HomeMy WebLinkAboutSD-23-07 - Plans - Non-Record - 0600 Spear Street121121EXISTING PLAN & ELEVATIONSScale: 1/8" = 1'-0"EXISTING FIRST FLOOR PLAN1Drawn By:MMSheet:Date:05 APRIL 2023Revisions:SHEET INFORMATION
600 SPEAR ST6 6554433221A1BCDBACDALTERATIONS TO
Checked By:xEC1 TiMic Drafting &Designworking for your visionOffices inThetford & Montpelier, VtT:802.683.7027M:802.793.6862SOUTH BURLINGTON, VERMONT
METAL BUILDINGSCHEMATICDESIGN Scale: 1/8" = 1'-0"EXISTING SOUTH ELEVATION2Scale: 1/8" = 1'-0"EXISTING WEST ELEVATION3Scale: 1/8" = 1'-0"EXISTING NORTH ELEVATION4Scale: 1/8" = 1'-0"EXISTING EAST ELEVATION5
121EXISTING ROOF TRIM. PAINTNEW PAINTED STEEL CANOPY(PAINTED BLACK) W/DOWNSPOUT (PAINTED RED)REPLACE EXISTING DOORWITH FULL LIGHT DOORDOWN LIGHT W/ UNITNUMBER TYP.DOWN LIGHTSOLID PANELREPLACE EXISTING DOOR WITHFULL LIGHT DOOR FLIP SWINGBUILDINGSIGNAGEGLASS INFILL WALL WITHMURAL BEHINDDOOR AND WINDOWFRAMES PAINTED BLACKOVERHEAD DOORS PAINTEDBLACKPROVIDE PRICING OPTIONFOR ALUMINUM FRAMEAWNINGS WITH ALUMINUMPANELSNEW GUTTERS AND DOWNSPOUTS TIE INTO EXISTINGDRAINAGE121EXISTING ROOF TRIM. PAINTNEW PAINTED STEEL CANOPY(PAINTED BLACK) W/DOWNSPOUT (PAINTED RED)REPLACE EXISTING DOORWITH FULL LIGHT DOORDOWN LIGHT W/ UNITNUMBER TYP.DOWN LIGHTREPLACE EXISTING DOOR WITHFULL LIGHT DOOR FLIP SWINGBUILDINGSIGNAGESTOREFRONT GLASS WALLDOOR AND WINDOWFRAMES PAINTED BLACKOVERHEAD DOORS PAINTEDBLACKPROVIDE PRICING OPTIONFOR ALUMINUM FRAMEAWNINGS WITH ALUMINUMPANELSWOOD BENCHCANOPY SUPPORT, WOODSIDINGCANOPY ROOF, CREATECRICKET TO DRAIN TO EACHSIDE.STOREFRONT WINDOWSINFILL EXISTING DOOR OPENINGWITH STOREFRONT WINDOWSWOOD FLAT SIDINGEXISTING EXPOSED CONCRETESOLID PANELSOLID PANELCORNER POSTWRAPPED IN METALPAINTED HORIZONTALWOODPROPOSED ELEVATIONS Scale: 1/4" = 1'-0"PROPOSED SOUTH ELEVATION OP A1Drawn By:MMSheet:Date:05 APRIL 2023Revisions:SHEET INFORMATION
600 SPEAR ST6 6554433221A1BCDBACDALTERATIONS TO
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METAL BUILDINGSCHEMATICDESIGNScale: 1/4" = 1'-0"PROPOSED WEST ELEVATION2Scale: 1/4" = 1'-0"PROPOSED SOUTH ELEVATION OP B1
121BUILDINGSIGNAGENEW PAINTED STEEL CANOPY(PAINTED BLACK) W/DOWNSPOUT (PAINTED RED)REPLACE EXISTING DOORWITH FULL LIGHT DOORDOWN LIGHTOPERABLE WINDOWSSOLID PANEL, PAINT TOMATCH DOORSREPLACE EXISTING DOOR WITHFULL LIGHT DOOR FLIP SWINGFRAME OF DOORS & WINDOWSPAINTED BLACKPAINT ROOF DARK GRAYROOF TRIM AND GUTTERPAINTED BLACKWALLS PAINTED BRICK REDPROPOSED ELEVATIONS Scale: 1/4" = 1'-0"PROPOSED NORTH ELEVATION1Drawn By:MMSheet:Date:05 APRIL 2023Revisions:SHEET INFORMATION
600 SPEAR ST6 6554433221A1BCDBACDALTERATIONS TO
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METAL BUILDINGSCHEMATICDESIGNScale: 1/4" = 1'-0"PROPOSED EAST ELEVATION2
REPLACE EXISTING OVERHEADDOOR WITH METAL PANELAND OPERABLE WINDOWS.(SEE ELEVATIONS)PAINT WALL WITHCOMMUNITY MURALEXISTING OVERHEAD DOOREXISTINGOFFICEEXISTINGBATHROOMEXISTINGSHOP SPACEINTERIOR NOT MEASUREDINTERIOR NOT MEASUREDINTERIOR NOT MEASURED33 - 50sf. TENANTSTORAGE SPACESTENANT BIKE SHOPTENANT WORK SHOPREPLACE EXISTING OVERHEADDOOR WITH METAL PANELAND OPERABLE WINDOWS.(SEE ELEVATIONS)LOADING AREAEXISTING OVERHEAD DOOREXISTING OVERHEAD DOOR123456789101112131417191816201521223323322431253026292728CARTSTORAGECARTSTORAGEMAINTAIN 60" CORRIDORSEXISTING OVERHEAD DOOREXISTINGOFFICEEXISTINGBATHROOMEXISTINGSHOP SPACEINTERIOR NOT MEASUREDINTERIOR NOT MEASUREDINTERIOR NOT MEASUREDTENANT BIKE SHOPTENANT WORK SHOPREPLACE EXISTING OVERHEADDOOR WITH METAL PANELAND OPERABLE WINDOWS.(SEE ELEVATIONS)LOADING AREAEXISTING OVERHEAD DOOREXISTING OVERHEAD DOOR08111007120613CARTSTORAGEWINDOW SEATCOMMUNITY WORKTABLETENANT SHARED OFFICESPACECOFFEE BAR15161718192025242322211426020103040509PROPOSED ELEVATIONS
Drawn By:MMSheet:Date:05 APRIL 2023Revisions:SHEET INFORMATION
600 SPEAR ST6 6554433221A1BCDBACDALTERATIONS TO
Checked By:xA1 TiMic Drafting &Designworking for your visionOffices inThetford & Montpelier, VtT:802.683.7027M:802.793.6862SOUTH BURLINGTON, VERMONT
METAL BUILDINGSCHEMATICDESIGNScale: 3/16" = 1'-0"PROPOSED FLOOR PLAN OP A1Scale: 3/16" = 1'-0"PROPOSED FLOOR PLAN OP B2
123ARCHITECTURALSHINGLESCLAPBOARDSIDINGCLADWINDOWSSTAINED TIMBERPOSTSC235TW3046TW3046C235TW3046TW3046TW3046TW3046123100' - 0" 109' - 4"T.O. 2ND SUBFLOORT.O. 1ST SUBFLOOR130' - 8"T.O.RIDGE118' - 6 3/4"T.O.ATTIC SUBFLOOR9'-4"9'-2 3/4"12'-1 1/8"
30'-8"TW3046128C2351210TW2046TW3046TW3046TW3046C235C235ARCHITECTURALSHINGLESCLAPBOARDSIDINGCLADWINDOWSSTAINEDSCREEN WALLTO STAIRS,BIKES, WALKTROUGH TOLAWNSTAINED TIMBERPOSTSSTAINED TIMBERPOSTSPAINTED TRIMTW3046C235C235100' - 0" 109' - 4"T.O. 2ND SUBFLOORT.O. 1ST SUBFLOOR130' - 8"T.O.RIDGE118' - 6 3/4"T.O.ATTIC SUBFLOOR9'-4"9'-2 3/4"12'-1 1/8"100' - 0" 109' - 4"T.O. 2ND SUBFLOORT.O. 1ST SUBFLOOR129' - 6 3/4"T.O.RIDGE118' - 6 3/4"T.O.ATTIC SUBFLOOR9'-4"9'-2 3/4"11'-0"
29'-6 3/4"100' - 0" 109' - 4"T.O. 2ND SUBFLOORT.O. 1ST SUBFLOOR130' - 8"T.O.RIDGE118' - 6 3/4"T.O.ATTIC SUBFLOOR9'-4"9'-2 3/4"12'-1 1/8"
30'-8"128STAINED WOODSCREEN DOORSSTAINED TIMBERSTAIRS ANDRAILINGARCHITECTURALSHINGLESPAINTED WOODSIDING123PROPOSED ELEVATIONS Scale: 1/4" = 1'-0"SIDE ELEVATION1Scale: 1/4" = 1'-0"STREET SIDE ELEVATION2Scale: 1/4" = 1'-0"CONNECTOR SECTION2Drawn By:MMSheet:Date:05 APRIL 2023Revisions:SHEET INFORMATION
600 SPEAR ST6 6554433221A1BCDBACDALTERATIONS TO
Checked By:xA3 TiMic Drafting &Designworking for your visionOffices inThetford & Montpelier, VtT:802.683.7027M:802.793.6862SOUTH BURLINGTON, VERMONT
TYPICAL 4 UNIT BUILDINGSCHEMATICDESIGN
TW3046TW3046128TW3046TW3046C235C235PAINTED TRIMPAINTED WOODSIDINGCLADWINDOWSSTAINED TIMBERPOSTSTW3046TW30461210TW3046TW3046TW3046TW3046TW3046TW3046TW3046TW3046PAINTED TRIMPAINTED WOODSIDINGCLADWINDOWSSTAINED TIMBERPOSTSSTAINEDSCREEN WALLARCHITECTURALSHINGLES100' - 0" 109' - 4"T.O. 2ND SUBFLOORT.O. 1ST SUBFLOOR129' - 6 3/4"T.O.RIDGE118' - 6 3/4"T.O.ATTIC SUBFLOOR9'-4"9'-2 3/4"11'-0"29'-6 3/4"TW3046TW3046TW3046TW3046STAINED TIMBERPOSTS100' - 0" 109' - 4"T.O. 2ND SUBFLOORT.O. 1ST SUBFLOOR130' - 8"T.O.RIDGE118' - 6 3/4"T.O.ATTIC SUBFLOOR9'-4"9'-2 3/4"12'-1 1/8"
