVIL UTILITIES INCLUDING, BUT NOT LIMITED TO, GAS, ELECTRIC AND TELECOM, FIBER, ETC., WITH THE APPROPRIATE UTILITY COMPANIES, PRIVATE OWNERS, AND MUNICIPALITIES. GAS STATION REMOVAL NOTES 1.ALL DEMOLITION AND REMOVAL OF EXISTING FEATURES ASSOCIATED WITH THE PRIOR GAS STATION USE SHALL ADHERE TO VT ENVIRONMENTAL REGULATIONS. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER AND ENGINEER REGARDING REQUIRED ENVIRONMENTAL APPROVALS PRIOR TO DEMOLITION. SITE PROTECTION NOTES: 1.CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE LIMIT OF WORK DUE TO THEIR CONTRACTOR OPERATIONS. 2.CONTRACTOR SHALL PROTECT AND SUSTAIN NORMAL SERVICE OF EXISTING UTILITIES, STRUCTURES, EQUIPMENT, ROADWAYS, AND DRIVES UNLESS OTHERWISE NOTED. 3.AT LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE OF THE EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN SMOOTH AND SHARP EDGE AND PROTECTED UNTIL ABUTTING MATERIALS ARE INSTALLED. 4.CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES, DRUMS, DELINEATORS, SIGNS, FENCES, AND BARRICADES IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL MUTCD WITH VT SUPPLEMENT TO PROPERLY PROTECT WORK, EQUIPMENT, PERSONS, AND PROPERTY FROM DAMAGE. SITE PREPARATION NOTES: 1.CONTRACTOR SHALL CONTACT DIG-SAFE (811) AT LEAST 48 HOURS PRIOR TO ANY EARTHWORK OR EXCAVATION. 2.PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE PRE-CONSTRUCTION MEETING WITH THE ENGINEER, LANDSCAPE ARCHITECT, AND/OR OWNER/OWNERS REPRESENTATIVE TO REVIEW THE PROJECT PLANS AND CONSTRUCTION SCHEDULE. 3.EROSION PROTECTION & SEDIMENT CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY EARTH DISTURBING ACTIVITIES. REFER TO PROJECT PLANS, NOTES AND DETAILS. 4.CONTRACTOR SHALL COORDINATE ADJUSTMENT OR ABANDONMENT OF UTILITIES WITH THE RESPECTIVE UTILITY COMPANY PRIOR TO CONSTRUCTION. 5.CONTRACTOR TO VERIFY ANY REQUIREMENTS FOR SOIL CONTAMINATION WITH OWNER PRIOR TO SITE WORK AND FOLLOW STATE AND LOCAL PERMIT REQUIREMENTS. 2 10/14/2024 LETPH 1 Bid Documents RIGHT OF WAY (ROW) NOTES: 1.CONTRACTOR TO REVIEW VTRANS AND LOCAL PERMIT RELATIVE TO WORK IN THE RIGHT OF WAY (R0W). 2.CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING AS REQUIRED PER THE STATE HIGHWAY ACCESS AND WORK PERMIT. PRE-CONSTRUCTION MEETING TO INCLUDE PROJECT ENGINEER, OWNER, VTRANS DISTRICT 5 REPRESENTATIVE, AS WELL AS OTHER STATE / LOCAL AUTHORITIES AS NEEDED. 3.CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN INCLUDING PROVISIONS FOR USERS OF THE SIDEWALK TO THE DISTRICT TRANSPORTATION ADMINISTRATOR. 4.AFTER CONSTRUCTION IS COMPLETE CONTRACTOR SHALL CONTACT VTRANS DISTRICT 5 REPRESENTATIVE FOR INSPECTION AND ACCEPTANCE. SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SBSBSB SB SB SB SB SB SB SB SB SB SB 1 0 ' 1-STORY BUILDING 1-STORY BUILDING SH E L B U R N E R O A D ( U . S . R O U T E 7 ) SWIFT STREET 1-STORY BUILDING CROSSWALK SIGNAL POLE 15 7 15 GARAGE ENTRANCE D D 1 1,840 SF SITE AMENITY SPACE (SNIPPET PARK) 890 SF SITE AMENITY SPACE (SNIPPET PARK) DEDICATED PARKING FOR COMMERCIAL USES ONLY DURING BUSINESS HOURS 1,830 SF SITE AMENITY SPACE (SNIPPET PARK) RAISED CROSSWALK, TYP. RAISED CROSSWALK, TYP. PROPOSED BIORETENTION BASIN, TYP. 24 ' , T Y P . 24.39' R 5 . 0 ' R3.0' R1 5 . 0 ' R15 . 0 ' R 2 2 . 5 ' R30.5' R8.0' R8.0' R5. 0 ' R5. 0 ' R 3 3 . 0 ' R 3 . 0 ' R3.0 ' R4 3 . 0 ' R5 . 0 ' R29.8' R 3 9 . 0 ' R 4 . 0 ' R4 . 0 ' R4.0 'R3.0' R 8 . 0 ' R5.0' R 3 . 0 ' R3.0' R 1 0 . 0 ' R5.0 ' R2 . 0 ' R3.0 ' R 1 5 . 0 ' R15 . 0 ' 18', TYP.24', TYP. 9' TY P . 24 ' , T Y P . 23 ' 2 1 0 21 0 2 1 5 210 21 0 215 21 5 215 21 5 2 1 0 210 21 5 21 0 21 5 215 LOT 1: FINANCIAL INSTITUTION ±3,350 SF FFE 212.0 LOT 3: MULTIFAMILY RESIDENTIAL 27 DU FFE 217.0 BFE 207.0 LOT 2: MIXED USE 1ST FLOOR: COMMERCIAL 2ND FLOOR: 3 DU ± 3,240 SF FFE(N) 211.50 FFE(S) 212.00 Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T 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. PROJECT LOCATION 0 Feet Graphic Scale 20 40 60 15°± VT G r i d M a g n e t i c PARCEL ID: 1540-00760 SPAN: 600-188-10694 Overall Site Plan C2-00 03/01/2024 1" = 20' 22-523 CML CML LET Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT ZONING DISTRICT INFORMATION: ZONING DISTRICT:C1 R15 OVERLAY DISTRICT:URBAN DESIGN (UDO)/PRIMARY NODE TRANSIT DISTRICT TRAFFIC DISTRICT / ZONE 1 SETBACKS FRONT YARD:30 FT (COMMERCIAL 1) FRONT YARD:10 FT (PROPOSED PUD) SIDE YARD:10 FT REAR YARD:30 FT - N/A - CORNER LOT LOT COVERAGE:70% MAX. BLDG COVERAGE:40% MAX. LOT SIZE:40,000 SF MIN. HEIGHT REQ'S:2 STORIES MIN. PLAN INFORMATION: EXISTING 760 SHELBURNE ROAD LOT SIZE: 17,553 SF / 0.4 AC BUILDING COVERAGE: 4,229 SF / 0.1 AC OR 24.1% TOTAL LOT COVERAGE: 14,901 SF / 0.34 AC OR 84.9% FRONT YARD: SHELBURNE RD: 1,113 SF / 0.03 AC OR 90.3% SWIFT ST: 1,127 SF/ 0.03 AC OR 88.0% 764 SHELBURNE ROAD LOT SIZE: 26,572 SF / 0.61 AC OR 37.1% BUILDING COVERAGE: 2,812 SF / 0.06 AC OR 10.6% TOTAL LOT COVERAGE: 19,914 SF / 0.46 AC OR 74.9% FRONT YARD (SHELBURNE): 431 SF / 0.01 AC OR 43.3% 31 SWIFT STREET LOT SIZE: 16,575 SF / 0.38 AC BUILDING COVERAGE: 6,157 SF / 0.14 AC OR TOTAL LOT COVERAGE: 14,118 SF / 0.32 AC OR 85.2% FRONT YARD (SWIFT): 948 SF / 0.02 AC OR 77.3% LOT INFORMATION: TAX MAP NO. 1540-00760 BOURNE GARY J, V. 188 P 137-8 17,553 SF / 0.42 AC TAX MAP NO. 0700-00031 BOURNE GARY V. 326 P 50-2 16,575 SF / 0.40 AC TAX MAP NO. 1540-00764 764 SHELBURNE RD LLC, C/O GARY BOURNE V. 1035 P 233-4 26,572 SF / 0.61 AC PROPOSED - INDIVIDUAL LOTS 760 SHELBURNE ROAD LOT SIZE: 8,054 SF / 0.18 AC BUILDING COVERAGE: 3,350 SF / 0.08 AC OR 41.6% TOTAL LOT COVERAGE: 5,137 SF / 0.12 AC OR 63.8% FRONT YARD: SHELBURNE RD: 346 SF / 0.007 AC OR 37.7% SWIFT ST: 166 SF / 0.004 AC OR 21.8% 764 SHELBURNE ROAD LOT SIZE: 6,287 SF / 0.14 AC BUILDING COVERAGE: 3,240 SF / 0.07 AC OR 51.5% TOTAL LOT COVERAGE: 5,262 SF / 0.12 AC OR 83.7% FRONT YARD (SHELBURNE): 324 SF / 0.007 AC OR 36.4% 31 SWIFT STREET LOT SIZE: 46,359 SF / 1.06 AC BUILDING COVERAGE: 10,620 SF / 0.24 AC OR 22.9% TOTAL LOT COVERAGE: 35,107 SF / 0.81 AC OR 75.7% FRONT YARD: SHELBURNE RD: 196 SF / 0.004 AC OR 45.6% SWIFT ST: 1,151 SF / 0.03 AC OR 66.3% PARKING:38 SURFACE SPACES 27 GARAGE SPACES TOTAL:65 SPACES PROPOSED - OVERALL PUD 760 SHELBURNE ROAD PUD AREA: 60,700 SF / 1.39 AC BUILDING COVERAGE: ±17,210 SF / 0.40 AC OR 28.4% OVERALL COVERAGE: ±45,506 SF / 1.04 AC OR 74.9% FRONT YARD: SHELBURNE RD: ±866 SF / 0.02 AC OR 39.0% SWIFT ST: ±1,317 SF / 0.03 AC OR 52.7% SNOW STORAGE NOTE: SNOW WILL BE STORED ONSITE IN LANDSCAPE BEDS AND GREEN SPACES WHERE FEASIBLE. SNOW THAT CANNOT BE STORED ONSITE WILL BE REMOVED FROM THE SITE. LOT 1: LOT 2: LOT 3: State Permitting1 07/01/2024 CML PH 1 Bid Documents2 10/14/2024 LET NOTES 1.DIMENSIONS OF DRIVE ENTRANCES, PARKING LOTS, AND CURB RADII ARE MEASURED FROM THE FACE OF CURB. D D D D D D OH OH OH 21 3 214 2 1 6 21 7 213 21 4 21 221 1 21 5 21 6 214 21 2 213 2 1 1 216 21 7 21 3 21 5 2 1 2 2 1 0 21 421 3 21 1 21 2 21 0 21 0 21 2 21 1 21 3 21 5 2 1 7 2 1 6 21 4 20 8 20 9 21 8 21 9 21 0 21 1 21 321 2 21 6 21 4 21 821 7 21 0 20 9 209 21 0 21 1 21 2 20 8 SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SBSB SB SB SB SB SB SB SB SB 1 0 ' 1-STORY BUILDING 1-STORY BUILDING SH E L B U R N E R O A D ( U . S . R O U T E 7 ) SWIFT STREET D D D D D D D D D D D D D D D 1-STORY BUILDING W W W W W W W W W W W W W W W W W W W W W G UP UP UP UP UP UP UP UP UP SSSSSSSS UTILITY COVER CONCRETE FOOTING FOR ROUTE 7 OVERHEAD LANE ASSIGNMENT SIGN D D D CROSSWALK SIGNAL POLE S S S S S S S S DDD SO L . # 3 - 7 5 " BUILT-IN TPCONTROLS D D D D D D D FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD D D D UD UD UD UD UD UD D D D D D D DD D D D W W W W W W W W W W W W W S S S S S S S S S FD FD D D D UP UP UP UP D D D S UD UD UD UD UD UD 2 1 0 2 0 9 2 1 1 21 1 21 0 20 9 20 8 216 2 1 5 21 1 21 2 209 210 211 2 1 1 21 0 2 1 2 2 1 3 215 216 21 5 21 6 216.5 21 7 215 216 21 4 21 8 21 8 21 7 215 20 6 205.5 212 2 1 3 21 6 2 1 0 2 1 1 20 9 2 1 4 210 211 212 2 1 3 21 2 21 3 21 5 212 212 2 1 4 2 1 4 2 0 8 21 2 21 0 21 5 21 6 215 LOT 1: FINANCIAL INSTITUTION ±3,350 SF FFE 212.0 LOT 3: MULTIFAMILY RESIDENTIAL 27 DU FFE 217.0 BFE 207.0 POTENTIAL FUTURE 10' x 6' GENERATOR LOCATION. VERIFY UTILITY INFORMATION WITH OWNER AND MEP PRIOR TO INSTALLATION OF PADS. 10' x 12' TRANSFORMER WITH SCREEN FENCE IF REQ'D BY GMP. VERIFY UTILITY INFORMATION WITH OWNER AND MEP PRIOR TO INSTALLATION OF PADS R8' R 8 ' 209 2 0 9 FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD UD UD UD UD UD UD UD 20 7 20 8 (8) BIKE SPACES ENCLOSED DUMPSTER PROPOSED 12' WIDE CROSS LOT CONNECTION DROP OFF AREA w/VEHICULAR PAVERS STORMWATER TREATMENT STRUCTURE (TYP.) CONCRETE STAIRS w/ HANDRAILS BOTH SIDES MODULAR BLOCK WALL (TYP.) FLUSH CURB (TYP.) STAMPED CONCRETE PAVEMENT 2' BRICK PAVING CONCRETE STAIRS w/HANDRAILS BOTH SIDES FLUSH CURB (TYP.) ADA SPACE w/VEHICULAR PAVERS DETECTABLE WARNING MODULAR BLOCK RETAINING WALL (TYP.) 4' WOOD PRIVACY FENCE BY ARCHITECT RAISED PLANTER w/MODULAR BLOCK WALL PEDESTRIAN PAVERS STORMWATER TREATMENT AREA (TYP.) STAMPED CONCRETE PAVEMENT WOODEN CURVED BACKLESS BENCH, SURFACE MOUNT, TYP OF 2 CONCRETE STAIRS w/HANDRAILS MODULAR BLOCK RETAINING WALL (TYP.) MODULAR BLOCK RETAINING WALL TO MATCH SITE RETAINING WALLS WITH 42" HIGH GUARDRAIL. WALL TO BE DESIGNED BY STRUCTRUAL ENGINEER AND COORDINATED WITH ARCHITECT. (2) BIKE SPACES CONCRETE SIDEWALK MODULAR BLOCK FREESTANDING WALL (TYP.) EXISTING SHELBURNE RD LIGHT FIXTURE TO REMAIN, TYP. PAVED BIKE PATH, TYP. SCULPTURE (TYP.) APPROX. LOCATION FOR REFERENCE ONLY. FINAL LOCATION TO BE DETERMINED IN FIELD BY LANDSCAPE ARCHITECT. SIGN (2) BIKE SPACES CONCRETE ADA SPACE AND ACCESS AISLE LEGAL LOAD LIMIT SIGN TO MATCH REMOVED SIGN (RELOCATED PER DPW) 8' CONCRETE SIDEWALK SNOW STORAGE AREA (2) TEMPORARY BIKE SPACES FOR PHASE 1 7" GRANITE CURB ALONG ROADS, SEE VTRANS DETAIL, TYP. 6" CONCRETE CURB INTERIOR TO SITE, SEE CHASE BANK DETAIL, TYP. CONCRETE SIDEWALK TO BE 8" THICK IN DRIVE LANE, TYP. DRAINAGE SWALE WITH DECORATIVE STONE FLUSH CURB, TYP. FLUSH CURB, TYP. PAINTED ROAD MARKINGS, TYP. DRAINAGE SWALE WITH DECORATIVE STONE MODULAR BLOCK RETAINING WALL TO MATCH SITE RETAINING WALLS WITH 42" HIGH GUARDRAIL. WALL TO BE DESIGNED BY STRUCTURAL ENGINEER AND COORDINATED WITH ARCHITECT. WOODEN CURVED BACKLESS BENCH, SURFACE MOUNT WOODEN CURVED BACKLESS WALL CAP BENCH STAMPED CONCRETE PAVEMENT 2' HIGH CURB WALL FOLLOWS DRIVEWAY GRADE PHASE 1 LIMITS, SEE PHASING PLAN C2-04 PHASE 2 LIMITS, SEE PHASING PLAN C2-04 MODULAR BLOCK WALL, TYP. FLUSH TRANSITION CURB CONCRETE STAIRS w/HANDRAILS CONCRETE STAIRS w/HANDRAILS RESTRIPE CROSSWALK, WHITE EDGE OF ROAD LINE, AND ALL OTHER IMPACTED PAINTED LINES IN ROAD PER VTRANS SPECIFICATIONS LOT 2: MIXED USE 1ST FLOOR: COMMERCIAL 2ND FLOOR: 3 DU ± 3,240 SF FFE(N) 211.50 FFE(S) 212.00 21 3 214 2 1 6 21 7 213 21 4 21 2 21 5 21 6 21 2 21 6 21 7 21 3 21 5 2 1 2 21 2 SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB G D D S S S S S S S UP WOODEN CURVED BACKLESS BENCH SURFACE MOUNT, INSIDE RADIUS AS NOTED WOODEN CURVED BACKLESS BENCH SURFACE MOUNT, INSIDE RADIUS AS NOTED, TYP. WOODEN CURVED BACKLESS WALL CAP BENCH, INSIDE RADIUS AS NOTED 21 1 21 0 20 9 20 8 2 1 5 21 1 21 2 21 5 21 6 21 7 215 216 21 4 21 8 21 8 21 7 215 20 6 205.5 212 2 1 3 21 6 212 21 2 212 212 2 1 4 21 2 21 5 21 6 215 R2 ' R18' R12' R9' R8' R18' R8' R8 ' R8 ' R8 ' R8 ' 20 7 20 8 Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N GI NEER L ICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T 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. 15°± VT G r i d M a g n e t i c PARCEL ID: 1540-00760 SPAN: 600-188-10694 Layout & Materials C2-01 03/01/2024 1" = 20' 22-523 CML CML LET Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT LOT 3 GARAGE LEVEL ENTRANCE & BENCH LAYOUT SCALE: 1" = 20' SEE ARCHITECTURAL PLANS FOR UNDERGROUND PARKING LAYOUT 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.RADIUS DIMENSIONS SHOWN ON CURVED WOODEN BENCHES ARE FROM THE OUTSIDE CURVE OF THE BENCH. 0 Feet Graphic Scale 20 40 60 1 04/15/2024 LETStaff Comments 2 10/14/2024 LETPH 1 Bid Documents D D D D D D 21 3 214 2 1 6 21 7 213 21 4 21 221 1 21 5 21 6 21 4 21 3 21 1 21 2 21 0 20 9 209 21 0 21 1 21 2 20 8 SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB W W W W W W W W W W W W UP UP UP UP UP UP UP DD D D D D D D D D D D D FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD S D D D D UD UD UD UD UD UD UD UD UD UD UD RD D D DDDDD D D D D 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 S S S S S D D FD FD FD FD FD ±2% UP UP UP UP W UD UD UD UD UD UD UD UD UD UD UD RID G E UD D ±6 % RI D G E 2% 2% MAX CROSS SLOPE 2% MAX. IN ADA SPACE 2 1 0 2 0 9 2 1 1 21 1 21 0 20 9 20 8 21 1 216 21 8 21 8 21 7 21 5 20 6 205.5 212 2 1 3 2 1 0 2 1 1 20 9 210 211 212 21 2 212 212 20 8 21 2 LOT 3: MULTIFAMILY RESIDENTIAL 27 DU FFE 217.0 BFE 207.0 TW217.00 LEVEL BW(S)217.00 TS216.80 BS215.80 TC213.60 BC212.50 TS216.80 BS213.30 TW217.0 LEVEL TW217.0 LEVEL BW(W)214.60 TW217.50 LEVEL BW(N)216.75 BW(S)212.40 TW218.50 BW(W)213.30 BW(E)216.00 TC211.60 BC211.10 215.50 215.30 211.90 211.80 TW214.50 BW206.00 TW214.50 BW(N)206.00 BW(S)214.00 TW214.00 TW213.0 BW(E)208.50 TW213.0 BW(N)211.0 TW211.85 LEVEL BW209.50 TW211.60 LEVEL BW209.40 TS211.60 BS209.60 208.88 211.60 TC212.00 BC211.50 TC211.61 BC211.11 211.90 TC212.40 BC211.9 TW209.00 BW(N)207.00 BW(S)206.00 212.05 212.15 211.75 TC212.00 BC211.50 TC213.00 BC212.50 HP211.80 211.40 TC210.80 INLET210.30 211.40 TC212.90 BC212.10 208.40 208.00 208.80 FFE217.00 FFE212.00 PLANT BED 211.35 TW211.60 LEVEL BW209.60 TW211.60 LEVEL BW209.60 209.18 TC209.03 BC208.45 HP212.00 FFE212.00 FFE212.00 FFE211.50 PLANT BED 211.35 TS211.90 BS209.40 TC208.73 BC208.15 PLANT BED 211.60 TW211.85 LEVEL BW209.50 DOOR212.50211.75 TS214.30 BS211.80 PLANT BED 216.75 TW217.0 LEVEL (BENCH AS CAP) BW(W)215.00 PLANT BED 216.75 TW217.0 LEVEL BW(W)215.45 214.88 214.50 PLANT BED 216.75 TW218.50 BW(W)212.80 BW(E)215.30 TW218.00 BW(W)212.80 BW(E)215.30 TW218.00 BW(W)212.40 BW(E)214.86 TW217.50 BW(W)212.40 BW(E)214.86 TW217.50 BW(W)212.20 BW(E)214.40 MATCH EX.208.00± TW212.50 LEVEL BW(S)207.00 TW213.50 STEP WALL AND MATCH ON OTHER SIDE OF STAIRS TW215.50 STEP WALL AND MATCH ON OTHER SIDE OF STAIRS STEP WALL IN (3) 1' STEPS. MATCH ON OTHER SIDE OF STAIRS. TW(TOP STEP)218.00 TW(BOTTOM STEP)215.00 216.80 TW(BOTTOM STEP)217.00 HP 218.50 TC211.36 BC210.70 DOOR211.50 TC211.36 BC210.86 TC211.86 BC211.36 211.56 HP TC211.80 BC211.30 HP TC211.80 BC211.30 209 2 0 9 FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD UD UD UD UD UD UD UD UD UD UD UD UD UD 20 7 20 8 LOT 2: MIXED USE 1ST FLOOR: COMMERCIAL 2ND FLOOR: 3 DU ± 3,240 SF FFE(N) 211.50 FFE(S) 212.00 Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N GI NEER L ICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T 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. PARCEL ID: 1540-00760 SPAN: 600-188-10694 Grading Plan - South C2-02b 10/14/2024 1" = 10' 22-523 CML CML LET Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT 15°± VT G r i d M a g n e t i c 0 Feet Graphic Scale 10 20 30 PH 1 Bid Documents1 10/14/2024 CML GRADING NOTES: 1.PLAN INFORMATION SHALL BE VERIFIED IN THE FIELD. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REPORT ANY DISCREPANCIES TO THE OWNER/OWNER'S REPRESENTATIVE IMMEDIATELY. 2.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. 3.NO TOPSOIL SHALL BE REMOVED FROM THE SITE UNLESS APPROVED IN ADVANCE BY THE OWNER/OWNER'S REPRESENTATIVE. 4.THE GENERAL CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING EARTHWORK, PROVIDING VERTICAL CURVES OR ROUNDING 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.GRADING SHALL COMPLY WITH THE RULES AND REGULATIONS OF THE LOCAL ARCHITECTURAL ACCESS BOARD (AAB) 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.SITE PAVEMENT SHALL MEET ALL BUILDING DOOR THRESHOLDS FLUSH AND IN ACCORDANCE WITH ADA GUIDELINES. WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT, NEW PAVING SHALL MEET THE LINE AND GRADE OF THE EXISTING PAVING. 8.NEW PAVEMENT AREAS SHALL BE PITCHED SO AS TO PROVIDE POSITIVE DRAINAGE AWAY FROM FACE OF BUILDINGS/STRUCTURES AND TOWARDS THE STREET CURB AND/OR PROPOSED DRAINAGE STRUCTURES AT ALL LOCATIONS TO PREVENT PONDING. FINISHED SURFACES SHALL BE FREE FROM IRREGULAR SURFACE CHANGES. 9.PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM OF ONE-EIGHTH INCH (1/8”) PER FOOT (12”). 10.MAXIMUM CROSSPITCH OF ALL SIDEWALKS IS 2%. RAMPS SHALL NOT EXCEED 1 IN 12 OR 30' IN LENGTH. ANY DISCREPANCIES NOT ALLOWING THIS TO OCCUR SHALL BE REPORTED TO THE OWNER/OWNER'S REPRESENTATIVE PRIOR TO CONTINUING WORK. 11.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. 12.SET CATCH BASIN AND DROP INLET RIMS TO DRAIN SURROUNDING AREAS AND AT SAME PITCH AS SLOPING PAVEMENT. IF STRUCTURE IS SHOWN ADJACENT TO CURB, SET GRATE TIGHT TO FACE OF CURB. 13.CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING DRAINAGE SYSTEM AT ALL TIMES. DURING EARTHWORK OPERATIONS, DRAINAGE OF THE SITE AND ADJACENT AREAS SHALL BE MAINTAINED CONTINUOUSLY TO PREVENT EROSION OR DAMAGE RESULTING FROM CONCENTRATED RUN-OFF, WHEN IT IS NECESSARY TO INTERRUPT THE EXISTING DRAINAGE PATTERNS AND/OR UTILITIES, PROVIDE TEMPORARY FACILITIES UNTIL WORK IS PERMANENTLY STABILIZED AND APPROVED BY THE ENGINEER OR OWNER/OWNER'S REPRESENTATIVE. 14.CONTRACTOR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS NECESSARY ALL UTILITY AND SITE STRUCTURES SUCH AS LIGHT POLES, SIGN POLES, MANHOLES, CATCH BASINS, HAND HOLES, WATER AND GAS GATES, HYDRANTS, ETC. FROM MAINTAINED UTILITY AND SITE SYSTEMS UNLESS OTHERWISE NOTED ON THE UTILITY DRAWING OR DIRECTED BY THE ENGINEER OR OWNER/OWNER'S REPRESENTATIVE. 15.FINAL SHAPING OF ALL EARTHWORK SHALL BE DIRECTED AND APPROVED IN THE FIELD BY THE ENGINEER OR OWNER'S REPRESENTATIVE TO REVIEW AND APPROVE SUBGRADE IN PLANT BEDS PRIOR TO PLACING ANY LOAM. 16.IN LAWN AREAS, ROUGH GRADE SHALL BE BROUGHT TO WITHIN 4" OF FINISHED GRADE UNLESS OTHERWISE NOTED. 17.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 ENGINEER OR OWNER/OWNER'S REPRESENTATIVE. 18.EXCAVATION REQUIRED WITHIN PROXIMITY OF TREES TO REMAIN OR WITHIN 3 FEET OF EXISTING UTILITY LINES 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. 19.PROVIDE EROSION CONTROL MATTING ON ALL DISTURBED SLOPES WITH A PITCH OF 3H:1V OR GREATER. SEE C2-04 PHASING PLAN FOR PHASING NOTES. OH OH OH 21 3 214 2 1 6 21 7 21 3 21 4 21 221 1 21 5 21 6 214 2 1 2 213 2 1 1 21 6 21 7 21 3 21 5 2 1 2 2 1 0 21 421 3 21 1 21 2 21 0 21 0 21 2 21 1 21 3 21 5 2 1 7 2 1 6 21 4 20 8 20 9 21 8 21 9 21 0 21 1 21 321 2 21 6 21 4 21 821 7 21 0 20 9 209 21 0 21 1 21 2 20 8 SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SBSBSB SB SB SB SB SB SB SB SB SB SB 1 0 ' 1-STORY BUILDING 1-STORY BUILDING SH E L B U R N E R O A D ( U . S . R O U T E 7 ) SWIFT STREET 1-STORY BUILDING W W W W W W W W W W W W W W W W W W W W W G UP UP UP UP UP UG UG UG UG SSSSSSSS LOT 1: FINANCIAL INSTITUTION ±3,350 SF FFE 212.0 LOT 3: MULTIFAMILY RESIDENTIAL 27 DU FFE 217.0 BFE 207.0 D D LOT 2: MIXED USE 1ST FLOOR: COMMERCIAL 2ND FLOOR: 3 DU ± 3,240 SF FFE 212.0 2 1 0 2 0 9 2 1 1 21 1 21 0 20 9 20 8 2 1 6 2 1 5 2 1 1 2 1 2 209 210 211 2 1 1 2 1 0 21 2 21 3 215 216 21 5 21 6 216.5 21 7 21 5 21 6 2 1 4 21 8 21 8 21 7 21 5 20 9 20 6 205.5 212 2 1 3 21 6 2 1 0 2 1 1 20 9 PHASE II 2 1 4 21 5 210 211 212 2 1 3 21 2 21 5 21 3 21 4 21 2 21 5 212 212 2 1 4 PHASE I 2 1 4 Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T 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. PROJECT LOCATION PARCEL ID: 1540-00760 SPAN: 600-188-10694 Phasing Plan C2-03 03/01/2024 1" = 20' 22-523 PJM CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT PHASING NOTES: CONSTRUCTION SHALL OCCUR IN ACCORDANCE WITH THE FOLLOWING PHASES: 1.PHASE 1: CONSTRUCTION OF TWO BUILDINGS ALONG SHELBURNE ROAD, CURB CUTS, CURBING, SIDEWALKS, SWIFT STREET REC PATH, UTILITIES, PARKING LOT AND DRIVE BASE CONSTRUCTION AND BASE PAVEMENT COARSE, LANDSCAPING AND STORMWATER INSTALLATION IN PHASE 1 AREA. 2.PHASE 2: CONSTRUCTION OF MULTIFAMILY RESIDENTIAL BUILDING, CURBING, SIDEWALKS, UTILITIES, AND STORMWATER INSTALLATION IN PHASE 2 AREA. CONSTRUCTION REMAINING LANDSCAPING, SITE AMENITIES, REMAINING FEATURES, TOP PAVEMENT COARSE THROUGHOUT SITE, AND FINAL STABILIZATION. PHASING LEGEND: PHASE 1 PHASE 2 NOTE: EROSION CONTROL MEASURES SHALL REMAIN IN PLACE FOR THE PROJECT DURATION UNLESS FINAL STABILIZATION IS INSTALLED BETWEEN PHASES. THE CONTRACTOR SHALL STABILIZE AND PROVIDE SAFETY MEASURES FOR ACTIVE CONSTRUCTION AREAS ADJACENT TO COMPLETED PHASES IN ACCORDANCE WITH OSHA REQUIREMENTS. OPEN SPACE PHASING: PHASE 1: PHASE 1 OPEN SPACE REQUIREMENTS: COMMERCIAL: 6,590 SF x 6% = 396 SF RESIDENTIAL: 3 UNITS x 60 SF/UNIT = 180 SF REQUIRED OPEN SPACE: 696 SF PROVIDED: 890 SF PHASE 2: REMAINING OPEN SPACE 15°± VT G r i d M a g n e t i c 0 Feet Graphic Scale 20 40 60 D D D D D D OH OH OH 21 3 214 2 1 6 21 7 213 21 4 21 221 1 21 5 21 6 214 2 1 2 213 2 1 1 21 6 21 7 21 3 21 5 2 1 2 2 1 0 21 421 3 21 1 21 2 21 0 21 0 21 2 21 1 21 3 21 5 2 1 7 2 1 6 21 4 20 8 20 9 21 8 21 9 21 0 21 1 21 321 2 21 6 21 4 21 821 7 21 0 20 9 209 21 0 21 1 21 2 20 8 SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB 1 0 ' 1-STORY BUILDING 1-STORY BUILDING SH E L B U R N E R O A D ( U . S . R O U T E 7 ) SWIFT STREET D D D D D D D D D D D D D D D 1-STORY BUILDING W W W W W W W W W W W W W W W W W W W W W G UP UP UP UP UP UP UP UP UP SSSSSSSS ASSUMED LOCATION OF SMH IN INTERSECTION OF SHELBURNE ROAD AND SWIFT STREET RIM = 215.5 CLAY 8" iIN (N) = 206.7 CLAY 10" iIN (E) =207.0 CLAY 10" iOUT(W) = 206.9 APPROX. LOCATION PER DIGSAFE MARKINGS EX. 8" DI WATER MAIN (TO BE VERIFIED) APPROX. LOCATION EX. 6" AC WATER MAIN (TO BE VERIFIED) UTILITY COVER CONCRETE FOOTING FOR ROUTE 7 OVERHEAD LANE ASSIGNMENT SIGN RIM = 207.9 SUMP = 203.1 18" RCP iOUT +/- 202.7 RIM = 210.8 15" RCP iIN(N) = 204.1 12" RCP iIN(E) =204.3 18" RCP iOUT(W) = 203.9 D D D CROSSWALK SIGNAL POLE S S S S S S S S ASSUMED LOCATION OF SMH IN SHELBURNE ROAD DDD SO L . # 3 - 7 5 " BUILT-IN TPCONTROLS D D D D D D D DA 3 BIO DA 1 BIO FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD D D D UD UD UD UD UD UD D D D D D D DDD D D W W W W W W W W W W W W W S S S S S S S S S FD FD D D D UP UP UP UP D D D S UD UD UD UD UD8" CLASS 52 DI 1.5" TYPE K COPPER 8" C L A S S 5 2 D I 8" S D R 3 5 P V C s= 0 . 0 0 4 f t . / f t . 