30'-8"TO STAIRS,BIKES, WALKTROUGH TOLAWNPROPOSED ELEVATIONS Scale: 1/4" = 1'-0"SIDE ELEVATION1Scale: 1/4" = 1'-0"LAWN ELEVATION2Drawn By:MMSheet:Date:05 APRIL 2023Revisions:SHEET INFORMATION
600 SPEAR ST6 6554433221A1BCDBACDALTERATIONS TO
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TYPICAL 4 UNIT BUILDINGSCHEMATICDESIGN
10234812UP7541 12'-1 1/4"28'-0"11'-6"30'-0"4'-9"12'-1 1/4"2'-0"7'-5"18'-7"3'-6"
9 1/2"UNIT BBEDROOMENTRYDININGKITCHENLIVINGBIKESTORAGETRASH /RECYCLINGCOVEREDAREA28'-0"10'-7"30'-0"UNIT ABEDROOMENTRYDININGKITCHENLIVINGDECK5'-0"13'-6"9'-6"DECK2 63
4'-0"PROPOSED FIRST FLOOR PLANScale: 1/4" = 1'-0"FIRST FLOOR PLANS1Drawn By:MMSheet:Date:05 APRIL 2023Revisions:SHEET INFORMATION
600 SPEAR ST6 6554433221A1BCDBACDALTERATIONS TO
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TYPICAL 4 UNIT BUILDINGSCHEMATICDESIGN
BEDROOM 1DININGLIVINGUNIT D1023481223456789101112131DN14
ENTRYOPEN TOBELOW28'-0"12'-1 1/4"28'-0"30'-0"
30'-0"28'-0"12'-1 1/4"28'-0"11'-0"
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PROPOSED SECOND FLOOR PLANScale: 1/4" = 1'-0"SECOND FLOOR PLANS1Drawn By:MMSheet:Date:05 APRIL 2023Revisions:SHEET INFORMATION
600 SPEAR ST6 6554433221A1BCDBACDALTERATIONS TO
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TYPICAL 4 UNIT BUILDINGSCHEMATICDESIGN
SOUTH BURLINGTON, VERMONT
600 Spear Street
Engineer & Landscape Architect:
Trudell Consulting Engineers (TCE)
478 Blair Park Road
Williston, VT 05495
(802) 879-6331
Owner/Applicant:
600 Spear FJT, LLC
600 Spear EBT, LLC
One National Life
Montpelier, VT 05604
(802) 578-2536
Architect:
TiMic Drafting & Design
Thetford & Montpelier, VT
(802) 793-6862
FINAL PLAT SUBMISSION SET
(NOT FOR CONSTRUCTION)
TCE PROJECT NO: 19-268
05/18/23 NOT FOR CONSTRUCTIONLAST REVISED:
USE AND INTERPRETATION OF THE DRAWINGS
BEFORE USING THESE PLANS ENSURE THAT YOU HAVE THE LATEST REVISION
1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including,
but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans,
private and public utilities, and other pertinent permits for construction.
3. Owner and Architect are responsible for final design and location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains the most current revisions. If unsure, please contact TCE.
PERMIT DESCRIPTION: Final Plat
TAX ID: SPAN: 600-188-11469
PARCEL: 1640-00600
Sheet List Table
Sheet Number Sheet Title
No. 9020
CIVILABIGAIL A .
D
E
RYSTA TE O F VER
M
ONT
PROF
ESSIONAL
E N G INEERLICEN S E D
S1-02 P.U.D. Plat
C1-00 Legend & Notes
C1-01 Existing Conditions
C2-00 Overall Site Plan
C2-01 Entrance Plan
C2-02 Layout & Materials Plan
C2-03 Grading Plan
C2-04 Phasing Plan
C3-01 Utility Plan Overview
C3-02 Wastewater and Water Utility Plan
C3-03 Stormwater Utility Plan
C3-04 Utility Crossing Plan
C4-01 Existing Stormwater Plan
C4-02 Proposed Stormwater Plan
C4-03 Annotated Maintenance Plan
C5-01 Overall EPSC Plan
C6-01 Plan and Profile
C6-02 Plan and Profile
C6-03 Sewer Plan and Profile
C8-101 Site Details
C8-102 Site Details
C8-201 Sanitary Details
C8-202 Sanitary Details
C8-203 Pump Station Profile
C8-204 Pump Station Plan View
C8-301 Water Details
C8-401 Stormwater Details
C8-402 Stormwater Details
C8-403 Stormwater Notes
C8-501 Erosion Details
C8-502 EPSC Low Risk Handbook Sheet 1
C8-503 EPSC Low Risk Handbook Sheet 2
VAOT D20 Highway Crossing Sleeves
C10-01 Emergency Vehicle Diagram
C10-02 Snow Storage Diagram
C10-03 Pavement Marking & Signage Plan
LA1-01 Landscape Plan
LA1-02 Landscape Plan
LA2-01 Landscape Details
LA2-01 Landscape Details
LI1-01 Lighting Plan
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
No. 9020
CIVILABIGAIL A .
D
E
RYSTA TE O F VER
M
ONT
PROF
ESSIONAL
E N G INEERL ICEN S E D
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
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
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CONSTRUCTION NOTES FOR CONTRACTOR & CLIENT/OWNER:
1.CONTRACT DOCUMENTS: THESE PLANS WERE PREPARED BY TRUDELL CONSULTING ENGINEERS (TCE) AND ARE INTENDED TO BE USED IN CONJUNCTION WITH THE STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT, #C-700 PREPARED BY THE ENGINEERS JOINT
CONTRACT DOCUMENTS COMMITTEE (EJCDC), LATEST EDITION. COPIES ARE AVAILABLE AT WWW.NSPE.ORG/EJCDC.
2.UNDERGROUND IMPROVEMENTS: THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS SHOWN ARE ASSUMED BASED ON RESEARCH, UTILITY PLANS PROVIDED BY OTHERS, AND/OR SURFACE EVIDENCE AVAILABLE AND WERE OBTAINED IN A MANNER
CONSISTENT WITH THE ORDINARY STANDARD OF PROFESSIONAL CARE AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE DESIGN ENGINEER.
3.DIFFERING SUBSURFACE OR PHYSICAL CONDITIONS: IF CONTRACTOR BELIEVES THAT ANY SUBSURFACE OR PHYSICAL CONDITION AT OR CONTIGUOUS TO THE SITE THAT IS UNCOVERED OR REVEALED EITHER: (1) IS OF SUCH A NATURE AS TO ESTABLISH THAT ANY “TECHNICAL DATA”
ON WHICH CONTRACTOR RELIED IS MATERIALLY INACCURATE; OR (2) IS OF SUCH A NATURE AS TO REQUIRE A CHANGE IN THE PLANS/CONTRACT DOCUMENTS; OR (3) DIFFERS MATERIALLY FROM THAT SHOWN OR INDICATED IN THE PLANS/CONTRACT DOCUMENTS; OR (4) IS OF
AN UNUSUAL NATURE, AND DIFFERS MATERIALLY FROM CONDITIONS ORDINARILY ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THE PLANS/CONTRACT DOCUMENTS; THEN CONTRACTOR SHALL, PROMPTLY AFTER
BECOMING AWARE THEREOF AND BEFORE FURTHER DISTURBING THE SUBSURFACE OR PHYSICAL CONDITIONS OR PERFORMING ANY WORK IN CONNECTION THEREWITH (EXCEPT IN AN EMERGENCY), NOTIFY OWNER AND ENGINEER ABOUT SUCH CONDITION. CONTRACTOR SHALL
NOT FURTHER DISTURB SUCH CONDITION OR PERFORM ANY WORK IN CONNECTION THEREWITH (EXCEPT AS AFORESAID) UNTIL RECEIPT OF WRITTEN ORDER TO DO SO. ALL PARTIES INVOLVED (OWNER, ENGINEER, ARCHITECT AND MUNICIPALITY IF APPLICABLE) SHALL AGREE UPON
HOW TO PROCEED AND ANY RELATED COST IMPLICATIONS.
4.UTILITIES: PRIVATE AND PUBLIC UTILITIES SUCH AS ELECTRIC, TELEPHONE, GAS, CABLE, FIBER OPTIC ETC. ARE THE RESPONSIBILITY OF THE RESPECTIVE UTILITY COMPANY. ANY INFORMATION SHOWN BY TCE SHOULD BE CONSIDERED PRELIMINARY (USUALLY TO ASSIST WITH PERMITTING.)
FINAL DESIGN, CONSTRUCTION AND MAINTENANCE ARE THE RESPONSIBILITY OF RESPECTIVE UTILITY COMPANIES. COMPLIANCE WITH EASEMENTS AND REGULATIONS (STATE AND LOCAL) ARE THE RESPONSIBILITY OF RESPECTIVE UTILITY COMPANY.
5.DIGSAFE: IN ACCORDANCE WITH VERMONT STATE LAW (VSA TITLE 30 CHAPTER 86 AND PSB RULE 3,800) THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT DIGSAFE SYSTEMS, INC. “DIGSAFE.” AT LEAST 48 HOURS , EXCLUDING SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS,
BUT NOT MORE THAN 30 DAYS BEFORE COMMENCING EXCAVATION ACTIVITIES, EXCEPT IN AN EMERGENCY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRE-MARKING THE SITE AND MAINTAINING DESIGNATED MARKINGS. FOR MORE INFORMATION ON DIGSAFE
REQUIREMENTS SEE WWW.DIGSAFE.COM OR (CALL 811).
6.JOBSITE SAFETY: NEITHER THE PROFESSIONAL ACTIVITIES OF TRUDELL CONSULTING ENGINEERS (TCE), NOR THE PRESENCE OF TCE OR ITS EMPLOYEES AND SUB CONSULTANTS AT A CONSTRUCTION SITE, SHALL RELIEVE THE GENERAL CONTRACTOR AND ANY OTHER ENTITY OF THEIR
OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, SUPERINTENDING OR COORDINATING ALL PORTIONS OF THE WORK OF CONSTRUCTION
IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES. TCE AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR OTHER ENTITY
OR THEIR EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PRECAUTIONS. THE CLIENT AGREES THAT THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOBSITE SAFETY, AND WARRANTS THAT THIS INTENT SHALL BE MADE EVIDENT IN THE CLIENT'S
AGREEMENT WITH THE GENERAL CONTRACTOR. THE CLIENT ALSO AGREES THAT THE CLIENT, TCE AND TCE'S CONSULTANTS SHALL BE INDEMNIFIED AND SHALL BE MADE ADDITIONALLY INSURED UNDER THE GENERAL CONTRACTOR'S GENERAL LIABILITY INSURANCE POLICY.
7.CODES AND STANDARDS COMPLIANCE: TCE SHALL EXERCISE USUAL AND CUSTOMARY PROFESSIONAL CARE IN ITS EFFORTS TO COMPLY WITH CODES, STANDARDS, REGULATIONS AND ORDINANCES IN EFFECT. THE OWNER ACKNOWLEDGES THAT SUCH REQUIREMENTS MAY BE
SUBJECT TO VARIOUS AND CONTRADICTORY INTERPRETATIONS. TCE, THEREFORE, WILL USE ITS REASONABLE PROFESSIONAL EFFORTS AND JUDGMENT TO INTERPRET APPLICABLE REQUIREMENTS AS THEY APPLY TO THE PROJECT. TCE, HOWEVER, CANNOT AND DOES NOT WARRANT
OR GUARANTEE THAT THE PROJECT WILL COMPLY WITH ALL INTERPRETATIONS OF SUCH REQUIREMENTS.
8.CONSTRUCTION OBSERVATION: TCE MAY VISIT THE PROJECT AT APPROPRIATE INTERVALS DURING CONSTRUCTION TO BECOME GENERALLY FAMILIAR WITH THE PROGRESS AND QUALITY OF THE CONTRACTOR'S WORK AND TO DETERMINE IF THE WORK IS PROCEEDING IN GENERAL
ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE OWNER HAS NOT RETAINED TCE TO MAKE DETAILED INSPECTIONS OR TO PROVIDE EXHAUSTIVE OR CONTINUOUS PROJECT REVIEW AND OBSERVATION SERVICES. TCE DOES NOT GUARANTEE THE PERFORMANCE OF, AND
SHALL NOT HAVE RESPONSIBILITY FOR, THE ACTS OR OMISSIONS OF ANY CONTRACTOR, SUB-CONTRACTOR, SUPPLIER OR ANY OTHER ENTITY FURNISHING MATERIALS OR PERFORMING ANY WORK ON THE PROJECT. TCE SHALL NOT SUPERVISE, DIRECT OR HAVE CONTROL OVER THE
CONTRACTOR'S WORK NOR HAVE ANY RESPONSIBILITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OF THE CONTRACTOR. IF THE OWNER DESIRES MORE EXTENSIVE PROJECT OBSERVATION OR FULL-TIME PROJECT REPRESENTATION, THE
OWNER SHALL REQUEST SUCH SERVICES BE PROVIDED BY TCE AS ADDITIONAL SERVICES.
9.THE CONTRACTOR SHALL REPAIR/RESTORE ALL DISTURBED AREAS (ON OR OFF THE SITE) AS A DIRECT OR INDIRECT RESULT OF THE CONSTRUCTION. ALL GRASSED AREAS SHALL BE MAINTAINED UNTIL FULL VEGETATION IS ESTABLISHED. MAINTAIN ALL TREES OUTSIDE OF
CONSTRUCTION LIMITS.
10.IN ADDITION TO THE REQUIREMENTS SET IN THESE PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL COMPLETE THE WORK IN ACCORDANCE WITH ALL PERMIT CONDITIONS, LOCAL PUBLIC WORKS STANDARDS AND ALL CONSTRUCTION SAFETY REGULATIONS.
11.ANY DEWATERING NECESSARY FOR THE COMPLETION OF THE SITEWORK SHALL BE CONSIDERED AS PART OF THE CONTRACT AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY.
12.IF THERE ARE ANY CONFLICTS OR INCONSISTENCIES WITH THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR VERIFICATION BEFORE WORK CONTINUES ON THE ITEM(S) IN QUESTION.
13.SEWER LATERAL CONNECTIONS ARE SOMETIMES NOT SHOWN FOR CLARITY. CONTRACTOR TO CONSULT WITH ENGINEER AND SUPPLY BENDS, CLEANOUTS, ETC. AS NECESSARY TO FACILITATE PROPER CONNECTION BETWEEN FOUNDATION WALL AND SEWER MAIN LINE.
14.CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH ALL RELEVANT PARTIES (INCLUDING, BUT NOT LIMITED TO OWNER, ARCHITECT AND UTILITY COMPANIES) TO DETERMINE FINAL LAYOUT AND DESIGN.
15.DESIGN AND CONSTRUCTION OF PEDESTRIAN WALKS, RAMPS AND DECKS BETWEEN BUILDINGS AND PARKING LOTS IS PROVIDED BY THE ARCHITECT AND INCORPORATED INTO THE BUILDING DESIGN, UNLESS INDICATED OTHERWISE.
16.ALL WATER LINE TAPS SHALL BE LIVE TAPS; EXISTING WATER LINE MUST REMAIN IN SERVICE DURING CONNECTION, UNLESS INDICATED OTHERWISE.
17.ROOF DOWNSPOUT CAN CONNECT TO ROOF DRAIN MANIFOLD (RD) AS DETERMINED BY ARCHITECT AND OWNER. THIS CONNECTION PIPE IS INCLUDED AS PART OF THE DESIGN PLAN BUT NOT SHOWN TO ALLOW FLEXIBILITY IN LOCATION AS NEEDED.
18.THRUST BLOCKS FOR PRESSURE LINES ARE NOT SHOWN FOR CLARITY PURPOSES. PROVIDE THRUST BLOCKS AT ALL BENDS, TEE AND REDUCES. PROJECT ENGINEER TO OBSERVE ALL THRUST BLOCKS PRIOR TO BACKFILL.
19.WATER MAIN OPERATED AT HIGH PRESSURE. ALL BUILDINGS SHALL CONFIRM STATIC INTAKE PRESSURE AND PROVIDE PRESSURE-REDUCING VALVES AS DEEMED APPROPRIATE BY THE MECHANICAL ENGINEER (OR ARCHITECT.)
20.CONTRACTOR TO SUPPLY DAYLIGHT PIPING FOR FOOTING DRAINS WITHIN CONSTRUCTION LIMITS. THE EXACT LOCATION MAY NOT BE CRITICAL. COORDINATE WITH OWNER AND PROJECT ENGINEER.
21.FOOTING DRAINS AROUND BUILDING MAY BE SHOWN BY OTHERS (BECAUSE IT IS WITHIN THE 5' ZONE AROUND BUILDING). FOOTING DRAINS AND PIPE TO DAYLIGHT SHALL BE INCLUDED EVEN IF NOT SHOWN. DAYLIGHT PIPE LOCATION TO SWALE MAY NOT BE CRITICAL SO LONG
AS IT DOES NOT CREATE ANY CONFLICT WITH OTHER UTILITIES, OR IMPACT ENVIRONMENTALLY SENSITIVE AREAS SUCH AS WETLANDS.