4" C L A S S 5 2 D I UD 2 1 0 2 0 9 2 1 1 21 1 21 0 20 9 20 8 216 2 1 5 21 1 21 2 209 210 211 2 1 1 21 0 2 1 2 21 3 215 216 21 5 21 6 216.5 21 7 21 5 216 21 4 21 8 21 8 21 7 21 5 20 6 205.5 212 2 1 3 21 6 2 1 0 2 1 1 20 9 2 1 4 210 211 212 2 1 3 21 2 21 3 21 5 212 212 2 1 4 2 1 4 2 0 8 21 2 21 0 21 5 21 6 215 LOT 1: FINANCIAL INSTITUTION ±3,350 SF FFE 212.0 LOT 3: MULTIFAMILY RESIDENTIAL 27 DU FFE 217.0 BFE 207.0 POTENTIAL FUTURE 10' x 6' GENERATOR LOCATION. VERIFY UTILITY INFORMATION WITH OWNER AND MEP PRIOR TO INSTALLATION OF PADS. 10' x 12' TRANSFORMER WITH SCREEN FENCE IF REQ'D BY GMP. VERIFY UTILITY INFORMATION WITH OWNER AND MEP PRIOR TO INSTALLATION OF PADS SMH #2 RIM = 213.90 8" iIN = 205.46 6" iIN = 205.50 8" iOUT = 205.36 6" iOUT = 209.00 SMH #3 RIM = 210.95 6" iIN (2) = 206.00 8" iOUT = 205.90 6" iOUT = 207.2 6" iOUT = 206.30 CO CO INSTALL 2" RIGID FOAM INSULATION ABOVE SEWER WHERE <5' COVER SMH #1 CONTRACTOR TO VERIFY ELEVATION OF EXISTING SEWER AND REPORT TO ENGINEER PRIOR TO ORDERING STRUCTURES AND CONSTRUCTION RIM = 213.70 NEW 8" iIN = 205.20 EX. 10" iIN = 205.20± EX. 10" iOUT = 205.10± CONNECT TO EXISTING 8" DI PIPE WITH 8"X8" TEE, (3) 8" GATE VALVES SECURED WITH FOSTER ADAPTERS, AND THRUST BLOCK. CONNECTION REQUIRING MAINLINE SHUTDOWN MUST BE SCHEDULED FOR NIGHT WORK. CONTRACTOR TO PROVIDE AT LEAST THREE WEEKS NOTICE TO SBWD. 1.5" WATER SERVICE CONNECTION WITH 1.5" CURB STOP FIRE PROTECTION HYDRANT 8"X4" TEE, 8" GATE VALVE, 4" GATE VALVE TO 4" CLASS 52 DI DOMESTIC SERVICE, AND THRUST BLOCK 8"X6" TEE, 6" GATE VALVE TO 6" CLASS 52 DI FIRE SERVICE, AND THRUST BLOCK 8"X6" TEE, 6" GATE VALVE, AND THRUST BLOCK FIRE PROTECTION HYDRANT 8"X4" TEE, 8" GATE VALVE, 4" GATE VALVE, AND THRUST BLOCK 1.5" TYPE K COPPER DOMESTIC SERVICE WITH CURB STOP 4" CLASS 52 DI FIRE SERVICE 8"X6" REDUCER AND 6" GATE VALVE TO 6"CLASS 52 DI HYDRANT LEAD 209 2 0 9 FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD UD UD UD UD UD UD UD 20 7 20 8 LOT 2: MIXED USE 1ST FLOOR: COMMERCIAL 2ND FLOOR: 3 DU ± 3,240 SF FFE(N) 211.50 FFE(S) 212.00 Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N GI NEER L ICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T 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. PARCEL ID: 1540-00760 SPAN: 600-188-10694 Utility Plan C3-01 03/01/2024 1" = 20' 22-523 CML CML LET Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT "I HEREBY CERTIFY THAT, IN THE EXERCISE OF MY REASONABLE PROFESSIONAL JUDGMENT, THE DESIGN RELATED INFORMATION SUBMITTED WITH THIS APPLICATION IS TRUE AND CORRECT AND THE DESIGN INCLUDED IN THIS APPLICATION FOR A PERMIT COMPLIES WITH THE VERMONT WASTEWATER SYSTEM AND POTABLE WATER SUPPLY RULES." (REF. ENVIRONMENTAL PROTECTION RULES CHAPTER 1 §1-306 (b)). LAST REVISED 02/25/2020 15°± VT G r i d M a g n e t i c 0 Feet Graphic Scale 20 40 60 NOTES: 1.CONTRACTOR TO FIELD VERIFY ELEVATIONS OF EXISTING PIPES AT CONNECTION POINTS AND CROSSINGS. IF THE ACTUAL ELEVATIONS ARE DIFFERENT THAN SHOWN ON SHEET C3-01 AND C3-02, THE CONTRACTOR SHALL NOTIFY THE ENGINEER. 2.PROVIDE 18" VERTICAL SEPARATION AT WATER/SEWER AND WATER/STORMWATER UTILITY CROSSINGS. 3.PROVIDE RIDGED FOAM INSULATION OVER WATER AND SEWER WHERE INADEQUATE COVER (<6' FOR WATER, <5' FOR SEWER). PROVIDE 2" FOAM INSULATION PER 1' OF COMPROMISED COVER. 4.WATER SYSTEM MATERIALS AND INSTALLATION PROCEDURES TO COMPLY WITH CWD SPECIFICATIONS. 5.DI PIPE SHALL COMPLY WITH AWWA C151/ANSI A21.51. DI PIPE SHALL BE A MINIMUM THICKNESS CLASS 52, BE CEMENT MORTAR LINED, AND BE GIVEN AN EXTERIOR PETROLEUM ASPHALTIC COATING. 6.4" AND 6" DI PIPE SHALL HAVE NO LESS THAN TWO BRONZE WEDGES INSTALLED AT EACH JOINT. 8" AND LARGER DI PIPE SHALL HAVE NO LESS THAN THREE BRONZE WEDGES INSTALLED AT EACH PIPE JOINT. 7.V-BIO ENHANCED POLYETHYLENE PIPE ENCASEMENT IS REQUIRED FOR ALL DUCTILE IRON PIPE INSTALLATION AND SHALL CONFORM TO CWD STANDARD AND THE CURRENT AWWA C105/ANSI A21.5 STANDARD. 8.POLYETHYLENE ENCASEMENT SHALL PREVENT CONTACT BETWEEN THE PIPE OR FITTINGS AND THE SURROUNDING BACKFILL AND BEDDING MATERIAL AND SHALL BE INSTALLED AS OUTLINED IN SECTION 4.1 OF THE ABOVE AWWA/ANSI STANDARD. LUMPS OF CLAY, MUD, CINDERS, ETC. ON THE PIPE SHALL BE REMOVED PRIOR TO INSTALLATION OF THE POLYETHYLENE ENCASEMENT. DURING INSTALLATION, SOIL OR EMBEDMENT MATERIALS SHALL NOT BE TRAPPED BETWEEN THE PIPE AND POLYETHYLENE. OVERLAP AND ENDS SHALL BE SECURED WITH POLYETHYLENE ADHESIVE TAPE. ALL CUTS, TEARS, PUNCTURES, OR DAMAGE TO THE POLYETHYLENE SHALL BE REPAIRED WITH POLYETHYLENE ADHESIVE TAPE OR WITH A SHORT LENGTH OF POLYETHYLENE SHEET, WRAPPED AROUND THE PIPE TO COVER THE DAMAGED AREA, AND SECURED IN PLACED. BACKFILLING AROUND POLYETHYLENE WRAPPED PIPE SHALL BE IN ACCORDANCE WITH ANSI/AWWA C600. 9.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BE FAMILIAR WITH THE CWD SPECIFICATIONS. THE CHAMPLAIN WATER DISTRICT SPECIFICATIONS AND DETAILS FOR THE INSTALLATION OF WATER LINES AND APPURTENANCES CAN BE FOUND AT WWW.CHAMPLAINWATER.ORG. 10.SEE C2-04 PHASING PLAN FOR PHASING NOTES. SMH#1 INSTALLATION NOTES: 1.CONTRACTOR TO VERIFY ELEVATION OF EXISTING SEWER MAIN AND REPORT TO ENGINEER PRIOR TO ORDERING STRUCTURES. 2.CONTRACTOR TO COORDINATE ROAD/LANE CLOSURES WITH THE ENGINEER AND THE CITY OF SOUTH BURLINGTON AND SUBMIT A TRAFFIC CONTROL PLAN IN ACCORDANCE WITH LOCAL REQUIREMENTS. 3.CONTRACTORS TO AVOID/MAINTAIN EXISTING ACTIVE UTILITY LINES DURING CONSTRUCTION. 4.CONTRACTOR TO PREPARE PLAN TO PLUG/BYPASS SEWER FLOW IN THE EXISTING SEWER MAIN IN SWIFT STREET DURING THE INSTALLATION OF SMH#1. 1 04/15/2024 CMLStaff Comments 2 07/01/2024 CMLState Permitting 3 07/09/2024 CMLCWD Comments 4 08/05/2024 CMLDEC Comments 5 08/08/2024 CMLCWD Comments PH 1 Bid Documents6 10/14/2024 CML D D D D D D OH OH OH 21 3 214 2 1 6 21 7 213 21 4 21 221 1 21 5 21 6 214 2 1 2 213 2 1 1 216 21 7 21 3 21 5 2 1 2 2 1 0 21 421 3 21 1 21 2 21 0 21 0 21 2 21 1 21 3 21 5 2 1 7 2 1 6 21 4 20 8 20 9 21 8 21 9 21 0 21 1 21 321 2 21 6 21 4 21 821 7 21 0 20 9 209 21 0 21 1 21 2 20 8 SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB 1 0 ' 1-STORY BUILDING 1-STORY BUILDING SH E L B U R N E R O A D ( U . S . R O U T E 7 ) SWIFT STREET D D D D D D D D D DD D D D D 1-STORY BUILDING W W W W W W W W W W W W W W W W W W W W W G UP UP UP UP UP UG UG UG UG SSSSSSSS SO L . # 3 - 7 5 " BUILT-IN TPCONTROLS D D D D D D D FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD RD D D D D D D D D D DD D D D 2 1 0 2 0 9 2 1 1 21 1 21 0 20 9 20 8 2 1 6 2 1 5 2 1 1 2 1 2 209 210 211 2 1 1 2 1 0 2 1 2 21 3 215 216 21 5 21 6 216.5 21 7 21 5 21 6 21 4 21 8 21 8 21 7 215 20 9 20 6 205.5 212 2 1 3 W W W W W W W W W W W W W S S S S S S S S S FD FD D D D 21 6 2 1 0 2 1 1 20 9 UP UP UP UP 2 1 4 21 5 210 211 212 2 1 3 21 2 2 1 5 21 3 21 4 21 2 21 5 212 212 D D D 2 1 4 W S UD UD UD UD UD UD 2 1 4 INV. 12" STRM = 207.30± INV. 8" SWR = 205.28 INV. 18" STRM = 208.21 INV. 6" SWR = 206.18 INV. 12" STRM = 210.38 INV. 6" WATER = 208.00 INV. 8" STRM = 209.81 INV. 8" SWR = 207.08INV. 12" STRM = 209.13 INV. 18" STRM = 201.32 INV. 12" STRM = 209.53 INV. 18" STRM = 201.51 INV. 8" STRM = 209.02 INV. 18" STRM = 201.31 INV. 8" SWR = 205.75 INV. 18" STRM = 201.64 INV. 12" STRM = 207.12 INV. 6" SWR = 206.28 INV. 12" STRM = 207.05 INV. 18" STRM = 201.88 INV. 6" STRM = 207.77 INV. 18" STRM = 202.16 INV. 8" WATER = 204.50± INV. 18" STRM = 200.94 INV. 18" STRM = 208.12 INV. 8" SWR = 205.52 INV. 6" SWR = 207.80 INV. 6" WATER = 205.80 INV. 18" STRM = 209.82 INV. 8" SWR = 205.57 2 0 9 UD Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T 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. PARCEL ID: 1540-00760 SPAN: 600-188-10694 Utility Crossing Plan C3-02 03/01/2024 1" = 20' 22-523 CML CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT "I HEREBY CERTIFY THAT, IN THE EXERCISE OF MY REASONABLE PROFESSIONAL JUDGMENT, THE DESIGN RELATED INFORMATION SUBMITTED WITH THIS APPLICATION IS TRUE AND CORRECT AND THE DESIGN INCLUDED IN THIS APPLICATION FOR A PERMIT COMPLIES WITH THE VERMONT WASTEWATER SYSTEM AND POTABLE WATER SUPPLY RULES." (REF. ENVIRONMENTAL PROTECTION RULES CHAPTER 1 §1-306 (b)). LAST REVISED 02/25/2020 15°± VT G r i d M a g n e t i c 0 Feet Graphic Scale 20 40 60 NOTES: 1.CONTRACTOR TO FIELD VERIFY ELEVATIONS OF EXISTING PIPES AT CONNECTION POINTS AND CROSSINGS. IF THE ACTUAL ELEVATIONS ARE DIFFERENT THAN SHOWN ON SHEET C3-01 AND C3-02, THE CONTRACTOR SHALL NOTIFY THE ENGINEER. 2.PROVIDE 18" VERTICAL SEPARATION AT WATER/SEWER AND WATER/STORMWATER UTILITY CROSSINGS. 3.PROVIDE RIDGED FOAM INSULATION OVER WATER AND SEWER WHERE INADEQUATE COVER (<6' FOR WATER, <5' FOR SEWER). PROVIDE 2" FOAM INSULATION PER 1' OF COMPROMISED COVER. 1 04/15/2024 CMLStaff Comments 2 07/01/2024 CMLState Permitting SSSSSSSS RIM = 207.51 D D D D D D OH OH OH OH OH OH OH OH OH OH 21 3 214 2 1 6 21 7 21 3 21 4 21 221 1 21 5 21 6 214 2 1 2 213 2 1 1 21 6 21 7 21 3 21 5 2 1 2 21 0 21 421 3 21 1 21 2 21 0 21 0 21 2 21 1 21 3 21 5 2 1 7 2 1 6 21 4 20 8 20 9 21 8 21 9 21 0 21 1 21 321 2 21 6 21 4 21 821 7 21 0 20 9 209 21 0 21 1 21 2 20 8 SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SBSBSB SB SB SB SB SB SB SB SB SB SB N/F GARY BOURNE N/F TKHS LLC N/F LEE THERESA M LIVING TRUST, C/O DUFF AND PHELPS N/F GARY J. BOURNE 1 0 ' N/F HANDY MOUNTAHA TRUST 1-STORY BUILDING 2300 SQ. FT. 1-STORY BUILDING 2812 SQ. FT. 1-STORY BUILDING 6157 SQ. FT. 1-STORY BUILDING 1-STORY BUILDING RAMP PAVED DRIVE PAVED DRIVE SH E L B U R N E R O A D ( U . S . R O U T E 7 ) SWIFT STREET SHED D D D D D D D D D D D D D D D D D D D D D D D D D D 11 6 ' ± 13 7 ' ± 122'± 14 0 ' ± 118'±79'± 7'±45'± 12 5 ' ± 56'± 76'± 99 ' ± 239'± 1-STORY BUILDING W W W W W W W W W W W W W W W W W W W W W G G G G G G G G G G G G G G G G G G G G UP UP UP UP UP UP UP UP UP W W W W W W W W W W N/F 764 SHELBURNE RD. LLC, C/O GARY BOURNE SSSSSSSS GRAVEL DRIVE GRAVEL DRIVE RIM = 209.0 18" RCP iIN(E) = 202.2 18" RCP iIN(S) =201.3 18" RCP IOUT(W) = 200.6 UTILITY COVER CONCRETE FOOTING FOR ROUTE 7 OVERHEAD LANE ASSIGNMENT SIGN RIM = 207.9 SUMP = 203.1 18" RCP iOUT +/- 202.7 RIM = 207.5 CLOGGED RIM = 213.1 12" CMP iOUT(W) = 208.6 RIM = 210.8 15" RCP iIN(N) = 204.1 12" RCP iIN(E) =204.3 18" RCP iOUT(W) = 203.9 D D D GRANITE CURB S S S S S S S S DDD CONTROL POINT CONTROL POINT MONITORING WELL MONITORING WELL CONTROL POINT CONTROL POINT CONTROL POINT CONTROL POINT MONITORING WELL PAVED DRIVE S/N- 0 0 1 S/ N - 0 0 2 EXISTING DA #1B 0.809 AC 0.634 AC IMP EXISTING DA #1A 0.064 AC 0.050 AC IMP EXISTING DA #2 0.520 AC 0.445 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 No. 8917 CIVILP R O F E SSIONAL E N GI NEER L ICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T 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. 0 Feet Graphic Scale 20 40 60 15°± VT G r i d M a g n e t i c PARCEL ID: 1540-00760 SPAN: 600-188-10694 Existing Stormwater Plan C4-01 03/01/2024 1" = 20' 22-523 SCR CML LET Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT PROJECT INFORMATION: LANDOWNER:GARY J BOURNE 414 WEST GROVE MIDDLEBORO, MA 02346 PROJECT LOCATION:31 SWIFT STREET AND 760 & 764 SHELBURNE ROAD SOUTH BURLINGTON, VT 05403 TOTAL PROPERTY AREA:1.393 AC ± TOTAL IMPERVIOUS AREA:1.129 AC RECEIVING WATER AT S/N-001: SOUTH BURLINGTON MUNICIPAL STORMWATER SYSTEM TO POTASH BROOK RECEIVING WATER AT S/N-002: SOUTH BURLINGTON MUNICIPAL STORMWATER SYSTEM TO POTASH BROOK LEGEND: EXISTING DRAINAGE AREAS EXISTING TIME OF CONCENTRATION SOIL KEY SOIL DESCRIPTION HYDRIC HYDROGROUP ON SITE KfactWS PRIME AG VALUE IIICNB/DBIABELGRADE AND ELDRIDGE SOILS, 0 TO 3 PERCENT SLOPES PRIME PH 1 Bid Documents1 10/14/2024 CML D D D D D D OH OH OH 21 3 214 2 1 6 21 7 213 21 4 21 2 21 1 21 5 21 6 214 21 2 213 2 1 1 216 21 7 21 3 21 5 2 1 2 2 1 0 21 421 3 21 1 21 2 21 0 21 0 21 2 21 1 21 3 21 5 2 1 7 2 1 6 21 4 20 8 20 9 21 8 21 9 21 0 21 1 21 321 2 21 6 21 4 21 821 7 21 0 20 9 209 21 0 21 1 21 2 20 8 1 0 ' 1-STORY BUILDING 1-STORY BUILDING SH E L B U R N E R O A D ( U . S . R O U T E 7 ) SWIFT STREET D D D D D D D D D D D D D 1-STORY BUILDING W W W W W W W W W W W W W W W W W W W W W G UP UP UP UP UP UP UP UP UP SSSSSSSS UTILITY COVER RIM = 207.9 SUMP = 203.1 18" RCP iOUT +/- 202.7 RIM = 210.8 15" RCP iIN(N) = 204.1 12" RCP iIN(E) =204.3 18" RCP iOUT(W) = 203.9 D D D CROSSWALK SIGNAL POLE S S S S S S S S DDD D D D D D D D DA 3 BIO DA 1 BIO FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD D D D UD UD UD UD UD UD D D D D D D DD D D D W W W W W W W W W W W W W S S S S S S S S S FD FD D D D UP UP UP UP D D D S UD UD UD UD UD UD 2 1 0 2 0 9 2 1 1 21 1 21 0 20 9 20 8 216 2 1 5 21 1 21 2 209 210 211 2 1 1 21 0 2 1 2 2 1 3 215 216 21 5 21 6 216.5 21 7 215 216 21 4 21 8 21 8 21 7 215 20 6 205.5 212 2 1 3 21 6 2 1 0 2 1 1 20 9 2 1 4 210 211 212 2 1 3 21 2 2 1 3 21 5 212 212 2 1 4 2 1 4 2 0 8 21 2 21 0 21 5 21 6 215 209 2 0 9 FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD UD UD UD UD UD UD UD 20 7 20 8 S/N-001 S/ N - 0 0 2 PROPOSED DA #1 DA = 0.303 AC 0.248 AC ROOFTOP 0.003 AC NON-ROOFTOP 0.232 AC REDEVELOPED PROPOSED DA #3 DA = 0.267 AC 0.077 AC ROOFTOP 0.105 AC NON-ROOFTOP 0.160 AC REDEVELOPED PROPOSED DA #2 DA = 0.097 AC 0.074 AC NON-ROOFTOP 0.071 AC REDEVELOPED PROPOSED DA #6 DA = 0.074 AC 0.074 AC ROOFTOP 0.027 AC REDEVELOPED PROPOSED DA #7 DA = 0.134 AC 0.070 AC NON-ROOFTOP 0.067 AC REDEVELOPED PROPOSED DA #8 DA = 0.089 AC 0.067 AC NON-ROOFTOP 0.064 AC REDEVELOPED PROPOSED DA #9 DA = 0.079 AC 0.039 AC NON-ROOFTOP 0.030 AC REDEVELOPED PROPOSED DA #4 DA = 0.228 AC 0.193 AC NON-ROOFTOP 0.132 AC REDEVELOPED PROPOSED DA #5 DA = 0.123 AC 0.094 AC NON-ROOFTOP 0.063 AC REDEVELOPED Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N GI NEER L ICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T 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. 0 Feet Graphic Scale 20 40 60 15°± VT G r i d M a g n e t i c PARCEL ID: 1540-00760 SPAN: 600-188-10694 Proposed Stormwater Plan C4-02 03/01/2024 1" = 20' 22-523 CML CML LET Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT NOTES: 1.STORMWATER RUNOFF TO BE DIRECTED AWAY FROM BUILDING FOUNDATIONS AND DIRECTED TO STORMWATER TREATMENT AREAS AS DEPICTED ON THIS PLAN AND DETAILS. 2.THIS SITE WILL REQUIRE REGULAR MAINTENANCE OF STORMWATER TREATMENT AREAS AND EROSION CONTROL MEASURES. 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 AND EXISTING IMPERVIOUS ASSOCIATED WITH THE CONSTRUCTION OF A NEW MULTI-USE BUILDINGS AND PARKING AREAS. THE PROPOSED STORMWATER TREATMENT WAS DESIGNED TO TREAT IMPERVIOUS IN ACCORDANCE WITH THE 2017 VERMONT STORMWATER MANAGEMENT MANUAL AND 3-9050 GENERAL STORMWATER OPERATIONAL PERMIT. LEGEND: PROPOSED DRAINAGE AREA PROPOSED TIME OF CONCENTRATION PROPOSED REDEVELOPED IMPERVIOUS SOIL DEPTH AND QUALITY NOTE: ALL DISTURBED AREAS NOT COVERED BY IMPERVIOUS SURFACE ARE SUBJECT TO THE SOIL DEPTH AND QUALITY REQUIREMENTS ON C8-06. PROJECT INFORMATION: LANDOWNER:GARY J BOURNE 414 WEST GROVE MIDDLEBORO, MA 02346 PROJECT LOCATION:31 SWIFT STREET AND 760 & 764 SHELBURNE ROAD SOUTH BURLINGTON, VT 05403 TOTAL PROPERTY AREA:1.393 AC ± TOTAL IMPERVIOUS AREA:1.044 AC PH 1 Bid Documents1 10/14/2024 CML PRECAST CONCRETE PAVER HAND TIGHT BUTT JOINT SWEPT WITH JOINT SAND OR POLYMERIC SAND FINISHED GRADE 1" SAND SETTING BED MIRAFI 140N FILTER FABRIC OR APPROVED EQUAL COMPACTED GRAVEL BASE, VAOT 704.05A FINE OR APPROVED EQUAL COMPACTED OR UNDISTURBED SUBGRADE PRECAST PAVER - PEDESTRIAN 1" 8" NOTES: 1.CONTRACTOR SHALL PROVIDE PAVER SUBMITTAL. 2.CONTRACTOR SHALL CREATE 10'x10' MOCK UP OF THE PAVERS FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF FULL PAVING AREA. 3.METAL EDGE RESTRAIN SHALL BE BLACK COLOR 4.SUBMIT SHOP DRAWINGS/SUBMITTAL FOR METAL EDGE RESTRAINT. METAL EDGE RESTRAINT EXTEND BASE BEYOND EDGE SAME BASE THICKNESS TOPSOIL PRODUCT INFORMATION DESCRIPTION: UMBRIANO MANUFACTURER: UNILOCK COLOR: SUMMER WHEAT SIZE: 3 UNIT RANDOM PATTERN: FIXED RANDOM A JOINT SAND COLOR: GRAY CONTACT INFO NAME: BILL WRIGHT WEBSITE: www.unilock.com PHONE: 508.948.8787 FINISHED GRADE BRICK PAVER BAND 2 3 / 8 " 1" 8" NOTES: 1.PROVIDE PAVER SUBMITTAL. 2.PATTERN SHALL BE RUNNING BOND. PRODUCT INFORMATION DESCRIPTION: COPTHORN MANUFACTURER: UNILOCK COLOR: 3 COLOR BLEND (BUIRGANDY RED, BURNT CLAY, OLD OAK) PATTERN: RUNNING BOND JOINT SAND COLOR: BLACK CONTACT INFO NAME: BILL WRIGHT WEBSITE: www.unilock.com PHONE: 508.948.8787 PAVER HAND TIGHT BUTT JOINT SWEPT WITH JOINT SAND OR POLYMERIC SAND 1" SAND SETTING BED GEOTEXTILE - DRIVEGRID, MIRAFI 140N FILTER FABRIC OR APPROVED EQUAL COMPACTED GRAVEL BASE COMPACTED OR UNDISTURBED SUBGRADE CONCRETE CURB, SEE DETAILS BITUMINOUS PAVEMENT, SEE DETAIL FINISHED GRADE VEHICULAR PAVERS 1" 24 " NOTES: 1.PROVIDE PAVER SUBMITTAL. 2.PATTERN SHALL BE RUNNING BOND. PRODUCT INFORMATION DESCRIPTION: COPTHORN MANUFACTURER: UNILOCK COLOR: ARTIC GREY PATTERN: HERRING BONE JOINT SAND COLOR: BLACK CONTACT INFO NAME: BILL WRIGHT WEBSITE: www.unilock.com PHONE: 508.948.8787 PAVER HAND TIGHT BUTT JOINT SWEPT WITH JOINT SAND OR POLYMERIC SAND 1" SAND SETTING BED GEOTEXTILE - DRIVEGRID, MIRAFI 140N FILTER FABRIC OR APPROVED EQUAL COMPACTED GRAVEL BASE COMPACTED OR UNDISTURBED SUBGRADE FLUSH CONCRETE TRANSITION CURB BITUMINOUS PAVEMENT, SEE DETAIL18 " #4 REBAR, CONTINUOUS 4" CLEAR, TYP 6" M I N . CONCRETE CURB, SEE DETAILS Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N GI NEER L ICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T 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. PARCEL ID: 1540-00760 SPAN: 600-188-10694 Site Details C8-01 03/01/2024 22-523 CML CML LET Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT SD 010.1.4LAST REVISED 03/02/2021TRUDELL CONSULTING ENGINEERS TYPICAL BITUMINOUS PAVEMENT NOTES: 1.SUBBASE, SAND CUSHION AND SUBGRADE SHOULD BE CONSTRUCTED AND COMPACTED TO THE DIMENSIONS SHOWN IN ACCORDANCE WITH VERMONT AGENCY OF TRANSPORTATION SPECIFICATIONS, STANDARD A-76. WHERE MORE STRINGENT LOCAL ORDINANCES HAVE BEEN ADOPTED RELATIVE TO ROAD DIMENSIONS AND CONSTRUCTION, THEY SHOULD GOVERN. 2.COMPACT ALL SUBBASE MATERIALS TO 95% MAXIMUM DENSITY (STANDARD PROCTOR). 3.IF GROUNDWATER OR SOFT SPOTS ARE ENCOUNTERED CONTACT THE ENGINEER TO DISCUSS ADDED MEASURES SUCH AS UNDERDRAIN. SLOPE SUBBASE TO UNDERDRAIN LOW POINTS. SECTION WEARING COURSE (TYPE III) (VAOT 406) BASE COURSE (TYPE II) (VAOT 406) CRUSHED GRAVEL (VAOT 704.05A FINE) GRAVEL BASE (VAOT 704.04) OR CRUSHED GRAVEL (VAOT 704.05A COARSE) MIRAFI 500X STABILIZATION FABRIC INSTALLATION IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS 6" SAND BORROW AND CUSHION TO BE USED IN POORLY DRAINED SOILS OR OVER BEDROCK FOR ROADS AND SIDEWALKS (VAOT 703.03) UNDISTURBED SUBGRADE OR COMPACTED FILL A B C D E 1" = 1' DRIVEWAYS E 6 66 66 RESIDENTIAL COMMERCIAL 1 1/2 6 18 2 1/2 4 12 N/A 2 3 18 6 COMMERCIAL 2 PRIVATEROADS THICKNESS (INCHES) PARKING LOTS 1 2 12 6 1-1/2 2-1/2 12 6 RESIDENTIAL D B C A SD 010.1.9LAST REVISED 03/02/2021TRUDELL CONSULTING ENGINEERS BITUMINOUS ASPHALT - VERTICAL BUTT JOINT 30" MIN 1 1/2" OVERLAY PA V E M E N T S A W C U T GRAVEL BASE MATCH EXISTING GRADE APPLY TACK COAT PRIOR TO OVERLAY 1 1/2" EXISTINGPROPOSED BITUMINOUS PAVEMENT FINISHED GRADE SD 030.1.1 1/2 " = 1' LAST REVISED 03/08/2021TRUDELL CONSULTING ENGINEERS TYPICAL CONCRETE SIDEWALK SPECIFICATIONS: 1)1/2" EXPANSION/CONTRACTION JOINT WITH ASPHALT IMPREGNATED FIBER BOARD FILLER EVERY 50 FEET. 2)SCORED OR TOOLED JOINT (1" DEPTH OR 1/3 THE TOTAL DEPTH OF WALK) WITH A SEPARATION DISTANCE EQUAL TO THE WIDTH OF THE SIDEWALK. 3)FULL-BREAK OR COMPLETE JOINT EVERY 20 FEET. 4)WHERE "HEAVY DUTY CONCRETE SECTION" IS CALLED OUT ON THE SITE PLAN, THE SIDEWALK IS TO BE 8" THICK. 5)IF WET OR UNSTABLE SOIL CONDITIONS EXIST CONTACT ENGINEER FOR ADDITIONAL MEASURES SUCH AS UNDERDRAIN OR ADDITIONAL SUBBASE. 5" 6"6"VARIES NOTE: DISTANCES ARE TYPICAL AND MAY BE ALTERED FOR SPECIFIC SITE CONDITIONS. CONCRETE WEAR COURSE (4000 PSI) MINIMUM 18" GRAVEL BASE OWNER TO COORDINATE WITH OTHER DISCIPLINES (ARCHITECT/STRUCTURAL ENGINEER) ON SIDEWALK WITHIN 5' OF BUILDING. IN SOME CASES SIDEWALK WILL HAVE FROST WALL OR BE PINNED TO FOUNDATION TO PREVENT FROST ACTION IN FRONT OF DOOR. 18"30" #4 REBAR 30" O.C. BOTH WAYS SD 030.2.1LAST REVISED 03/03/2021TRUDELL CONSULTING ENGINEERS WARNING TEXTURE NOTES: 1.PER MUNICIPAL REQUIREMENTS PROVIDE CAST IRON TRUNCATED DOME PAD. 2.SEE SITE PLAN FOR LOCATION. ASPHALT ASPHALT SURFACES SHALL BE COMPOSED OF OIL BASED BITUMEN. COAL TAR ASPHALT IS NOT ACCEPTABLE, NOR WARRANTED. ASPHALT MUST CURE MINIMUM 20 DAYS PRIOR TO INSTALLATION TO INSURE PROPER BONDING OF ALL SURFACES. THIS ALLOWS TENSILE STRENGTH PROPERTIES OF BOTH MATERIALS TO MORE CLOSELY APPROXIMATE EACH OTHER. ANY ASPHALT AREAS REQUIRING DETECTABLE WARNING INSTALLATIONS SHALL BE COMPACTED WITH VIBRATORY ROLLERS OR APPROVED COMPACTION EQUIPMENT IN ADDITION TO STANDARD LOCAL CONDITIONS TO PROVIDE MAXIMUM COMPACTION OF ASPHALT ALLOWING THE GREATEST ADHESION. SEAL COAT PRODUCT SHALL NOT BE PLACED ON ASPHALT OR COAL TAR SEALERS. IF SURFACE HAS BEEN SEALED, GRIND ENTIRE AREA TO BE INSTALLED TO REMOVE ALL SEALERS. CONCRETE MINIMUM COMPRESSIVE STRENGTH 3000 PSI. CONCRETE MUST CURE FOR 15 DAYS PRIOR TO INSTALLATION TO INSURE PROPER BONDING. ALL CONCRETE COLORING/ADDITIVES SHALL BE INTEGRAL, NOT SURFACE APPLIED. ALL "SURFACE CURING" COMPOUNDS OR SEALERS SHALL BE REMOVED BY METHOD OF GRINDING ON ANY CONCRETE THAT IS LESS THAN 6 MONTHS OLD BEFORE PRODUCTS ARE INSTALLED. SURFACE FINISH SHOULD BE MEDIUM BROOM FINISH FOR MAXIMUM ADHESION. SURFACES ALL SURFACES TO BE CLEAN AND DRY. TRUNCATED DOMES AND ALL RELATED INSTALLED SURFACES TO BE INSTALLED ACCORDING TO MANUFACTURERS SPECIFICATIONS. ALL DETECTABLE WARNING SURFACE INSTALLATIONS SHALL BE AT MINIMUM, AT LEAST AS NON SKID AS THE SURROUNDING PEDESTRIAN SURFACES. MIN. CAST IRON TRUNCATED DOME DETECTABLE WARNING DETAIL G ELEVATION F 0.2" G 1.40".90" F .80".45" E 1.50".65" D MAX. 2.40" PLAN 1.60" E D D E RAMP EDGE OF PAVEMENT NO CURB CAST IRON TRUNCATED DOMES. SEE SITE PLAN FOR LOCATION(S). 24" SIDEWALK SD 030.2.2LAST REVISED 03/11/2021TRUDELL CONSULTING ENGINEERS TYPICAL SIDEWALK LAYOUT 1/4"/FT. 5' 30" 5' 30 " 1/2" RADIUS TOOLED JOINT NOTES: 1.SUBMIT SHOP DRAWINGS ON GRID PATTERN FOR REVIEW BY ENGINEER PRIOR TO CONSTRUCTION. 2.JOINT SPACING IS 5 FT. NORMAL SPACING WITH A MAXIMUM OF 8 FT. AND MINIMUM OF 2 FT. LINEAR DIMENSIONS AND NOT INSIDE CORNERS. 3.#4 REINFORCING ON 30 INCH CENTERS BOTH DIRECTIONS IN CENTER OF SIDEWALK. 4.LAP BARS 30 BAR DIAMETERS. 5.EXPANSION JOINTS AT 20 FT. O.C.. 6.SEE SITE PLAN FOR SIZE AND LOCATION. 5" LAP BARS 30 BAR DIAMETERS REINFORCING BARS (TYPICAL)TOOLED JOINT (TYPICAL) EXPANSION JOINT MATERIAL 20' O.C.REINFORCING BARS SD 050.2.1LAST REVISED 03/11/2021TRUDELL CONSULTING ENGINEERS BIKE RACK 36" 47 " 35 " #4 REBAR 24" O.C. BOTH WAYS 6" 18 " 6" PORTLAND CEMENT PAD CLASS "A" CONCRETE 2X 0.25" X 12.75" ANCHOR RODS 18" CRUSHED STONE WRAPPED IN 140N GEOTEXTILE FABRIC UNDISTURBED SOIL 6" P2 3/8" O.D. GALVANIZED STEEL SCHEDULE 40 PIPE WITH POWDERCOAT FINISH BLACK NOTE: SEE SITE PLAN FOR SIZE AND LOCATION. FINISHED GRADE SD 050.2.2TRUDELL CONSULTING ENGINEERS BIKE RACK LAYOUT 30" O.C. 8' 30 " 24" 30 " 24" 16'-8" CONCRETE PAD BIKE RACK LOOP - INVERTED U NOTES: 1.OVERALL CONCRETE PAD WIDTH WILL VARY BASED ON NUMBER OF LOOPS. 2.1 LOOP = 2 BICYCLE PARKING SPACES. 3.SEE SITE PLAN FOR SIZE AND LOCATION. LAST REVISED 03/03/2021 SD 010.7.1LAST REVISED 03/09/2021TRUDELL CONSULTING ENGINEERS APBA PARKING GUIDELINE PLAN VIEW 72" 24" 48" (36" min) 96" RECOMMENDED TO OBSTRUCTION (36" PREFERRED WHEN ADJACENT TO AUTO PARKING) BIKE RACK SD 050.1.1 1"=1' LAST REVISED 03/10/2021TRUDELL CONSULTING ENGINEERS REINFORCED CONCRETE PAD CLASS A CONCRETE SLAB, BROOM FINISH #4 REINFORCING BARS 12" O.C. BOTH WAYS, 3" CLEAR 18" CRUSHED STONE COMPACTED SUBBASE SIZE VARIES SEE SITE PLAN 3/4" CHAMFER (TYPICAL) 8" 140N GEOTEXTILE FABRIC OR EQUAL AROUND STONE FINISHED GRADE, SEE SITE PLAN FOR FINISHED GRADE NOTE: CONTRACTOR TO COORDINATE KNOCKOUT LOCATIONS IN CONCRETE FOR CONDUITS IF APPLICABLE. UNDISTURBED SOIL SD 020.X.XLAST REVISED 12/26/2023TRUDELL CONSULTING ENGINEERS 7.5 % M A X . RAMP SIDEW A L K 1.5% M A X . 7.5% M A X . RAMP SID E W A L K 1.5 % M A X . 12" MAX. BACK CURB HEIGHT SIDEWALK AND CURB RAMP DETAIL PARALLEL RAMP BACK TREATMENT - SIDE CONFIGURATION NOTE: 1.SIDEWALK AND CURB RAMP TO MATCH TECHNICAL REQUIREMENTS IN CHAPTER R3 OF THE CURRENT U.S. ACCESS BOARD PUBLIC RIGHT-OF-WAY ACCESSIBILITY GUIDELINES. 2.TRUNCATED DOME AT CROSSWALK SHALL ADHERE TO ADA PROWAG GUIDELINES R305.2.1 PERPENDICULAR CURB RAMPS. 1 04/15/2024 CMLStaff Comments 2 10/14/2024 LETPH 1 Bid Documents Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N GI NEER L ICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T 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. PARCEL ID: 1540-00760 SPAN: 600-188-10694 Site Details C8-02 03/01/2024 22-523 CML CML LET Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT 1 10/14/2024 LETPH 1 Bid Documents FINANCIAL INSTITUTION AND MIXED USE BUILDINGS FINANCIAL INSTITUTION AND MIXED USE BUILDINGS FINANCIAL INSTITUTION AND MIXED USE BUILDINGS 16 ' 6'5' CL A A B B PLAN VIEW SECTION A-A 1V=2H VARIES SI D E W A L K ADA PEDESTRIAN RAMP CROSSWALK PAVEMENT MARKINGS CONTINUED ROADWAY PARABOLIC FLAT CL 3. 0 " TY P . SECTION B-B 1V=2H ADA PEDESTRIAN RAMP 12:1 MAX SLOPE CURB FLAT ROADWAY RAISED ROADWAY 5' RAISED CROSSWALK Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N GI NEER L ICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T 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. PARCEL ID: 1540-00760 SPAN: 600-188-10694 Site Details C8-03 03/01/2024 22-523 CML CML LET Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT 1 10/14/2024 LETPH 1 Bid Documents FINANCIAL INSTITUTION AND MIXED USE BUILDINGS FINANCIAL INSTITUTION AND MIXED USE BUILDINGS AT ROUTE 7 (SHELBURNE ROAD) AND SWIFT STREET AT SITE DRIVEWAY ACCESS & ENTRANCES AT SITE DRIVEWAY ACCESS & ENTRANCES NOTES: 1.ALL SITE GUARD AND HANDRAILS SHALL MATCH AND BE PRIMED AND PAINTED H.D. GALVANIZED STEEL, GRAY COLOR. 2.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL GUARD AND HANDRAILS. MS-050.1.1LAST REVISED 02/10/2021TRUDELL CONSULTING ENGINEERS TYPICAL CROSSWALK MARKING SPACING NOT TO EXCEED TWICE STRIPING WIDTH WID T H O F R O A D 6'-8' REFLECTIVE WHITE STRIPING PER MUTCD SPACE STRIPING TO AVOID WHEEL PATH 18" - 24" Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N GI NEER L ICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T 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. PARCEL ID: 1540-00760 SPAN: 600-188-10694 Water Details C8-04 03/01/2024 22-523 CML CML LET Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT W 000.1.1LAST REVISED 02/04/2021TRUDELL CONSULTING ENGINEERS TESTING WATER MAINS AND HYDRANTS *ALL TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE TOWN ENGINEER OR PUBLIC WORKS DEPARTMENT IF APPLICABLE OR PRIVATE OWNER/OPERATOR AND PROJECT ENGINEER (AS DESIGNATED BY OWNER). CONTRACTOR SHALL PRE-TEST SUCCESSFULLY PRIOR TO CONTACTING PROJECT ENGINEER. THE PRE-TEST IS TO ENSURE PASSING RESULTS PRIOR TO OFFICIAL TESTING OBSERVATION. A.AFTER THE PIPE HAS BEEN LAID AND 7 DAYS AFTER THE CONCRETE THRUST BLOCKS AND ANCHORS HAVE BEEN PLACED, THE WATER MAIN SHALL BE HYDROSTATICALLY TESTED ACCORDING TO THE LATEST EDITION OF THE AWWA SPECIFICATION C-600, AND VERMONT PLUMBING RULES. B.CONTRACTOR SHALL SUPPLY ALL NECESSARY APPARATUS TO PERFORM THE HYDROSTATIC TEST. C. TEST PRESSURE SHALL BE 200 POUNDS PER SQUARE INCH OR 1.5 TIMES THE WORKING PRESSURE MEASURED AT OR NEAR THE HIGH POINT IN THE SYSTEM, WHICHEVER IS GREATER. TEST SHALL BE A MINIMUM OF 2 HOURS IN DURATION. TESTING ALLOWANCE SHALL BE DEFINED AS THE VOLUME OF WATER THAT MUST BE SUPPLIED INTO THE NEWLY LAID PIPE OR ANY VALVED SECTION THEREOF TO MAINTAIN PRESSURE WITHIN 5 PSI (34.5 kPa) OF THE SPECIFIED TEST PRESSURE AFTER THE PIPE HAS BEEN FILLED WITH WATER AND THE AIR HAS BEEN EXPELLED. THE TESTING ALLOWANCE SHALL NOT EXCEED THE ALLOWABLE LEAKAGE (L) OR ELSE THE SECTION OF PIPE BEING TESTED WILL BE CONSIDERED FAILED. TESTING ALLOWANCE SHALL NOT BE MEASURED BY A DROP IN PRESSURE IN A TEST SECTION OVER A PERIOD OF TIME. REFER TO PIPE MANUFACTURERS RECOMMENDED TESTING PROCEDURE INCLUDING PIPE STABILIZATION PRIOR TO START OF TEST. D.THE PROJECT ENGINEER AND THE MUNICIPALITY SHALL BE CONTACTED 48 HOURS PRIOR TO TESTING. E.ALL VALVES SHOULD BE VERIFIED AS BEING OPEN OR CLOSED AS APPROPRIATE FOR THE PORTION OF THE WATER MAIN BEING TESTED. F.ALLOWABLE LEAKAGE SHALL BE COMPUTED BY THE FORMULA: L=(S x D x √P)/148,000 WHERE L IS LEAKAGE IN GALLONS PER HOUR, S IS THE LENGTH OF PIPE TESTED IN FEET, D IS THE NOMINAL DIAMETER OF THE PIPE IN INCHES AND P IS THE AVERAGE TEST PRESSURE IN POUNDS PER SQUARE INCH DURING THE TEST. G.REPLACE AND RETEST ANY WORK FOUND TO BE DEFECTIVE AFTER FAILED TEST AT NO EXPENSE TO OWNER AND RETEST UNTIL SYSTEM PASSES A.AFTER TESTING THE WATER MAINS, OPEN THE HYDRANT FULLY AND FILL WITH WATER. TO PREVENT CAPS FROM BEING BLOWN OFF, VENT AIR FROM ONE OF THE CAPS WHILE IT IS BEING FILLED. WHEN ALL THE AIR HAS ESCAPED, TIGHTEN THE CAP. B.ALLOW THE PRESSURE TO BUILD UP TO MAIN LINE PRESSURE AND CHECK FOR LEAKAGE AT FLANGES, NOZZLES AND THE OPERATING STEM. RECORD STATIC PRESSURE IN PSI. C.FLOW HYDRANT AND RECORD FLOW RATE IN GPM AND RESIDUAL PRESSURE IN PSI. SUBMIT RESULTS TO PROJECT ENGINEER. D.CLOSE THE HYDRANT, REMOVE ONE NOZZLE CAP AND PLACE THE PALM OF YOUR HAND OVER THE OPENING. DRAINAGE SHOULD CREATE A NOTICEABLE SUCTION. IF NO SUCTION OR HYDRANT DOESN'T HAVE DRAIN, MANUALLY PUMP WATER OUT OF BARREL. E.AT PROJECT ENGINEER DISCRETION, ASSIST WITH FLOW TESTING. ENGINEER TO RECORD STATIC AND RESIDUAL PRESSURE AS WELL AS FLOW RATE. TESTING WATER MAINS TESTING HYDRANTS W 000.2.2LAST REVISED 02/04/2021TRUDELL CONSULTING ENGINEERS DISINFECTION OF WATER SYSTEM *ALL TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE TOWN ENGINEER OR PUBLIC WORKS DEPARTMENT AND PROJECT ENGINEER (AS DESIGNATED BY OWNER). A. PRIOR TO BEING PUT INTO SERVICE, WATER MAINS SHALL BE DISINFECTED ACCORDING TO THE LATEST EDITION OF AWWA SPECIFICATION C-651. THE TABLET METHOD IN AWWA STANDARD 651 IS NOT ACCEPTABLE. B. THE NEW LINE SHALL BE FLUSHED AT A VELOCITY OF NOT LESS THAN 2.5 FEET PER SECOND (OPEN 2-1/2 INCH HYDRANT CONNECTION). FLUSH FOR A PERIOD DETERMINED BY THE PROJECT ENGINEER FOR THE LENGTH OF MAIN TO BE DISINFECTED. C. CHLORINATION SHALL BE ACCOMPLISHED BY INTRODUCING A SODIUM HYPOCHLORITE SOLUTION FOR A RESULTANT CONCENTRATION OF GREATER THAN 25 PARTS PER MILLION OF FREE CHLORINE. D. USING A NOZZLE AT EACH END HYDRANT, CONTROL THE RATE OF FLOW INTO THE NEW MAIN AND PROPORTIONALLY FEED THE SODIUM HYPOCHLORITE SOLUTION INTO THE MAIN. AFTER THE SOLUTION HAS REACHED ALL POINTS IN THE SYSTEM, CLOSE THE VALVE SUPPLYING WATER FROM THE EXISTING MAIN AND THE END HYDRANTS. MAINTAIN THE HEAVILY CHLORINATED WATER IN THE MAIN FOR 24 HOURS DURING WHICH TIME ALL MAIN LINE VALVES SHOULD BE OPERATED. AFTER 24 HOURS THE MINIMUM CHLORINE RESIDUAL MUST BE AT LEAST 10 PARTS PER MILLION. E. FLUSH HEAVILY CHLORINATED WATER FROM THE LINE AND REFILL THE LINE FOR SERVICE (USE CHLORINE DIFFUSER). TAKE AND SUBMIT TWO BACTERIOLOGICAL SAMPLES (TAKEN 24 HOURS APART) OF THE WATER TO THE STATE OF VERMONT OR A STATE APPROVED TESTING LABORATORY. IF THE RESULTS ARE UNSATISFACTORY, THE DISINFECTION PROCEDURE WILL BE REPEATED UNTIL SATISFACTORY RESULTS ARE OBTAINED. F. FINISHED WATER STORAGE STRUCTURES SHALL BE DISINFECTED IF APPLICABLE, IN ACCORDANCE WITH CURRENT AWWA STANDARD C652. TWO OR MORE SUCCESSIVE SETS OF SAMPLES, TAKEN AT 24 HOUR INTERVALS, SHALL INDICATE MICROBIOLOGICALLY SATISFACTORY WATER BEFORE THE FACILITY IS PLACES INTO OPERATION. G. DISPOSAL OF HEAVILY CHLORINATED WATER FROM THE DISINFECTION PROCESS SHALL BE DE-CHLORINATED OR OTHERWISE HANDLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE VERMONT AGENCY OF NATURAL RESOURCES. H. THE DISINFECTION PROCEDURE (AWWA CHLORINATION METHOD 3, SECTION 4.3 C652) WHICH ALLOWS USE OF THE CHLORINATED WATER HELD IN THE STORAGE TANK FOR DISINFECTION PURPOSES IS NOT RECOMMENDED. WHEN THAT PROCEDURE IS USED, IT IS REQUIRED THAT THE INITIAL HEAVILY CHLORINATED WATER BE PROPERLY DISPOSED IN ORDER TO PREVENT RELEASE OF WATER WHICH MAY CONTAIN VARIOUS CHLORINATED ORGANIC COMPOUNDS INTO THE DISTRIBUTION SYSTEM. DISINFECTING WATER MAINS AND SYSTEMS W 000.2.1LAST REVISED 03/08/2021TRUDELL CONSULTING ENGINEERS 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 WATER SYSTEM WAS INSTALLED AND TESTED IN ACCORDANCE WITH THE APPROVED DESIGN PLANS. STATE PERMITS REQUIRE THERE SHALL BE NO 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 MAY RELY ON THE CONTRACTOR'S CERTIFICATION AS THE BASIS FOR FINAL CERTIFICATION. THE CONTRACTOR 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, AND SUCCESSFULLY PASSED THOSE TESTS, AND THE WATER SYSTEM(S) ARE BUILT IN ACCORDANCE WITH THE APPROVED DESIGN PLANS AND APPLICABLE PERMIT CONDITIONS." THE CONTRACTOR CERTIFICATION INCLUDES SUPPLIERS AND SUB-CONTRACTORS 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 DISCARDED AT A LATER DATE. THE CONTRACTOR REMAINS RESPONSIBLE, INCLUDING CUSTOMARY GUARANTEE AND WARRANTY PERIODS. CONTRACTOR'S CERTIFICATION FOR WATER SYSTEM 1 04/15/2024 CMLStaff Comments 2 07/01/2024 CMLState Permitting ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE WITH THE CHAMPLAIN WATER DISTRICT SPECIFICATIONS AND DETAILS FOR THE INSTALLATION OF WATER LINES AND APPURTENANCES, CURRENT EDITION, HENCEFORTH CWD SPECIFICATIONS. 3 10/14/2024 LETPH 1 Bid Documents Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N GI NEER L ICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T 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. PARCEL ID: 1540-00760 SPAN: 600-188-10694 Sanitary Details C8-05 03/01/2024 22-523 CML CML LET Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT TYPICAL SEWER TRENCH D + 24" FOR GRASSED AREAS FOR GRAVEL or PAVED SURFACES SEED AND MULCH, OVERFILL FOR SETTLEMENT GRADE AT 2:1 SLOPE WHEN DEPTH EXCEEDS 5' BACKFILL FREE OF ORGANIC OR FROZEN MATERIAL. COMPACTED TO 90% DENSITY STANDARD PROCTOR IN GRASSED AREAS INITIAL 12" OF SELECT BACKFILL FREE OF ORGANIC OR FROZEN MATERIAL COMPACTED TO 95% DENSITY STANDARD PROCTOR IN GRASSED AREAS WHERE MIN. COVER OF 5' CAN NOT BE MAINTAINED COVER SEWER MAIN WITH 2" RIGID INSULATION (TOP & SIDES). PLACE INSULATION AT ALL ROAD, DRIVE AND SIDEWALK CROSSINGS. EXTEND RIGID INSULATION 10' BEYOND CROSSINGS IN BOTH DIRECTIONS SEWER MAIN (SEE SITE PLAN FOR SIZE & PIPE MATERIALS) INSTALL TO MANUFACTURER'S REQUIREMENTS. CLASS I BEDDING 3/4" CRUSHED STONE NOTES: 1.LENGTH OF OPEN TRENCH SHALL BE KEPT TO A MINIMUM. 2.IF UNSUITABLE MATERIAL IS REMOVED BELOW BEDDING, REPLACE WITH MATERIAL APPROVED BY ENGINEER AND COMPACT TO 95% MAXIMUM DENSITY. 3.NO MECHANICAL TAMPERS SHALL BE USED DIRECTLY OVER PIPE TO INSURE PIPE IS NOT DAMAGED. 4.BEDDING TO PROVIDE FIRM, STABLE, CONTINUOUS AND UNIFORM SUPPORT FOR THE FULL LENGTH OF PIPE. 5.INSTALL TO STRICTEST INTERPRETATION OF REQUIREMENTS (PLANS, SPECS & MANUFACTURER) BACKFILL MATERIAL TO MATCH STRUCTURAL ROADWAY GRAVEL, SEE ROADWAY SECTION. COMPACTED TO 95% DENSITY STANDARD PROCTOR ALL BACKFILL TO BE COMPACTED IN 6" to 12" LIFTS HAUNCHING BEDDING BACKFILL BACKFILL ℄ 6" D 6" 12 " SE E R O A D W A Y S E C T I O N S DE P T H V A R I E S - 4 ' M I N I M U M C O V E R I N G R A S S E D A R E A S 5' M I N I M U M C O V E R I N P A V E D A R E A S DETECTABLE METALLIC WARNING TAPE LABELED "SEWER" INSULATION SHALL BE FULL WIDTH OF TRENCH TRUDELL CONSULTING ENGINEERS LAST REVISED 07/21/2021 S-010.1.1 3/4" = 1'-0"TYPICAL SEWER SERVICE TRENCH 24" TOPSOIL, SEED, AND MULCH, OVERFILL FOR SETTLEMENT TOP OF SUBGRADE INITIAL BACKFILL TO BE FREE OF DEBRIS, STONES, ORGANIC REFUSE, OR FROZEN SOIL. COMPACT SOIL IN 12" LIFTS TO 90% STANDARD PROCTOR WHERE 4' OF COVER CANNOT BE MAINTAINED, COVER SEWER MAIN WITH 2" RIGID INSULATION BOARD ON TOP AND SIDES OF TRENCH. FOR ALL BURY DEPTHS, USE 4" RIGID INSULATION BOARD AT ALL ROAD, DRIVE, SIDEWALK AND PARKING LOT CROSSINGS. EXTEND INSULATION FOAM 10' BEYOND BOTH DIRECTIONS CLASS 1 BEDDING TO TOP OF PIPE 3/4" STONE OR CLASS 2 BEDDING COARSE SAND & GRAVEL W/ MAXIMUM PARTICLE SIZE OF 1 1/2" SEWER SERVICE (SEE PLAN) SDR 35 PVC APPROVED BACKFILL COMPACTED IN 12" LIFTS 2' 4' M I N . C O V E R DE P T H V A R I E S 4" INSULATION FULL WIDTH OF TRENCH TRUDELL CONSULTING ENGINEERS LAST REVISED03/08/2021 S-010.1.2 3/4"=1' S-020.2.1 1"=1' LAST REVISED 07/21/2021TRUDELL CONSULTING ENGINEERS TYPICAL SEWER CLEANOUT SEW E R COVER WITH LIFT HOLE GENERAL FOUNDRY MODEL 11181, LEBARON R-808 OR EQUAL (PLAN VIEW) CAST IRON CLEANOUT RING AND COVER OR EQUAL 4" PVC SDR 35 RISER 4" PVC SDR 35 ELBOW 4"x4"x4" or 6"x6"x4" PVC SDR 35 45° WYE 4" OR 6" SDR 35 PVC PIPE SEE SITE PLAN FOR SIZE 4" or 6"FLOW FLOW LAWN PROVIDE THREADED PVC CAP EXISTING SOIL 2500 PSI CONCRETE, 18" SQUARE 8" TYPICAL SEWER MANHOLE (PROFILE) WITH 30" DIA. COVER 32 " M I N . 56 " M A X . VA R I E S 30 " GROUT FRAME TO TOP ECCENTRIC CONICAL TOP SECTION PRECAST CONCRETE ADJUSTING RING MINIMUM 4 INCHES, MAXIMUM 12 INCHES HEAVY DUTY FRAME & LID HS20 LOADING REQUIRED MARKED "SEWER" WITH INTEGRAL GASKET, NEENAH R-1743 OR EQUAL BUTYL RUBBER SEAL TO ALL JOINTS COAT ENTIRE OUTSIDE WITH ASPHALT SEALANT UNLESS WAIVED BY PROJECT ENGINEER AND PUBLIC WORKS 3/4" CRUSHED STONE FOR SUBBASE OR AS REQUIRED BY ENGINEER IF WET AND OR UNSTABLE CONDITIONS EXIST UNDISTURBED SOIL PREFORMED BASE CHANNEL, SLOPE TOP 2" TO SIDE OR CAST IN PLACE INVERT USE MANHOLE STUBS FOR ALL PIPES COPOLYMER POLYPROPYLENE PLASTIC RUNGS WITH 1/2" GRADE STEEL REINFORCEMENT OR EQUAL, 12" O.C. 48" DIA. MANHOLE NOTES: 1.PROVIDE SMOOTH SWEEPING TRANSITIONS BETWEEN INVERTS OF INTERSECTING PIPES. NO SHARP BENDS. 2.IF DEPTH OF MANHOLE IS LESS THAN 7 FEET FROM RIM TO INVERT, THEN A FLAT TOP WILL BE INSTALLED. IF DEPTH IS 7 FEET OR MORE, THEN A CONICAL TOP WILL BE INSTALLED. 3.FORM INVERT TO SAME RADIUS AS LARGEST PIPE LEAVING MANHOLE. 4.IF MUNICIPAL STANDARDS ARE DIFFERENT CONTACT ENGINEER TO MAKE DESIGN ADJUSTMENTS TO MATCH LOCAL REQUIREMENTS. 5.PRIOR TO BACKFILL, TEST MANHOLE FOR WATER TIGHTNESS IN ACCORDANCE WITH TESTING REQUIREMENTS. SEE DETAIL. 6.ADJUST RIM AS NEEDED TO MATCH FINAL ROAD GRADE, IF APPLICABLE. SLOPE FRAME AND LID TO MATCH ROAD GRADES REFER TO ROAD SECTIONS FOR DEPTH OF SUBGRADE AND ROADWAY MATERIALS PAVED AREAS UNPAVED AREAS 30" DIA. 8" GROUT AROUND INVERT AT TROUGH INTERFACE TO PROVIDE SMOOTH FLOW PATH 5" 12 " STAINLESS STEEL CLAMP MANHOLE BOTTOM GRAVEL BACKFILL AROUND STRUCTURE COMPACTED IN 6" LIFTS TO 95% DENSITY STANDARD PROCTOR, UNLESS INDICATED OTHERWISE 6 1 TRUDELL CONSULTING ENGINEERS FLEXIBLE RUBBER BOOT LAST REVISED 09/24/2021 1/2" = 1'-0" S-060.1.1 CL CONFINED SPACE DO NOT ENTER WITHOUT FOLLOWING OSHA CONFINED SPACE ACCESS REGULATIONS IMPACT NOTE ON NATIONAL PRECAST CONCRETE ASSOCIATION (NPCA): PRIOR TO ORDERING SUPPLY THE PROJECT ENGINEER WITH SHOP DRAWINGS. PRECAST CONCRETE TO BE SUPPLIED BY NPCA CERTIFIED PRECAST CONCRETE PLANTS IN GOOD STANDING, TO ENSURE QUALITY ASSURANCE. LID HS20 LOADING LETTERED "SEWER" TESTING GRAVITY SEWERS AIR TESTING SEWERS 3 8 10 4 6 0.2 0.3 0.7 1.2 1.5 TESTING SHALL BE DONE IN ACCORDANCE WITH EPR CH. 1 1-1003(o)(2) PAGE 156. A.TEST THE GRAVITY SEWER BY A PRESSURIZED AIR TEST BETWEEN CONSECUTIVE MANHOLES. PLUG ALL OPENINGS OF THE TEST SECTION AND CONNECT THE AIR CONTROL EQUIPMENT TO THE TAPPED END. B.SUPPLY AIR SLOWLY TO THE PIPE UNTIL REACHING A CONSTANT PRESSURE OF 4.0 PSI GREATER THAN THE AVERAGE PRESSURE OF ANY SURROUNDING GROUNDWATER. PRESSURE WILL NORMALLY DROP AS TEMPERATURE STABILIZES. SUPPLY THE AIR SO THAT THE PRESSURE REMAINS ABOVE 3.0 PSI FOR AT LEAST 5 MINUTES DURING TEMPERATURE STABILIZATION. USE A PRESSURE GAUGE HAVING A RANGE FROM 0 TO 5 PSI. THE GAUGE SHOULD HAVE MINIMUM DIVISIONS OF 0.1 PSI AND AN ACCURACY OF +- 0.04 PSI. REGULATE THE AIR PRESSURE TO PREVENT IT FROM EXCEEDING 5.0 PSI. C.AFTER STABILIZATION, ADJUST PRESSURE TO 3.5 PSI OR ABOVE AND SHUT OFF AIR SUPPLY. START THE STOP WATCH. THE TIME REQUIRED FOR THE TEST IS DEPENDENT ON PIPE DIAMETER PER TOTAL LENGTH OF PIPE BEING TESTED AND MUST BE AT LEAST: D.IF THE SECTION OF LINE TO BE TESTED INCLUDES MORE THAN ONE PIPE SIZE, CALCULATE THE TEST TIME FOR EACH SIZE AND ADD THE TEST TIMES TO EQUAL THE TOTAL SECTION TEST TIME. E.IF THERE IS GROUND WATER ABOVE THE SEWER LINE THE AIR TEST PRESSURE WILL BE INCREASED BY 0.5 PSI FOR EACH FOOT OF WATER ABOVE THE INVERT OF THE PIPE. DIFFERENCES DUE TO AIR TEMPERATURE AND BAROMETRIC PRESSURE WILL BE CONSIDERED NEGLIGIBLE. F.IF THE PRESSURE DROPS MORE THAN 1 PSI DURING THE TEST TIME, THE PIPE WILL HAVE FAILED AND ADEQUATE REPAIRS AND RETESTING WILL BE REQUIRED AT NO EXPENSE TO OWNER. G.IT IS NOT NECESSARY TO HOLD THE TEST FOR THE WHOLE PERIOD WHEN IT IS CLEARLY EVIDENT THAT THE RATE OF AIR LOSS IS LESS THAN THE ALLOWABLE. NOMINAL PIPE DIA. IN INCHES T (TIME) MIN/100 FT. 12 15 1.8 2.1 18 2.4 21 30 33 24 27 3.0 3.6 4.2 4.8 5.4 NOMINAL PIPE DIA. IN INCHES T (TIME) MIN/100 FT. 36 39 6.0 6.6 42 7.3 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. DEFLECTION TESTING SEWERS A.AFTER A FLEXIBLE PIPE SEWER, SUCH AS PVC, HAS BEEN BACKFILLED FOR 30 DAYS, A PIPE DEFLECTION TEST SHALL BE PERFORMED. B.THE TEST SHALL BE CONDUCTED USING A RIGID BALL OR MANDREL HAVING A DIAMETER EQUAL TO 92.5% OF THE PIPE DIAMETER. THIS DEVICE WILL BE PULLED THROUGH THE SEWER BY A ROPE WITHOUT THE MEANS OF MECHANICAL EQUIPMENT. THE MAXIMUM ALLOWABLE VERTICAL DEFLECTION SHALL BE 7.5%. C. IF THE BALL OR MANDREL CANNOT BE SUCCESSFULLY PULLED THROUGH THE SEWER PIPE, THOSE SECTIONS OF PIPE NOT MEETING THE DEFLECTION REQUIREMENTS SHALL BE EXCAVATED AND THE EMBEDMENT AND BACKFILL REPLACED. IF, IN THE OPINION OF THE ENGINEER, THE PIPE HAS BEEN DAMAGED, IT SHALL BE REMOVED AND REPLACED. TRUDELL CONSULTING ENGINEERS LAST REVISED 12/28/2020 S 000.1.1 TESTING MANHOLES, TANKS, AND STRUCTURES 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 12/28/2020 S 000.1.3 S 000.5.2LAST REVISED 06/14/2021TRUDELL CONSULTING ENGINEERS CONTRACTOR'S CERTIFICATION FOR WASTEWATER SYSTEM CONTRACTOR'S CERTIFICATION REQUIRED PRIOR TO THE DESIGN ENGINEER CERTIFYING THAT THE INSTALLATION HAS BEEN INSTALLED IN GENERAL ACCORDANCE WITH THE PERMITTED DESIGN, THE CONTRACTOR SHALL PROVIDE A CERTIFICATION THAT THE WASTEWATER SYSTEM WAS INSTALLED AND TESTED IN ACCORDANCE WITH THE APPROVED DESIGN PLANS. STATE PERMITS REQUIRE THERE SHALL BE NO 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 MAY RELY ON THE CONTRACTOR'S CERTIFICATION AS THE BASIS FOR FINAL CERTIFICATION. THE CONTRACTOR 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, AND SUCCESSFULLY PASSED THOSE TESTS, AND THE WASTEWATER DISPOSAL AND COLLECTION SYSTEM(S) ARE BUILT IN GENERAL ACCORDANCE WITH THE APPROVED DESIGN PLANS AND APPLICABLE PERMIT CONDITIONS." THE CONTRACTOR CERTIFICATION INCLUDES SUPPLIERS AND SUB-CONTRACTORS 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. 1 07/01/2024 CMLState Permitting 2 10/14/2024 LETPH 1 Bid Documents Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N GI NEER L ICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T 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. PARCEL ID: 1540-00760 SPAN: 600-188-10694 Storm Details C8-06 03/01/2024 22-523 CML CML LET Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT SW 040.1.1 1/2" = 1' LAST REVISED 03/15/2021TRUDELL 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.IF MUNICIPAL STANDARDS ARE DIFFERENT CONTACT ENGINEER TO MAKE ADJUSTMENTS TO MATCH LOCAL REQUIREMENTS 3.ADJUST RIM AS NEEDED TO MATCH FINAL ROAD GRADE, IF APPLICABLE. 6" 48"VARIES 12" INCREMENTS 8" 32" MIN. 56" MAX. 12" STORM DRAIN LINE 4" 36" 5" HEAVY DUTY FRAME & LID HS20 LOADING REQUIRED MARKED WITH "DRAIN" WITH INTEGRAL GASKET. NEENAH R-1743 OR EQUAL PRECAST CONCRETE ADJUSTMENT RING SECTION MINIMUM 4 INCHES, MAXIMUM 12 INCHES ECCENTRIC CONICAL TOP SECTION COPOLYMER POLYPROPYLENE LADDER RUNGS WITH 1/2" GRADE STEEL REINFORCEMENT OR EQUAL, 12" O.C. BUTYL JOINT SEALANT TO ALL JOINTS WELDED WIRE FABRIC (6 X 6 WWF) RUBBER BOOT (PRESS SEAL PSX) #4 BARS, 12" O.C., BOTH WAYS 12" GRAVEL OR 3/4" CRUSHED 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 30" DIA. CL PAVED AREAS UNPAVED AREAS "CONFINED SPACE" GRAVEL BACKFILL AROUND STRUCTURE COMPACTED IN 6" LIFTS TO 95% DENSITY STANDARD PROCTOR, UNLESS INDICATED OTHERWISE 3/4"=1' LAST REVISED 03/30/2021TRUDELL CONSULTING ENGINEERS 24" 12" VARIES (SEE SITE PLAN) VARIES (SEE SITE PLAN BACKFILL WITH NATIVE MATERIAL. OVERFILL SLIGHTLY TO ALLOW FOR SETTLEMENT BANK RUN GRAVEL ABOVE STONE UNLESS OTHERWISE SPECIFIED 3/4" - 1-1/2" HARD WASHED STONE 4" PERFORATED SDR 35 PVC WRAP STONE MATERIAL IN GEOSYNTHETIC FABRIC, MIRAFI 140N OR EQUAL UNDISTURBED SOIL SEED AND MULCH FINISHED GRADE 2" 4" SW 010.1.3 CONCRETE FOOTER WITH REINFORCING BARS BOTH WAYS CONCRETE WALL WITH REINFORCING BARS BOTH WAYS 8" TYPICAL FOOTING DRAIN CROSS SECTION FINAL REQUIREMENTS BY STRUCTURAL ENGINEER 2 x 8 WOOD 1 VARIES 1 6" PERFORATED UNDERDRAIN WRAPPED IN FILTER FABRIC 12" THICK VAOT 704.16A 3/4" STONE LAYER MIRAFI 140N FILTER FABRIC BETWEEN SOIL AND STONE 2.0' BIORETENTION SOIL LAYER SEE SITE PLAN FOR SOIL AREA SEE DETAIL FOR BIORETENTION MIX 3" MULCH LAYER BIORETENTION AREAS 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 SW-027LAST REVISED 03/05/2014TRUDELL CONSULTING ENGINEERS BIORETENTION UNDERDRAIN CLEANOUT 4" PVC SDR 35 RISER 4" PVC SDR 35 ELBOW 6"X6"X4" PVC SDR 35 45° WYE 6" PERF. SDR 35 PVC PIPE 6"FLOW 4" PVC CAP TO EXTEND 3" ABOVE TOP OF MULCH SEE DETAIL BELOW FOR BIORETENTION SOIL LAYERS TRUDELL CONSULTING ENGINEERS BIORETENTION SOIL MIX REQUIREMENTS BIORETENTION SOIL MIX THE BIORETENTION SOIL CONSISTS OF TWO LAYERS: THE UPPER MEDIA LAYER AND THE LOWER MEDIA LAYER. THE UPPER MEDIA LAYER SHALL EXTEND 12" BELOW THE MULCH LAYER AND SHALL CONSIST OF USDA SAND TO LOAMY SAND CLASSIFICATION, OR A WELL BLENDED, HOMOGENOUS MIXTURE OF THE FOLLOWING COMPONENTS: SAND:85-95% (NO MORE THAN 25% FINE OR VERY FINE SAND) SILT & CLAY:0-15% (NO MORE THAN 25% CLAY CONTENT BY WEIGHT) *ORGANICS:0-3% (COMPOST) OR 3-7% (PEAT OR OTHER ORGANIC MATERIAL) *ORGANICS SHOULD CONSIST OF COMPOST THAT MEETS THE DEFINITION OF "COMPOST" IN THE AGENCY'S SOLID WASTE MANAGEMENT RULES OR THE CONTAINMENT STANDARDS IN THE VERMONT SOLID WASTE MANAGEMENT RULES §6-1104(g)(6-7), §6-1105(e)(8-9), AND §6-1106(e)(7-9). THE BIORETENTION SOIL MIX SHALL BE FREE OF STONES, STUMPS, OR ROOTS LARGER THAN TWO (2) INCHES IN ANY DIMENSION. THE SOIL MIX SHALL BE FREE OF NOXIOUS WEEDS. THE BIORETENTION SOIL SHALL BE TESTED FOR A PHOSPHORUS SATURATION RATIO (PSR) LESS THAN OR EQUAL TO 0.10. TESTING OF THE SOIL SHALL FOLLOW THE FOLLOWING PROCEDURE: 1.SAMPLES ARE TO BE AIR DRIED AND SIEVED THROUGH 2 MM PRIOR TO TESTING. 