22.SEWER CONNECTIONS TO EXISTING MANHOLES SHALL INCLUDE WATERTIGHT CONNECTIONS, REFORMING INVERT TO PROVIDE SMOOTH FLOW STREAM AND TESTING TO ENSURE STRUCTURE IS WATERTIGHT. IF AN EXISTING MANHOLE IS FOUND NOT TO BE WATERTIGHT IT SHALL BE
EXPOSED AND REPAIRED ON THE OUTSIDE. PRIOR TO CONNECTING TO EXISTING MANHOLES, SUBMIT SHOP DRAWINGS ON CORE LOCATION, ANY REQUIRED PIPING (FOR DROP MANHOLES) AND CHANGES TO INVERT FORM.
23.FINAL RIMS OF SEWER MANHOLES AND WATER VALVES SHALL BE CONFIRMED AND COORDINATED WITH FINAL SITE GRADING. MINOR ADJUSTMENTS FROM DESIGN GRADES MAY BE REQUIRED BY OWNER OR ENGINEER AND SHALL BE INCLUDED.
24.ROCK REMOVAL WORK FOR BOULDERS UNDER 2.5 CUBIC YARDS IS INCLUDED AS PART OF EXCAVATION. ANY ROCK REMOVAL FOR 2.5 CUBIC YARDS OR GREATER SHALL BE TREATED AS LEDGE REMOVAL. THIS SHOULD BE REVIEWED AND AGREED UPON BY OWNER PRIOR TO
CONDUCTING ROCK REMOVAL.
25.THE GENERAL CONTRACTOR IS REQUIRED TO CONFORM TO THE STRICTEST INTERPRETATION OF THE CONTRACT DRAWING, SPECIFICATION, PERMITS AND CONSTRUCTION CONTRACT. ALL EARTH MATERIAL RECEIVED OR DISPOSED FROM OUTSIDE SOURCES SHALL COMPLY WITH
APPLICABLE PERMITS AND REGULATIONS. SHOP DRAWING SUBMITTALS SHALL INCLUDE CONTRACTOR'S CERTIFICATION STATEMENT OF COMPLIANCE AND COPIES OF RELEVANT PERMITS FOR OUTSIDE SOURCES.
26.CONTRACTOR SHALL PAY FOR ALL REQUIRED TESTING. THIS SHALL INCLUDE BUT IS NOT LIMITED TO: SOIL TESTING, COMPACTION TESTING, SIEVE ANALYSIS, CONCRETE TESTING, ASPHALT PENETRATION TESTING, BACTERIOLOGICAL TESTING FOR WATER AND OTHER TESTING AS PART
OF STANDARD PRACTICE FOR A CONSTRUCTION PROJECT OF THIS NATURE, UNLESS INDICATED OTHERWISE AND APPROVED BY THE OWNER.
27.ALL ADA ACCESSIBLE WALKWAYS CANNOT EXCEED 5% RUNNING SLOPE AND 2% CROSS SLOPE. RAMPS CANNOT EXCEED 8.33% RUNNING SLOPE AND 2% CROSS SLOPE, AND HANDICAP PARKING STALLS AND ACCESS AISLES CANNOT EXCEED 2% SLOPE IN ANY DIRECTION. PRIOR
TO CONSTRUCTION, CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES.
Legend & Notes
C1-00
5/14/2021
19-268
AAD
AAD
600 Spear
600 Spear Street
South Burlington, Vermont
LEGEND NOTE:
SOME INFORMATION MAY BE PROVIDED BY OTHERS AND COULD BE SHOWN WITH A DIFFERENT SYMBOL NOT SHOWN ON THIS
LEGEND. HOWEVER, THEY ARE LABELED ON RESPECTIVE PLANS. IN SOME CASES A CHANGE IN SCALE OR PRINTER CAN ALTER
INFORMATION TO NOT SHOW AN EXACT MATCH ON THIS LEGEND. IF ANY QUESTIONS EXIST CONTACT THE ENGINEER TO CLARIFY.
ADDITIONAL LEGEND INFORMATION IS SUPPLIED SEPARATELY ON EROSION CONTROL PLANS AND SOME SURVEY PLATS.
SEWER, DRAINAGE OR TELEPHONE MANHOLE
(SMH/DMH/TMH)
TELEPHONE OR TELEVISION PEDESTAL
(TEL-PED/TV-PED)
ADJOINING PROPERTY LINE
WELL CONE /
WASTEWATER CONE OF INFLUENCE
SIGN
P-
XXMIN./IN.
18"
TP-
SURVEY
CANOPY LIGHT
FLOOD OR WALL LIGHT
W
YARD DRAIN (YD)Y
1 03/18/22 TCERevised Layout
GAS OR ELECTRICAL METER
SPAN: 600-188-11469 PARCEL: 1640-00600
2 03/31/23 TCEFinal Plat
SOUTH BURLINGTON WATER RECORD DRAWING REQUIREMENTS:
RECORD DRAWINGS PREPARED BY A VT LICENSED PROFESSIONAL ENGINEER SHALL BE PROVIDED TO THE SOUTH
BURLINGTON WATER DEPARTMENT IN PDF AND AUTOCAD FORMAT AFTER CONSTRUCTION. RECORD
DRAWINGS SHALL INCLUDE TIES TO ALL GATE VALVES AND CURB STOPS IN SUB-METER ACCURACY.
3 05/23/23 TCEStaff Comments
DDDDDDDDM
M
M OHOHG
UG
UGOHOHOH
OHOHOHOHWWWWWWWWWWW
W ØØØØØØØØØØØØØØØW
ØØØØØØØØØØ2"
UT
UT
2"
18" MAPLE
24" MAPLE INTERSTATE 89 SCLASS II WETLAND
EXISTINGAPARTMENTEXISTING
COMMERCIAL
BUILDING
35
401/36
37
38
RIM=299.34
TOP OF iIN = 291.64
BOTTOM OF iIN (SLUDGE) = 290.94
TOP OF iOUT = 290.84
BOTTOM OF iOUT (SLUDGE) = 290.34
RIM=299.56
TOP OF PIPE =293.96
EXISTING SEPTIC TANK
iIN = ± 296.0
ASSUMED
LOCATION
EXISTING SEPTIC
AREA
MAILBOX
TYPICAL
ASSUMED
LOCATION OF
WATER SERVICE
EXISTING WATER SERVICE
EXISTING SEPTIC
TANK REFERENCE
EC-4-0700
ASSUMED
LOCATION OF
WATER SERVICE
TBM
NAIL IN POLE #38
ELEV.=303.02
CLASS III
WETLAND
CLASS III
WETLAND
CLASS II WETLAND AS
DELINEATED ON 10/21/2019 BY
KARINA DAILEY, P.W.S. AND
BRITTANY LEBEAU.
CLOTHESLINE
BLUE
SPRUCE
BLUE
SPRUCE
N/F
UVM & STATE
AGRICULTURAL COLLEGE
N/F
REGINALD C.
& ROSE M.
HEBERT
N/F
UVM & STATE AGRICULTURAL COLLEGE
N/F
UNIVERSITY OF
VERMONT
N/F
UVM & STATE
AGRICULTURE COLLEGE
N/F
ROBERT
COUILLARD
CLASS II
WETLAND
WETLAND
CONTINUES
SOUTH
WETLAND
CONTINUES
NORTHWEST
50' S.B
U
RL.
CLASS III
WETL
A
N
D
BUFF
E
R 50' S.BURL.CLASS IIIWETLANDBUFFER50'
WETLAND
BUFFER50'WETLANDBUFFER18" CMP
i = 286.0
12" CMP
i = 293.59
i = 293.58
OVERHEAD DOOR (TYP.)
DOORWAY (TYP.)
291
297
290
289288
288
289
290
291
28
7291292293294
295296297298299300297298299300301289290291
292
293
295
294 298295296297294293292291290
298
291
292
29
3
2
9
4
2
9
5296 291 2922
9
3
294
2962952942993003002992
9
8
29
7
29
6
2
9
6
2
9
7
29
8
299
299295
296
297
298
299299
298
299
298
297
296295294
295298 298
300 299 298 297 296
295294 296295
294293292
28
8
2
8
9288
289290291287290
2892
9
0291 292293294
294
292293294295
29
8
2962
9
5
298
297
299
2
9
9
299
301300
301298297296295WW
WWWWW301301301301301300300300300300299299299299299298298298298298297297297
297297297297297296296296296CB-RIM=295.8
i(S)15" HDPE= 291.4
i(N)15"HDPE=290.9
SUMP=290.05
CB-RIM=295.35
i(S)15" HDPE= 293.4
SUMP=292.7
CB-RIM=292.9
i(S)15" HDPE= 288.7
i(N)15"HDPE=288.15
SUMP=287.2
PAVED BIKE PATH
OH
OH
WATER MANHOLE-RIM=298.8
TOP 24" D.I. WATERLINE= 293.8
i(OUT TO WEST) 4" PVC=290.9
BLOWOFF VALVE
ASSUMED LOCATION OF
EXISTING 24" D.I. WATER MAIN
12" AC WATER MAIN
APPROX. LOCATION PER
CWD
0
Feet
Graphic Scale
50 100 150
15°±VT GridMagneticSheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
E N G I N E E R I N G S U R V E Y
No. 9020
CIVILABIGAIL A.