2.AIR-DRY, SIEVED SOIL SAMPLES ARE THEN TO BE EXTRACTED WITH THE MEHLICH-3 SOLUTION (0.2 M CH3COOH + 0.25 M NH4NO3 + 0.015 NH4F + 0.013 M HNO3 + 0.001 M EDTA) BY SHAKING A SOIL-SOLUTION SUSPENSION FOR 5 MINUTES AT A 1:10 (SOIL MASS:SOLUTION) RATIO, FOLLOWED BY FILTERING TO REMOVE PARTICLES ABOVE 2 μM IN SIZE (0.45 μM PORE SIZE IS ALSO ACCEPTABLE) 3.EXTRACTS FROM THE MEHLICH-3 PROCEDURE ARE TO BE ANALYZED FOR P, Fe, AND Al BY ICP-OES. 4.THE PSR IS THEN CALCULATED AS FOLLOWS: (PM3) PSR = ----------------------- (FeM3/56) + (AlM3/27) WHERE, PM3 = MEHLICH-3 P IN MG P PER KG DRY SOIL FeM3 = MEHLICH-3 Fe IN MG Fe PER KG DRY SOIL AlM3 = MEHLICH-3 Al IN MG Al PER KG DRY SOIL MEHLICH-3 EXTRACTIONS MUST BE USED FOLLOWING THE ABOVE PROTOCOL. OTHER SOIL TEST EXTRACTIONS, INCLUDING MODIFIED MORGAN TESTS, OXALATE EXTRACTIONS, WATER EXTRACTIONS, OR EXTRACTIONS USED TO QUANTIFY TOTAL ELEMENTS, ARE NOT ACCEPTABLE. 5.THE LOWER MEDIA LAYER SHALL CONSIST OF USDA SAND TO LOAMY SAND AND GENERALLY MEET THE SAME GRADATION AS THE UPPER MEDIA LAYER. THE LOWER MEDIA LAYER SHALL NOT HAVE COMPOST OR OTHER ORGANIC MATERIAL, UNLESS TO SUPPORT A TREE PLANTING. ORGANIC MATERIAL SHALL ONLY BE ACCEPTABLE IN THE LOCATION THAT THE TREE IS PLANTED. NOTE: CAMP PRECAST CATCH BASIN MODEL SHOWN. OTHER EQUAL PRECAST MANUFACTURERS MAY BE USED. SEE PLANS FOR INVERT AND REQUIREMENTS. NOTE: CAMP PRECAST TRENCH DRAIN MODEL SHOWN. OTHER EQUAL PRECAST MANUFACTURERS MAY BE USED. SEE PLANS FOR INVERT AND REQUIREMENTS. SW 000.1.2LAST REVISED 03/12/2021TRUDELL CONSULTING ENGINEERS SOIL DEPTH AND QUALITY VARIES TRENCH DRAIN LENGTH TO MATCH GARAGE OPENING WIDTHNOTE: "DEEP SUMP" AS NOTED ON THE PLANS SHALL BE CATCH BASIN STRUCTURES WITH 4' (48") BELOW ANY PIPE INVERT. 24" SQUARE DEEP SUMP CATCH BASIN (48" DEPTH)TO BE INSTALLED BELOW OUTLET OF TRENCH DRAIN. BOTTOM OF TRENCH DRAIN TO BE OPEN TO ALLOW FOR INLET TO BASIN. SW 010.1.1 1" = 1' LAST REVISED 03/15/2021TRUDELL 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 VA R I E S (S E E P A V E M E N T S E C T I O N ) 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) VAOT 704.16A 3/4" STONE OR EQUAL UNDISTURBED SOIL PEA STONE DIAPHRAGM REFER TO PLAN FOR ASPHALT SLOPE 12 X 24 INCH PEA STONE DIAPHRAGM ASTM D 448 OR EQUIVALENT FILTER FABRIC MIRAFI 140N OR EQUIVALENT WRAP FABRIC 6" BELOW GRADE 12" 12 " 6" SLOPE BIORETENTION AREA EXTEND 30 MIL LINER FROM UNDER STONE DIAPHRAGM EXTEND 30 MIL LINER TO EXTEND HALF THE WIDTH OF THE ADJOINING SIDEWALK 1 07/01/2024 CMLState Permitting 2 10/14/2024 LETPH 1 Bid Documents SW 030.2.1LAST REVISED 03/15/2021TRUDELL CONSULTING ENGINEERS TYPICAL YARD DRAIN CAST IRON LIGHT DUTY RATED GRATE 24" DRAIN BASIN BY NYLOPLAST OR APPROVED EQUAL 6" CRUSHED STONE OR AS REQUIRED BY ENGINEER FOR USE WITH VARIOUS TYPES OF OUTLETS WITH WATERTIGHT ADAPTERS SDR-35 SEWER A-2000 CORRUGATED PVC ULTRA RIB PVC CORRUGATED POLYETHYLENE ADAPTER OUTLET PIPE REFER TO SITE PLAN FOR SIZE & TYPE VA R I E S ADJUST AND RE-SET EACH SPRING AS NEEDED. KEEP DEBRIS & LEAVES OFF INLET FINISH GRADE TOPSOIL GRAVEL BACKFILL AROUND STRUCTURE SOIL DEPTH AND QUALITY REQUIREMENTS: 1.THE OPERATIONAL STORMWATER PERMIT REQUIREMENTS FOR THIS PROJECT INCLUDE PROVISIONS FOR RESTORING THE ABSORPTIVE CAPACITY OF DISTURBED AREAS WHERE INDICATED ON THE SITE PLAN(S) AND WITHIN THIS DETAIL. TO COMPLY WITH THESE REQUIREMENTS, TOPSOIL AND SUBSOIL IMPROVEMENTS, AMENDMENTS, DOCUMENTATION AND TESTING ARE REQUIRED PER THE INFORMATION HERE: 2.ALL AREAS INDICATED ON THE SITE PLANS WHICH ARE TO BE GRASSED AND HAVE BEEN DISTURBED OR COMPACTED BY CONSTRUCTION ACTIVITIES ARE SUBJECT TO SOIL DEPTH & QUALITY REQUIREMENTS AND SHALL HAVE FINAL GRADE PREPARED BY ONE OF THE FOLLOWING METHODS. OPTION 1: REMOVE AND STOCKPILE EXISTING TOPSOIL PRIOR TO GRADING. ·STOCKPILE SOIL ON SITE IN A DESIGNATED CONTROLLED AREA, AT LEAST 50 FEET FROM SURFACE WATERS, WETLANDS, NEW FLOODPLAINS, OR OTHER CRITICAL RESOURCE AREAS; ·SCARIFY OR TILL SUBGRADE TO A DEPTH OF 4 INCHES. EXCEPT FOR WITHIN THE DRIP LINE OF EXISTING TREES, THE ENTIRE SURFACE SHALL BE DISTURBED BY SCARIFICATION; ·STOCKPILED TOPSOIL SHALL ALSO BE AMENDED, IF NEEDED, TO MEET THE ORGANIC CONTENT REQUIREMENTS: -PRE-APPROVED RATE: COMPOST SHALL BE INCORPORATED WITH AN ORGANIC MATTER CONTENT BETWEEN 40 AND 65% INTO THE TOPSOIL AT A RATIO 1:3 TO ACHIEVE 4 INCHES OF SETTLED TOPSOIL, OR -CALCULATED RATE: INCORPORATE COMPOSTED MATERIAL OR APPROVED ORGANIC MATERIAL AT A CALCULATED RATE TO ACHIEVE 4 INCHES OF SETTLED TOPSOIL AT 4% ORGANIC CONTENT; 3.REPLACE STOCKPILED TOPSOIL TO A MINIMUM DEPTH OF 4 INCHES PRIOR TO PLANTING; AND 4.RAKE TO LEVEL, AND REMOVE SURFACE ROCKS LARGER THAN 2 INCHES IN DIAMETER. OPTION 2: AMEND EXISTING SITE TOPSOIL OR SUBSOIL IN PLACE. ·SCARIFY OR TILL SUBSOILS TO 4 INCHES OF DEPTH OR TO DEPTH NEEDED TO ACHIEVE A TOTAL DEPTH OF 8 INCHES OF UNCOMPACTED SOIL AFTER CALCULATED AMOUNT OF AMENDMENT IS ADDED. EXCEPT FOR WITHIN THE DRIP LINE OF EXISTING TREES, THE ENTIRE SURFACE SHALL BE DISTURBED BY SCARIFICATION; ·AMEND SOIL TO MEET ORGANIC CONTENT REQUIREMENTS: -PRE-APPROVED RATE: PLACE 1 INCH OF COMPOSTED MATERIAL WITH AN ORGANIC MATTER CONTENT BETWEEN 40 AND 65% AND ROTOTILL INTO 3 INCHES OF SOIL, OR -CALCULATED RATE: PLACE CALCULATED AMOUNT OF COMPOSTED MATERIAL OR APPROVED ORGANIC MATERIAL AND ROTOTILL INTO DEPTH OF SOIL NEEDED TO ACHIEVE 4 INCHES OF SETTLED SOIL AT 4% ORGANIC CONTENT; ·RAKE BEDS TO SMOOTH AND REMOVE SURFACE ROCKS LARGER THAN 2 INCHES IN DIAMETER; AND WATER OR ROLL TO COMPACT SOIL IN TURF AREAS TO 85% OF MAXIMUM DRY DENSITY. OPTION 3: IMPORT TOPSOIL MIX, OR OTHER MATERIALS FOR MIXING, INCLUDING COMPOST, OF SUFFICIENT ORGANIC CONTENT AND DEPTH. ·SCARIFY OR TILL SUBGRADE TO A DEPTH OF 4 INCHES. EXCEPT FOR WITHIN THE DRIP LINE OF EXISTING TREES, THE ENTIRE SURFACE SHALL BE DISTURBED BY SCARIFICATION; ·PLACE 4 INCHES OF IMPORTED TOPSOIL MIX ON SURFACE. THE IMPORTED TOPSOIL MIX SHALL CONTAIN 4% ORGANIC MATTER. SOILS USED IN THE MIX SHALL BE SAND OR SANDY LOAM AS DEFINED BY THE USDA; ·RAKE BEDS TO SMOOTH AND REMOVE SURFACE ROCKS LARGER THAN 2 INCHES IN DIAMETER; AND ·WATER OR ROLL TO COMPACT SOIL IN TURF AREAS TO 85% OF MAXIMUM DRY DENSITY. 5.IF AREAS THAT WERE INDICATED ON THE SITE PLAN AS NOT TO BE DISTURBED OR COMPACTED ARE IMPACTED BY CONSTRUCTION ACTIVITIES, THEY WILL BE REQUIRED TO BE RESTORED BY ONE OF THE METHODS ABOVE. 6.THE CONTRACTOR SHALL PROVIDE LAB REPORTS, VOLUMETRIC CALCULATIONS, OR OTHER EVIDENCE THAT THE FINAL SOIL PROPERTIES MEET THE ABOVE ORGANIC CONTENT REQUIREMENTS. 7.THE CONTRACTOR SHALL PREPARE A SOIL DEPTH SAMPLING PLAN WITH SOIL DEPTH TEST HOLE LOCATIONS AT A RATE OF 9 TEST HOLES PER ACRE OF LAND SUBJECT TO THIS STANDARD AND AT LEAST 50' APART FOR APPROVAL BY THE ENGINEER. SOIL DEPTH TEST HOLES SHALL BE EXCAVATED USING A HAND SHOVEL DRIVEN SOLELY BY BODY WEIGHT TO A DEPTH OF 8”. THE CONTRACTOR SHALL PROVIDE EVIDENCE THAT THE FINAL SOIL PROPERTIES MEET THE ABOVE COMPACTION SAMPLING REQUIREMENTS. 8.SOIL DEPTH & QUALITY METHODS SHALL BE EMPLOYED TOWARDS THE END OF CONSTRUCTION AND ONCE ESTABLISHED SHALL BE PROTECTED FROM COMPACTION FROM MACHINERY OR VEHICLE TRAFFIC AND FROM EROSION. AREAS WHICH ARE COMPACTED OR DAMAGED SHALL BE REESTABLISHED PER THE METHODS ABOVE. 9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING COMPLIANCE WITH THIS STANDARD. HDPE DETENTION PIPES N.T.S. PAVED AREAS UNPAVED AREAS FINISHED GRADE UNDISTURBED SUBGRADE GRANULAR PIPE BEDDING AND BACKFILL MATERIAL SHALL BE VAOT 704.16A 3/4" STONE OR EQUAL NOTES: 1.A MINIMUM OF 2' OF SEPARATION SHALL BE MAINTAINED BETWEEN DETENTION PIPES AND BETWEEN PIPES AND WALLS OF TRENCH TO ALLOW FOR PROPER COMPACTION OF THE HAUNCH MATERIALS DURING INSTALLATION. 2.BACKFILL MATERIAL SHALL BE PLACED IN 12" MAXIMUM LIFTS AND SHALL BE WORKED INTO THE PIPE HAUNCHES AND COMPACTED BY MEANS OF VIBRATORY PLATE COMPACTOR, SHOVEL-SLICING, AND/OR OTHER METHOD APPROVED BY THE ENGINEER. COMPACTION SHALL MEET 90% STANDARD PROCTOR DENSITY. BACKFILL SHALL BE PLACED SUCH THAT THERE IS NO MORE THAN A TWO-LIFT DIFFERENTIAL BETWEEN THE SIDES OF ANY PIPE IN THE SYSTEM AT ALL TIMES DURING THE BACKFILL PROCESS. BACKFILL SHALL BE ADVANCED ALONG THE LENGTH OF THE SYSTEM AT THE SAME RATE TO AVOID DIFFERENTIAL LOADING ON ANY PIPES IN THE SYSTEM. 3.GRANULAR BACKFILL ABOVE PIPE MAY INCLUDE ROAD BASE MATERIAL AND RIDGED PAVEMENT IF APPLICABLE. 4.FILTER FABRIC TO BE INSTALLED ON THE BOTTOM AND SIDES OF THE EXCAVATION. IN PAVED AREAS, FILTER FABRIC TO EXTEND UP AND BE CONNECTED TO FABRIC PLACED BELOW ROAD SUBBASE. IN GRASSED AREAS, FILTER FABRIC TO BE INSTALLED ON TOP OF THE GRANULAR BACKFILL. TRENCH EXCAVATION SHALL EXTEND 2' BEYOND EDGE OF PIPE HAUNCH ZONE MATERIAL SHALL BE HAND SHOVELED OR SHOVEL SLICED INTO PLACE TO ALLOW FOR PROPER COMPACTION MIRAFI 140N FILTER FABRIC 1. 0 ' MI N . 4.0' DIAMETER ADS N-12 DUAL WALLED CORRUGATED HDPE PIPE 12 " M I N . GR A N U L A R BA C K F I L L CO V E R 12 ' M I N . CO V E R 2.0'2.0' OUTLET CONTROL STRUCTURE 4 N.T.S. MANHOLE NOTES: 1.IF MUNICIPAL STANDARDS VARY FROM THIS DETAIL, CONTACT ENGINEER TO MAKE ADJUSTMENTS TO MATCH LOCAL REQUIREMENTS. 2.ADJUST RIM AS NEEDED TO MATCH FINISHED GRADE. CL PAVED AREAS UNPAVED AREAS PLAN VIEW HEAVY DUTY FRAME & COVER HS20 LOADING REQUIRED MARKED WITH "DRAIN" WITH INTEGRAL GASKET. NEENAH R-1743 OR EQUAL BUTYL JOINT SEALANT TO ALL JOINTS RUBBER BOOT (PRESS SEAL PSX) 12" VAOT 704.16A 3/4" STONE OR EQUAL FOR SUB-BASE OR AS REQUIRED BY ENGINEER UNDISTURBED SOIL FLAT TOP FOR STRUCTURES LESS THAN 7 FEET DEEP (RIM TO OUTLET INVERT). IF DEPTH IS MORE THAN 7 FEET, A CONICAL TOP SHALL BE INSTALLED. INLET PIPE PRECAST CONCRETE GRADE RING INSTALLED AS NECESSARY BAFFLE WALL OUTLET PIPE 1" DIA. ORIFICE INLET PIPE OUTLET PIPE BAFFLE WALL WITH 1" ORIFICE INLET PIPE 48" 8" 5" 30" DIA. 6" MI N . 6" MIN. DEPTH DECRORATIVE STONE: BLEND OF 3/4" - 1 1/2" DIA. NATURALLY OCCURING SMOOTH ROUNDED RIVER STONE. COLOR RANGE SHALL BE WARM TONED COLORS SUCH AS BROWN, GRAY, AND TAN. CONTRACTOR TO SUBMIT SAMPLES TO LANDSCAPE ARCHITECT. UNDISTURBED OR COMPACTED SUBGRADE MIRAFI 140N FILTER FABRIC DRAINAGE SWALE WITH DECORATIVE STONE N.T.S. Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N GI NEER L ICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T 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. PARCEL ID: 1540-00760 SPAN: 600-188-10694 Storm Details C8-07 03/01/2024 22-523 CML CML LET Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT 1 07/01/2024 CML 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: 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. "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: INSPECTION PORT VA R I E S 4" SCREW IN PVC CAPFINISH GRADE DETENTION PIPES INSERTA TEE FITTING 4" PVC PIPE CAST IRON BOX AND COVER State Permitting 2 10/14/2024 LETPH 1 Bid Documents SW 030.1.1 1/2"=1-0' LAST REVISED 03/15/2021TRUDELL CONSULTING ENGINEERS TYPICAL CATCH BASIN TW 5" 6" 7" 9" TL 8" 8" 24" 36" 8" 12" 48" 54" TB 8" 12" 12" 12" 30" 42" PVC 48" INSIDE DIAMETER 54" 60" 72" 96" 60" TYPE D4 D5 D6 D8 MAX. PIPE DIAMETER RCP,CSP,CAAP,CDEP 4" 24" SUMP VARIES SEE PLAN TL TB DIAMETER SEE TABLE TW 24" 5"8"15"6"18"36"B 12" MIN. 12" MIN. 12" #4 BARS, 12" O.C., BOTH WAYS OR AS REQUIRED TO MAINTAIN STRUCTURAL INTEGRITY 3/4" CRUSHED STONE OR GRAVEL FOR SUB-BASE OR AS REQUIRED BY ENGINEER IF WET AND OR UNSTABLE CONDITIONS EXIST. UNDISTURBED SOIL FLEXIBLE RUBBER BOOT IF APPLICABLE 4" PERFORATED PVC SDR 35 PVC UNDER DRAIN BEDDED IN STONE & WRAPPED IN FABRIC (SEE SITE PLAN FOR DETAILS) COPOLYMER POLYPROPYLENE PLASTIC LADDER RUNGS WITH 1/2" STEEL REINFORCEMENT OR EQUAL, @ 12" O.C. PRECAST CONCRETE ADJUSTMENT RING MINIMUM 4 INCHES, MAXIMUM 12 INCHES GROUT FRAME TO 4 INCHES FROM TOP HEAVY DUTY 3 FLANGE INLET FRAME & GRATE, NEENAH R-3405B WHERE INLET IS NOT LOCATED NEXT TO A CURB, USE A 4 FLANGE FRAME NOTES: 1.WHEN 3' DIAMETER OR SMALLER STRUCTURE IS REQUIRED, LADDER RUNGS ARE NOT TO BE INSTALLED. 2.ADJUST GRATE AS NEEDED TO MATCH FINAL ROAD GRADE, IF APPLICABLE. 3.IF MUNICIPAL STANDARDS ARE DIFFERENT CONTACT ENGINEER TO MAKE DESIGN ADJUSTMENTS TO MATCH LOCAL REQUIREMENTS. "CONFINED SPACE" GRAVEL BACKFILL AROUND STRUCTURE COMPACTED IN 6" LIFTS TO 95% DENSITY STANDARD PROCTOR, UNLESS INDICATED OTHERWISE Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N GI NEER L ICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T 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. PARCEL ID: 1540-00760 SPAN: 600-188-10694 EPSC Details C8-08 03/01/2024 22-523 CML CML LET Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT 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 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' VA R I E S 8" EXCAVATION SITE EXISTING GRADE GEOTEXTILE FABRIC PROVIDE A DIVERSION RIDGE (12" TALL) WHEN THE GRADE EXCEEDS 2% TO KEEP RUNOFF & SEDIMENT OUT OF THE PUBLIC ROAD R=12' 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, DEMO SITE 5. STOCK PILE, PROCESS, AND DISPOSE OF TREES. 6. CONSTRUCT NECESSARY STABILIZED CONSTRUCTION ROADS, ESTABLISH DITCHLINES FROM DOWNHILL TO UPHILL, 7. CONSTRUCT SITE FEATURES. 8. VEGETATE AND STABILIZE AS NECESSARY WITHIN SEVEN DAYS. 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 060.3.1LAST REVISED 04/01/2021TRUDELL CONSULTING ENGINEERS EXCAVATION DEWATERING DETAIL FROM PUMP LOCATED IN EXCAVATION SUMP PUMPS SHOULD BE SURROUNDED BY CRUSHED STONE SILT BAG SPILLWAY TYPICAL STONE CHECK DAM LOCATED IN NEAREST VEGETATED SWALE TO DEWATERING ACTIVITIES TYPICAL VEGETATED SWALE 1" - 3" HOSE DITCHLINE 2 1 3/4" CRUSHED STONE EXCAVATION 24" PIPE EMBEDDED 24" IN CRUSHED STONE PUMP NOTES: 1.OPERATE DEWATERING SYSTEM TO PREVENT TRANSPORT OF SEDIMENT INTO WATERS OF THE STATE. 2.CLEAN SILT BAG AT THE END OF EACH DAY OR MORE FREQUENTLY IF NECESSARY. E 040.1.2LAST REVISED 04/01/2021TRUDELL CONSULTING ENGINEERS CATCH BASIN (CB) FINE GRAVEL FACE (1' MIN. THICKNESS) 1' 3:1 SLOPE 2:1 SLOPE 3" STONE TEMPORARY SEDIMENT POOL 6' TYPICAL INLET PROTECTION 1' INSTALL TEMPORARY FLEXSTORM FILTER OR APPROVED EQUAL, UNDER GRATE FINISH GRADE NOTES: 1.INLET PROTECTION UNDER THE GRATE SHALL BE USED WHERE INDICATED ON SITE PLANS. 2.LIFT THE GRATE AND INSTALL THE FILTER FABRIC (ADS FLESXTORM CATCH-IT OR EQUAL) OVER THE FRAME AND THEN RESTORE GRATE BACK IN PLACE. 3.OBSERVE INLET(S) AT LEAST ONCE A WEEK AND WITHIN 24 HOURS OF RAIN EVENT. CLEAN, REPAIR OR REPLACE WEEKLY AS NEEDED. 4.UPON STABILIZATION OF THE PROJECT SITE, THE INLET PROJECTION SHALL BE REMOVED. CONFIRM STABILIZATION WITH ENGINEER. E 000.3.3LAST REVISED 12/30/2020TRUDELL CONSULTING ENGINEERS EROSION CONTROL NOTES 1)THE SMALLEST PRACTICAL AREA OF LAND SHALL BE EXPOSED AT ANY ONE TIME. 2)EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EARTH MOVING OPERATIONS. 3)CONTRACTOR AND/OR OWNER (OR APPOINTED DESIGNATE) SHALL INSPECT ALL EROSION CONTROL FEATURES AT LEAST ONCE PER WEEK AND AFTER ANY STORM EVENT GENERATING RUNOFF FROM THE SITE. 4)AFTER VEGETATION HAS BEEN FULLY ESTABLISHED, THE TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED. 5)PROVIDE EROSION CONTROL MATTING ON ALL DISTURBED SLOPES WITH A PITCH OF 3H:1V OR GREATER. 6)EXCAVATION AND PIPE INSTALLATION SHALL BE AVOIDED DURING PERIODS OF SIGNIFICANT PRECIPITATION. 7)ALL SEDIMENT AND EROSION CONTROL PRACTICES AND VEGETATIVE STABILIZATION SHALL BE IN ACCORDANCE WITH THE LOW RISK SITE HANDBOOK FOR EROSION PREVENTION AND SEDIMENT CONTROL (ANR 2006). 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 TYPICAL SOIL STABILIZATION & SEEDING SPECIFICATIONS DETAIL MULCH APPLICATION RATE: 1.5" THICK MIN. NOTES: 1.SOIL SURFACE AND FILL COMPONENTS MUST NOT BE FROZEN WHEN PLACED. 2.SLOPES 2:1 OR STEEPER MUST BE MECHANICALLY STABILIZED WITH A RETAINING STRUCTURE OR APPROPRIATE GEOTEXTILE (AS SPECIFIED BY ENGINEER). 3.STRAW MULCH OR EROSION CONTROL BLANKET CAN BE USED ON AREAS WITH SLOPES EQUAL TO OR LESS STEEP THAN 3:1. HYDROMULCH MAY BE USED FOR PERMANENT SEED ESTABLISHMENT ONLY, NOT FOR TEMPORARY CONDITIONS. 4.HAY MULCH SHALL CONSIST OF MOWED AND PROPERLY CURED STEMS OF CEREAL GRAINS (WHEAT, OATS, BUCKWHEAT, ETC.) REASONABLY FREE OF WEEDS, TWIGS, DEBRIS OR OTHER OBJECTIONABLE MATERIAL. IT SHALL BE FREE FROM ROT OR MOLD AND SHALL BE ACCEPTABLE TO THE ENGINEER. 5.BANKS, SWALES OR OTHER GRADED AREAS THAT HAVE BEEN WASHED OUT OR HAVE BECOME DAMAGED SHALL BE REPAIRED IMMEDIATELY. STRAW MULCH FOR SLOPES EQUAL TO OR LESS STEEP THAN 3:1 TRACK FINAL GRADED AREA PRIOR TO PLACEMENT OF SEED MULCH/MATTING TEMPORARY STABILIZATION DURING CONSTRUCTION THE SEED MIX SPECIFIED BELOW IS FOR ALL AREAS THAT ARE STABILIZED TEMPORARILY PER THIS DETAIL DURING CONSTRUCTION TO BE USED ONLY WHEN SPECIFIED BY ENGINEER FOR EROSION OR SEDIMENT CONTROL. 1.TEMPORARY SEED MIX: 30% RED FESCUE 30% ANNUAL RYEGRASS 30% PERENNIAL RYEGRASS 10% TALL FESCUE (*or APPROVED EQUIVALENT) 2.APPLICATION RATE: 60lb/acre (1.4 lb/1000 s.f.) 3.MULCH APPLICATION RATE: 1.5" THICK MINIMUM 90-100% COVERAGE NORTH AMERICAN GREEN S150BN EROSION CONTROL BLANKET. INSTALL IN ACCORDANCE WITH MANUFACTURER DOCUMENTS ON TOP OF EPSC SEED MIX REQUIRED ON ALL SLOPES 2:1 OR STEEPER SEED MIX: SEED LAWN, SEE SEEDING SPECIFICATIONS 85 85 90 85 GERM % 85 85 90 85 GERM % 95 98 95 98 PURE % 95 85 95 98 PURE % PERENNIAL RYEGRASS BIRDSFOOT TREFOIL TALL FESCUE CREEPING RED FESCUE NAME ANNUAL RYE GRASS KENTUCKY BLUE GRASS PERENNIAL RYE GRASS CREEPING RED FESCUE NAME 5 10 20 20 LBS./ACRE 4.0 34.0 8.0 34.0 LBS./ACRE 9.0 18.2 36.4 36.4 % BY WEIGHT 5.0 42.5 10.0 42.5 % BY WEIGHT 1.THE SEED MIXTURE SHALL NOT HAVE A WEED CONTENT EXCEEDING 0.40% BY WEIGHT, AND SHALL BE FREE OF ALL NOXIOUS WEED SEED. 2.SEED TO BE APPLIED PER SEEDING FORMULAS AS DIRECTED BY ENGINEER. 3.FERTILIZER FORMULA 5-10-10 TO BE USED WITH SEED, APPLIED AT THE RATE OF 600 LB/ACRE. 4.AGRICULTURAL LIMESTONE TO BE APPLIED AT THE RATE OF 2 TONS/ACRE OR AS DIRECTED BY THE ENGINEER. 5.HAY MULCH TO BE EVENLY SPREAD AT THE RATE OF 2 TONS/ACRE OR AS DIRECTED BY THE ENGINEER. 6.TOPSOIL TO BE USED WITH SEED AS INDICATED ON THE PLANS OR AS DIRECTED BY THE ENGINEER. 7.ALL RUNOFF DIVERSION MEASURES SHALL BE INSTALLED PRIOR TO FINAL GRADING AND SEEDING PREPARATION. 8.COMPACTED AREAS OF EARTH SHALL BE MECHANICALLY LOOSENED TO PROVIDE AN ADEQUATE ROOTING ZONE TO A MINIMUM DEPTH OF 12 INCHES. 9.SEEDED AREAS SHALL BE WATERED UNTIL VEGETATION IS ESTABLISHED WHEN ADEQUATE PRECIPITATION IS NOT AVAILABLE. E 090.3.1LAST REVISED 04/01/2021TRUDELL CONSULTING ENGINEERS TOPSOIL: 1.ALL AREAS TO BE GRASSED SHALL HAVE A MINIMUM OF 4” OF TOPSOIL PLACED TO ACHIEVE FINAL GRADE. 2.TOPSOIL SHALL HAVE AT LEAST 6 PERCENT BY WEIGHT OF FINE TEXTURED STABLE ORGANIC MATERIAL, AND NO GREATER THAN 20 PERCENT. MUCK SOIL SHALL NOT BE CONSIDERED TOPSOIL 3.TOPSOIL SHALL HAVE NOT LESS THAN 20 PERCENT FINE TEXTURED MATERIAL (PASSING THE NO. 200 SIEVE) AND NOT MORE THAN 15% CLAY. 4.TOPSOIL SHALL BE RELATIVELY FREE OF STONES OR 1 ½ INCHES IN DIAMETER, TRASH, NOXIOUS WEEDS SUCH AS NUT SEDGE AND QUACKGRASS, AND SHALL HAVE LESS THAN 10 PERCENT GRAVEL. 5.SOME AREAS MAY BE SUBJECT TO ADDITIONAL/ALTERNATIVE REQUIREMENTS UNDER THE SOIL DEPTH & QUALITY STANDARD. THESE AREAS WILL BE IDENTIFIED ON THE SITE PLANS. SEEDING MIX #1 - URBAN AREAS (MOWED LAWN AREAS) SEEDING MIX #2 - RURAL AREAS (MEADOWS, UNDEVELOPED AREAS) SEEDING SPECIFICATIONS: FINAL STABILIZATION 12" 12 " 1 10/14/2024 LETPH 1 Bid Documents Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N GI NEER L ICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T 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. PARCEL ID: 1540-00760 SPAN: 600-188-10694 EPSC Handbook Page 1 C8-09 03/01/2024 22-523 PJM CML LET Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT 1 10/14/2024 LETPH 1 Bid Documents Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N GI NEER L ICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T 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. PARCEL ID: 1540-00760 SPAN: 600-188-10694 EPSC Handbook Page 2 C8-10 03/01/2024 22-523 PJM CML LET Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT 1 10/14/2024 LETPH 1 Bid Documents D D D D D D OH OH OH 1-STORY BUILDING 1-STORY BUILDING SH E L B U R N E R O A D ( U . S . R O U T E 7 ) SWIFT STREET D D D D D D D D D D D D D D 1-STORY BUILDING W W W W W W W W W W W W W W W W W W W W W G UP UP UP UP UP UG UG UG UG SSSSSSSS D D D D D D D D LOT 1: FINANCIAL INSTITUTION ±3,350 SF FFE 212.0 LOT 3: MULTIFAMILY RESIDENTIAL 27 DU FFE 217.0 BFE 207.0 D D D LOT 2: MIXED USE 1ST FLOOR: COMMERCIAL 2ND FLOOR: 3 DU ± 3,240 SF FFE 212.0 D D D D D D DD D D D W W W W W W W W W W W W S S S S S S S S S D D D UP UP UP UP D D D So Burlington Fire Tr u c k TCE So Burlington Fire T r u c k TCE W S 18 0 120 90 OUTSIDE SWEPT PATH PATH OF FRONT WHEEL INSIDE SWEPT PATH 60 30 STEERING LOCK ANGLE = 40.0 deg. ACHIEVED STEERING ANGLE: 30 deg. SWEEP ANGLE: 20.6 deg. 60 deg. SWEEP ANGLE: 30.2 deg. 90 deg. SWEEP ANGLE: 34.9 deg. 120 deg. SWEEP ANGLE: 37.3 deg. 180 deg. SWEEP ANGLE: 39.3 deg. So Burlington Fire Truck TCE [ft] Copyright (c) 2012, Transoft Solutions 56.0 ft4.0 ft 36.0 ft 10.0 ft 8.5 ft Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N G I NEER LICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T 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. PARCEL ID: 1540-00760 SPAN: 600-188-10694 E1-01 03/01/2024 1" = 20' 22-523 RMP CMJ JAD Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT Emergency Vehicle 15°± VT G r i d M a g n e t i c 0 Feet Graphic Scale 20 40 60 SSSSSSSS RIM = 207.51 OH OH OH SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SBSB SB SB SB SB SB SB SB SB SB SB 1-STORY BUILDING 1-STORY BUILDING SH E L B U R N E R O A D ( U . S . R O U T E 7 ) SWIFT STREET 1-STORY BUILDING W W W W W W W W W W W W W W W W W W W W W UP UP UP UP UP UP UP UP UP SSSSSSSS GRAVEL DRIVE GRAVEL DRIVE S S S S S S S S PR I V A C Y W A L L , TY P . D D D D D D D DA 3 BIO DA 1 BIO FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD D D D UD UD UD UD UD UD D D D D D D DDD D D W W W W W W W W W W W W W S S S S S S S S S FD FD D D D UP UP UP UP D D D S UD UD UD UD UD UD 2 1 0 2 0 9 2 1 1 21 1 21 0 20 9 20 8 21 6 2 1 5 21 1 21 2 209 210 211 2 1 1 21 0 2 1 2 21 3 215 216 21 5 21 6 216.5 21 7 215 216 21 4 21 8 21 8 21 7 21 5 20 6 205.5 212 2 1 3 21 6 2 1 0 2 1 1 20 9 2 1 4 210 211 212 21 3 21 2 21 3 21 5 212 212 2 1 4 2 1 4 2 0 8 21 2 21 0 21 5 21 6 215 209 2 0 9 FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD FD UD UD UD UD UD UD UD 20 7 20 8 (3) AF (1) PS (6) RR (5) CAH (6) SJL (6) PVN (1) NS (9) PVN (1) VT (1) AB (1) AAM (11) CAK (1) PS (1) AAM (10) JH (12) CAK (3) HAL (7) JH (32) CAK (4) CAK (7) JH (4) CAK (10) PVN (21) SAW (12) HAI (2) CC (22) JH (1) CC (6) MML (16) RAG (7) SJL (3) PS (5) CAR (14) SBT (1) IVM (3) IVF (3) IVF (1) IVM(3) CS (95) SH (5) CSK (3) AAM (3) VT (1) AB (73) HM (1) CC (9) SAW (1) HSS (1) NS (3) HAP (45) HM (3) RS (3) BM (1) HSS (26) HS,HMA INTERMIXED IN GROUPS OF 5 OR MORE (6) SAW (8) PVN (5) CAH (5) CSK (1) MML (1) BM (11) RAG (1) HSS (1) HSS (1) HSS (1) HSS (1) HAL (1) BM (3) TM (1) TM (6) PVN (6) HS (1) HSS (4) CS (13) ADDA 7 BIO: (20) AN (14) IVE (14) SH (14) PVN DA 1 BIO: (25) AN (15) AD (30) EP (20) IVE (40) SS (10) SH (30) PVN DA 3 BIO: (20) AD (25) EP (15) IVE (30) PVN (40) SS (75) SH (36) HS, HMA INTERMIXED IN GROUPS OF 5 OR MORE (1) MML (4) SAW (5) HAI (8) HS (1) HSS (1) HSS (1) AMS (15) HS (1) BM (1) HSS (1) HSS (3) HAL (8) HS(1) BM (1) HAL (1) HSS (1) HSS (5) HS (5) RAG (6) HAI (1) HS (1) PS (1) AAM (8)RAG (1) AAM (1) HAL (16) RR (4) RAG (11) SBT (1) NS (6) SJL(48) CAK (37) EPM (1) MML (9) RR (6) SJL (19) SBT (3) RS (3) AAM (5) RS (1) CC (5) CS (1) AF (15) CSK (8) CAH (1) PS (67) EPM (2) GT (6) PVN (33) SH (16) RAG (5) EPM 0 Feet Graphic Scale 20 40 60 15°± VT G r i d M a g n e t i c Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions 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. Landscape Plan LA-1.0 03/01/2024 1" = 20' 22-523 LET CML LET Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT PARCEL ID: 1540-00760 SPAN: 600-188-10694 PROJECT LOCATION PLANTING NOTES 1.IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND THE NUMBER OF PLANTS IN THE PLANT LIST, THE PLANTING PLAN SHALL GOVERN. 2.ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMUM GUIDELINES ESTABLISHED FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. 3.ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER-GROWN, UNLESS OTHERWISE NOTED ON THE PLANT LIST. 4.THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON THE DRAWINGS. 5.ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT. 6.ALL NEW PLANTS MAY BE TAGGED AND APPROVED BY THE LANDSCAPE ARCHITECT AT THE NURSERY PRIOR TO DIGGING OR DELIVERY TO THE SITE. 7.CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING AND SHALL REPORT ANY CONFLICTS TO THE LANDSCAPE ARCHITECT. 8.STAKE LOCATION OF ALL PROPOSED PLANTING FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO THE COMMENCEMENT OF PLANTING. 9.NEW SHRUBS AND GROUND COVER SHALL BEAR THE SAME RELATIONSHIP TO GRADE AS IT BORE TO PREVIOUS GRADE. TREES SHALL BE SET 3" HIGHER THAN PREVIOUS GRADE. NO TREES SHALL BE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING. 10.ALL PLANT BEDS SHALL RECEIVE TWO INCHES (3") OF BARK MULCH AS PER SPECIFICATIONS. 11.ALL EXISTING TREES TO REMAIN SHALL BE PROPERLY PROTECTED DURING CONSTRUCTION. PROTECTION TECHNIQUES SHALL BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT. 12.PRUNE TREES IN ACCORDANCE WITH THE SPECIFICATIONS SO THAT DISTURBED AREAS ARE RETURNED TO PRE-CONSTRUCTION CONDITIONS OR BETTER. 13.CONTRACTOR SHALL PROVIDE FULL DEPTHS OF LOAM AS NOTED ON DETAILS AND AS SPECIFIED, FOR ALL PLANTING. 14.ALL LAWN AREAS DISTURBED BY CONSTRUCTION OPERATIONS INSIDE AND OUTSIDE THE LIMIT OF WORK SHALL BE LOAMED AND SEEDED AS SPECIFIED. 15.SEE SPECIFICATIONS FOR TERMS OF PLANT MATERIAL ESTABLISHMENT PERIOD AND GUARANTEE. 16.PLANTINGS LOCATED ON PROPERTY LINES OR NEIGHBORING PROPERTY SHALL BE DONE ONLY AFTER AUTHORIZATION BY OWNER'S REPRESENTATIVE. 17.PROVIDE METAL TRELLIS AND RELEVANT HARDWARE FOR HYDRANGEA ANOMALA PETIOLARIS TO ESTABLISH ON WALL. Plant Schedule: Phase 1 & 2 1 SOILS NOTES: 1.SOILS IN PLANTING AREAS SHALL BE EVALUATED PRIOR TO PLANTING. IF SOILS ARE FOUND TO BE COMPACTED FROM PREVIOUS USE, SOILS SHALL BE REMEDIATED THROUGH DECOMPACTION AND AMENDMENT BASED ON SOIL TESTING FROM A CERTIFIED SOILS LAB AND/OR REPLACED WITH LOAM PLANTING SOIL AS APPROVED BY LANDSCAPE ARCHITECT. 1 04/15/2024 LETStaff Comments 2 10/14/2024 LETPH 1 Bid Documents PHASE 1 NOTES: 1.PHASE 1 PLANTINGS SHALL INCLUDE ONLY PLANTS WITHIN THE PHASE 1 LIMITS AS SHOWN ON THE PHASING PLAN, SEE C2-04. CONTRACTOR TO VERIFY PHASE 1 SPECIES QUANTITIES. Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions 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. Landscape Details LA-2.0 03/01/2024 22-523 LET CML LET Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT 1 10/14/2024 LETPH 1 Bid Documents PARCEL ID: 1540-00760 SPAN: 600-188-10694 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 EXISTING TREE 6' MIN. SECTION VIEW PRUNE PER ISA STANDARDS. REMOVE DEAD & DAMAGED BRANCHES. TIE BRANCHES UP TO AVOID DAMAGE FROM CONSTRUCTION EQUIPMENT EXISTING TREE (S) LI M I T O F D R I P L I N E (V A R I E S ) 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 L-010.1.7 DECIDUOUS TREE PLANTING TRUDELL CONSULTING ENGINEERS LAST REVISED 07/10/2023 EQEQ EQ 2"x2"x10' WOOD STAKES; 2-3 PER TREE EQUALLY SPACED AROUND ROOT BALL; ALL POSTS SHALL BE PLUMB AND HAVE SAME HEIGHT ABOVE FINISH GRADE. INSTALL STAKES ONLY AS REQUIRE BY SITE CONDITIONS GUY WIRE SHALL TREE TIE WEBBING MATERIAL. TREE SHALL BE PLUM AFTER SETTLEMENT TOP OF ROOTBALL SHALL BEAR SAME RELATIONSHIP TO FINISHED GRADE AS TO PREVIOUS EXISTING GRADE ROOT FLARE SHALL BE EXPOSED; MULCH SHOULD NOT BE WITHIN 4" OF TREE TRUNK PLACE BALL ON SUBSOIL. REMOVE AND DISCARD BURLAP EXCEPT UNDER BALL. REMOVE ALL SYNTHETIC SOIL WRAPPING MATERIALS (TREATED BURLAP, NYLON TWINE, WIRE BASKETS, ETC.) AND DISCARD EXCAVATE SUBSOIL AS REQUIRED TO PLACE ROOTBALL TO PROPER ELEVATION. PLACE ROOTBALL DIRECTLY ON SUBSOIL EXCAVATE HOLE TO DIAMETER 3X WIDER THAN ROOTBALL. BACKFILL HOLE WITH PLANTING SOIL MIX AS SPECIFIED BARK MULCH, AS SPECIFIED FREE DRAINING UNDISTURBED OR COMPACTED SUBGRADE 1/4" = 1' 4' FOR ALL FALL PLANTING, WRAP TRUNK AT 2ND LOWERS BRANCH. REMOVE SPECIFIED TREE WRAP THE FOLLOWING SPRING BARK MULCH SAUCER 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' WOOD STAKES, 2-3 PER TREE EQUALLY SPACED AROUND ROOT BALL; ALL POSTS SHALL BE PLUMB AND HAVE SAME HEIGHT ABOVE FINISH GRADE. INSTALL STAKES ONLY AS REQUIRED BY SITE CONDITIONS. GUY WIRE SHALL BE TREE TIE WEBBING MATERIAL. 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 ENGINEERS 12 " M I N . 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 PERENNIAL GRASSES TRUDELL CONSULTING ENGINEERS 12 " SEE LANDSCAPE PLAN FOR SPACING SEE LANDSCAPE PLAN FOR SPACING HERBACEOUS PLANT, TYP. EDGE OF PAVEMENT OR EDGE OF PLANTING BED PERENNIAL/ORNAMENTAL GRASS, PLACE CROWN ABOVE MULCH, SPACE AS SHOWN ON PLANT LIST BARK MULCH, SEE SPECS PLANTING SOIL MIX FREE DRAINING UNDISTURBED SUBGRADE OR COMPACTED LOAM FILL. PERCOLATION REQUIREMENTS FOR SUBSOIL PER PLANTING SOIL SPECIFICATIONS L-030.1.4LAST REVISED 03/10/2022 040.1.1 LAWN SEEDING LAST REVISED 12/29/2020TRUDELL CONSULTING ENGINEERS NOTE: ALL DISTURBED AREAS SHALL BE LOAMED AND SEEDED UNLESS NOTED OTHERWISE 6" SEED AS SPECIFIED PLANTING SOIL MIX, (ROLLED THICKNESS) FREE DRAINING, SCARIFIED SUBGRADE 1" = 1' 040.1.2 SEEDING ON SLOPES TRUDELL CONSULTING ENGINEERS LAST REVISED 02/11/2020 NOTES: 1.ALL DISTURBED AREAS SHALL BE LOAMED AND SEEDED UNLESS NOTED OTHERWISE. TEMPORARY OR PERMANENT SEEDING SHALL OCCUR WITHIN 7 DAYS OF DISTURBANCE. 2.SEEDING AND MULCHING OF DISTURBED AREAS SHALL TAKE PLACE WITHIN 48 HOURS OF FINAL GRADING. 3.APPLY PERMANENT SEEDING PRIOR TO PLACING EROSION CONTROL BLANKETS. 4.IF SEEDING IS NOT DONE BY HYDROSEEDING, MULCH SHALL BE STRAW AND SHALL BE APPLIED AT A RATE OF 90-100 LBS/1,000SF. MULCH SHALL NOT BE PLACED ON SLOPES GREATER THAN 3:1. SEED IMPREGNATED MULCH SHALL BE USED IN ITS PLACE. 5.SEEDING SHALL OCCUR AFTER APRIL 15 AND PRIOR TO SEPTEMBER 15G IN ORDER TO ESTABLISH A STAND OF GRASS/VEGETATION PRIOR TO GROUND FREEZING. SEED SHALL BE IN ACCORDANCE WITH SEE SPECIFICATIONS ON THIS SHEET AND SHALL BE APPLIED PER MANUFACTURERS RECOMMENDATIONS. 6.COVER SEED WITH 1/4" SOIL UNLESS A HYDROSEEDER IS USED. 2:1 M A X . S L O P E 4" PLANTING SOIL MIX, ROLLED THICKNESS, SEE SPECIFICATIONS SEED MIX AND EROSION CONTROL MATTING, SEE CIVIL DRAWINGS FOR EROSION CONTROL DETAILS AND SPECIFICATIONS FREE DRAINING UNDISTURBED OR COMPACTED SUBGRADE L-030.1.3 GROUNDCOVER LAST REVISED 12/29/2020TRUDELL CONSULTING ENGINEERS 12 " M I N . GROUNDCOVER 2" BARK MULCH PLANTING SOIL MIX FREE DRAINING, SCARIFIED SUBGRADE 1" = 1' L-020.1.3 SHRUB ON SLOPE TRUDELL CONSULTING ENGINEERS LAST REVISED 11/02/2021 12 " M I N . 12" MIN. 1-1/2'' DEPTH MULCH OR SEED, SEE PLANTING PLAN SLOPE LINE SHRUB PLANTING, INSTALL PLUMB PLACE PLANT 2" ABOVE SURROUNDING GRADE 2" BARK MULCH (PULL BACK AWAY FROM BASE OF SHRUB) PLANTING SOIL AS SPECIFIED INDIVIDUALLY EXCAVATE SHRUB BED TO REQUIRED DEPTH AND BACKFILL WITH SPECIFIED SOIL MIX UNDISTURBED SUBSOIL 1" = 1' 2:1 M A X REMOVE TOP HALF OF WIRE CAGE AND REMOVE BURLAP FROM ROOTBALL LAST REVISED 12/29/2020TRUDELL CONSULTING ENGINEERS STONE DRIP EDGE L 060.1.5 12" 1' ED G E O F R O O F L I N E VARIES NOTE: 1.INSTALL DRIP EDGE BASED ON LAYOUT PROVIDED IN THE LANDSCAPE PLANS BUILDING EDGE 3-4" MINUS GRANITE DRIP EDGE, INSTALL FLUSH WITH SURROUNDING GRADE COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT STEEL EDGING PAINTED BLACK MANUFACTURER: BORDER CONCEPTS EDGING: BORDER KING STAKES: 24" LONG CONTRACTOR TO PROVIDE SUBMITTALS FOR REVIEW AND APPROVAL COMPACTED SUBGRADE 1/2" = 1' 4" ALL METALS TO BE HOT DIPPED GALVANIZED & POWDER COATED FINISH TO BE DETERMINED. R12" ACTUAL DIM. 1-1/2"X1-9/16" IPE WOOD SEATING SLATS. 3/8"X1"&3/8"X3" HOT DIPPED GALVANIZED & POWDER COATED STEEL BENCH MOUNTING STRAPS. #12X1-1/2" PHILLIPS FLAT HEAD SS STEEL SCREWS (CSK.) 1/2" DIAM(1") SS ALLEN HEAD BOLT. 3/16"X3"X3" HOT DIPPED GALVANIZED WITH 3/8" THICK TOP & BOTTOM PLATE FULLY WELDED TO STEEL BENCH PEDESTAL. (2)HOLES PER PLATE.1/2" ANCHOR BOLTS BY OTHERS. BENCH SECTION VIEW 4" 8" Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions 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. Site Details LA-2.1 03/01/2024 22-523 LET CML LET Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT PARCEL ID: 1540-00760 SPAN: 600-188-10694 PRODUCT INFORMATION: DESCRIPTION: STAINLESS STEEL GULLS MANUFACTURER: DALE ROGER MODEL: GULLS CONTACT INFO: NAME: Dale Roger WEBSITE: https://dalerogersstudio.com/gulls/ PHONE: 978-621-7826 OR EQUAL NOTES: 1.SUBMIT FULL SHOP DRAWINGS. 2.ANY SUBSTITUTIONS SHALL BE APPROVED BY LANDSCAPE ARCHITECT. 3.SEE PLANS FOR SPECIFIC BENCH RADII. PRODUCT INFORMATION DESCRIPTION: STANDARD CIRCULAR-YF MANUFACTURER: SITECRAFT MODEL: STANDARD CIRCULAR-YF MATERIAL: BLACK LOCUST CONTACT INFO: NAME: SITECRAFT WEBSITE: site-craft.com/furniture/standard-circular-yf/ PHONE: 800-937-0203 OR APPROVED EQUAL NOTES: 1.SUBMIT FULL SHOP DRAWINGS. 2.ANY SUBSTITUTIONS SHALL BE APPROVED BY LANDSCAPE ARCHITECT. 3.PHASE 1 BENCH SURFACE MOUNTED INTERIOR RADIUS IS 8' (96"). 4.INSTALL PER MANUFACTURER'S SPECIFICATIONS. WOODEN CURVED BACKLESS BENCH - SURFACE MOUNT N.T.S. WOODEN CURVED BACKLESS BENCH - WALL CAP N.T.S. PRODUCT INFORMATION DESCRIPTION: STANDARD CIRCULAR-YF MANUFACTURER: SITECRAFT MODEL: STANDARD CIRCULAR-YF MATERIAL: BLACK LOCUST CONTACT INFO: NAME: SITECRAFT WEBSITE: site-craft.com/furniture/standard-circular-yf/ PHONE: 800-937-0203 OR APPROVED EQUAL NOTES: 1.WALL CAP CURVED BENCHES ARE INCLUDED IN PHASE 2 CONSTRUCTION. 2.SUBMIT FULL SHOP DRAWINGS. 3.ANY SUBSTITUTIONS SHALL BE APPROVED BY LANDSCAPE ARCHITECT. 4.SEE PLANS FOR SPECIFIC BENCH RADII. 5.INSTALL PER MANUFACTURER'S SPECIFICATIONS. 1 10/14/2024 LETPH 1 Bid Documents Sculpture N.T.S. D D D D D D OH OH OH SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SB SBSB SB SB SB SB SB SB SB SB SB SB SB 1-STORY BUILDING 1-STORY BUILDING SH E L B U R N E R O A D ( U . S . R O U T E 7 ) SWIFT STREET D D D D D D D D D D D D D 1-STORY BUILDING W W W W W W W W W W W W W W W W W W W W W UP UP UP UP UP UP UP UP UP SSSSSSSS D D D S S S S S S S S DDD D D W W W W W W W W W W W W W S S S S S S S S S UP UP UP UP S 2 1 0 21 0 2 1 5 210 21 0 215 21 5 215 21 5 2 1 0 210 21 5 21 0 21 5 215 A A A A A A A A AB B B B B B B B B B C B B B B B B B MULTIFAMILY RESIDENTIAL 27 DU MIXED USE 1ST FLOOR: COMMERCIAL 2ND FLOOR: 3 DU FINANCIAL INSTITUTION A A D E E A F F E E E E 15°± VT G r i d M a g n e t i c Sheet Title Project Title Use of These Drawings Scale: Project Number: Date: Drawn By: Project Engineer: Approved By: No. Description Date By Revisions No. 8917 CIVILP R O F E SSIONAL E N GI NEER L ICEN S E D JENNI F E R ANN DESA U T E L S ST A T E O F VER M O N T 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. Lighting Plan LI-01 Shelburne & Swift 760 & 764 Shelburne Rd. & 31 Swift St. South Burlington, VT PARCEL ID: 1540-00760 SPAN: 600-188-10694 03/01/2024 1" = 20' 22-523 PJM CML LET 0 Feet Graphic Scale 20 40 60 CALC ZONE #1 CHASE PARKING SITE LIGHTING LUMINAIRE SCHEDULE SYMBOL LABEL QTY CATALOG NUMBER DESCRIPTION LAMP A 30 white LEDs B LED LIGHTING NOTES: 1.AREA LIGHT AS SHOWN FOR PERMITTING AND INSTALLATION PURPOSES. BUILDING-MOUNTED FIXTURES ARE SHOWN FOR PERMITTING PURPOSES ONLY. REFER TO ARCHITECTURAL PLANS FOR LIGHTING INSTALLATION. 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. 4.POLE-MOUNTED FIXTURES TO BE SET WITH A 17-FT MOUNT HEIGHT ABOVE GROUND ELEVATION. 5.BUILDING-MOUNTED FIXTURES TO BE SET PER ARCHITECTURAL PLANS. 18 12 1.1 fc 1.8 fc AVG. ILLUMINATION (HORIZONTAL) C LED1 Site Light MANUFACTURER Galleon Wall Luminaire - Type IV 1 N/A 2.8:1 19.7 fc 10.6 fc MAX. POINT ILLUMINATION UNIFORMITY RATIO (AVG:MIN) 0.0 fc 0.8 fc MIN. POINT ILLUMINATION COOPER LIGHTING SOULTIONS McGRAW-EDISON (FORMERLY EATON) WAC Lighting Landscape Forms LE330-T4-HO-CLR WS-W5516 A111914 GWC-SA1C-730-U-SL 4 Architectural Wall Light - Twilight D N/A1 E LED6Chase Building CanopyFORMA LIGHTING BULLET 127 - RECESSED C-LITE C-CP-C-SQ-3L-40K-XXX 3499BB12-804032 ATM Canopy MIXED-USE PARKING SWIFT ENTRANCE 1.2 fc 1.4 fc 6.0:1 3.5:1 2.8 fc 2.8 fc 0.2 fc 0.4 fc F LED2Pureform Bollard - Type VGardco Signify PBL-14-L-100-NW-G2 1 04/15/2024 AADStaff Comments 12 10/14/2024 LETPH 1 Bid Documents PHASE 1 NOTES: 1.CONTRACTOR SHALL INSTALL LIGHTING AND CONDUIT NECESSARY FOR PHASE 1 DEVELOPMENT. VERIFY PHASE 1 QUANTITIES PRIOR TO ORDERING. 2.CONTRACTOR TO COORDINATE WITH MEP ON PHASE 1 ELECTRICAL. OH P OH P OH P OH P OHP OHP W W W W W W ROUTE 7 OVERHEAD LANE ASSIGNMENT SIGN BASES SWIFT STREET SH E L B U R N E R O A D / U . S . R O U T E 7 N0 3 ° 5 7 ' 1 8 " E 13 9 . 5 0 ' S85°22'45"E 44.66' N86°35'46"E 78.84' S86°15'14"E 118.15' N 04°37'15" E 7.00' OH P 49 . 5 ' SE E N O T E 4 CMF DIST 0.5' B.G SE E NO T E # 6 S58° 1 4 ' 5 5 " W 55.80 ' 1/2" IRF 0.15' A.G. 0.36' S59°05'12"E OF COMPUTED CORNER 1" IPF, LS 48 0.85' S55°00'19"E OF COMPUTED CORNER S 0 4 ° 3 0 ' 0 9 " W 2 2 3 . 4 3 ' 42 . 8 4 ' 55 . 8 0 ' 32 . 4 7 ' 92 . 3 2 ' N 85°05'43" W 198.01 ' 121.57' 52.19' 24.24' N 0 5 ° 2 2 ' 4 6 " E 2 5 3 . 1 0 ' 13 7 . 1 0 ' 11 6 . 0 0 ' N 0 3 ° 3 6 ' 4 8 " E 12 5 . 2 ' N 85°29'51" W 71.2' N 0 4 ° 2 6 ' 5 4 " E 88 . 3 ' N 85°29'51" W 71.3' S 85°58'09" E 239.1' CMF DIST 0.5' A.G 4.06' S 03°57' 18" W OF COMPUTED POINT SIDELINE OF VARIABLE WIDTH SIDEWALK EASEMENT TO THE CITY OF SOUTH BURLINGTON AS DEFINED IN VOL. 419, PGS 709-10 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS SIDELINE OF 5' WIDE SIDEWALK EASEMENT TO THE CITY OF SOUTH BURLINGTON AS DEFINED IN VOL. 360, PGS 92-3 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS 0 Feet Graphic Scale 30 60 90 15°± VT G r i d M a g n e t i c Gary Bourne & 764 Shelburne Road, LLC. Parcel ID#'s:1700-00031,1540-00760, 1540-00764 31 Swift St., 760 Shelburne Rd., & 764 Shelburne Rd. South Burlington, Vermont Subdivision of Lands of MJB & DLH 08/03/2022 1"=30' DLH & DBM 22-523 N/A S1-01 22-523 SOUTH BURLINGTON CITY CLERK'S OFFICE RECEIVED FOR RECORD AT _____________ O'CLOCK ____________ MINUTES ________ M ______________________________________A.D. 202_________ AND RECORDED IN SLIDE_______________________ATTEST ____________________________________ CITY CLERK Parcel ID#:1540-00792 MOUNTAHA HANDY REVOCABLE TRUST v. 691 p. 28-32 Parcel ID#: 1700-00045 TKHS, LLC v. 1059 p. 134 Parcel ID#:1540-00730 THERESA M. LEE LIVING TRUST v. 924 p. 137-139 Parcel ID#: 1700-00031 LOT 3 GARY BOURNE v. 326 p. 50-52 31 SWIFT STREET 16,575 S.F. BEFORE 46,359 S.F. AFTER NOTES 1. THIS PLAT WAS COMPILED FROM FIELD SURVEYS AND RECORD RESEARCH, INCLUDING THE USE OF THE FOLLOWING PLANS; A. "SURVEY AND PLOT PLAN FOR LEE AND LEE REALTY, SO. BURLINGTON, VT" DATED OCTOBER 30, 1973, BY JAMES G. HARVELL, L.S. AS RECORDED IN SLIDE 101.5 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. B."PLAT OF SURVEY, ARTHUR R. GOYETTE, JR & ELIZABETH E. GOYETTE PROPERTY, 0.68 AC., SWIFT STREET, SOUTH BURLINGTON, VT" DATED MAY, 1997 BY WARREN A. ROBENSTIEN L.S., AS RECORDED IN SLIDE 309.3 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. C."PLAN SHOWING ANNEX TO HANDY PROPERTY FROM KELLY & JENNINGS, SHELBURNE RD., SO. BURL., VT." DATED JAN., 1992, BY WARREN A. ROBENSTIEN, L.S. AS RECORDED IN SLIDE 253 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. 2.BEARINGS ARE BASED ON STATIC GPS OBSERVATIONS TAKEN ON AUGUST 23, 2021 NAD 83 (2011) 3. THESE PROPERTIES MAY BE SUBJECT TO OTHER EASEMENTS, RIGHTS-OF-WAY AND/OR COVENANTS. 4. THE RIGHT OF WAY WIDTH FOR SWIFT ST. OF 49.5' IS BASED UPON PLANS OF RECORD. THE EASTERLY RIGHT OF WAY LIMITS FOR VERMONT ROUTE 7 ARE BASED ON SHEET 42 OF 100 OF THE PLANS FOR PROJECT BURLINGTON M 5000(1) AS PROVIDED BY STATE OF VERMONT AGENCY OF TRANSPORTATION THROUGH THEIR CONSULTANT CLOUGH HARBOUR ENGINEERING CONSULTING. 5.REBARS SET ARE NO. 5 REINFORCING BARS WITH ALUMINUM CAPS STAMPED "TCE LAND SURVEYING, LS 656"AND ALL MONUMENTATION FOUND IS AS NOTED. 6.LOT 3 APPEARS TO BE SUBJECT TO AN EASEMENT OF UNDEFINED WIDTH TO NEW ENGLAND TELEPHONE AND TELEGRAPH COMPANY AS DESCRIBED IN VOL. 397, PG. 256 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. THE LOCATION IS GENERALLY DESCRIBED AS RUNNING FROM SWIFT STREET BEHIND BOURNE'S TEXACO TO THE PIZZA HUT RESTAURANT. 7.LOT 3 APPEARS TO BE BURDENED BY A 10' WIDE PIPELINE EASEMENT, CENTERED ON THE GAS SERVICE FROM SWIFT STREET TO THE BUILDING, TO VERMONT GAS SYSTEMS, INC. AS RECORDED IN VOL. 270, PG. 373 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. 8.THERE WAS A 1/2" IRON PIPE FOUND LEANING AGAINST THE 1/2" IRON ROD SHOWN AT THE SOUTHEASTERLY CORNER OF LOT 2. 9.THE PURPOSE OF THIS PLAN IS TO SHOW THE DISSOLVING OF THE PROPERTY LINES BETWEEN LOTS 1, 2 AND 3. N/F LEGEND: EXISTING PROPERTY LINE ABUTTING PROPERTY LINE EXISTING PROPERTY LINE PROPOSED TO BE REMOVED PROPOSED NEW PROPERTY LINE SIDELINE OF EASEMENT CHAIN LINK FENCE OVERHEAD WIRE NOW OR FORMERLY IRON PIPE FOUND (IPF) CONCRETE MONUMENT FOUND (CMF) IRON REBAR (TO BE SET) IRON REBAR FOUND SURVEY POINT - NO MARKER FOUND OR SET Th i s p l a t w a s c r e a t e d u s i n g p i g m e n t b a s e d i n k o n s t a b l e m e d i a DescriptionRevisions ByDate# Date: Scale: Drawn By:Crd file: Sheet:Surveyed By: ST A T E OF VER M O N T L A N D S U R V E Y OR LICEN E DS GERALD M. STOCKMAN No. 109298 Field Bk: Project #: 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___________________________________ OHP DLH2-7-23RECONFIGURED LOTS1 Parcel ID#: 1540-00760 LOT 1 GARY BOURNE v. 188 p. 137-138 760 SHELBURNE ROAD 17,553 S.F. BEFORE 8,054 S.F. AFTER Parcel ID#: 1540-00764 LOT 2 764 SHELBURNE ROAD, LLC v. 1035 p. 233-234 764 SHELBURNE ROAD 26,572 S.F. BEFORE 6,287 S.F. AFTER PROJECT LOCATION AN EASEMENT IN COMMON IS PROPOSED BENEFITING ALL PUD LOTS GRANTING ACCESS TO ALL UTILITIES FOR INSTALLATION AND MAINTENANCE AN EASEMENT IN COMMON IS PROPOSED BENEFITING ALL PUD LOTS FOR ACCESS AND MAINTENANCE TO ALL VEHICULAR AND PEDESTRIAN INFRASTRUCTURE. EXISTING RESTAURANT EXISTING GAS STATION EXISTING GAS STATION CANOPY EXISTING GAS STORAGE TANKS EXISTING COMMERCIAL BUILDING 16'-8"3'-3"16'-11"3'-01 2"13'-61 2"3'-01 2"10'-4"2'-0"9'-111 2" 78'-91 2" 45 ' - 7 1 2" 9' - 1 1 1 2" 2' - 0 " 26 ' - 1 1 " 3' - 9 " 3' - 0 " 16'-8"20'-2"3'-01 2"13'-61 2"3'-01 2"16'-11"3'-9" 12 ' - 4 " 3' - 4 " 2' - 7 " 3' - 6 " 21 ' - 3 " EAST ELEVATION (PRIMARY PARKING) NO R T H E L E V A T I O N ( S W I F T P A R K I N G ) SO U T H E L E V A T I O N ( F U T U R E S T O R E ) WEST ELEVATION (SHELBURNE STREET) LONG TERM BICYCLE STORAGE +/- 3,350 SQ. FT. A-1 PROPOSED PLAN JPMORGAN CHASE BANK 720 Shelburne Road 1521451-00 05/23/2023 PROJECT SEAL SCALE PROJECT NO. DATE DRAWING IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. TPG ARCHITECTURE, LLP 132 WEST 31ST STREET, 5TH FLOOR, NEW YORK, NY 10001 212.768.0800 | TPGARCHITECTURE.COM 31 PENN PLAZA DOB PAGE NYC DOB NO. CAD FILE NO. DWG NO. SOUTH BURLINGTON Burlington, VT 05403 NO T F O R C O N S T R U C T I O N 1 PROPOSED PLAN SCALE: 1/4"=1'-0" DASHED LINE INDICATES FUTURE PHOTOVOLTAIC PANEL ARRAY AREA. AREA FOR FUTURE PV PANELS SHALL BE CLEAR OF ALL SURFACE-MOUNTED CONDUITS, CONDESATE DRAINS AND OTHER INFRASTRUCTURE. STRUCTURAL LOADING IS 10 PSF AT FLAT ROOFS. 