D
E
RYSTATE O F VER
M
O
NT
PROF
E
SSIONAL
E N G INEERLICE N S E D
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
PLANNING ENVIRONMENTAL
1 03/18/22 TCERevised Layout
SPAN: 600-188-11469 PARCEL: 1640-00600
Existing Conditions
C1-01
5/14/2021
1" = 50'
19-268
RMP
AAD
AAD
336
600 Spear
600 Spear Street
South Burlington, Vermont
PROJECT LOCATION
EXISTING CONDITIONS NOTES:
1.THE PURPOSE OF THE EXISTING CONDITIONS PLAN IS TO DEPICT READILY APPARENT PERTINENT EXISTING
CONDITIONS AS OF FEBRUARY 2021.
2.BEARINGS SHOWN ARE BASED UPON VERMONT GRID NORTH USING VTVRS CORS STATION.
3.VERTICAL DATUM IS BASED ON NAVD88 (GEIOD 12). A TRIMBLE R6 RTK GPS UNIT WAS EMPLOYED FOR THESE
OBSERVATIONS.
4.COORDINATE SYSTEM IS BASED ON VERMONT STATE PLANE (U.S. SURVEY FEET).
5.THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS SHOWN ARE BASED ON RESEARCH,
UTILITY PLANS PROVIDED BY OTHERS, AND/OR SURFACE EVIDENCE ENCOUNTERED AND WERE OBTAINED IN A
MANNER CONSISTENT WITH THE ORDINARY STANDARD OF PROFESSIONAL CARE AND HAVE NOT BEEN
INDEPENDENTLY VERIFIED BY THE OWNER OR THE DESIGN ENGINEER. ADDITIONAL UTILITIES NOT SHOWN MAY
EXIST. ENGINEER SHALL BE NOTIFIED IF ANY DISCREPANCIES ARE ENCOUNTERED. ACTUAL LOCATION OF
UNDERGROUND UTILITIES MAY VARY. DIGSAFE MUST BE CONTACTED PRIOR TO ANY EXCAVATION. CALL
1-888-DIG SAFE (344-7233) OR CALL 811.
6.PERIMETER BOUNDARIES SHOWN HEREON STRICTLY FROM TAX MAP INFORMATION ONLY, THIS PLAN DOES NOT
DEPICT A FORMAL BOUNDARY SURVEY, UNLESS NOTED AS SUCH. sur you should probably change this note
right? is everything else ok re notes?
7.THE WETLAND DELINEATION SHOWN ON THIS PLAN WAS PERFORMED ON 10/21/2019, ACCORDING TO
STANDARDS OF THE 1987 US ARMY CORPS OF ENGINEERS WETLAND DELINEATION MANUAL AND THE
NORTHEAST REGIONAL SUPPLEMENT. THIS DELINEATION WAS PERFORMED BY KARINA DAILEY, P.W.S. AND
BRITTANY LEBEAU OF TRUDELL CONSULTING ENGINEERS.
4
42
21
3
3
6
6
5
5
7
7
1
2 02/07/23 TCEADDTIONAL TOPO-FOR BIKE PATH
DDDDDG
UG
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OHOHWWWWWWW
W ØØW
ØØØØØØØØØØUT
UT INTERSTATE 89 SINTERSTATE 89 NWWWWW301301300299299298298297297297 296D
10' SETBACK INTERSTATE 89 SEXISTING
BUILDING TO
REMAIN
FUTURE CITY STREET EXTENSION
10' SIDE SETBACK150' INTERSTATE
SETBACK
10'10'10' SETBACK50'R.O.W.50' R.O.W
G
UG
UG
UG
UGOHOHOHOH
OHOHS
W
W ØØØW ØØØØØØUT
UT
UT
UT
401/36
37
38
N/F
REGINALD C.
& ROSE M. HEBERT
N/F
ROBERT COUILLARD 293300
295296300299298297290
290
290
295 295290
2
9
5
295
295
300 290295
2
9
5
300WWW290
295
290
10' SETBACK
BUILDING 8
BUILDING 5
BUILDING 2
BUILDING 7
BUILDING 6
BUILDING 1
W W W W W W W
W W W W W W W W W W W W W W W W W W W
W W W WW
WSSSSSSFM FM FM
FM FM FM FM FM FM FM FM FM
S
UG
DDDD
DDDDDDD D D D D D D D
D
D
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BUILDING 3
BUILDING 4
WDDDDDFFE 300.0
FFE 300.0
FFE 300.0
D DD
S S S SDD299298
296297
298298299300300
299 299298299299299
299
299
298298
297
29829729
8
298
294295296297
298
300
294
295
296295294294295296
2
9
8
299
299
299
294
295296
299 299
299
297
296 295
296
295
297
296295
297 296
298
297296298296
298
294 295
293
296
288290
292
NEW CITY STREETNEW CITY STREET
6' BENCH, TYP.
STORMWATER TREATMENT AREA, TYP.
EXISTING BUILDING
TO REMAIN
EXISTING
RESIDENTIAL
BUILDING
TO REMAIN MOWN
WALKING
PATH
DUMPSTER AREA
WITH SCREEN FENCE
CURB, TYP.
CURB, TYP.
MOUNTABLE CURB FOR
EMERGENCY ACCESS, TYP.
10'
10'10' SETBACKFFE 299.5
FFE 300.0
FFE 299.5
FFE 299.5
FFE 300.0
ACCESS TO
SOLAR AREA
PERGOLA
WITH SEATWALL
WWWWWWWWWSSSSS
S S S S
S
S
S
S
S SSS
298
3
0
0 299299297
EMERGENCY
TURN AROUND
299
299299
G G G G G G G GGGGGG G G G G
G G G G G
UG UG UG UG
UGUG UG UG UG UG UG UG UG UG UG
UG UG UG
UG UGUGUGUGUGUGUGUG UG UG UG
50'R.O.W.MULTIUSE PATH
PROPOSED50' R.O.W.297
50' R.O.W
298STORMWATER TREATMENT AREA, TYP.
299
DETECTABLE WARNING SURFACE (TYP.)DROP CURB, TYP.
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
No. 9020
CIVILABIGAIL A .
D
E
RYSTA TE O F VER
M
O
NTPROF
E
SSIONAL
E N G INEERLICEN S E D
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
SPAN: 600-188-11469 PARCEL:
1640-00600
Overall Site
Plan
C2-00
5/14/2021
As Shown
19-268
PJM
AAD
AAD
600 Spear
600 Spear Street
South Burlington, Vermont
PROJECT INFORMATION:
1.OWNER/APPLICANT: 600 SPEAR FJT, LLC
600 SPEAR EBT, LLC
ONE NATIONAL LIFE DRIVE - M230
MONTPELIER, VERMONT 05604
2.TAX PARCEL ID: SPAN: 600-188-11469 PARCEL: 1640-00600
3.PHYSICAL ADDRESS 600 SPEAR STREET
OF PROPERTY:SOUTH BURLINGTON, VERMONT 05403
4.PARCEL SIZE: 8.63± ACRES
5.ZONING DISTRICT: RESIDENTIAL 4
6.THE THE WETLAND DELINEATION SHOWN ON THIS PLAN WAS
PERFORMED ON 10/21/2019 ACCORDING TO THE STANDARDS OF
THE 1987 US ARMY CORPS OF ENGINEERS AND THE 212 REGIONAL
SUPPLEMENT. THE DELINEATION WAS PREFORMED BY KARINA DAILEY,
P.W.S. AND BRITTANY LEBEAU.
OVERALL PLAN
1" = 50'-0"A
B CORE DEVELOPMENT PLAN
1" = 30'-0"
15°±VT GridMagneticNOTE:
75 PARKING SPACES ACCOMMODATED ON SITE.
2/DU+27 OVERFLOW AND NON-RESIDENTIAL SPACES
Revised Layout1 03/18/22 TCE
Final Plat2 03/31/23 TCE
Staff Comments3 05/18/23 LET
DDDDDDDDDDDDDOHOHG G
UG
UG UG
UG
UG
UGOHOHOHOHOHOH
OHOHOHOHOHOHSWWWWWWWWWW
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291292
293
FUTURE CITY STREET EXTENSION
15 SPACES
EXISTING DRIVEWAY TO REMAIN
CL
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30' FRONT
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10' SETBACK10' SIDESETBACKNEW CITY STREET
EXISTING BUILDING
TO REMAIN
EXISTING
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TO REMAIN SSSSSSS
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R2
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29
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9
+DNEXISTING DRIVEWAY TO REMAIN
0
Feet
Graphic Scale
20 40 60
15°±VT GridMagneticSheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
No. 9020
CIVILABIGAIL A .