1 ROOF PLAN SCALE: 1/4"=1'-0" A-2 ROOF PLAN JPMORGAN CHASE BANK 720 Shelburne Road 1521451-00 05/23/2023 PROJECT SEAL SCALE PROJECT NO. DATE DRAWING IN CONSIDERATION OF RECEIVING DRAWINGS FROM TPG ARCHITECTURE LLP IN AN ELECTRONIC FORM, THE RECIPIENT AGREES, TO THE FULLEST EXTENT PERMITTED BY LAW, TO HOLD HARMLESS AND INDEMNIFY TPG ARCHITECTURE LLP FROM AND AGAINST ALL CLAIMS, LIABILITIES, LOSSES, DAMAGES, AND COSTS, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF, OR IN ANY WAY CONNECTED WITH THE USE, RE-USE, MIS-USE, MODIFICATION, OR MISINTERPRETATION OF THE MACHINE-READABLE INFORMATION PROVIDED BY TPG ARCHITECTURE LLP UNDER THIS AGREEMENT. TPG ARCHITECTURE, LLP 132 WEST 31ST STREET, 5TH FLOOR, NEW YORK, NY 10001 212.768.0800 | TPGARCHITECTURE.COM 31 PENN PLAZA DOB PAGE NYC DOB NO. CAD FILE NO. DWG NO. SOUTH BURLINGTON Burlington, VT 05403 NO T F O R C O N S T R U C T I O N Nichiha Panel(Ash)Nichiha Panel (Bark) Black Anodized Mullions ACM Panels Chase SilverChiseled Limestone(Cream) NO R T H Rabideau Architects 550 Hinesburg Road Suite 101 South Burlington. VT 05403 802 863 0222 Rabideau-Architects.com DRAWING INDEXARCHITECTURAL SYMBOLS 214 A B 12 CL 2 5 12 102.5' A 107 TITLE LINE DWG. NO. SHEET NO. DWG. NAME ELEVATION NO. SHEET NO. SECTION NO. SHEET NO. ELEVATION SECTION MARKER DETAIL MARKER DOOR NUMBER WINDOW TYPE REFERENCE GRID CENTER LINE ROOM NUMBER ELEVATION TAG SPOT ELEVATION PARTITION TYPE ROOF SLOPE INDICATION REVISION NORTH ARROW CHANGE IN ELEVATION1" DN. 7/ 1 7 / 2 0 2 3 1 0 : 5 7 : 0 2 A M MIXED-USE BUILDING SOUTH BURLINGTON, VERMONT BOURNE PROPERTIES ARCHITECTURAL SHEET LIST SHEET #SHEET NAME A101 FIRST FLOOR PLAN A102 SECOND FLOOR PLAN A103 ROOF PLAN A201 EXTERIOR ELEVATIONS A202 EXTERIOR ELEVATIONS A501 WALL SECTION 'A' A901 3D VIEWS UNIT COUNT BREAKDOWN NAME UNIT TYPE AREA COUNT TWO BEDROOM - INCLUSIONARY TYPE 'A'965.78 SF 1 TWO BEDROOM TYPE 'B'991.97 SF 1 ONE BEDROOM TYPE 'C'819.62 SF 1 TOTAL # OF UNITS 3 REVISIONS No.Description Date D PRELIMINARY / FINAL PLAT SUBMISSION 01/20/2023 1 COORDINATION SET 01/25/2023 E PRELIMINARY / FINAL PLAT SUBMISSION - SIGNS REMOVED 02/07/2023 2 SIDING AND FLOOR TYPE REVISIONS 02/20/2023 F REVISED PER STAFF COMMENTS 03/06/2023 1 1 A A D D 2 2 3 3 LEASE SPACE # 2 2010 SQUARE FEET B B 4 4 LEASE SPACE # 1 903 SQUARE FEET C C 19' - 4"13' - 8"34' - 0" 67' - 0" 5 1/2" 25' - 7" 5 1/2" 3' - 8 1/2" 3 1/2" 2' - 6" 5 1/2" 33' - 1" 5 1/2" 19' - 4"13' - 8"34' - 0" 67' - 0" BIKE STORAGE 104 47 ' - 0 " 1' - 0 " 45 ' - 0 " 1' - 0 " 5 1 / 2 " 46 ' - 1 " 5 1 / 2 " 4' - 4 1 / 2 " 9' - 4 " 9' - 4 " 9' - 4 " 9' - 4 " 4' - 4 1 / 2 " 5 1/2" 18' - 5" 5 1/2" 13' - 8" 5 1/2" 33' - 1" 5 1/2" 3' - 2 1/2"6' - 0"6' - 0"3' - 2 1/2" TOILET 107 MAIN ENTRY 3' - 2 1/2"12' - 0"3' - 2 1/2" 1' - 3 1/2" 4' - 0"1' - 5"2' - 5"14' - 1 1/2"14' - 1 1/2"2' - 5" 2' - 5"12' - 4"3' - 7"12' - 4"2' - 5"3' - 6"6' - 8"3' - 6" 3' - 3 " 13 ' - 0 " 13 ' - 7 " 13 ' - 0 " 3' - 3 " 5 1 / 2 " 46 ' - 1 " 5 1 / 2 " 1' - 0 " 45 ' - 0 " 1' - 0 " 47 ' - 0 " 1' - 0 " 3' - 1"3' - 2 1/2" VALVE CLOSET 105 18' - 5" 8" 47' - 0" 4' - 2 1/4"8"42' - 1 3/4" 1' - 5 1/4" 8" 6' - 6" 5 1/2" 33' - 1" 1' - 0 " 4' - 1 " 5 1 / 2 " 19 ' - 9 1 / 2 " 5 1 / 2 " 7' - 6 " 5 1 / 2 " 11 ' - 4 " 1' - 0 " 1' - 0 " 11 ' - 4 " 5 1 / 2 " 7' - 6 " 5 1 / 2 " 15 ' - 0 1 / 2 " 5 1 / 2 " 6' - 0 1 / 2 " 3 1 / 2 " 2' - 6 " 1' - 0 " 8" 4' - 1 " 7 1 1 1 1 1 3 1 347 7 7 7 7 7 7 7 7 7 101 105 102 103 104 A A A A A B A B B B G J K L JH 108 1 A460 1 A501 1 A502 RESIDENTIAL STAIR 103 1 A503 1 A504 1 A301 1 A301 107106 12' - 2 1/2" 5 1/2" 5' - 9"5' - 9" 5 1/2" 40' - 9 1/2" 7 A420 5 5 5 5 5 5 TOILET 106 M 101 102 NORTH Ra b i d e a u Ar c h i t e c t s 55 0 H i n e s b u r g R o a d Su i t e 1 0 1 So u t h B u r l i n g t o n . V T 0 5 4 0 3 80 2 8 6 3 0 2 2 2 Ra b i d e a u - A r c h i t e c t s . c o m © 2 0 1 3 R a b i d e a u A r c h i t e c t s , I N C . SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SC A L E : 1 / 4 " = 1 ' - 0 " E:\ r e v i t f i l e s \ 2 2 0 8 - B O U R N E S T E X A C O - S M A L L B U I L D I N G - 0 3 - 0 3 - 2 3 _ a l l e n @ r a b i d e a u - a r c h i t e c t s . c o m . r v t A101 FI R S T F L O O R P L A N MI X E D - U S E B U I L D I N G SO U T H B U R L I N G T O N , V E R M O N T 2208 BO U R N E P R O P E R T I E S 10/27/22 1/4" = 1'-0"1 FIRST FLOOR PLAN RE V I S I O N S No . De s c r i p t i o n Da t e D P R E L I M I N A R Y / F I N A L P L A T S U B M I S S I O N 01 / 2 0 / 2 0 2 3 1 C O O R D I N A T I O N S E T 01 / 2 5 / 2 0 2 3 E P R E L I M I N A R Y / F I N A L P L A T S U B M I S S I O N - S I G N S R E M O V E D 02 / 0 7 / 2 0 2 3 2 S I D I N G A N D F L O O R T Y P E R E V I S I O N S 02 / 2 0 / 2 0 2 3 F R E V I S E D P E R S T A F F C O M M E N T S 03 / 0 6 / 2 0 2 3 1 1 A A D D 2 2 3 3 B B 4 4 C C 67' - 0" 19' - 4"13' - 8"34' - 0" 6' - 4 1/2"5' - 8"2' - 0"4' - 1" 67' - 0" 19' - 4"13' - 8"34' - 0" 47 ' - 0 " 1' - 0 " 45 ' - 0 " 1' - 0 " 2-BEDROOM UNIT - INCLUSIONARY 201 1-BEDROOM UNIT 203 2-BEDROOM UNIT 202 MECHANICAL 202 47 ' - 0 " 8' - 7"7' - 11 1/2"3' - 11"3' - 9"8' - 7" 3' - 6"1' - 10"4' - 2 1/2"4' - 0"1' - 10 1/2"6' - 2"2' - 11 1/2"2' - 11"6' - 2"4' - 2 1/2" 5 1 / 2 " 12 ' - 1 1 / 8 " 3 1 / 2 " 12 ' - 1 7 / 8 " 8" 6' - 1 " 3 1 / 2 " 14 ' - 6 " 5 1 / 2 " 6' - 6 1 / 2 " 5' - 6 5 / 8 " 6' - 6 1 / 2 " 7' - 1 1 1 / 2 " 1' - 0 " 45 ' - 0 " 1' - 0 " 3' - 8 " 4' - 6 " 3' - 4 1 / 2 " 1' - 7 1 / 2 " 7' - 5 " 2' - 1 1 " 18' - 5"8"6' - 7 1/2"1' - 11" 5 1/2" 1' - 0" 5 1/2" 1 A501 1 A502 1 A503 1' - 9 1/2"3' - 6" 1 A504 CORRIDOR / STAIR 201 5' - 1 1 1 / 2 " 3 1 / 2 " 4' - 1 " 12' - 1" 3 1/2" 1' - 8 1/2" 3 1/2" 4' - 0 1/2" 1' - 1 1 " 2' - 2 " 3' - 3 1 / 2 " 2' - 1 1 1 / 2 " 7' - 4 1/2" 5 1/2" 3' - 3" EQ EQ 3' - 1 0 " 3 1 / 2 " 1' - 1 0 1 / 2 " 5 1 / 2 " 1' - 1 0 " 3 1 / 2 " 2' - 0 " 3 1 / 2 " 13 ' - 9 1 / 2 " EQ EQ EQ EQ EQ EQ 24 ' - 6 1 / 2 " 12 ' - 5 " 3 1 / 2 " 5' - 2 " 3 1 / 2 " 2' - 1 " 3 1 / 2 " 4' - 0 " 1' - 10" 5 1/2" 5' - 0 5/8" 3 1/2" 2' - 0 5/8" 3 1/2" 3' - 11 3/4" 3 1/2" 3' - 10" 3 1/2" 6' - 10 1/2" 2' - 0 3/4"1' - 11" 1' - 0 " 10' - 0" 5 1/2" 7' - 4 3/4" 3 1/2" 3' - 11 3/4" 3 1/2" 3' - 8" 5 1/2" 3' - 3 1/2" 3 1/2" 3' - 3 1/2" 3 1/2" 4' - 0" EQ EQ EQ EQ 4' - 11 1/2"1' - 11" 3 1 / 2 " 2' - 7 " 3 1 / 2 " 5' - 1 1 " 1' - 1 1 " 4' - 0 " EQ EQ 11 ' - 2 " 3 1 / 2 " 4' - 1 0 " 3 1 / 2 " 3' - 8 " 3 1 / 2 " 2' - 1 1 " 1' - 1 1 " EQ EQ 4' - 9 1/4" 3 1/2" 3' - 8" 3 1/2" 10' - 7 3/4" 3 1/2" 3' - 11 1/2" EQ EQ EQ EQ 1' - 11"2' - 0 1/2" 10 ' - 3 " 1' - 1 1 " 3 1/2" 2' - 8" 3 1/2" 3' - 5" 3 1/2" 5' - 8" 3' - 4 5 / 8 " 3 1 / 2 " 17 ' - 2 3 / 8 " 2' - 0 " 3 1 / 2 " 2' - 4" 2' - 8 " 2' - 1 " 1' - 1 1 " 1' - 1 1 " 2' - 1 1 " 8' - 6 1/2" 10 ' - 2 " 5 1 / 2 " 20 ' - 8 1 / 2 " 5 1 / 2 " 12 ' - 3 1 / 2 " 10' - 4 1/2" 3 1/2" 3' - 5" 3 1/2" 4' - 0 1/2"8"5' - 1 1/2" BEDROOM BEDROOM W.I.C. HALL CL O S E T LA U N D R Y CL O S E T BATH LAUNDRY KITCHEN COATS BEDROOM BEDROOM W.I.C. HALL BATH HALL LINEN COATS PANTRY COATS LA U N D R Y KITCHEN BATH W.I.C. BEDROOM LIVING / DINING LIVING / DINING LIVING / DINING KITCHEN D D D D D E E DDDDD DD G G C U4 U3 U2 U2 U2 U2 U1B U9 U4 U4 U1B U4 U3 U2 U4 201 U4 U8 U1A U3 U7 U5 U5 U6 CD CD CD SD SD SD SD SD SD SD SD SD FE FE FE FE 1 A301 1 A301 7 7 7 77 4 4 4 4 4 4 4 4 5 44 5 6 4 4 1 2 1 2 2 2 4 2 4 4 4 1 4 4 4 4 4 4 5 4 4 4 4 4 4 4 4 4 4 4 4 2 A460 ROOF HATCH ABOVE ROOF ACCESS LADDER A420 A420 A420 3 4 5 6 1 2 U4 4LINEN 3' - 9"1' - 11" 1' - 4"1' - 4" 12 ' - 2 " 3 1 / 2 " 2' - 0 1 / 2 " 3 1/2" 9' - 0" U6 3' - 0" 9 1 / 2 " 3 1 / 2 " 5' - 0 " 5 1/2" 18' - 5" 5 1/2" 5' - 4"8"2' - 1" 3 1/2" 5' - 3 1/2" 5 1/2" 8' - 2 1/2" 3 1/2" 11' - 0" 3 1/2" 13' - 3 1/2" 5 1/2" 3' - 2 1/2"6' - 0"6' - 0"3' - 2 1/2" DCD 4' - 4 1 / 2 " 5' - 4 1 / 2 " 5 1 / 2 " 10 ' - 6 " 3 1 / 2 " 10 ' - 4 " 3 1 / 2 " 5' - 0 " 3 1 / 2 " 8 1 / 2 " 5 1 / 2 " 8' - 2 " 3 1 / 2 " 9' - 9 " 5 1 / 2 " 4' - 4 1 / 2 " 6' - 1 1 / 2 " C C 5 1/2" 14' - 0 1/2" 3 1/2" 4' - 1" 5 1/2" 8' - 9" 5 1/2" 4' - 5 1/2" 5 1/2" 20' - 5 1/2" 3 1/2" 12' - 4" 5 1/2" 6' - 0 " 3 1 / 2 " 4' - 2 1 / 2 " 4' - 1 " 1' - 1 1 " SYMBOL LEGEND PHOTOELECTRIC-ONLY SMOKE ALARMS ARE REQUIRED TO BE INSTALLED IN ALL SLEEPING ROOMS, OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE SLEEPING ROOMS AND ON EACH LEVEL OF A DWELLING, INCLUDING THE BASEMENT. ALARMS MUST BE HARD-WIRED INTO THE HOME ELECTRICAL SYSTEM, AND MUST ALSO HAVE A BATTERY BACKUP. ALL SMOKE ALARMS SHALL BE INTERCONNECTED; IF ONE SOUNDS AN ALARM, THEY ALL SOUND AN ALARM. MOUNT SMOKE ALARMS ON FLAT CEILING NO CLOSER THAN 4" FROM THE ADJOINING WALL SURFACE. MOUNT SMOKE ALARMS ON WALLS NO CLOSER THAN 4", AND NOT FURTHER THAN 12" FROM THE ADJOINING CEILING SURFACE. DO NOT INSTALL A SMOKE ALARM WITHIN 36" OF A CEILING SUSPENDED FAN, A SUPPLY REGISTER, THE DOOR TO THE BATHROOM OR KITCHEN. COMBINATION PHOTOELECTRIC SMOKE AND CARBON MONOXIDE (CO) ALARMS ARE ACCEPTABLE FOR NEW INSTALLATIONS OR REPLACEMENTS. COMBINATION SMOKE ALARMS THAT INCLUDE IONIZATION AND PHOTOELECTRIC SENSORS IN THE SAME ALARM ARE NOT PERMITTED. PER 2015, VERMONT FIRE & BUILDING SAFETY CODE: NFPA 1, 13.6.3.1.1.4 PORTABLE FIRE EXTINGUISHERS INSIDE INDIVIDUAL APARTMENT OR CONDO UNITS SHALL BE PERMITTED TO BE 2-1/2 POUND DRY CHEMICAL CAPACITY. CARBON MONOXIDE (C0) DETECTORS SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS FOR ALL MULTI-FAMILY DWELLINGS. AN ADDITIONAL CO DETECTOR SHALL BE INSTALLED IN ANY SLEEPING ROOM THAT CONTAINS A FUEL-BURNING APPLIANCE. CO DETECTORS TO BE INSTALLED IN ACCORDANCE WITH NFPA 720. CO DETECTORS SHALL BE DIRECTLY WIRED TO A NON-DEDICATED ELECTRICAL BRANCH CIRCUIT FOR THE BUILDING WITH BATTERY BACK-UP. FE SD CD GENERAL NOTES: 1.ORIENTATION OF DWELLING UNITS MAY VARY. SEE OVERALL FLOOR PLANS FOR ACTUAL LOCATIONS AND ORIENTATIONS. 2.AT WALLS BETWEEN ADJACENT ROOMS, ELECTRICAL OUTLET LOCATIONS, INCLUDING TV AND TELEPHONE OUTLETS, SHALL BE OFFSET 6" MIN. HORIZONTALLY FOR INSTALLATION. BACK TO BACK OUTLETS ARE NOT ALLOWED. (SEE DETAIL). 3.VERIFY TUB AND SHOWER SIZES PRIOR TO FRAMING SURROUNDING WALLS. NOTE THAT GYPSUM BOARD MUST BE CONTINUOUS BEHIND TUBS AND SHOWERS THAT ARE LOCATED ADJACENT TO RATED WALLS. 4.SEE SHEET A802 FOR REQUIREMENTS FOR USABLE KITCHENS AND USABLE BATHROOMS. 5.WALL BLOCKING MUST BE INSTALLED IN WALL LOCATIONS INDICATED BY THIS HATCH: SEE SHEET A802 FOR DIMENSIONAL REQUIREMENTS. FAIR HOUSING - ADAPTABLE NOTES: REFER TO A802 FOR FULL FAIR HOUSING GUIDELINES ADAPTABLE -A COMBINATION OF ACCESSIBLE AND ADAPTABLE ELEMENTS FOR MULTI-FAMILY DWELLING UNITS INCLUDING: 1.AT LEAST ONE BUILDING ENTRANCE ON AN ACCESSIBLE ROUTE. 2.THE PUBLIC AND COMMON USE AREAS ARE READILY ACCESSIBLE TO AND ARE USEABLE BY PEOPLE WITH DISABILITIES. 3.USABLE DOORS THAT ARE AT LEAST 34" WIDE PROVIDING A CLEAR OPENING OF AT LEAST 32", AND A THRESHOLD NOT GREATER THAN ½", TO ALLOW PASSAGE INTO AND WITHIN ALL DWELLING UNITS. 4.A ROUTE INTO AND THROUGH SINGLE STORY DWELLING UNITS, OR THROUGH THE PRIMARY LEVEL OF MULTI- STORY DWELLINGS UNITS, 36" WIDE, WITH 32" DOORWAYS AND LACKING ABRUPT CHANGES IN FLOOR SURFACE OR ELEVATION, SO THAT RESIDENTS AND GUESTS WITH DISABILITIES CAN SAFELY USE ALL ROOMS AND SPACES EXCEPT A BASEMENT AND GARAGE AND EITHER A RAISED OR SUNKEN AREA. THE ROUTE SHALL BE CONTINUOUS THROUGHOUT THE DWELLING UNIT AND NOT BE INTERRUPTED BY THE RAISED OR SUNKEN AREA. NO PART OF A KITCHEN OR BATHROOM MAY BE LOCATED IN A RAISED OR SUNKEN AREA UNLESS AN ACCESSIBLE ROUTE IS PROVIDED FOR THAT AREA. THE PRIMARY LEVEL OF MULTI-STORY DWELLINGS UNITS SHALL CONTAIN A USABLE BATHROOM OR POWDER ROOM. 5.LIGHT SWITCHES, ELECTRICAL OUTLETS AND ENVIRONMENTAL CONTROLS INCLUDING THERMOSTATS FOR HEATING, AIR-CONDITIONING AND VENTILATION SYSTEMS SHALL BE LOCATED WITHIN 15" TO 48" OFF THE FLOOR FOR FRONT REACH LIMITS AND 9" TO 54" FOR SIDE REACH LIMITS. 6.REINFORCEMENTS IN BATHROOM WALLS TO ALLOW LATER INSTALLATION OF GRAB BARS AROUND THE TOILET, TUB, SHOWER STALL AND SHOWER SEAT, WHERE SUCH FACILITIES ARE PROVIDED. 7.USEABLE KITCHENS AND BATHROOMS, DESIGNED SUCH THAT AN INDIVIDUAL IN A WHEELCHAIR CAN MANEUVER ABOUT THE SPACE, IN ACCORDANCE WITH THE MANDATORY PROVISIONS OF THE FAIR HOUSING ACT DESIGN MANUAL CHAPTER 7. NORTH Ra b i d e a u Ar c h i t e c t s 55 0 H i n e s b u r g R o a d Su i t e 1 0 1 So u t h B u r l i n g t o n . V T 0 5 4 0 3 80 2 8 6 3 0 2 2 2 Ra b i d e a u - A r c h i t e c t s . c o m © 2 0 1 3 R a b i d e a u A r c h i t e c t s , I N C . SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SC A L E : 1 / 4 " = 1 ' - 0 " E:\ r e v i t f i l e s \ 2 2 0 8 - B O U R N E S T E X A C O - S M A L L B U I L D I N G - 0 3 - 0 3 - 2 3 _ a l l e n @ r a b i d e a u - a r c h i t e c t s . c o m . r v t A102 SE C O N D F L O O R P L A N MI X E D - U S E B U I L D I N G SO U T H B U R L I N G T O N , V E R M O N T 2208 BO U R N E P R O P E R T I E S 10/27/22 1/4" = 1'-0"1 SECOND FLOOR PLAN RE V I S I O N S No . De s c r i p t i o n Da t e D P R E L I M I N A R Y / F I N A L P L A T S U B M I S S I O N 01 / 2 0 / 2 0 2 3 1 C O O R D I N A T I O N S E T 01 / 2 5 / 2 0 2 3 E P R E L I M I N A R Y / F I N A L P L A T S U B M I S S I O N - S I G N S R E M O V E D 02 / 0 7 / 2 0 2 3 2 S I D I N G A N D F L O O R T Y P E R E V I S I O N S 02 / 2 0 / 2 0 2 3 F R E V I S E D P E R S T A F F C O M M E N T S 03 / 0 6 / 2 0 2 3 1 1 A A D D 2 2 3 3 B B 4 4 C C 1 A501 1 A502 1 A503 1 A504 8 A710 2 A103 TYP. 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12" 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/4" / 12"1/4" / 12" PREFINISHED 20-GAUGE MIN. COPING. ALL LAP JOINTS SHALL BE FORMED AND ALL FASTENERS SHALL BE CONCEALED. COLOR: BLACK PROVIDE TAPERED INSULATION BOARDS FOR ROOF DRAINAGE. PREFINISHED 20-GAUGE MIN. COPING. ALL LAP JOINTS SHALL BE FORMED AND ALL FASTENERS SHALL BE CONCEALED. COLOR: BLACK PROVIDE TAPERED INSULATION BOARDS FOR ROOF DRAINAGE. 60 MIL. TPO MEMBRANE ROOFING SYSTEM. 'RHINOBOND' SYSTEM ORAPPROVED EQUAL. 60 MIL. TPO MEMBRANE ROOFING SYSTEM. 'RHINOBOND' SYSTEM OR APPROVED EQUAL. 60 MIL. TPO MEMBRANE ROOFING SYSTEM. 'RHINOBOND' SYSTEM OR APPROVED EQUAL. EXTEND ROOF MEMBRANE UP WALLS AND OVER TOP OF PARAPET. SEAL UNDER ROOF COPING. EXTEND ROOF MEMBRANE UP WALLS AND OVER TOP OF PARAPET. SEAL UNDER ROOF COPING. EXTEND ROOF MEMBRANE UP WALL 18" MIN. AND SEAL TO WALL SHEATHING. EXTERIOR WEATHER BARRIER TO OVERLAP ROOF MEMBRANE A MIN. OF 6". TAPE AND SEAL ALL SEAMS. APPLY 'BITUTHANE' ICE AND WATER SHIELD UP SIDEWALLS OF ADJACENT WALLS A MIN OF 2'-0" VERTICALLY (WHERE ALLOWED) AND ALONG ROOF SURFACE A MIN. OF 2'-0" HORIZONTALLY. REDUNDANT ROOF DRAIN REQUIRED PER SECTION 1108.2 OF THE INTERNATIONAL PLUMBING CODE. REDUNDANT DRAIN SHALL DISCHARGE IN ACCORDANCE WITH SECTION 1108.2 OF THE IPC. (PROVIDE MODEL #Z165 BY 'ZURN' OR APPROVED EQUAL. PROVIDE 'BILCO E-50TB" INSULATED ROOF HATCH, OR APPROVED EQUAL EXTEND ROOF MEMBRANE UP WALLS AND OVER TOP OF PARAPET. SEAL UNDER ROOF COPING. 1 A301 1 A301 PROVIDE TAPERED INSULATION BOARDS FOR ROOF DRAINAGE. PROVIDE TAPERED INSULATION BOARDS FOR ROOF DRAINAGE. EXTEND ROOF MEMBRANE UP WALLS AND OVER TOP OF PARAPET. SEAL UNDER ROOF COPING. SOLAR READY ZONE (SHOWN SHADED) 1,516 SF 53% OF TOTAL ROOF AREA ROOF DRAIN PROVIDE 6" MIN . INSULATION AT ROOF DRAINS AND SLOPE TO ROOF EDGE AS REQUIRED TO PROVIDE POSITIVE DRAINAGE AT A PITCH OF 1/4" PER FOOT (MIN.) SEE SECTIONS FOR REQUIRED AVERAGE R- VALUE. TAPERED POLYISOCYANURATE RIGID INSULATION @ ROOF DRAIN SPRAY FOAM INSULATION @ UNDERSIDE OF ROOF DRAINS, PROVIDE R-20 MIN. (TYP.) SLOPE DOWN, ± 1/4 IN/FT RO O F E D G E H.P. SLOPE DOWN, ± 1/4 IN/FT RO O F E D G E H.P. SLOPE DOWN, ± 1/4 IN/FT MIN I M U N 6" SUMP AROUND DRAIN 2' - 0" TYPICAL SEE HORIZONTAL ASSEMBLIES FOR ROOF CONSTRUCTION DETAILS. ROOF NOTES: 1.ROOF MEMBRANE SHALL BE 60 MIL. SINGLE PLY TPO FASTENED WITH RHINO-BOND SYSTEM. COLOR TO BE GRAY. 2.SHEET METAL COPING/GRAVEL STOP SHALL BE PRE-FINISHED ALUMINUM, 20 GAUGE. COLOR AS SELECTED BE ARCHITECT. 3.ROOF DRAINAGE AND WALK-WAY PADS WITHIN THE ROOF-TOP EQUIP. SPACE SHALL BE DETERMINED BASED ON LAYOUT OF MECHANICAL EQUIPMENT. 4.SECONDARY (EMERGENCY OVERFLOW) DRAINS ARE REQUIRED IN ACCORDANCE WITH SECTION 1108.2 OF THE INTERNATIONAL PLUMBING CODE. 5.SLOPE 1/4" PER FOOT MIN. IS REQUIRED TO PROVIDE POSITIVE DRAINAGE TO ROOF DRAINS. 6.AVERAGE ROOF INSULATION VALUE TO BE R-44 MIN. PROVIDE MINIMUM 6" THICK AT ALL ROOF DRAIN LOCATIONS. NORTH Ra b i d e a u Ar c h i t e c t s 55 0 H i n e s b u r g R o a d Su i t e 1 0 1 So u t h B u r l i n g t o n . V T 0 5 4 0 3 80 2 8 6 3 0 2 2 2 Ra b i d e a u - A r c h i t e c t s . c o m © 2 0 1 3 R a b i d e a u A r c h i t e c t s , I N C . SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SC A L E : A s i n d i c a t e d E:\ r e v i t f i l e s \ 2 2 0 8 - B O U R N E S T E X A C O - S M A L L B U I L D I N G - 0 3 - 0 3 - 2 3 _ a l l e n @ r a b i d e a u - a r c h i t e c t s . c o m . r v t A103 RO O F P L A N MI X E D - U S E B U I L D I N G SO U T H B U R L I N G T O N , V E R M O N T 2208 BO U R N E P R O P E R T I E S 10/27/22 RE V I S I O N S No . De s c r i p t i o n Da t e C R E V I S E D P E R C I V I L C O O R D I N A T I O N 12 / 1 6 / 2 0 2 2 D P R E L I M I N A R Y / F I N A L P L A T S U B M I S S I O N 01 / 2 0 / 2 0 2 3 1 C O O R D I N A T I O N S E T 01 / 2 5 / 2 0 2 3 2 S I D I N G A N D F L O O R T Y P E R E V I S I O N S 02 / 2 0 / 2 0 2 3 G S O L A R Z O N E A D D E D 03 / 2 3 / 2 0 2 3 1/4" = 1'-0"1 ROOF PLAN 1 1/2" = 1'-0"2 ROOF DRAIN DETAIL SECOND FLOOR223'-4" FIRST FLOOR212'-0" 1 ROOF DECK233'-0" 2 3 4 E-2 E-3 E-4 E-4 E-5 E-6 E-7 E-8 E-10 E-11 E-13 E-12 E-13 E-12 E-13 AVERAGE PRE-CONSTRUCTION GRADE (211 FEET) 1 A503 L-1 L-1L-1 E-1 E-9 BU I L D I N G H E I G H T 26 ' - 8 " FACADE LENGTH 67' - 0" GLAZING 3' - 0" GLAZING 4' - 0" GLAZING 3' - 0" GLAZING 3' - 0" GLAZING 3' - 0" GLAZING 12' - 4" GLAZING 12' - 4" SECOND FLOOR223'-4" FIRST FLOOR212'-0" A ROOF DECK233'-0" D BC E-3 E-4 E-6E-6 E-7 E-8 E-11 E-11 E-13 E-12 E-13 1 A504 1 A301 E-4 POSSIBLE OPAQUE GLAZING LOCATIONS (SHOWN SHADED) FACADE LENGTH GLAZING LENGTH GLAZING PERCENTAGE PRIMARY FACADE GLAZING 67'-0"40'-8"61% Ra b i d e a u Ar c h i t e c t s 55 0 H i n e s b u r g R o a d Su i t e 1 0 1 So u t h B u r l i n g t o n . V T 0 5 4 0 3 80 2 8 6 3 0 2 2 2 Ra b i d e a u - A r c h i t e c t s . c o m © 2 0 1 3 R a b i d e a u A r c h i t e c t s , I N C . SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SC A L E : A s i n d i c a t e d E:\ r e v i t f i l e s \ 2 2 0 8 - B O U R N E S T E X A C O - S M A L L B U I L D I N G - 0 3 - 0 3 - 2 3 _ a l l e n @ r a b i d e a u - a r c h i t e c t s . c o m . r v t A201 EX T E R I O R E L E V A T I O N S MI X E D - U S E B U I L D I N G SO U T H B U R L I N G T O N , V E R M O N T 2208 BO U R N E P R O P E R T I E S 10/27/22 1/4" = 1'-0"1 WEST ELEVATION 1/4" = 1'-0"2 SOUTH ELEVATION EXTERIOR MATERIAL LEGEND E-1 SIDING TYPE ONE - METAL PANEL SIDING. 'ATAS' STERRACORE WALL PANEL, ORIENTATION AS SHOWN. COLOR: CHARCOAL GREY. BID ALTERNATE: 'HARDIE' PANEL SIDING. COLOR: IRON GRAY E-2 SIDING TYPE TWO - METAL PANEL SIDING. 'METALSPAN' DESIGNER SERIES 16" FLUTED, VERTICAL ORIENTATION. COLOR: TERRACOTTA E-3 SIDING TYPE THREE - METAL PANEL SIDING. 'ATAS' STERRACORE WALL PANEL, ORIENTATION AS SHOWN. COLOR: DOVE GREY. BID ALTERNATE: 'HARDIE' PANEL SIDING. COLOR: PEARL GRAY E-4 SIDING TYPE FOUR- COURSED GRANITE. COLOR AS SELECTED. E-5 ENTRY DOOR - SEE DOOR SCHEDULE FOR SIZE AND MATERIAL. DOORS MUST MEET U-VALUE SPECIFIED IN BUILDING ENVELOPE REQUIREMENTS ON SHEET A010. COLOR: BLACK E-6 STOREFRONT -PROVIDE SYSTEM AND COMPONENTS WITH THERMALLY BROKEN FRAME AND INSULATED GLASS. STOREFRONT MUST MEET U-VALUE SPECIFIED IN BUILDING ENVELOPE REQUIREMENTS ON SHEET A010. COLOR: BLACK. ( SEE WINDOW SCHEDULE ) E-7 WINDOWS - FIBERGLASS OR COMPOSITE. WINDOWS MUST MEET U-VALUE SPECIFIED IN BUILDING ENVELOPE REQUIREMENTS ON SHEET A010. COLOR: BLACK. ( SEE WINDOW SCHEDULE ) E-8 WINDOW TRIM: 5/4" x 4" 'HARDIE TRIM' FIBER CEMENT BOARDS. COLOR AS SELECTED. E-9 GRANITE SILL COURSE. COLOR AS SELECTED E-10 STEEL TRIM - C CHANNEL IN SIZES INDICATED. COLOR: BLACK E-11 ENTRY CANOPY - STEEL AND GLASS ENTRY CANOPY E-12 TRIM - 5/4" 'HARDIE TRIM' FIBER CEMENT BOARDS IN SIZES INDICATED. (SEE SECTIONS) COLOR AS SELECTED E-13 PREFINISHED 20-GAUGE MIN. COPING. ALL LAP JOINTS SHALL BE FORMED AND ALL FASTENERS SHALL BE CONCEALED. COLOR: BLACK L-1 EXTERIOR WALL MOUNTED LIGHTING FIXTURE. 'TWILIGHT' BY MODERM FORMS. MODEL NUMBER WS-W5516-BK. BLACK FINISH. RE V I S I O N S No . De s c r i p t i o n Da t e D P R E L I M I N A R Y / F I N A L P L A T S U B M I S S I O N 01 / 2 0 / 2 0 2 3 1 C O O R D I N A T I O N S E T 01 / 2 5 / 2 0 2 3 E P R E L I M I N A R Y / F I N A L P L A T S U B M I S S I O N - S I G N S R E M O V E D 02 / 0 7 / 2 0 2 3 2 S I D I N G A N D F L O O R T Y P E R E V I S I O N S 02 / 2 0 / 2 0 2 3 F R E V I S E D P E R S T A F F C O M M E N T S 03 / 0 6 / 2 0 2 3 TRANSPARENT GLAZING SCHEDULE TOTAL GLAZING OPENING - TRANSPARENT OPENING - OPAQUE TRANSPARENT GLAZING PERCENTAGE 1426.00 SF 1081.00 SF 345.00 SF 76% SECOND FLOOR223'-4" FIRST FLOOR212'-0" 1 ROOF DECK 233'-0" 234 E-2 E-3 E-4 E-5 E-5E-6 E-6 E-7 E-8 E-1 E-11 E-11 E-10 E-12 E-13 E-13 E-5 1 A502 L-1 L-1 L-1 L-1 L-1 E-4 E-9 E-10 POSSIBLE OPAQUE GLAZING LOCATIONS (SHOWN SHADED) SECOND FLOOR 223'-4" FIRST FLOOR 212'-0" A ROOF DECK233'-0" D E-4 E-7 E-8 E-1 E-11 E-11 E-12E-13 E-10 1 A501 1 A301 E-9 Ra b i d e a u Ar c h i t e c t s 55 0 H i n e s b u r g R o a d Su i t e 1 0 1 So u t h B u r l i n g t o n . V T 0 5 4 0 3 80 2 8 6 3 0 2 2 2 Ra b i d e a u - A r c h i t e c t s . c o m © 2 0 1 3 R a b i d e a u A r c h i t e c t s , I N C . SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SC A L E : 1 / 4 " = 1 ' - 0 " E:\ r e v i t f i l e s \ 2 2 0 8 - B O U R N E S T E X A C O - S M A L L B U I L D I N G - 0 3 - 0 3 - 2 3 _ a l l e n @ r a b i d e a u - a r c h i t e c t s . c o m . r v t A202 EX T E R I O R E L E V A T I O N S MI X E D - U S E B U I L D I N G SO U T H B U R L I N G T O N , V E R M O N T 2208 BO U R N E P R O P E R T I E S 10/27/22 EXTERIOR MATERIAL LEGEND E-1 SIDING TYPE ONE - METAL PANEL SIDING. 'ATAS' STERRACORE WALL PANEL, ORIENTATION AS SHOWN. COLOR: CHARCOAL GREY. BID ALTERNATE: 'HARDIE' PANEL SIDING. COLOR: IRON GRAY E-2 SIDING TYPE TWO - METAL PANEL SIDING. 'METALSPAN' DESIGNER SERIES 16" FLUTED, VERTICAL ORIENTATION. COLOR: TERRACOTTA E-3 SIDING TYPE THREE - METAL PANEL SIDING. 'ATAS' STERRACORE WALL PANEL, ORIENTATION AS SHOWN. COLOR: DOVE GREY. BID ALTERNATE: 'HARDIE' PANEL SIDING. COLOR: PEARL GRAY E-4 SIDING TYPE FOUR- COURSED GRANITE. COLOR AS SELECTED. E-5 ENTRY DOOR - SEE DOOR SCHEDULE FOR SIZE AND MATERIAL. DOORS MUST MEET U-VALUE SPECIFIED IN BUILDING ENVELOPE REQUIREMENTS ON SHEET A010. COLOR: BLACK E-6 STOREFRONT -PROVIDE SYSTEM AND COMPONENTS WITH THERMALLY BROKEN FRAME AND INSULATED GLASS. STOREFRONT MUST MEET U-VALUE SPECIFIED IN BUILDING ENVELOPE REQUIREMENTS ON SHEET A010. COLOR: BLACK. ( SEE WINDOW SCHEDULE ) E-7 WINDOWS - FIBERGLASS OR COMPOSITE. WINDOWS MUST MEET U-VALUE SPECIFIED IN BUILDING ENVELOPE REQUIREMENTS ON SHEET A010. COLOR: BLACK. ( SEE WINDOW SCHEDULE ) E-8 WINDOW TRIM: 5/4" x 4" 'HARDIE TRIM' FIBER CEMENT BOARDS. COLOR AS SELECTED. E-9 GRANITE SILL COURSE. COLOR AS SELECTED E-10 STEEL TRIM - C CHANNEL IN SIZES INDICATED. COLOR: BLACK E-11 ENTRY CANOPY - STEEL AND GLASS ENTRY CANOPY E-12 TRIM - 5/4" 'HARDIE TRIM' FIBER CEMENT BOARDS IN SIZES INDICATED. (SEE SECTIONS) COLOR AS SELECTED E-13 PREFINISHED 20-GAUGE MIN. COPING. ALL LAP JOINTS SHALL BE FORMED AND ALL FASTENERS SHALL BE CONCEALED. COLOR: BLACK L-1 EXTERIOR WALL MOUNTED LIGHTING FIXTURE. 'TWILIGHT' BY MODERM FORMS. MODEL NUMBER WS-W5516-BK. BLACK FINISH. 