D
E
RYSTA TE O F VER
M
O
NTPROF
E
SSIONAL
E N G INEERLICEN S E D
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
1 03/18/22 TCERevised Layout
SPAN: 600-188-11469 PARCEL: 1640-00600
Entrance Plan
C2-01
5/14/2021
1" = 20'
19-268
PJM
AAD
AAD
600 Spear
600 Spear Street
South Burlington, Vermont
2 03/31/23 TCEFinal Plat
3 05/18/23 LETStaff Comments
ØØØØØØØØØØØØØØØØØØØ289
290
291
292
293
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294 298295296297294293292291
290
298
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292
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296
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294
294
289
290 291
292293294
295
296
296
290289
291292
293
297
296
D
FUTURE CITY STREET EXTENSION
BUILDING 8
BUILDING 5
BUILDING 2
BUILDING 7
BUILDING 6
BUILDING 1
15 SPACES
CLASS II 50' WETLAND BUFFER
10' SIDE SETBACK20
21
11
4
4
W W W W W W W W W W
W W W W W W W W W W W W W W W W W W W
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FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
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BUILDING 4
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FFE 300.0
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299
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295296
299 299
299
296
295
297
296
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297 296
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298
294 295
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296
288290
292
PROPOSED 50'
CITY R.O.W.NEW CITY STREET6' BENCH, TYP.
STORMWATER TREATMENT AREA, TYP.
EXISTING BUILDING
TO REMAIN
MOWN
WALKING
PATH
CURB, TYP.
CURB, TYP.
MOUNTABLE CURB FOR
EMERGENCY ACCESS, TYP.
10'
10'
FFE 299.5
FFE 300.0
FFE 299.5
FFE 299.5
FFE 300.0
COMMUNITY GARDEN AREA
ACCESS TO
SOLAR AREA
PERGOLA
WITH SEATWALL
WWWWWWWWWWWWWWS S S S S S S
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(1) BIKE SPACE
ASPHALT PATH, TYP.
(1) BIKE SPACE
8'20'22'9'18'22'22'18'R
2
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R
1
2
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2
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.
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'R30'R15'R15'5'6'
5'5'2984'
STORMWATER TREATMENT AREA, TYP.299
R12'
DETECTABLE WARNING SURFACE (TYP.)DROP CURB, TYP.
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
No. 9020
CIVILABIGAIL A .
D
E
RYSTA TE O F VER
M
O
NTPROF
E
SSIONAL
E N G INEERLICEN S E D
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
SPAN: 600-188-11469 PARCEL: 1640-00600
Layout &
Materials Plan
C2-02
5/14/2021
1" = 20'
19-268
PJM
AAD
AAD
600 Spear
600 Spear Street
South Burlington, Vermont
LAYOUT AND MATERIALS NOTES
1.THE DIMENSIONS SHOWN ON THE DRAWINGS SHOW DESIGN INTENT AND MUST
BE FIELD VERIFIED PRIOR TO PREPARATION OF SHOP DRAWINGS.
2.ALL LINES ARE PARALLEL, PERPENDICULAR, OR 45 DEGREES TO THE LINES FROM
WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED.
3.THE DIMENSIONS OF PAVEMENT AS SHOWN ON THE DRAWINGS ARE TO THE
CENTER LINE OF EACH TYPE OF JOINT EXCEPT WHERE PAVEMENT MEETS A
VERTICAL FACE; AT THIS LOCATION DIMENSIONS ARE TO THE VERTICAL FACE.
4.DIMENSIONS TO SITE OR BUILDING WALLS ARE TO THE OUTSIDE (OR EXPOSED)
FACE OF WALL UNLESS OTHERWISE NOTED.
5.EXPANSION JOINT FILLER AND SEALANT SHALL BE PLACED WHERE CONCRETE
PAVEMENT MEETS CURBING, WALLS OR OTHER VERTICAL ELEMENTS, INCLUDING
LIGHT BASES, HYDRANTS, BUILDINGS AND BUILDING COLUMNS, WALLS, STAIRS
AND AT OTHER CONDITIONS AS SHOWN ON THE DRAWINGS. CONTRACTOR
SHALL REQUEST THE PRESENCE OF THE LANDSCAPE ARCHITECT TO REVIEW THE
LAYOUT OF EXPANSION JOINTS PRIOR TO PLACING FINISHED WORK.
6.EXPANSION JOINTS SHALL BE LOCATED 25' - 30' O/C, MAX.
7.WHERE NEW PAVING OR EARTHWORK MEETS EXISTING PAVING OR EARTHWORK,
SMOOTHLY BLEND LINE OF EXISTING WITH NEW.
8.RESTORE EXISTING CONDITIONS AS NECESSARY IN ALL AREAS DISTURBED BY THE
CONSTRUCTION OF THIS PROJECT, INCLUDING, BUT NOT LIMITED TO, RESETTING
SITE IMPROVEMENTS, REPAVING AND SEEDING.
9.HANDRAILS OR GUARDRAILS SHALL BE PROVIDED FOR ALL AREAS WHERE
GRADE CHANGE IS 30" OR GREATER.
10.REFER TO C10-03 PAVEMENT MARKING AND SIGNAGE PLAN
Revised Layout1 03/18/22 TCE
Final Plat2 03/31/23 TCE
0
Feet
Graphic Scale
20 40 60
PLAN COORDINATION NOTES:
1.REFER TO C10-03 MARKING AND SIGNAGE PLAN
Staff Comments3 05/18/23 LET
ØØØØØØØØØØØØØØØØØØØ289
290
291
292
293
295
294 298295296297294293292
291
290
298
291
292
29
3
2
9
4
2
9
5296 291
292
29
3
295
296
297
298
299299
298
299
298
297
296
295
294
295298 298
296
295294
294293292
294
294
289
290
291
292
293
294
295
296
296
290
289
291
292
293
297
296
D
BUILDING 8
BUILDING 5
BUILDING 2
BUILDING 7
BUILDING 6
BUILDING 1 SSSSSSSSSSSFM FM FM FM FM FM
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
S
S
UG UG
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DDDDDDDDDDDD DD D D D D D D D D D D D
D D
D D
D
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BUILDING 3
BUILDING 4
DDDDDDDFFE 300.0
FFE 300.0
FFE 300.0
HP +300
D D DD
D
S S S S S S
296
297
298 299298299299
299
299
299
298298
297
29829729
8
294295
296 297
298
294
295
296
295
294
294
295
296
29
8
299
299
299
294
295
296
299
299
299
296
295
297
296
295
297
296
298
297296298296
298
294
295
293
296
288290
292
FFE 299.5
FFE 300.0
FFE 299.5
FFE 299.5
FFE 300.0
S S S S S S S
S
S
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S
S
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298
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299
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297
HP +299.5
2% MAX.+299.3
298+299.3 2% MAX.+298.3
+299.4
BC 298.3
TC 298.7+298.7+
+299.4
299.75+
+299.8
+ TC 299.5
BC 299.0
HP+
HP+HP+
299
R=298.0
iIN=297.5
R=298.0
iIN=297.5
R=298.0
iIN=297.5
R=296.8
iIN=296.5
R=297.6
iIN=297.3
R=296.8
iIN=296.5
+ TC 298.5
BC 298.0
0
Feet
Graphic Scale
20 40 60
15°±VT GridMagneticSheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
E N G I N E E R I N G S U R V E Y
No. 9020
CIVILABIGAIL A.
D
E
RYSTATE O F VER
M
O
NT
PROF
E
SSIONAL
E N G INEERLICE N S E D
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
PLANNING ENVIRONMENTAL
1 03/18/22 TCERevised Layout
SPAN: 600-188-11469 PARCEL: 1640-00600
Grading Plan
C2-03
5/14/2021
1" = 20'
19-268
PJM
AAD
AAD
600 Spear
600 Spear Street
South Burlington, Vermont
GRADING NOTES:
1.ALL INFORMATION SHALL BE VERIFIED IN THE FIELD. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO
REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE IMMEDIATELY.
2.THE CONTRACTOR SHALL USE ONE SINGLE BENCH-MARK FOR ALL WORK AND CONSTRUCTION PHASES.
3.CONTRACTOR SHALL VERIFY ALL EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION. THE GENERAL
CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN ACCORDANCE WITH “DIG-SAFE” NOTIFICATION
PROCEDURES. CALL DIG-SAFE AT 811 OR 1-DIG-SAFE AT LEAST 48 HOURS IN ADVANCE OF SCHEDULED
WORK.
4.THE GENERAL CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY INTO EXISTING EARTHWORK,
PROVIDING VERTICAL CURVES OR ROUNDINGS AT ALL TOPS AND BOTTOMS OF SLOPES.
5.COMPACT SUBGRADE PRIOR TO ANY FINISH GRADING. REMOVE ALL SOFT SPOTS OBSERVED OR IDENTIFIED
IN FIELD.
6.ALL GRADING SHALL COMPLY WITH THE RULES AND REGULATIONS OF THE LOCAL ARCHITECTURAL ACCESS
BOARD (ABA) AND THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES FOR BUILDINGS AND
FACILITIES (ADAAG), LATEST EDITION. IN CASE OF CONFLICT BETWEEN REGULATIONS, THE GUIDELINES
PROVIDING GREATER ACCESS SHALL APPLY.
7.ALL NEW PAVEMENT AREAS SHALL BE PITCHED SO AS TO PROVIDE POSITIVE DRAINAGE TOWARDS THE
STREET CURB OR TOWARDS PROPOSED DRAINAGE STRUCTURES.
8.THE CONTRACTOR SHALL NOTIFY THE OWNERS REPRESENTATIVE BEFORE PLACING ANY PAVEMENT WITH A
CROSS PITCH THAT IS GREATER THAN 2%, LESS THAN 1%, AND NOT NOTED AS SUCH ON THE DRAWINGS.
PITCH EVENLY BETWEEN SPOT GRADES. ALL PAVED AREAS MUST PITCH TO DRAIN AT A MINIMUM OF
ONE-EIGHTH INCH (1/8”) PER FOOT (12”).
9.RIM ELEVATIONS OF ALL DRAINAGE STRUCTURES AND OTHER UTILITY STRUCTURES SHALL BE SET FLUSH WITH
FINAL SURROUNDING GRADES SO AS NOT TO CAUSE A TRIP EDGE.
10.FINAL SHAPING OF ALL EARTHWORK SHALL BE DIRECTED AND APPROVED IN THE FIELD BY THE OWNER'S
REPRESENTATIVE TO REVIEW AND APPROVE SUBGRADE IN PLANT BEDS PRIOR TO PLACING ANY LOAM.
11.PROVIDE POSITIVE DRAINAGE AWAY FROM FACE OF BUILDING AT ALL LOCATIONS.
12.ANY ALTERATIONS TO THESE DRAWINGS MADE IN THE FIELD DURING CONSTRUCTION SHALL BE
RECORDED BY THE GENERAL CONTRACTOR ON “AS BUILD” DRAWINGS AND BE PRE-APPROVED WITH THE
OWNER'S REPRESENTATIVE.
13.EXCAVATION REQUIRED WITHIN PROXIMITY OF EXISTING UTILITY LINES OR TREES TO REMAIN SHALL BE
DONE BY HAND. THE GENERAL CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING UTILITY LINES OR
STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO COST TO THE OWNER.
14.NO TOPSOIL SHALL BE REMOVED FROM THE SITE UNLESS APPROVED IN ADVANCE BY THE OWNER'S
REPRESENTATIVE.
2 03/31/23 TCEFinal PLat
Staff Comments3 05/18/23 LET
DOHOHOHG
UG
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OHOHOHOHOHSWWWWWWWW
WWWWWWW W
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290
290295
300300290
295 295290
2
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295
295
295
300
295290290
2
9
0
295
2
9
5
300295WWWW
WWWWWWWW290
295
290
D
BUILDING 8
BUILDING 5
BUILDING 2
BUILDING 7
BUILDING 6
BUILDING 14%W W W W W W W
W W W W W W W W W W W W W W W W W W W
W W W WW
WSSSSSSFM FM FM
FM FM FM FM FM FM FM FM FM FM FM
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BUILDING 4
WDDDDDFFE 300.0
FFE 300.0
FFE 300.0
D DD
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296297
298298299300300
299 299298299299299
299
299
298298
297
29829729
8
298
294295296297
298
300
294
295
296295294294295296
2
9
8
299
299
299
294295296
299 299
299
297
296 295
296
295
297
296295
297 296
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298
294 295
293
296
288290
292
FFE 299.5
FFE 300.0
FFE 299.5
FFE 299.5
FFE 300.0
WWWWWWWWWSSSSS
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298299
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
E N G I N E E R I N G S U R V E Y
No. 9020
CIVILABIGAIL A.
D
E
RYSTATE O F VER
M
O
NT
PROF
E
SSIONAL
E N G INEERLICE N S E D
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
PLANNING ENVIRONMENTAL
SPAN: 600-188-11469 PARCEL: 1640-00600
Phasing Plan
C2-04
5/18/2023
1" = 30'
19-268
AAD
AAD
AAD
600 Spear
600 Spear Street
South Burlington, Vermont
0
Feet
Graphic Scale
30 60 90
PHASE 2 BOUNDARY
SHOWN SHADED
PHASE 1 PROJECT AREA NOT SHADED
PHASING NOTES:
CONSTRUCTION SHALL OCCUR IN ACCORDANCE WITH THE FOLLOWING
PHASES:
1.PHASE 1 (NO SHADING): CONSTRUCTION OF BUILDINGS 1-4 AND
ASSOCIATED CURBING, SIDEWALKS, INTERIOR COMMON SPACE PATH,
UTILITIES, PARKING LOTS, STREET TREES, AND STORMWATER
INSTALLATION IN PHASE 1 AREA, AND ROADWAY
2.PHASE 2 (SHOWN SHADED): CONSTRUCTION OF BUILDINGS 5-8, REMAINING
PARKING AREAS AND STORMWATER TREATMENT, UTILITY SERVICES TO
BUILDINGS 5-8, COMMON SPACE PERGOLA AND PAVING, SEAT WALL, AND
REMAINING LANDSCAPING WITHIN THE PHASE 2 AREA
DDDDDDDM
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UGOHOHOH
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UT
401/36
37
38
12" CMP
i = 293.59
i = 293.58
291
297
290
289288
288
289
290
291
28
7292293294
295296297298299300297298299300301289290291
292
293
295
294 298295296297294293292291290
298
291
292
29
3
2
9
4
2
9
5296 291 292
2
9
3
294
29629529429929829
7
29
6
2
9
6
29
7
29
8
299
299295
296
297
298
299299
298
299
298
297
296
295
294
295298 298
300 299 298 297 296
295294 296295
294293292
28
8
28
9288
289290291287289290291292293294
294
292
293
294
295
29
8
2962
9
5
298
297
299
2
9
9
299
301300
301298297296295WWW
WWWWWWCB-RIM=295.8
i(S)15" HDPE= 291.4
i(N)15"HDPE=290.9
SUMP=290.05
CB-RIM=292.9
i(S)15" HDPE= 288.7
i(N)15"HDPE=288.15
SUMP=287.2
WATER MANHOLE-RIM=298.8
TOP 24" D.I. WATERLINE= 293.8
i(OUT TO WEST) 4" PVC=290.9
BLOWOFF VALVE
ASSUMED LOCATION OF EXISTING 24"
D.I. WATER MAIN
12" AC WATER MAIN
APPROX. LOCATION PER CWD
289 290 291292293294295
296
296
290289
291292
293
297
296
D
D
W W W W W
W W W W W W W W W W W W W W
W W
W
WSSSSSFM FM
FM FM FM FM FM FM FM FM
FM FM FM FM
S
UG
DDDDDDD D D D D D
D
D
D
D
D
W
S
WDDDD
D
S S S
300300
295
300
295
295 295
295
290
4" SDR 21 FORCE MAIN
PROPOSED VALVE PIT
SEWER MANHOLE, TYP.
SEWER SERVICE FOR
EXISTING RESIDENCE
SEWER SERVICE, TYP.WWWWWWWSSSS S S
S
S
S
SS
3
0
0
REDUCE FROM 8" TO 4" ON EAST
SIDE OF CROSS FITTING.
8"X8"X4" TEE WITH 8",
8", & 4" GATE VALVES
4" GATE VALVE AND
4" FLUSHING HYDRANT
8" CLASS 52 DI
WATER MAIN
EXISTING FIRE
PROTECTION
HYDRANT TO
BE REPLACED
4" GATE VALVE AND
4" FLUSHING HYDRANT
PROPOSED WATER
SERVICE (TYP.)
PROPOSED GRAVEL
WETLAND TREATMENT
AREA (TYP.)
STORM DRAIN
MANHOLE (TYP.)
STORM DRAIN
PIPING (TYP.)
G G G G G
G GGGG G G G
G G GUGUG UG
UGUG UG UG UG UG UG UG
UG
UG UG
UG
CONTRACTOR TO REMOVE
EXISTING SEPTIC TANK AND
DIRECTLY CONNECT NEW 4" SEWER
TO EXISTING 4" SEWER INLET PIPE.
8" WET TAP
CONNECTION AND
TAPPING VALVE ON
EXISTING 12" MAIN UGUGUGUGUGUG UG UG
PROPOSED PUMP
STATION
STORMWATER DISCHARGE
PIPE
PROPOSED FIRE
PROTECTION HYDRANTDDDDOHUGOHOHOHWWWWWWØØØØØØØUT INTERSTATE 89 S401/36
37
38 INTERSTATE 89 NTBM
NAIL IN POLE #38 WWWWTCE POINT #51
ELEV.=305.30
OHOH
OH
OH
OH
GS 07°06'11" E495.07'SSSSD
SSFM
FM FM FM FM
FM FM
FM FM FM FM
S
4" SDR 21 FORCE MAIN
DIRECTIONAL DRILL SENDING PIT, OPEN
EXCAVATION FROM THE PUMP STATION
TO THIS POINT. DIRECTIONAL DRILL UNDER
INTERSTATE 89 TO THE LOCATION SHOWN
ON THE PLANS NAMED RECEIVING PIT.
DIRECTIONAL DRILL
RECEIVING PIT. FROM
THIS POINT TO THE
PROPOSED MANHOLE,
OPEN TRENCH CUT.