1/4" = 1'-0"1 EAST ELEVATION 1/4" = 1'-0"2 NORTH ELEVATION RE V I S I O N S No . De s c r i p t i o n Da t e D P R E L I M I N A R Y / F I N A L P L A T S U B M I S S I O N 01 / 2 0 / 2 0 2 3 1 C O O R D I N A T I O N S E T 01 / 2 5 / 2 0 2 3 E P R E L I M I N A R Y / F I N A L P L A T S U B M I S S I O N - S I G N S R E M O V E D 02 / 0 7 / 2 0 2 3 2 S I D I N G A N D F L O O R T Y P E R E V I S I O N S 02 / 2 0 / 2 0 2 3 F R E V I S E D P E R S T A F F C O M M E N T S 03 / 0 6 / 2 0 2 3 SE C O N D F L O O R 22 3 ' - 4" FI R S T F L O O R 21 2 ' - 0" 1 PE R S T R U C T U R A L D R A W I N G S TO P O F F O O T I N G RO O F D E C K 23 3 ' - 0" F- 1 F- 2 F- 3 F- 4 F- 5 F- 6 F- 7 F- 8 F- 9 F- 1 2 F- 4 T- 6 T- 7 T- 1 1 T- 9 T- 1 0 T- 1 0 T- 1 1 T- 1 7 E- 9 E- 7 E- 8 T- 1 T- 2 T- 8 T- 1 6 T- 7 VARIES 11"7' - 0"1' - 8 1/2" 2 1/4" 5' - 0"2' - 10" 4' - 6"1' - 7 3/4"8' - 0 1/4"1' - 8 1/2"9' - 7 1/2" 9' - 8"11' - 4" 1/4" / 12" 6 A6 2 1 2 A6 2 1 3 A6 2 1 F- 1 1 T- 1 3 F- 1 0 1 1/2"5/8"7 1/4" 1"1' - 3"4' - 1 1/4" 3 1/2" 5' - 0" 3 1/2" 4' - 10 1/2" 3 1/2" 7' - 0"1/2"4" 1' - 4" E- 4 T- 1 0 T- 1 8 25' - 8 1/8" T- 1 T- 2 T- 3 T- 5 T- 7 T- 8 T- 1 0 T- 1 1 E- 1 E- 8 T- 9 T- 1 0 E- 8 T- 7 T- 1 0 E- 7 E- 1 E- 1 0 E- 1 2 T- 2 T- 3 R- 4 T- 1 R- 1 R- 2 R- 8 R- 3 R- 5 R- 6 R- 7 R- 9 E- 1 3 1/4" / 12" R- 8 1 A7 1 0 2 A7 1 0 • PR O V I D E M A S O N R Y C A V I T Y W A L L O V E R 1 " M I N . A I R S P A C E W / S T R U C T U R A L B A C K -UP . F A C E S H A L L B E A S S E L E C T E D B Y AR C H I T E C T . C O U R S I N G I N D I C A T E D O N T H E E L E V A T I O N S , S E C T I O N S , A N D D E T A I L S . W H E R E I N F O R M A T I O N I S U N C L E A R , C O N S U L T AR C H I T E C T F O R C L A R I F I C A T I O N . • FI N I S H S E A L A N T J O I N T S S H A L L M A T C H P R O F I L E A N D C O L O R O F T Y P I C A L M O R T A R J O I N T S . • PR O V I D E 4 0 M I L . C O M P O S I T E S E L F -AD H E R E D F L A S H I N G , I . E . , ' C C W -70 5 -TW F ' B Y C A R L I S L E , O R A P P R O V E D E Q U A L , A T A L L WI N D O W A N D D O O R H E A D S , S H E L F A N G L E S , B A S E O F M A S O N R Y W A L L A N D E L S E W H E R E A S I N D I C A T E D O R A S O T H E R W I S E RE Q U I R E D . LE G E N D : GE N E R A L N O T E S : RO O F : TY P I C A L F L O O R : FO U N D A T I O N : EX T E R I O T M A T E R I A L S : Ra b i d e a u Ar c h i t e c t s 55 0 H i n e s b u r g R o a d Su i t e 1 0 1 So u t h B u r l i n g t o n . V T 0 5 4 0 3 80 2 8 6 3 0 2 2 2 Ra b i d e a u - A r c h i t e c t s . c o m © 2 0 1 3 R a b i d e a u A r c h i t e c t s , I N C . SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SC A L E : 3 / 4 " = 1 ' - 0 " E:\ r e v i t f i l e s \ 2 2 0 8 - B O U R N E S T E X A C O - S M A L L B U I L D I N G - 0 3 - 0 3 - 2 3 _ a l l e n @ r a b i d e a u - a r c h i t e c t s . c o m . r v t A501 WA L L S E C T I O N ' A ' MI X E D - U S E B U I L D I N G SO U T H B U R L I N G T O N , V E R M O N T 2208 BO U R N E P R O P E R T I E S 10/27/22 RE V I S I O N S No . De s c r i p t i o n Da t e D P R E L I M I N A R Y / F I N A L P L A T S U B M I S S I O N 01 / 2 0 / 2 0 2 3 1 C O O R D I N A T I O N S E T 01 / 2 5 / 2 0 2 3 E P R E L I M I N A R Y / F I N A L P L A T S U B M I S S I O N - S I G N S R E M O V E D 02 / 0 7 / 2 0 2 3 2 S I D I N G A N D F L O O R T Y P E R E V I S I O N S 02 / 2 0 / 2 0 2 3 F R E V I S E D P E R S T A F F C O M M E N T S 03 / 0 6 / 2 0 2 3 3/ 4 " = 1 ' - 0 " 1 WA L L S E C T I O N ' A ' E- 1 S I D I N G T Y P E O N E - M E T A L P A N E L S I D I N G . ' A T A S ' S T E R R A C O R E W A L L P A N E L , O R I E N T A T I O N A S S H O W N . C O L O R : CH A R C O A L G R E Y . B I D A L T E R N A T E : ' H A R D I E ' P A N E L S I D I N G . C O L O R : I R O N G R A Y E- 4 S I D I N G T Y P E F O U R - C O U R S E D G R A N I T E . C O L O R A S S E L E C T E D . E- 7 W I N D O W S - F I B E R G L A S S O R C O M P O S I T E . W I N D O W S M U S T M E E T U - V A L U E S P E C I F I E D I N B U I L D I N G E N V E L O P E RE Q U I R E M E N T S O N S H E E T A 0 1 0 . C O L O R : B L A C K . ( S E E W I N D O W S C H E D U L E ) E- 8 W I N D O W T R I M : 5 / 4 " x 4 " ' H A R D I E T R I M ' F I B E R C E M E N T B O A R D S . C O L O R A S S E L E C T E D . E- 9 G R A N I T E S I L L C O U R S E . C O L O R A S S E L E C T E D E- 1 0 S T E E L T R I M - C C H A N N E L I N S I Z E S I N D I C A T E D . C O L O R : B L A C K E- 1 2 T R I M - 5 / 4 " ' H A R D I E T R I M ' F I B E R C E M E N T B O A R D S I N S I Z E S I N D I C A T E D . ( S E E S E C T I O N S ) C O L O R A S S E L E C T E D E- 1 3 P R E F I N I S H E D 2 0 - G A U G E M I N . C O P I N G . A L L L A P J O I N T S S H A L L B E F O R M E D A N D A L L F A S T E N E R S S H A L L B E CO N C E A L E D . C O L O R : B L A C K F- 1 C O N C R E T E F O O T I N G P E R S T R U C T U R A L D R A W I N G S . F- 2 P R O V I D E C O N T I N U O U S P E R F O R A T E D F O O T I N G D R A I N I F R E Q U I R E D B Y S T R U C T U R A L A N D / O R C I V I L D R A W I N G S . F- 3 P O U R E D I N P L A C E C O N C R E T E F O U N D A T I O N P E R S T R U C T U R A L D R A W I N G S . F- 4 G R A N U L A R B A S E C O U R S E P E R S T R U C T U R A L D R A W I N G S . F- 5 P R O V I D E V A P O R B A R R I E R P E R S T R U C T U R A L D R A W I N G S , F- 6 P O U R E D I N P L A C E C O N C R E T E F L O O R S L A B P E R S T R U C T U R A L D R A W I N G S . F- 7 P R O V I D E 2 " T H I C K R I G I D I N S U L A T I O N U N D E R E N T I R E C O N C R E T E F L O O R S L A B . ( R - 1 0 M I N I M U M ) F- 8 P R O V I D E E X P A N S I O N J O I N T P E R S T R U C T U R A L D R A W I N G S F- 9 P R O V I D E M I N I M U M R - 1 0 R I G I D I N S U L A T I O N O N F A C E O F F O U N D A T I O N W A L L E X T E N D I N G T O T O P O F F O O T I N G . F- 1 0 F I L L W A L L C A V I T Y B E L O W L O W E S T W E E P S W I T H M O R T A R S L U S H A T A L L L O C A T I O N S B E L O W G R A D E A N D W H E R E IN D I C A T E D . F- 1 1 P R O V I D E C M U S T A R T E R C O U R S E ( S ) F O R B E L O W G R A D E A R E A S . F- 1 2 P R O V I D E S T R U C T U R A L I N S U L A T I O N P E R S T R U C T U R A L D R A W I N G S R- 1 R O O F S T R U C T U R E P E R S T R U C T U R A L D R A W I N G S . ( S E E H O R I Z O N T A L A S S E M B L Y D E T A I L S ) R- 2 R O O F S H E A T H I N G P E R S T R U C T U R A L D R A W I N G S , R- 3 R I G I D P O L Y I S O C Y A N U R A T E I N S U L A T I O N B O A R D S A P P L I E D M E C H A N I C A L L Y D I R E C T L Y T O R O O F D E C K . T A P E R E D A S RE Q U I R E D F O R D R A I N A G E ( M I N . 1 / 4 " P E R F O O T ) . P R O V I D E M I N . 6 " T H . R - 3 5 I N S U L A T I O N A T R O O F D R A I N S . S E E BU I L D I N G E N V E L O P E R E Q U I R E M E N T S F O R R E Q U I R E D R V A L U E O F R O O F . R- 4 S P R A Y F O A M I N S U L A T I O N . F I L L C A V I T Y T O R E Q U I R E D R V A L U E T H I C K N E S S . R- 5 E X T E N D R O O F M E M B R A N E U P W A L L S A N D O V E R T O P O F P A R A P E T . S E A L U N D E R R O O F C O P I N G . R- 6 P R O V I D E E X T E R I O R G R A D E F I B E R G L A S S G Y P S Y M S H E A T H I N G O N I N S I D E O F P A R A P E T W A L L S . R- 7 P R O V I D E T A P E R E D I N S U L A T I O N B O A R D S F O R R O O F D R A I N A G E . R- 8 6 0 M I L . T P O M E M B R A N E R O O F I N G S Y S T E M . ' R H I N O B O N D ' S Y S T E M O R A P P R O V E D E Q U A L . R- 9 C O R N I C E F R A M I N G . ( S E E S T R U C T U R A L ) T- 1 E X T E R I O R W O O D S T U D W A L L S Y S T E M ( S E E P A R T I T I O N A S S E M B L I E S F O R D E T A I L S ) T- 2 PR O V I D E 2 - 1 / 2 " T H I C K I N S U L A T E D R - 1 2 Z I P S Y S T E M . ( S E E P A R T I T I O N A S S E M B L I E S F O R D E T A I L S ) T- 3 CA V I T Y I N S U L A T I O N - M I N E R A L W O O L . P R O V I D E R - 2 1 M I N I M U M . T- 5 FL O O R S Y S T E M A N D A S S O C I A T E D F R A M I N G P E R S T R U C T U R A L D R A W I N G S . ( S E E H O R I Z O N T A L A S S E M B L Y D E T A I L S ) T- 6 SO U N D A T T E N U A T I O N B A T T S . P R O V I D E A D D / A L T E R N A T E F O R M I N R - 3 0 I N F L O O R C A V I T Y . T- 7 2 X W O O D N A I L E R S A N D B L O C K I N G ( C O N T . ) N O T E : E X T E N D 2 X B L O C K I N G @ W I N D O W A N D D O O R O P E N I N G S A N D T O P O F PA R A P E T S T O B E F L U S H W I T H E X T E R I O R O F Z I P S Y S T E M S H E A T H I N G . B L O C K I N G A T M E C H A N I C A L V E N T S M A Y V A R Y . CO O R D I N A T E W I T H V E N T R E Q U I R E M E N T S . T- 8 PR O V I D E 3 / 4 " W I N D O W S T O O L A N D A P R O N A T A L L W I N D O W S . M A T E R I A L A N D F I N I S H A S S E L E C T E D B Y A R C H I T E C T . T- 9 WI N D O W / D O O R H E A D E R A S R E Q U I R E D . F I L L H E A D E R C A V I T Y W I T H I N S U L A T I O N . ( S E E S T R U C T U R A L ) T- 1 0 P R O V I D E F L A S H I N G A T A L L D O O R S , W I N D O W S , L O U V E R S , A N D M I S C . A R E A S A S I N D I C A T E D . T- 1 1 P R O V I D E G Y P S U M B O A R D R E T U R N S A T A L L W I N D O W / D O O R H E A D S A N D J A M B S . T- 1 3 M A S O N R Y V E N E E R A N C H O R S . T- 1 6 P R O V I D E D R A I N A G E P A N E L S I N C A V I T Y W A L L A I R S P A C E . T- 1 7 4 0 M I L . C O M P O S I T E F L A S H I N G , P R O V I D E W E E P H O L E S A T M A S O N R Y W A L L S . T- 1 8 L E A D C O A T E D C O P P E R F L A S H I N G . 2 2 M I L . , 1 6 O Z . P E R S Q F T . 2 4 G A U G E ( 0 . 0 2 1 6 " T H I C K ) . E X T E N D A M I N O N 6 " VE R T I C A L A L O N G F A C E O F E X T E R I O R S H E A T H I N G , W H E R E P O S S I B L E . A T T A C H U S I N G C O P P E R N A I L S A N D C A U L K A L L SE A M S A N D J O I N T S . E X T E N D F L A S H I N G O V E R F U L L D E P T H O F M A S O N R Y U N I T . A T T A C H T O U N I T W I T H C L E A R AD H E S I V E S I L I C O N E . H E M A N D T U R N D O W N T O F O R M D R I P E D G E A T E N D O F U N I T . Ra b i d e a u Ar c h i t e c t s 55 0 H i n e s b u r g R o a d Su i t e 1 0 1 So u t h B u r l i n g t o n . V T 0 5 4 0 3 80 2 8 6 3 0 2 2 2 Ra b i d e a u - A r c h i t e c t s . c o m © 2 0 1 3 R a b i d e a u A r c h i t e c t s , I N C . SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION E:\ r e v i t f i l e s \ 2 2 0 8 - B O U R N E S T E X A C O - S M A L L B U I L D I N G - 0 3 - 0 3 - 2 3 _ a l l e n @ r a b i d e a u - a r c h i t e c t s . c o m . r v t A901 3D V I E W S MI X E D - U S E B U I L D I N G SO U T H B U R L I N G T O N , V E R M O N T 2208 BO U R N E P R O P E R T I E S 10/27/22 RE V I S I O N S No . De s c r i p t i o n Da t e D P R E L I M I N A R Y / F I N A L P L A T S U B M I S S I O N 01 / 2 0 / 2 0 2 3 1 C O O R D I N A T I O N S E T 01 / 2 5 / 2 0 2 3 E P R E L I M I N A R Y / F I N A L P L A T S U B M I S S I O N - S I G N S R E M O V E D 02 / 0 7 / 2 0 2 3 2 S I D I N G A N D F L O O R T Y P E R E V I S I O N S 02 / 2 0 / 2 0 2 3 F R E V I S E D P E R S T A F F C O M M E N T S 03 / 0 6 / 2 0 2 3 1 SOUTHWEST PERSPECTIVE 2 NORTHEAST PERSPECTIVE NO R T H Rabideau Architects 550 Hinesburg Road Suite 101 South Burlington. VT 05403 802 863 0222 Rabideau-Architects.com DRAWING INDEXARCHITECTURAL SYMBOLS 214 A B 12 CL 2 5 12 102.5' A 107 TITLE LINE DWG. NO. SHEET NO. DWG. NAME ELEVATION NO. SHEET NO. SECTION NO. SHEET NO. ELEVATION SECTION MARKER DETAIL MARKER DOOR NUMBER WINDOW TYPE REFERENCE GRID CENTER LINE ROOM NUMBER ELEVATION TAG SPOT ELEVATION PARTITION TYPE ROOF SLOPE INDICATION REVISION NORTH ARROW CHANGE IN ELEVATION1" DN. 3/ 1 / 2 0 2 4 3 : 1 7 : 3 6 P M MULTI-FAMILY BUILDING SOUTH BURLINGTON, VERMONT BOURNE PROPERTIES REVISIONS No.Description Date D REVISED PLAT SUBMISSION 03/01/24 ARCHITECTURAL SHEET LIST SHEET #SHEET NAME A101 GARAGE FLOOR PLAN A102 FIRST FLOOR PLAN A103 SECOND FLOOR PLAN A104 THIRD FLOOR PLAN A105 ROOF PLAN A201 EXTERIOR ELEVATIONS A202 EXTERIOR ELEVATIONS A501 WALL SECTION 'A' A901 3D VIEW A902 3D VIEW SCHEDULE OF UNITS NAME UNIT TYPE AREA COUNT FIRST FLOOR TWO BEDROOM TYPE 'A'996.89 SF 2 TWO BEDROOM TYPE 'A' - INCLUSIONARY 996.89 SF 1 TWO BEDROOM TYPE 'C'991.67 SF 2 TWO BEDROOM TYPE 'D' - INCLUSIONARY 906.58 SF 2 THREE BEDROOM TYPE 'E' - INCLUSIONARY 1276.80 SF 1 ONE BEDROOM TYPE 'F' - INCLUSIONARY 692.11 SF 1 9 SECOND FLOOR TWO BEDROOM TYPE 'A'996.89 SF 4 TWO BEDROOM TYPE 'B'972.02 SF 1 TWO BEDROOM TYPE 'C'991.67 SF 2 TWO BEDROOM TYPE 'D' - INCLUSIONARY 906.58 SF 2 9 THIRD FLOOR TWO BEDROOM TYPE 'A'996.89 SF 4 TWO BEDROOM TYPE 'B'972.02 SF 1 TWO BEDROOM TYPE 'C'991.67 SF 2 TWO BEDROOM TYPE 'D' - INCLUSIONARY 906.58 SF 2 9 TOTAL NUMBER OF UNITS 27 UNIT COUNT BREAKDOWN NAME UNIT TYPE COUNT TWO BEDROOM TYPE 'A'10 TWO BEDROOM TYPE 'A' - INCLUSIONARY 1 TWO BEDROOM TYPE 'B'2 TWO BEDROOM TYPE 'C'6 TWO BEDROOM TYPE 'D' - INCLUSIONARY 6 THREE BEDROOM TYPE 'E' - INCLUSIONARY 1 ONE BEDROOM TYPE 'F' - INCLUSIONARY 1 TOTAL # OF UNITS 27 2 2 1 A301 1 A301 C C D D E E 4 10 11 1185 B B A A F F 1 1 3 12 129 G G 164' - 7" 67 ' - 0 1 / 2 " 1' - 1 1 1 / 2 " 6 1 / 2 " 17 ' - 9 1 / 2 " 6 1 / 2 " 26 ' - 3 " 6 1 / 2 " 16 ' - 4 1 / 2 " 2' - 6 " 6 1 / 2 " 1' - 5 1 / 2 " 67 ' - 0 1 / 2 " 1' - 1 1 1 / 2 " 6 1 / 2 " 17 ' - 9 1 / 2 " 6 1 / 2 " 26 ' - 3 " 6 1 / 2 " 16 ' - 4 1 / 2 " 2' - 6 " 6 1 / 2 " 1' - 5 1 / 2 " 164' - 7" 6 1/2" 1' - 5 1/2"6 1/2"29' - 4" 6 1/2" 21' - 9 1/4" 6 1/2" 68' - 5 1/2" 6 1/2" 7' - 7 3/4" 6 1/2" 30' - 1 1/2"6 1/2"1' - 5 1/2" 6 1/2" PARKING GARAGE 001 27 PARKING SPACES ELEVATOR VESTIBULE 002 STORAGE / MECHANICAL 003 STORAGE / MECHANICAL 005STAIR 'A' 004 ELEVATOR BIKE STORAGE 006 STAIR 'B' 007 1 A501 1 A502 1 A503 1 A504 1 A505 1 A506 PROVIDE BOLLARDS FOR PROTECTION OF EXHAUST FANS 19 ' - 5 " 27 ' - 4 " 18 ' - 4 " 5' - 8 " 2' - 0 " 2' - 0"28' - 5"34' - 9"21' - 4"47' - 8"28' - 5"2' - 0" 6 7 19 ' - 5 " 27 ' - 4 " 18 ' - 4 " 2' - 0"29' - 10 1/2"22' - 10 1/4"69' - 0"7' - 7 3/4"31' - 2 1/2"2' - 0" 6' - 2" 4' - 6 " 1' - 0 " 8" 13 ' - 1 0 1 / 2 " 8" 5' - 7 1 / 2 " 44 ' - 4 1 / 2 " 8" 17 ' - 8 " 8' - 0 " 8" 13 ' - 1 1 / 2 " 41 ' - 6 1 / 2 " 8" 20 ' - 6 " 8" 41 ' - 4 " 10 ' - 0 1 / 4 " 5 1 / 2 " 10 ' - 0 1 / 4 " 9' - 1" 31' - 7" 8" 8' - 6 1/4" 1' - 1" 10' - 2" 1' - 0" 6' - 0" 8" 47' - 10 1/2" 8" 13' - 6" 8" 8' - 3 3/4" 8" 31' - 2 1/2" 10" 9' - 0"9' - 0"9' - 0"8' - 7 3/4"8' - 6 3/4"8' - 6 3/4"8' - 6 3/4"8' - 6 3/4"8' - 6 3/4"8' - 6 3/4"8' - 6 3/4"8' - 6 3/4"8' - 6 3/4"8' - 6 3/4"8' - 7 3/4"9' - 0"9' - 0"9' - 0" 10" 1' - 4" 9' - 0"9' - 0"9' - 0" 1' - 3"6 3/4" 8' - 0"5' - 0"8' - 0"8' - 7"8' - 7"8' - 7" 6 3/4" 19' - 4 1/2"9' - 0" 10" 18 ' - 0 " 24 ' - 0 " 18 ' - 0 " 21 ' - 5 " 13 13 13 12 12 12 12 12 12 12 12 13 13 13 1312 1212 005 004 006 003 002 001 1 A460 5 A460 13 6 1/2" 1' - 5 1/2" 6 1/2" 27' - 10 1/2"34' - 9"21' - 4"47' - 8"27' - 10 1/2" 6 1/2" 1' - 5 1/2" 6 1/2" 2' - 0 1 / 2 " 4' - 6 1 / 2 " NORTH Ra b i d e a u Ar c h i t e c t s 55 0 H i n e s b u r g R o a d Su i t e 1 0 1 So u t h B u r l i n g t o n . V T 0 5 4 0 3 80 2 8 6 3 0 2 2 2 Ra b i d e a u - A r c h i t e c t s . c o m © 2 0 1 3 R a b i d e a u A r c h i t e c t s , I N C . SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SC A L E : 1 / 8 " = 1 ' - 0 " E:\ r e v i t f i l e s \ 2 2 0 8 - B O U R N E S T E X A C O - M U L T I F A M I L Y - 0 8 - 1 6 - 2 3 _ a l l e n @ r a b i d e a u - a r c h i t e c t s . c o m . r v t A101 GA R A G E F L O O R P L A N MU L T I - F A M I L Y B U I L D I N G SO U T H B U R L I N G T O N , V E R M O N T 2208 BO U R N E P R O P E R T I E S 11/14/2022 1/8" = 1'-0"1 GARAGE FLOOR PLAN RE V I S I O N S No . De s c r i p t i o n Da t e D R E V I S E D P L A T S U B M I S S I O N 03 / 0 1 / 2 4 2 2 1 A301 1 A301 C C D D E E 4 10 11 1185 B B A A F F 1 1 3 12 129 G G 163' - 6" 68 ' - 6 " 2' - 6 " 18 ' - 4 " 26 ' - 3 " 16 ' - 1 1 " 2' - 6 " 2' - 0 " 68 ' - 6 " 2' - 6 " 18 ' - 4 " 26 ' - 3 " 16 ' - 1 1 " 2' - 6 " 2' - 0 " 163' - 6" 2' - 0"29' - 10 1/2"21' - 9 1/4"69' - 0"8' - 8 3/4"30' - 1 1/2"2' - 0" 2 BEDROOM UNIT TYPE 'D'-INCLUSIONARY 101 2 BEDROOM UNIT TYPE 'D'-INCLUSIONARY 109 2 BEDROOM UNIT TYPE 'C' 108 2 BEDROOM UNIT TYPE 'A' 104 2 BEDROOM UNIT TYPE 'A' 106 LOBBY 101 JC / S T O R A G E / M E C H A N I C A L 10 3 ELEVATOR STAIR 'A' 102 CORRIDOR 104 ELEC. 105 STAIR 'B' 106 MAILBOXES 1 A501 2 BEDROOM UNIT TYPE 'C' 102 1 A502 1 A503 1 A504 1 A505 1 A506 6 7 6' - 2 1/2"14' - 10"6' - 4 1/2" 5 1/2" 1' - 6 1/2" 5 1/2" 27' - 5" 5 1/2" 33' - 10" 5 1/2" 21' - 4" 5 1/2" 46' - 9" 5 1/2" 27' - 5" 5 1/2" 1' - 6 1/2" 5 1/2" 2' - 0"27' - 10 1/2"34' - 9"21' - 4"47' - 8"27' - 10 1/2"2' - 0" 5' - 6"9' - 6"13' - 1"5' - 9"5' - 8"10' - 0"5' - 8"6' - 6"12' - 2"13' - 1"9' - 6"5' - 6"6' - 4 1/2"14' - 10"6' - 2 1/2" 10' - 2" 3 1/2" 3' - 8 1/2" 3 1/2" 2' - 0" 3 1/2" 12' - 5 1/2"12' - 5 1/2" 3 1/2" 2' - 0" 3 1/2" 3' - 8 1/2" 3 1/2" 10' - 2" 13 ' - 0 " 3 1 / 2 " 4' - 7 " 5 1 / 2 " 12 ' - 4 " 8" 12 ' - 4 " 5 1 / 2 " 5' - 9 " 3 1 / 2 " 12 ' - 1 1 " 12 ' - 1 1 " 3 1 / 2 " 5' - 9 " 5 1 / 2 " 12 ' - 4 " 8" 12 ' - 4 " 5 1 / 2 " 4' - 7 " 3 1 / 2 " 13 ' - 0 " 28 ' - 5 " 5 1 / 2 " 5' - 4 " 5 1 / 2 " 27 ' - 5 " 7' - 4 3 / 8 " 3 1 / 2 " 2' - 0 " 5' - 4 1/2" 5 1/2" 4' - 10 3/4" 5 1 / 2 " 1' - 6 1 / 2 " 5 1 / 2 " 18 ' - 1 1 1 / 2 " 5 1 / 2 " 25 ' - 4 " 5 1 / 2 " 17 ' - 1 0 1 / 2 " 5 1 / 2 " 2' - 0 1 / 2 " 5 1 / 2 " 4' - 1 0 1 / 2 " 5' - 4 " 8' - 9 " 6' - 2 " 13 ' - 0 " 6' - 2 " 8' - 9 " 5' - 4 " 3' - 9 1 / 2 " 16 ' - 7 1 / 2 " 2' - 0 " 7' - 1 1 " 2' - 0 " 8' - 0 " 2' - 0 " 7' - 1 1 " 2' - 0 " 15 ' - 6 1 / 2 " 2' - 0"3' - 9 1/2" 9' - 7 " 9' - 4 1 / 2 " 6' - 8 " 12 ' - 0 " 6' - 8 " 8' - 8 1 / 2 " 9' - 2 " 5 1 / 2 " 2' - 0 1 / 2 " 5 1 / 2 " 17 ' - 1 0 1 / 2 " 5 1 / 2 " 25 ' - 4 " 5 1 / 2 " 18 ' - 1 1 1 / 2 " 5 1 / 2 " 1' - 10"6' - 0"5' - 2 1/4"6' - 0"1' - 10"6' - 2 1/2"15' - 10"7' - 4 1/2"5' - 8 1/2"9' - 6"13' - 1"12' - 2"28' - 1"4' - 4 1/2"4' - 4 1/4"7' - 2"15' - 10"6' - 2 1/2" 5 1/2" 1' - 6 1/2" 5 1/2" 29' - 5" 5 1/2" 20' - 10 1/4" 5 1/2" 68' - 6 1/2" 5 1/2" 8' - 8 3/4" 5 1/2" 29' - 2 1/2" 5 1/2" 1' - 6 1/2" 5 1/2" 2' - 1"5' - 6"1' - 1 3/4"4' - 6 1 / 2 " 14 15 14 14 14 14 14 14 14 14 14 14 14 14 1 1 1 1 1 1 1 2 6 2 3 2 2 2 2 2 2 2 2 2 2 2 11 910 2 15 15 A A D A A D D A A D D A A AADDAA F E A A A A A A AA C C C C G 101 102 103 105 107 2 A460 6 A460 8" 8' - 8 3/4" 5 1/2" 11' - 8" 8" 10' - 7" 5 1/2" 10' - 1" 5 1/2" 12' - 3" 8" 12' - 3" 5 1/2" 10' - 1" 5 1/2" 10' - 7" 8 7/8" 8' - 2" 8 7/8" 3' - 9 " 5 1 / 2 " 9' - 6 1 / 2 " 8' - 9 1/4" 5 1/2" 7' - 9 3/4" 5 1/2" 6' - 0" 5 1/2" 14 14 1 1 9 15 H 104 5 1 / 2 " 9' - 2 " 9' - 6 1 / 2 " 5 1 / 2 " 5' - 2 " 1415 1A1A 2 106 U9 U9 PROVIDE WALK-OFF MAT 4' - 0 " 3 BEDROOM UNIT TYPE 'E'-INCLUSIONARY 103 1 BEDROOM UNIT TYPE 'F'-INCLUSIONARY 105 2 BEDROOM UNIT TYPE 'A'-INCLUSIONARY 107 10' - 2" 3 1/2" 6' - 1 1/2" 5 1/2" 10' - 2" 8" 10' - 7" 5 1/2" 10' - 1" 5 1/2" 12' - 3" 8" 10' - 4 1/2" 8" 10' - 1" 5 1/2" 12' - 3" 8" 12' - 3" 5 1/2" 10' - 1" 5 1/2" 10' - 7" 8" 10' - 2" 5 1/2" 6' - 1 1/2" 3 1/2" 10' - 2" NORTH Ra b i d e a u Ar c h i t e c t s 55 0 H i n e s b u r g R o a d Su i t e 1 0 1 So u t h B u r l i n g t o n . V T 0 5 4 0 3 80 2 8 6 3 0 2 2 2 Ra b i d e a u - A r c h i t e c t s . c o m © 2 0 1 3 R a b i d e a u A r c h i t e c t s , I N C . SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SC A L E : 1 / 8 " = 1 ' - 0 " E:\ r e v i t f i l e s \ 2 2 0 8 - B O U R N E S T E X A C O - M U L T I F A M I L Y - 0 8 - 1 6 - 2 3 _ a l l e n @ r a b i d e a u - a r c h i t e c t s . c o m . r v t A102 FI R S T F L O O R P L A N MU L T I - F A M I L Y B U I L D I N G SO U T H B U R L I N G T O N , V E R M O N T 2208 BO U R N E P R O P E R T I E S 11/14/2022 1/8" = 1'-0"1 FIRST FLOOR PLAN RE V I S I O N S No . De s c r i p t i o n Da t e D R E V I S E D P L A T S U B M I S S I O N 03 / 0 1 / 2 4 2 2 1 A301 1 A301 C C D D E E 4 10 11 1185 B B A A F F 1 1 3 12 129 G G 2 BEDROOM UNIT TYPE 'D'-INCLUSIONARY 201 2 BEDROOM UNIT TYPE 'C' 202 2 BEDROOM UNIT TYPE 'A' 203 2 BEDROOM UNIT TYPE 'A' 207 2 BEDROOM UNIT TYPE 'D'-INCLUSIONARY 209 2 BEDROOM UNIT TYPE 'C' 208 2 BEDROOM UNIT TYPE 'A' 204 2 BEDROOM UNIT TYPE 'A' 206 STORAGE / MECHANICAL 204 ELEVATOR STAIR 'A' 202 CORRIDOR 205 ELEC. 206 STAIR 'B' 207 LAUNDRY 2031 A501 2 BEDROOM UNIT TYPE 'B' 205 1 A502 1 A503 1 A504 1 A505 1 A506 6 7 163' - 6" 68 ' - 6 " 2' - 6 " 18 ' - 4 " 26 ' - 3 " 16 ' - 1 1 " 2' - 6 " 2' - 0 " 68 ' - 6 " 2' - 6 " 18 ' - 4 " 26 ' - 3 " 16 ' - 1 1 " 2' - 6 " 2' - 0 " 163' - 6" 2' - 0"29' - 10 1/2"21' - 9 1/4"69' - 0"8' - 8 3/4"30' - 1 1/2"2' - 0" 6' - 8"14' - 10"6' - 4 1/2" 5 1/2" 1' - 6 1/2"5 1/2" 27' - 5"5 1/2" 33' - 10" 5 1/2" 21' - 4" 5 1/2" 46' - 9" 5 1/2" 27' - 5" 5 1/2" 1' - 6 1/2" 5 1/2" 2' - 0"27' - 10 1/2"34' - 9"21' - 4"47' - 8"27' - 10 1/2"2' - 0" 5' - 6"9' - 6"13' - 1"5' - 9"5' - 8"10' - 0"5' - 8"6' - 6"12' - 2"13' - 1"9' - 6"5' - 6"6' - 4 1/2"14' - 10"6' - 2 1/2" 10' - 2" 3 1/2" 6' - 1 1/2" 5 1/2" 10' - 2" 8" 10' - 7" 5 1/2" 10' - 1" 5 1/2" 12' - 3" 8" 10' - 7" 5 1/2" 10' - 1" 5 1/2" 12' - 3" 8" 12' - 3" 5 1/2" 10' - 1" 5 1/2" 10' - 7" 8" 10' - 2" 5 1/2" 6' - 1 1/2" 3 1/2" 10' - 2" 10' - 2" 3 1/2" 3' - 8 1/2" 3 1/2" 2' - 0" 3 1/2" 12' - 5 1/2"12' - 5 1/2" 3 1/2" 2' - 0" 3 1/2" 3' - 8 1/2" 3 1/2" 10' - 2" 13 ' - 0 " 3 1 / 2 " 4' - 7 " 5 1 / 2 " 12 ' - 4 " 8" 12 ' - 4 " 5 1 / 2 " 5' - 9 " 3 1 / 2 " 12 ' - 1 1 " 12 ' - 1 1 " 3 1 / 2 " 5' - 9 " 5 1 / 2 " 12 ' - 4 " 8" 12 ' - 4 " 5 1 / 2 " 4' - 7 " 3 1 / 2 " 13 ' - 0 " 28 ' - 5 " 5 1 / 2 " 5' - 4 " 5 1 / 2 " 27 ' - 5 " 5 1 / 2 " 1' - 6 1 / 2 " 5 1 / 2 " 18 ' - 1 1 1 / 2 " 5 1 / 2 " 25 ' - 4 " 5 1 / 2 " 17 ' - 1 0 1 / 2 " 5 1 / 2 " 2' - 0 1 / 2 " 5 1 / 2 " 9' - 7 " 9' - 4 1 / 2 " 8' - 8 1 / 2 " 9' - 2 " 5 1 / 2 " 2' - 0 1 / 2 " 5 1 / 2 " 17 ' - 1 0 1 / 2 " 5 1 / 2 " 25 ' - 4 " 5 1 / 2 " 18 ' - 1 1 1 / 2 " 5 1 / 2 " 1' - 10"6' - 0"5' - 2 1/4"6' - 0"1' - 10"6' - 2 1/2"15' - 10"7' - 4 1/2"4' - 4 1/2"4' - 4 1/4"7' - 2"15' - 10"6' - 2 1/2" 5 1/2" 1' - 6 1/2" 5 1/2" 29' - 5" 5 1/2" 20' - 10 1/4" 5 1/2" 68' - 6 1/2" 5 1/2" 8' - 8 3/4" 5 1/2" 29' - 2 1/2" 5 1/2" 1' - 6 1/2" 5 1/2" 8' - 6 1/2" 5 1/2" 7' - 9 3/4" 5 1/2" 6' - 0" 5 1/2" 6' - 8 " 12 ' - 0 " 6' - 8 " 5' - 8 1/2"9' - 6"13' - 1"12' - 2"13' - 1"9' - 6"5' - 6" 10 ' - 5 1 / 2 " 8' - 6 " 6' - 8 " 12 ' - 0 " 6' - 8 " 8' - 6 " 9' - 4 1 / 2 " 5 1 / 2 " 9' - 7 5 / 8 " 5 1 / 2 " 22 ' - 9 7 / 8 " LOBBY 201 3 A460 7 A460 5' - 4 1/2" 5 1/2" 4' - 10 3/4" 9' - 6 1 / 2 " 5 1 / 2 " 9' - 2 " 9' - 6 1 / 2 " 5 1 / 2 " 5' - 2 " 8" 8' - 8 3/4" 5 1/2" 11' - 8" 8" 10' - 7" 5 1/2" 10' - 1" 5 1/2" 12' - 3" 8" 12' - 3" 5 1/2" 10' - 1" 5 1/2" 10' - 7" 8 7/8" 8' - 2" 8 7/8" 14 15 14 14 14 15 14 14 14 14 14 15 14 14 1 1 1 1 1 1 1 2 2 3 2 2 2 2 2 2 2 2 2 2 2 11 910 2 15 15 1 1 9 1415 1A1A 2 A A A A A A AAAA A A A A D A A D D A A D D B AADDAA D D LK 201 202 203 204 205 NORTH Ra b i d e a u Ar c h i t e c t s 55 0 H i n e s b u r g R o a d Su i t e 1 0 1 So u t h B u r l i n g t o n . V T 0 5 4 0 3 80 2 8 6 3 0 2 2 2 Ra b i d e a u - A r c h i t e c t s . c o m © 2 0 1 3 R a b i d e a u A r c h i t e c t s , I N C . SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SC A L E : 1 / 8 " = 1 ' - 0 " E:\ r e v i t f i l e s \ 2 2 0 8 - B O U R N E S T E X A C O - M U L T I F A M I L Y - 0 8 - 1 6 - 2 3 _ a l l e n @ r a b i d e a u - a r c h i t e c t s . c o m . r v t A103 SE C O N D F L O O R P L A N MU L T I - F A M I L Y B U I L D I N G SO U T H B U R L I N G T O N , V E R M O N T 2208 BO U R N E P R O P E R T I E S 11/14/2022 1/8" = 1'-0"1 SECOND FLOOR PLAN RE V I S I O N S No . De s c r i p t i o n Da t e D R E V I S E D P L A T S U B M I S S I O N 03 / 0 1 / 2 4 2 2 1 A301 1 A301 C C D D E E 4 10 11 1185 B B A A F F 1 1 3 12 129 G G 2 BEDROOM UNIT TYPE 'D'-INCLUSIONARY 301 2 BEDROOM UNIT TYPE 'C' 302 2 BEDROOM UNIT TYPE 'A' 303 2 BEDROOM UNIT TYPE 'A' 307 2 BEDROOM UNIT TYPE 'D'-INCLUSIONARY 309 2 BEDROOM UNIT TYPE 'C' 308 2 BEDROOM UNIT TYPE 'A' 304 2 BEDROOM UNIT TYPE 'A' 306 LOBBY 301 STORAGE / MECHANICAL 304 ELEVATOR STAIR 'A' 302 CORRIDOR 305 ELEC. 306 STAIR 'B' 307 ELEVATOR CONTROL 3031 A501 2 BEDROOM UNIT TYPE 'B' 305 1 A502 1 A503 1 A504 1 A505 1 A506 6 7 4 A460 8 A460 163' - 6" 68 ' - 6 " 2' - 6 " 18 ' - 4 " 26 ' - 3 " 16 ' - 1 1 " 2' - 6 " 2' - 0 " 68 ' - 6 " 2' - 6 " 18 ' - 4 " 26 ' - 3 " 16 ' - 1 1 " 2' - 6 " 2' - 0 " 163' - 6" 2' - 0"29' - 10 1/2"21' - 9 1/4"69' - 0"8' - 8 3/4"30' - 1 1/2"2' - 0" 5 1/2" 1' - 6 1/2" 5 1/2" 27' - 5" 5 1/2" 33' - 10" 5 1/2" 21' - 4" 5 1/2" 46' - 9" 5 1/2" 27' - 5" 5 1/2" 1' - 6 1/2" 5 1/2" 2' - 0"27' - 10 1/2"34' - 9"21' - 4"47' - 8"27' - 10 1/2"2' - 0" 5' - 6"9' - 6"13' - 1"5' - 9"5' - 8"10' - 0"5' - 8"6' - 6"12' - 2"13' - 1"9' - 6"5' - 6" 10' - 2" 3 1/2" 6' - 1 1/2" 5 1/2" 10' - 2" 8" 10' - 7" 5 1/2" 10' - 1" 5 1/2" 12' - 3" 8" 10' - 7" 5 1/2" 10' - 1" 5 1/2" 12' - 3" 8" 12' - 3" 5 1/2" 10' - 1" 5 1/2" 10' - 7" 8" 10' - 2" 5 1/2" 6' - 1 1/2" 3 1/2" 10' - 2" 10' - 2" 3 1/2" 3' - 8 1/2" 3 1/2" 2' - 0" 3 1/2" 12' - 5 1/2"12' - 5 1/2" 3 1/2" 2' - 0" 3 1/2" 3' - 8 1/2" 3 1/2" 10' - 2" 13 ' - 0 " 3 1 / 2 " 4' - 7 " 5 1 / 2 " 12 ' - 4 " 8" 12 ' - 4 " 5 1 / 2 " 5' - 9 " 3 1 / 2 " 12 ' - 1 1 " 12 ' - 1 1 " 3 1 / 2 " 5' - 9 " 5 1 / 2 " 12 ' - 4 " 8" 12 ' - 4 " 5 1 / 2 " 4' - 7 " 3 1 / 2 " 13 ' - 0 " 28 ' - 5 " 5 1 / 2 " 5' - 4 " 5 1 / 2 " 27 ' - 5 " 5 1 / 2 " 1' - 6 1 / 2 " 5 1 / 2 " 18 ' - 1 1 1 / 2 " 5 1 / 2 " 25 ' - 4 " 5 1 / 2 " 17 ' - 1 0 1 / 2 " 5 1 / 2 " 2' - 0 1 / 2 " 5 1 / 2 " 5 1 / 2 " 2' - 0 1 / 2 " 5 1 / 2 " 17 ' - 1 0 1 / 2 " 5 1 / 2 " 25 ' - 4 " 5 1 / 2 " 18 ' - 1 1 1 / 2 " 5 1 / 2 " 1' - 10"6' - 0"5' - 2 1/4"6' - 0"1' - 10" 5 1/2" 1' - 6 1/2" 5 1/2" 29' - 5" 5 1/2" 20' - 10 1/4" 5 1/2" 68' - 6 1/2" 5 1/2" 8' - 8 3/4" 5 1/2" 29' - 2 1/2" 5 1/2" 1' - 6 1/2" 5 1/2" 8' - 6 1/2" 5 1/2" 7' - 9 3/4" 5 1/2" 6' - 0" 5 1/2" 6' - 8 " 12 ' - 0 " 6' - 8 " 5' - 8 1/2"9' - 6"13' - 1"12' - 2"13' - 1"9' - 6"5' - 6" 7' - 1 1 / 2 " 12 ' - 0 " 6' - 8 " 5 1 / 2 " 9' - 7 5 / 8 " 5 1 / 2 " 22 ' - 9 7 / 8 " 5' - 4 1/2" 5 1/2" 4' - 10 3/4" 9' - 6 1 / 2 " 9' - 6 1 / 2 " 5 1 / 2 " 5' - 2 " 8" 8' - 8 3/4" 5 1/2" 11' - 8" 8" 10' - 7" 5 1/2" 10' - 1" 5 1/2" 12' - 3" 8" 12' - 3" 5 1/2" 10' - 1" 5 1/2" 10' - 7" 8 7/8" 8' - 2" 8 7/8" 6' - 2 1/2"14' - 10"6' - 4 1/2"6' - 4 1/2"14' - 10"6' - 2 1/2" 9' - 2 " 8' - 8 1 / 2 " 9' - 7 " 9' - 4 1 / 2 " 7' - 2"15' - 10"6' - 2 1/2"4' - 4 1/2"4' - 4 1/4"6' - 2 1/2"15' - 10"7' - 4 1/2" 10 ' - 5 1 / 2 " 8' - 6 " 8' - 6 " 9' - 4 1 / 2 " 5 1 / 2 " 9' - 4 1 / 2 " 14 15 14 15 15 15 15 15 14 15 15 15 15 15 1 1 1 1 1 1 1 2 2 3 2 2 2 2 2 2 2 2 2 2 2 11 910 2 1 15 1 1 9 1515 1A1A 2 ROOF ACCESS HATCH ABOVE A A D A A D D A A D D A B ADDAA D D A A A A A A AAAA A A 301 302 303 304 305 NORTH Ra b i d e a u Ar c h i t e c t s 55 0 H i n e s b u r g R o a d Su i t e 1 0 1 So u t h B u r l i n g t o n . V T 0 5 4 0 3 80 2 8 6 3 0 2 2 2 Ra b i d e a u - A r c h i t e c t s . c o m © 2 0 1 3 R a b i d e a u A r c h i t e c t s , I N C . SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SC A L E : 1 / 8 " = 1 ' - 0 " E:\ r e v i t f i l e s \ 2 2 0 8 - B O U R N E S T E X A C O - M U L T I F A M I L Y - 0 8 - 1 6 - 2 3 _ a l l e n @ r a b i d e a u - a r c h i t e c t s . c o m . r v t A104 TH I R D F L O O R P L A N MU L T I - F A M I L Y B U I L D I N G SO U T H B U R L I N G T O N , V E R M O N T 2208 BO U R N E P R O P E R T I E S 11/14/2022 1/8" = 1'-0"1 THIRD FLOOR PLAN RE V I S I O N S No . De s c r i p t i o n Da t e D R E V I S E D P L A T S U B M I S S I O N 03 / 0 1 / 2 4 2 2 1 A301 1 A301 C C D D E E 4 10 11 1185 B B A A F F 1 1 3 12 129 G G 1 A501 1 A502 1 A503 1 A504 1 A505 1 A506 60 MIL. TPO MEMBRANE ROOFING SYSTEM. 'RHINOBOND' SYSTEM OR APPROVED EQUAL. 60 MIL. TPO MEMBRANE ROOFING SYSTEM. 'RHINOBOND' SYSTEM OR APPROVED EQUAL. EXTEND ROOF MEMBRANE UP WALLS AND OVER TOP OF PARAPET. SEAL UNDER ROOF COPING. EXTEND ROOF MEMBRANE UP WALLS AND OVER TOP OF PARAPET. SEAL UNDER ROOF COPING. EXTEND ROOF MEMBRANE UP WALLS AND OVER TOP OF PARAPET. SEAL UNDER ROOF COPING. EXTEND ROOF MEMBRANE UP WALL 18" MIN. AND SEAL TO WALL SHEATHING. EXTERIOR WEATHER BARRIER TO OVERLAP ROOF MEMBRANE A MIN. OF 6". TAPEAND SEAL ALL SEAMS. EXTEND ROOF MEMBRANE UP WALL 18" MIN. AND SEAL TO WALL SHEATHING. EXTERIOR WEATHER BARRIER TO OVERLAP ROOF MEMBRANE A MIN. OF 6". TAPE AND SEAL ALL SEAMS. EXTEND ROOF MEMBRANE UP WALL 18" MIN. AND SEAL TO WALL SHEATHING. EXTERIOR WEATHER BARRIER TO OVERLAP ROOF MEMBRANE A MIN. OF 6". TAPE AND SEAL ALL SEAMS. EXTEND ROOF MEMBRANE UP WALL 18" MIN. AND SEAL TO WALL SHEATHING. EXTERIOR WEATHER BARRIER TO OVERLAP ROOF MEMBRANE A MIN. OF 6". TAPE AND SEAL ALL SEAMS. PROVIDE TAPERED RIGID INSULATION AT TOP OF PARAPET WALL TO ALLOW DRAINAGE TO MAIN ROOF. PROVIDE TAPERED RIGID INSULATION AT TOP OF PARAPET WALL TO ALLOW DRAINAGE TO MAIN ROOF. PREFINISHED 20-GAUGE MIN. COPING. ALL LAP JOINTS SHALL BE FORMED AND ALL FASTENERSSHALL BE CONCEALED. COLOR: BLACK PREFINISHED 20-GAUGE MIN. COPING. ALL LAP JOINTS SHALL BE FORMED AND ALL FASTENERS SHALL BE CONCEALED. COLOR: BLACK REDUNDANT ROOF DRAINS REQUIRED PER SECTION 1108.2 OF THE INTERNATIONAL PLUMBING CODE. REDUNDANT DRAIN SHALL DISCHARGE IN ACCORDANCE WITH SECTION 1108.2 OF THE IPC. (PROVIDE MODEL #Z165 BY 'ZURN' OR APPROVED EQUAL. PROVIDE ROOF SCUPPERS PROVIDE ROOF SCUPPERS PROVIDE ROOF SCUPPERS EXTEND ROOF MEMBRANE UP WALLS AND OVER TOP OF PARAPET. SEAL UNDER ROOF COPING. EXTEND ROOF MEMBRANE UP WALLS AND OVER TOP OF PARAPET. SEAL UNDER ROOF COPING. PROVIDE 'BILCO E-50TB" INSULATED ROOF HATCH, OR APPROVED EQUAL 10 A730 2 A105 TYP. 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/4" / 12"1/4" / 12" 1/ 4 " / 1 2 " 1/4" / 12" 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/4" / 12"1/4" / 12" 1/ 4 " / 1 2 " 1/4" / 12" 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/ 4 " / 1 2 " 1/4" / 12" 6 7 SOLAR READY ZONE (SHOWN SHADED). 4,166 SF 41% OF TOTAL ROOF AREA ROOF DRAIN PROVIDE 6" MIN . INSULATION AT ROOF DRAINS AND SLOPE TO ROOF EDGE AS REQUIRED TO PROVIDE POSITIVE DRAINAGE AT A PITCH OF 1/4" PER FOOT (MIN.) SEE BUILDING ENVELOPE REQUIREMENTS ON SHEET A010 FOR REQUIRED AVERAGE R-VALUE. TAPERED POLYISOCYANURATE RIGID INSULATION @ ROOF DRAIN SPRAY FOAM INSULATION @ UNDERSIDE OF ROOF DRAINS, PROVIDE R-20 MIN. (TYP.) SLOPE DOWN, ± 1/4 IN/FT RO O F E D G E H.P. SLOPE DOWN, ± 1/4 IN/FT RO O F E D G E H.P. SLOPE DOWN, ± 1/4 IN/FT MI N I M U N 6" SUMP AROUND DRAIN 2' - 0" TYPICAL SEE HORIZONTAL ASSEMBLIES FOR ROOF CONSTRUCTION DETAILS. ROOF NOTES: 1.ROOF MEMBRANE SHALL BE 60 MIL. SINGLE PLY TPO FASTENED WITH RHINO-BOND SYSTEM. 2.SHEET METAL COPING/GRAVEL STOP SHALL BE PRE-FINISHED ALUMINUM, 24 GAUGE. COLOR AS SELECTED BE ARCHITECT. 3.ROOF DRAINAGE AND WALK-WAY PADS WITHIN THE ROOF-TOP EQUIP. SPACE SHALL BE DETERMINED BASED ON LAYOUT OF MECHANICAL EQUIPMENT. 4.SECONDARY (EMERGENCY OVERFLOW) DRAINS ARE REQUIRED IN ACCORDANCE WITH SECTION 1108.2 OF THE INTERNATIONAL PLUMBING CODE. 5.SLOPE 1/4" PER FOOT MIN. IS REQUIRED TO PROVIDE POSITIVE DRAINAGE TO ROOF DRAINS. 6.AVERAGE ROOF INSULATION VALUE AS SHOWN IN BUILDING ENVELOPE REQUIREMENTS ON SHEET A010. PROVIDE MINIMUM 6" THICK AT ALL ROOF DRAIN LOCATIONS. NORTH Ra b i d e a u Ar c h i t e c t s 55 0 H i n e s b u r g R o a d Su i t e 1 0 1 So u t h B u r l i n g t o n . V T 0 5 4 0 3 80 2 8 6 3 0 2 2 2 Ra b i d e a u - A r c h i t e c t s . c o m © 2 0 1 3 R a b i d e a u A r c h i t e c t s , I N C . SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SC A L E : A s i n d i c a t e d E:\ r e v i t f i l e s \ 2 2 0 8 - B O U R N E S T E X A C O - M U L T I F A M I L Y - 0 8 - 1 6 - 2 3 _ a l l e n @ r a b i d e a u - a r c h i t e c t s . c o m . r v t A105 RO O F P L A N MU L T I - F A M I L Y B U I L D I N G SO U T H B U R L I N G T O N , V E R M O N T 2208 BO U R N E P R O P E R T I E S 11/14/2022 RE V I S I O N S No . De s c r i p t i o n Da t e D R E V I S E D P L A T S U B M I S S I O N 03 / 0 1 / 2 4 1/8" = 1'-0"1 ROOF PLAN 1 1/2" = 1'-0"2 ROOF DRAIN DETAIL SECOND FLOOR 227'-0" FIRST FLOOR 217'-0" 2 1 A301 TOP OF GARAGE FLOOR207'-0" THIRD FLOOR 237'-0" ROOF DECK 247'-0" 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 4 11851 129 E-1 E-2 E-3 E-4 E-7 E-6 E-6 E-8 E-9 E-10 E-11E-12 AVERAGE PRE-CONSTRUCTION GRADE (216.5 ft) 37 ' - 7 1 / 2 " 37 ' - 1 1 / 2 " L-1 L-1 L-2 E-5 E-7 E-13 1 A505 1 A506 6 7 E-14 SECOND FLOOR227'-0" FIRST FLOOR217'-0" TOP OF GARAGE FLOOR207'-0" THIRD FLOOR237'-0" ROOF DECK247'-0" C D EBA F G E-1 E-2 E-3 E-4E-6 E-6 E-7 E-9 E-5 E-11 E-12 1 A501 E-10 FACADE LENGTH 64' - 0" GLAZING 4' - 0" GLAZING 4' - 0" GLAZING 11' - 8" GLAZING 11' - 8" GLAZING 4' - 0" GLAZING 4' - 0" 5' - 8 " 5' - 8 " 8' - 0 " E-13 FACADE LENGTH GLAZING LENGTH GLAZING PERCENTAGE PRIMARY FACADE GLAZING 64'-0"39'-4"62% TRANSPARENT GLAZING ALL GLAZING LOCATED IN THE MULTIFAMILY BUILDING WILL BE TRANSPARENT Ra b i d e a u Ar c h i t e c t s 55 0 H i n e s b u r g R o a d Su i t e 1 0 1 So u t h B u r l i n g t o n . V T 0 5 4 0 3 80 2 8 6 3 0 2 2 2 Ra b i d e a u - A r c h i t e c t s . c o m © 2 0 1 3 R a b i d e a u A r c h i t e c t s , I N C . SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SC A L E : 1 / 8 " = 1 ' - 0 " E:\ r e v i t f i l e s \ 2 2 0 8 - B O U R N E S T E X A C O - M U L T I F A M I L Y - 0 8 - 1 6 - 2 3 _ a l l e n @ r a b i d e a u - a r c h i t e c t s . c o m . r v t A201 EX T E R I O R E L E V A T I O N S MU L T I - F A M I L Y B U I L D I N G SO U T H B U R L I N G T O N , V E R M O N T 2208 BO U R N E P R O P E R T I E S 07/12/2022 RE V I S I O N S No . De s c r i p t i o n Da t e D R E V I S E D P L A T S U B M I S S I O N 03 / 0 1 / 2 4 1/8" = 1'-0"1 WEST ELEVATION 1/8" = 1'-0"2 NORTH ELEVATION EXTERIOR MATERIAL LEGEND E-1 SIDING TYPE ONE - BRICK, COURSING AS INDICATED. 'BELDEN BRICK', COLOR: EBONY BLACK. E-2 SIDING TYPE TWO - METAL PANEL SIDING. 'METALSPAN' DESIGNER SERIES 16" FLUTED, VERTICAL ORIENTATION. COLOR: TERRACOTTA E-3 SIDING TYPE THREE - METAL PANEL SIDING. METALSPAN 'CF ARCHITECTURAL WALL PANEL' , VERTICAL ORIENTATION. COLOR: REGAL GRAY E-4 SIDING TYPE FOUR- COURSED GRANITE. COLOR AS SELECTED. E-5 SIDING TYPE FIVE - METAL PANEL SIDING. METALSPAN 'CF ARCHITECTURAL WALL PANEL' , VERTICAL ORIENTATION. COLOR: SMOKE GRAY E-6 ENTRY DOOR - SEE DOOR SCHEDULE FOR SIZE AND MATERIAL. DOORS MUST MEET U-VALUE SPECIFIED IN BUILDING ENVELOPE REQUIREMENTS ON SHEET A010. COLOR: AS SELECTED BY ARCHITECT. E-7 STONE TRIM - GRANITE SILL AND STRETCHER COURSES. COLOR AS SELECTED BY ARCHITECT. E-8 STOREFRONT -PROVIDE SYSTEM AND COMPONENTS WITH THERMALLY BROKEN FRAME AND INSULATED GLASS. STOREFRONT MUST MEET U-VALUE SPECIFIED IN BUILDING ENVELOPE REQUIREMENTS ON SHEET A010. COLOR: BLACK. ( SEE WINDOW SCHEDULE ) E-9 WINDOWS - FIBERGLASS OR COMPOSITE. WINDOWS MUST MEET U-VALUE SPECIFIED IN BUILDING ENVELOPE REQUIREMENTS ON SHEET A010. COLOR: AS SELECTED BY ARCHITECT. ( SEE WINDOW SCHEDULE ) E-10 WINDOW TRIM: BRICKMOLD CASING AROUND WINDOW. COLOR: AS SELECTED BY ARCHITECT. E-11 TRIM - 5/4" 'HARDIE TRIM' FIBER CEMENT BOARDS IN SIZES INDICATED. COLOR AS SELECTED E-12 PREFINISHED 20-GAUGE MIN. COPING. ALL LAP JOINTS SHALL BE FORMED AND ALL FASTENERS SHALL BE CONCEALED. COLOR: BLACK E-13 PROJECTIONS OVER WINDOWS TO HAVE FACIAS AND SOFFITS WRAPPED IN 20 GA. MIN. BREAK E-14 'ATAS' STERRACORE WALL PANEL, ORIENTATION AS SHOWN. COLOR: MEDIUM BRONZE. BID ALTERNATE: 'HARDIE' PANEL SIDING. COLOR: TIMBER BARK L-1 EXTERIOR WALL MOUNTED LIGHTING FIXTURE. 'TWILIGHT' BY MODERM FORMS. MODEL NUMBER WS-W5516-BK. BLACK FINISH. L-2 EXTERIOR WALL MOUNTED LIGHTING FIXTURE. 'STREETWORKS GAW GALLEON' BY COOPER LIGHTING. BLACK FINISH. SECOND FLOOR227'-0" FIRST FLOOR 217'-0" 21 A301 THIRD FLOOR237'-0" ROOF DECK247'-0" 1011 1312 E-1 E-3 E-2 E-4 E-9 E-11 E-5 E-12 E-7 E-10E-3 E-11E-11 E-13 1 A502 1 A503 1 A504 67 E-14 SECOND FLOOR227'-0" FIRST FLOOR217'-0" TOP OF GARAGE FLOOR207'-0" THIRD FLOOR237'-0" ROOF DECK247'-0" 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " CDE B AFG E-1 E-2 E-3 E-4 E-7 E-9 E-5 E-11E-12 E-10 E-13 Ra b i d e a u Ar c h i t e c t s 55 0 H i n e s b u r g R o a d Su i t e 1 0 1 So u t h B u r l i n g t o n . V T 0 5 4 0 3 80 2 8 6 3 0 2 2 2 Ra b i d e a u - A r c h i t e c t s . c o m © 2 0 1 3 R a b i d e a u A r c h i t e c t s , I N C . SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SC A L E : 1 / 8 " = 1 ' - 0 " E:\ r e v i t f i l e s \ 2 2 0 8 - B O U R N E S T E X A C O - M U L T I F A M I L Y - 0 8 - 1 6 - 2 3 _ a l l e n @ r a b i d e a u - a r c h i t e c t s . c o m . r v t A202 EX T E R I O R E L E V A T I O N S MU L T I - F A M I L Y B U I L D I N G SO U T H B U R L I N G T O N , V E R M O N T 2208 BO U R N E P R O P E R T I E S 07/12/2022 RE V I S I O N S No . De s c r i p t i o n Da t e D R E V I S E D P L A T S U B M I S S I O N 03 / 0 1 / 2 4 1/8" = 1'-0"1 EAST ELEVATION 1/8" = 1'-0"2 SOUTH ELEVATION EXTERIOR MATERIAL LEGEND E-1 SIDING TYPE ONE - BRICK, COURSING AS INDICATED. 'BELDEN BRICK', COLOR: EBONY BLACK. E-2 SIDING TYPE TWO - METAL PANEL SIDING. 'METALSPAN' DESIGNER SERIES 16" FLUTED, VERTICAL ORIENTATION. COLOR: TERRACOTTA E-3 SIDING TYPE THREE - METAL PANEL SIDING. METALSPAN 'CF ARCHITECTURAL WALL PANEL' , VERTICAL ORIENTATION. COLOR: REGAL GRAY E-4 SIDING TYPE FOUR- COURSED GRANITE. COLOR AS SELECTED. E-5 SIDING TYPE FIVE - METAL PANEL SIDING. METALSPAN 'CF ARCHITECTURAL WALL PANEL' , VERTICAL ORIENTATION. COLOR: SMOKE GRAY E-7 STONE TRIM - GRANITE SILL AND STRETCHER COURSES. COLOR AS SELECTED BY ARCHITECT. E-9 WINDOWS - FIBERGLASS OR COMPOSITE. WINDOWS MUST MEET U-VALUE SPECIFIED IN BUILDING ENVELOPE REQUIREMENTS ON SHEET A010. COLOR: AS SELECTED BY ARCHITECT. ( SEE WINDOW SCHEDULE ) E-10 WINDOW TRIM: BRICKMOLD CASING AROUND WINDOW. COLOR: AS SELECTED BY ARCHITECT. E-11 TRIM - 5/4" 'HARDIE TRIM' FIBER CEMENT BOARDS IN SIZES INDICATED. COLOR AS SELECTED E-12 PREFINISHED 20-GAUGE MIN. COPING. ALL LAP JOINTS SHALL BE FORMED AND ALL FASTENERS SHALL BE CONCEALED. COLOR: BLACK E-13 PROJECTIONS OVER WINDOWS TO HAVE FACIAS AND SOFFITS WRAPPED IN 20 GA. MIN. BREAK E-14 'ATAS' STERRACORE WALL PANEL, ORIENTATION AS SHOWN. COLOR: MEDIUM BRONZE. BID ALTERNATE: 'HARDIE' PANEL SIDING. COLOR: TIMBER BARK • PR O V I D E M A S O N R Y C A V I T Y W A L L O V E R 1 " M I N . A I R S P A C E W / S T R U C T U R A L B A C K -UP . F A C E S H A L L B E A S S E L E C T E D B Y AR C H I T E C T . C O U R S I N G I N D I C A T E D O N T H E E L E V A T I O N S , S E C T I O N S , A N D D E T A I L S . W H E R E I N F O R M A T I O N I S U N C L E A R , C O N S U L T AR C H I T E C T F O R C L A R I F I C A T I O N . • FIN I S H S E A L A N T J O I N T S S H A L L M A T C H P R O F I L E A N D C O L O R O F T Y P I C A L M O R T A R J O I N T S . • PR O V I D E 4 0 M I L . C O M P O S I T E S E L F -AD H E R E D F L A S H I N G , I . E . , ' C C W -70 5 -TW F ' B Y C A R L I S L E , O R A P P R O V E D E Q U A L , A T A L L WIN D O W A N D D O O R H E A D S , S H E L F A N G L E S , B A S E O F M A S O N R Y W A L L A N D E L S E W H E R E A S I N D I C A T E D O R A S O T H E R W I S E RE Q U I R E D . LE G E N D : GE N E R A L N O T E S : RO O F : TY P I C A L F L O O R : FO U N D A T I O N : EX T E R I O T M A T E R I A L S : SE C O N D F L O O R 22 7 ' - 0" FI R S T F L O O R 21 7 ' - 0" TO P O F G A R A G E F L O O R 20 7 ' - 0" TH I R D F L O O R 23 7 ' - 0" RO O F D E C K 24 7 ' - 0" 1 F- 1 F- 2 F- 3 F- 4 F- 5 F- 6 F- 8 F- 7 F- 9 F- 1 0 F- 6 F- 1 1 F- 1 2 F- 3 F- 1 F- 4 T- 1 T- 3 T- 4 T- 5 T- 6 T- 7 T- 9 T- 1 0 T- 1 1 R- 1 1 T- 1 T- 3 T- 4 T- 5 T- 6 T- 7 T- 9 T- 1 0 T- 1 1 T- 3 R- 1 T- 9 T- 1 0 T- 1 1 R- 2 R- 2 R- 9 R- 1 0 R- 5 R- 6 R- 7 R- 8 R- 4 R- 6 R- 8 R- 1 2 T- 1 0 T- 1 0 T- 7 R- 1 3 E- 3 E- 3 E- 9 E- 9 E- 9 E- 1 1 E- 1 1 E- 1 2 E- 1 2 E- 1 1 E- 1 1 8' - 8" 1 1/2"3 1/2" 7 3/4"3' - 4 1/4" 5/8" 7 1/4" 5/8" 7' - 0"3' - 0"7' - 0"8 1/2"3 1/2"1' - 1 1/4" 3 1/2" 8' - 7 1/4" 33' - 1 1/2" 3' - 0" 5/8" 1' - 6" 1 1/8" 8' - 4 1/4" 1 1/8" 1' - 6" 1 3/4" 8' - 3 1/8" 1 1/8" 1' - 6" 1 3/4" 8' - 3 1/8"2' - 6" MINIMUM 7' - 6" 3 1/8" 8' - 0" 3 1/8" 7' - 0"1' - 0" 4 1/4" 7' - 0"1' - 0" T- 8 T- 8 F- 4 F- 1 5 T- 1 4 T- 1 8 E- 7 E- 4 T- 7 T- 7 E- 3 10' - 0"10' - 0"10' - 0" T- 1 R- 3 R- 1 2 R- 1 0 E- 1 3 R- 8 R- 9 1/2" / 12" 1/4" / 12" 1' - 0 " T- 7 T- 2 5 T- 2 5 Ra b i d e a u Ar c h i t e c t s 55 0 H i n e s b u r g R o a d Su i t e 1 0 1 So u t h B u r l i n g t o n . V T 0 5 4 0 3 80 2 8 6 3 0 2 2 2 Ra b i d e a u - A r c h i t e c t s . c o m © 2 0 1 3 R a b i d e a u A r c h i t e c t s , I N C . SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION SC A L E : 3 / 4 " = 1 ' - 0 " E:\ r e v i t f i l e s \ 2 2 0 8 - B O U R N E S T E X A C O - M U L T I F A M I L Y - 0 8 - 1 6 - 2 3 _ a l l e n @ r a b i d e a u - a r c h i t e c t s . c o m . r v t A501 WA L L S E C T I O N ' A ' MU L T I - F A M I L Y B U I L D I N G SO U T H B U R L I N G T O N , V E R M O N T 2208 BO U R N E P R O P E R T I E S 07/12/2022 RE V I S I O N S No . De s c r i p t i o n Da t e D R E V I S E D P L A T S U B M I S S I O N 03 / 0 1 / 2 4 E- 3 S I D I N G T Y P E T H R E E - M E T A L P A N E L S I D I N G . M E T A L S P A N ' C F A R C H I T E C T U R A L W A L L P A N E L ' , V E R T I C A L O R I E N T A T I O N . CO L O R : R E G A L G R A Y E- 4 S I D I N G T Y P E F O U R - C O U R S E D G R A N I T E . C O L O R A S S E L E C T E D . E- 7 S T O N E T R I M - G R A N I T E S I L L A N D S T R E T C H E R C O U R S E S . C O L O R A S S E L E C T E D B Y A R C H I T E C T . E- 9 W I N D O W S - F I B E R G L A S S O R C O M P O S I T E . W I N D O W S M U S T M E E T U - V A L U E S P E C I F I E D I N B U I L D I N G E N V E L O P E RE Q U I R E M E N T S O N S H E E T A 0 1 0 . C O L O R : A S S E L E C T E D B Y A R C H I T E C T . ( S E E W I N D O W S C H E D U L E ) E- 1 1 T R I M - 5 / 4 " ' H A R D I E T R I M ' F I B E R C E M E N T B O A R D S I N S I Z E S I N D I C A T E D . C O L O R A S S E L E C T E D E- 1 2 P R E F I N I S H E D 2 0 - G A U G E M I N . C O P I N G . A L L L A P J O I N T S S H A L L B E F O R M E D A N D A L L F A S T E N E R S S H A L L B E CO N C E A L E D . C O L O R : B L A C K E- 1 3 P R O J E C T I O N S O V E R W I N D O W S T O H A V E F A C I A S A N D S O F F I T S W R A P P E D I N 2 0 G A . M I N . B R E A K F- 1 C O N C R E T E F O O T I N G P E R S T R U C T U R A L D R A W I N G S . F- 2 P R O V I D E C O N T I N U O U S P E R F O R A T E D F O O T I N G D R A I N I F R E Q U I R E D B Y S T R U C T U R A L A N D / O R C I V I L D R A W I N G S . F- 3 P O U R E D I N P L A C E C O N C R E T E F O U N D A T I O N P E R S T R U C T U R A L D R A W I N G S . F- 4 G R A N U L A R B A S E C O U R S E P E R S T R U C T U R A L D R A W I N G S . F- 5 P R O V I D E V A P O R B A R R I E R P E R S T R U C T U R A L D R A W I N G S , F- 6 P O U R E D I N P L A C E C O N C R E T E F L O O R S L A B P E R S T R U C T U R A L D R A W I N G S . F- 7 P R O V I D E 2 " T H I C K R I G I D I N S U L A T I O N T H E R M A L B R E A K . ( C O N T I N U O U S ) F- 8 P R O V I D E E X P A N S I O N J O I N T P E R S T R U C T U R A L D R A W I N G S F- 9 P R O V I D E M I N I M U M R - 3 8 U N F A C E D B A T T I N S U L A T I O N O V E R E N T I R E G A R A G E A R E A . F- 1 0 F L O O R S T R U C T U R E P E R S T R U C T U R A L D R A W I N G S . F- 1 1 P R O V I D E S P R A Y A P P L I E D D A M P P R O O F I N G A T A L L B E L O W G R A D E F O U N D A T I O N W A L L L O C A T I O N S . C O N T A C T AR C H I T E C T I F H I G H W A T E R T A B L E C O N D I T I O N S A R E E N C O U N T E R E D . F- 1 2 P R O V I D E S P R A Y A P P L I E D F I R E P R O O F I N G A S R E Q U I R E D . ( S E E H O R I Z O N T A L A S S E M B L Y D E T A I L S ) F- 1 5 P R O V I D E C E I L I N G S Y S T E M P E R R E F L E C T E D C E I L I N G P L A N S . P R O V I D E C O N T R O L J O I N T S A N D / O R E X P A N S I O N J O I N T S R- 1 R O O F S T R U C T U R E P E R S T R U C T U R A L D R A W I N G S . ( S E E H O R I Z O N T A L A S S E M B L Y D E T A I L S ) R- 2 R O O F S H E A T H I N G P E R S T R U C T U R A L D R A W I N G S , R- 3 R I G I D P O L Y I S O C Y A N U R A T E I N S U L A T I O N B O A R D S A P P L I E D M E C H A N I C A L L Y D I R E C T L Y T O R O O F D E C K . T A P E R E D A S RE Q U I R E D F O R D R A I N A G E ( M I N . 1 / 4 " P E R F O O T ) . P R O V I D E M I N . 6 " T H I C K R - 3 5 I N S U L A T I O N A T R O O F D R A I N S . S E E BU I L D I N G E N V E L O P E R E Q U I R E M E N T S F O R R E Q U I R E D R - V A L U E O F R O O F . R- 4 C A N O P Y S T R U C T U R E P E R S T R U C T U R A L D R A W I N G S R- 5 S P R A Y F O A M I N S U L A T I O N ( M I N . R - 4 4 ) . F I L L W A L L C A V I T Y T O T H I C K N E S S O F A D J A C E N T R O O F I N S U L A T I O N . R- 6 E X T E N D R O O F M E M B R A N E U P W A L L S A N D O V E R T O P O F P A R A P E T . S E A L U N D E R R O O F C O P I N G . R- 7 P R O V I D E E X T E R I O R G R A D E F I B E R G L A S S G Y P S Y M S H E A T H I N G O N I N S I D E O F P A R A P E T W A L L S . R- 8 6 0 M I L . T P O M E M B R A N E R O O F I N G S Y S T E M . ' R H I N O B O N D ' S Y S T E M O R A P P R O V E D E Q U A L . R- 9 P R O V I D E T A P E R E D I N S U L A T I O N B O A R D S F O R R O O F D R A I N A G E . R- 1 0 E X T E N D R O O F M E M B R A N E U P W A L L 1 8 " M I N . A N D S E A L T O W A L L S H E A T H I N G . E X T E R I O R W E A T H E R B A R R I E R T O OV E R L A P R O O F M E M B R A N E A M I N . O F 6 " . T A P E A N D S E A L A L L S E A M S . R- 1 1 P R O V I D E E X T E R I O R G R A D E G Y P S U M C E I L I N G U N D E R A L L R O O F C A N O P I E S , R E C E S S E D E N T R I E S , A N D O V E R H A N G S . R- 1 2 P R O V I D E A N D I N S T A L L R O O F T O W A L L F L A S H I N G . R- 1 3 P R O V I D E T A P E R E D R I G I D I N S U L A T I O N A T T O P O F P A R A P E T W A L L T O A L L O W D R A I N A G E T O M A I N R O O F . T- 1 E X T E R I O R W O O D S T U D W A L L S Y S T E M ( S E E P A R T I T I O N A S S E M B L I E S F O R D E T A I L S ) T- 3 CA V I T Y I N S U L A T I O N - M I N E R A L W O O L . P R O V I D E R - 2 1 M I N I M U M . T- 4 FL O O R S H E A T H I N G ( S E E S T R U C T U R A L ) T- 5 FL O O R S Y S T E M P E R S T R U C T U R A L D R A W I N G S . ( S E E H O R I Z O N T A L A S S E M B L Y D E T A I L S ) T- 6 FI L L F L O O R C A V I T Y W I T H S O U N D A T T E N U A T I O N B A T T S . P R O V I D E M I N R - 3 0 W H E N U N A B L E T O F I L L E N T I R E C A V I T Y T- 7 2 X W O O D N A I L E R S A N D B L O C K I N G ( C O N T . ) N O T E : E X T E N D 2 X B L O C K I N G @ W I N D O W A N D D O O R O P E N I N G S A N D T O P O F PA R A P E T S T O B E F L U S H W I T H E X T E R I O R O F Z I P S Y S T E M S H E A T H I N G . B L O C K I N G A T M E C H A N I C A L V E N T S M A Y V A R Y . CO O R D I N A T E W I T H V E N T R E Q U I R E M E N T S . T- 8 PR O V I D E 3 / 4 " W I N D O W S T O O L A N D A P R O N A T A L L W I N D O W S . M A T E R I A L A N D F I N I S H A S S E L E C T E D B Y A R C H I T E C T . T- 9 WIN D O W / D O O R H E A D E R A S R E Q U I R E D . F I L L H E A D E R C A V I T Y W I T H I N S U L A T I O N . ( S E E S T R U C T U R A L ) T- 1 0 P R O V I D E F L A S H I N G A T A L L D O O R S , W I N D O W S , L O U V E R S , A N D M I S C . A R E A S A S I N D I C A T E D . T- 1 1 P R O V I D E G Y P S U M B O A R D R E T U R N S A T A L L W I N D O W / D O O R H E A D S A N D J A M B S . T- 1 4 P R O V I D E A N D I N S T A L L S T R U C T U R A L F I B E R G L A S S A N G L E F O R A T T A C H M E N T O F S I L L S O V E R R I G I D I N S U L A T I O N . T- 1 8 S T E E L L I N T E L P E R S T R U C T U R A L T- 2 5 P R O V I D E 1 / 2 " Z I P S Y S T E M S H E A T H I N G 3/ 4 " = 1 ' - 0 " 1 WA L L S E C T I O N ' A ' Ra b i d e a u Ar c h i t e c t s 55 0 H i n e s b u r g R o a d Su i t e 1 0 1 So u t h B u r l i n g t o n . V T 0 5 4 0 3 80 2 8 6 3 0 2 2 2 Ra b i d e a u - A r c h i t e c t s . c o m © 2 0 1 3 R a b i d e a u A r c h i t e c t s , I N C . SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION E:\ r e v i t f i l e s \ 2 2 0 8 - B O U R N E S T E X A C O - M U L T I F A M I L Y - 0 8 - 1 6 - 2 3 _ a l l e n @ r a b i d e a u - a r c h i t e c t s . c o m . r v t A901 3D V I E W MU L T I - F A M I L Y B U I L D I N G SO U T H B U R L I N G T O N , V E R M O N T 2208 BO U R N E P R O P E R T I E S 07/12/2022 1 3D VIEW - 1 RE V I S I O N S No . De s c r i p t i o n Da t e D R E V I S E D P L A T S U B M I S S I O N 03 / 0 1 / 2 4 Ra b i d e a u Ar c h i t e c t s 55 0 H i n e s b u r g R o a d Su i t e 1 0 1 So u t h B u r l i n g t o n . V T 0 5 4 0 3 80 2 8 6 3 0 2 2 2 Ra b i d e a u - A r c h i t e c t s . c o m © 2 0 1 3 R a b i d e a u A r c h i t e c t s , I N C . SHEET NUMBER PROJECT #: PRELIMINARY NOT FOR CONSTRUCTION E:\ r e v i t f i l e s \ 2 2 0 8 - B O U R N E S T E X A C O - M U L T I F A M I L Y - 0 8 - 1 6 - 2 3 _ a l l e n @ r a b i d e a u - a r c h i t e c t s . c o m . r v t A902 3D V I E W MU L T I - F A M I L Y B U I L D I N G SO U T H B U R L I N G T O N , V E R M O N T 2208 BO U R N E P R O P E R T I E S 07/12/2022 RE V I S I O N S No . De s c r i p t i o n Da t e D R E V I S E D P L A T S U B M I S S I O N 03 / 0 1 / 2 4 1 3D VIEW - 2