PROPOSED
VALVE PIT
SEWER MANHOLE, TYP.
SEWER SERVICE, TYP.SS
S
SPROPOSED SEWER MANHOLE SMH1A
RIM = 302.6
4" FM iIN (W) = 297.5
8" iOUT (N) = 295.5
EXISTING SEWER MANHOLE
RIM = 303.0
8" iIN (NE) = 292.3
18" iIN (NE) = 291.5
8" iIN (NW) = 292.35
NEW 8" iIN (W) = 293.0
18" iOUT (S) = 291.45
PROPOSED SEWER MANHOLE SMH1B
RIM = 303.0
8" iIN (S) = 293.6
8" iOUT (E) = 293.5
FORCEMAIN
JUNCTION MANHOLE
G G G GG G
G
PROPOSED
PUMP
STATION
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
No. 9020
CIVILABIGAIL A .
D
E
RYSTA TE O F VER
M
O
NTPROF
E
SSIONAL
E N G INEERLICEN S E D
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
SPAN: 600-188-11469 PARCEL:
1640-00600
Utility Plan
Overview
C3-01
5/14/2021
As Shown
19-268
CMJ
AAD
AAD
600 Spear
600 Spear Street
South Burlington, Vermont
SEWER CONNECTION PLAN
1" = 80'-0"A
B UTILITY OVERVIEW
1" = 40'-0"
Revised Layout1 03/18/22 TCE
Revisions for Allocation2 03/27/23 CMJ
UTILITY NOTE:
FINAL DESIGN OF NON-CIVIL UTILITIES SUCH AS ELECTRIC AND GAS SHALL
BE COMPLETED BY THE INDIVIDUAL UTILITY COMPANIES AND
CONSTRUCTION OF THESE UTILITIES SHALL OCCUR IN ACCORDANCE WITH
THE RESPECTIVE UTILITY COMPANY REQUIREMENTS.
ABANDONMENT OF EXISTING WASTEWATER SYSTEM NOTE:
THE EXISTING SEPTIC TANK SERVING THE HOME SHALL BE PUMPED BY A LICENSED SEWAGE
HAULER AND THE TANK REMOVED. EXISTING WASTEWATER LINES, APPURTENANCES, AND
DISPOSAL FIELDS SHALL BE ABANDONED IN PLACE UNLESS CONFLICTS OCCUR WITH
PROPOSED CONSTRUCTION. IF EXISTING WASTEWATER COMPONENTS MUST BE REMOVED FOR
CONSTRUCTION, THEY SHALL BE DISPOSED OF IN AN APPLICABLE OFFSITE WASTE FACILITY.
Final Plat3 03/31/23 CMJ
Staff Comments4 05/18/23 CMJ
UG
S ØØØØØØØØØØØØØØUT
291
297
290
289 288
288
289
290
291
289
290
291
292
293
295
294 298295296297294293292
291
290
298
2
9
5296
299
298
299
298
297
296
295
294
295298 298
298 297 296
2
9
0 291292293294
294
292
293
294
295
29
8
2
9
9
299298297 289
290
291
292
293
294
295
296
296
290
289
291
292
293
297
296
BUILDING 8
BUILDING 5
BUILDING 2
BUILDING 7
BUILDING 6
BUILDING 1
W W W W W W W W W W
W W W W W W W W W W W W W W W W W W W W W W
W W W W W WSW W
WWSSSSSSSSSSFM FM FM FM FM FM
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
S
S
UG UG
DDDDDD
DDDDDDDDDDDD DD D D D D D D D D D D D
D D
D D
D
D
D D
D D
WW W
S
S
BUILDING 3
BUILDING 4
WWDDDDDDDFFE 300.0
FFE 300.0
FFE 300.0
D D D DD
D
S S S S S SDD
296
297
298 299298299299
299
299
299298298
297
29829729
8
298
294
295296297
298
294
295
296
295
294
294
295
296
2
9
8
299
299
299
294
295
296
299 299
299
297
296
295
296
295
297
296
295
297
296
298
297296298296
298
294
295
293
296
288290
292
PROPOSED 2" COPPER WATER
SERVICE FROM MAIN TO CURB
STOP AND 2" CTS POLY FROM CURB
STOP TO EACH BUILDING (TYP)
FFE 299.5
FFE 300.0
FFE 299.5
FFE 299.5
FFE 300.0
SMH 1
RIM = 297.5
4" iIN (W) = 290.0
8" iIN (E) = 290.0
8" iOUT (N) = 289.9
PUMP STATION 8' ID
(SEE DETAIL)
RIM = 297.50
iIN (8") = 289.75
FLOOR = 282.0
VALVE PIT 5' ID
(SEE DETAIL)
RIM = 297.5
iIN/OUT = 291.0
1" CTS C901
WATER SERVICE
FROM CURB STOP
TO BUILDING
WWWWWWWWWWWWWWSSSSSSS
S S S S S S S
S
S
S
S
S
S
S S SSSS
298
3
0
0
SMH 3
RIM = 298.25
4" iIN (E) = 291.55
4" iIN (S) = 291.55
8" iOUT (W) = 291.45
SMH 6
RIM = 298.25
8" iIN (S) = 292.02
8" iIN (E) = 292.02
8" iOUT (N) = 291.92
SMH 7
RIM = 299.0
4" iIN (E) = 292.72
4" iIN (N) = 292.72
8" iOUT (W) = 292.62
4" iOUT = 294.5
4" iOUT = 293.5
4" iOUT = 293.5
4" iOUT = 293.5
CLEANOUT (TYP.)
AT ALL SEWER
SERVICE BENDS
PROPOSED 4"
GATE VALVE
4" SDR 35 SEWER
SERVICE SLOPED AT
1
4"/FT MIN FROM EACH
BUILDING (TYP.)299299297
PROPOSED FIRE PROTECTION
HYDRANT LOCATED 10' MIN.
FROM SEWER MAIN
SMH 2
RIM = 297.25
8" iIN (N) = 290.76
8" iIN (S) = 290.76
8" iIN (E) = 290.76
8" iOUT (W) = 290.66
SMH 4
RIM = 298.25
4" iIN (E) = 291.05
4" iIN (W) = 291.05
8" iIN (S) = 291.05
8" iOUT (N) = 290.95
SMH 5
RIM = 298.5
4" iIN (E) = 291.6
4" iIN (W) = 291.6
8" iIN (S) = 291.6
8" iOUT (N) = 291.5
4" iOUT = 293.54" iOUT = 292.5
4" iOUT = 292.5
4" iOUT = 293.5
8x8x8X8 CROSS FITTING
8" GATE VALVE ON NORTH, SOUTH, &
WEST SIDE OF CROSS. INSTALL 8"X4"
REDUCER WITH 4" GATE VALVE ON EAST
SIDE OF CROSS. REDUCER AND 8" GATE
VALVES TO BE FOSTERED TO CROSS.
PROPOSED 8"X8"X6" TEE, 6"
GATE VALVE AND 6" DI CLASS
52 HYDRANT LEAD (TYP.)
INSTALL 8" CLASS 52 DI STUB TO
SOUTHERN BOUNDARY AS SHOWN.
CAP AND INSTALL THRUST BLOCK.
INSTALL 8" CLASS 52 DI STUB TO
NORTHERN BOUNDARY AS SHOWN.
CAP AND INSTALL THRUST BLOCK.
PROPOSED 2"
CURB STOP (TYP)
299
299
4" FLUSHING
HYDRANT4" SDR 35, S = 0.0317 FT/FT8" SDR 35, S =
0
.
0
0
4
F
T
/
F
T
8" SDR 35, S = 0.004 FT/FT
8" SDR 35, S = 0.004 FT/FT8" SDR 35, S = 0.004 FT/FT8" SDR 35, S = 0.004 FT/FT8" SDR 35, S = 0.004 FT/FT
4" CLASS 52 DI
PROPOSED 4"
GATE VALVE
4" FLUSHING
HYDRANT
4" CLASS 52 DI8" C900 DR18 8" CLASS 52 DI2994" SDR 21 FORCEMAIN
G G G G G
G GGGGGGGG G G G G G G G
G G G G G G G
UG UG UG UG UG UG UGUG UG UG UG UG UG UG
UG
UG
UG UG UG UG
UG UG
CONNECT EXISTING
SEWER SERVICE FROM
METAL BUILDING TO
NEW 4" SERVICE LINE
FROM EXISTING HOME UGUGUGUGUGUGUGUGUGUGUGUG UG UG UG UG UG
297
298299
10'PROVIDE 2 BOLLARDS
ADJACENT TO EACH
FLUSHING HYDRANT
0
Feet
Graphic Scale
20 40 60
15°±VT GridMagneticSheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
No. 9020
CIVILABIGAIL A .
D
E
RYSTA TE O F VER
M
O
NTPROF
E
SSIONAL
E N G INEERLICEN S E D
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
1 03/18/22 TCERevised Layout
SPAN: 600-188-11469 PARCEL:
1640-00600
Wastewater
and Water
Utility Plan
C3-02
5/14/2021
1" = 20'
19-268
CMJ
AAD
AAD
600 Spear
600 Spear Street
South Burlington, Vermont
"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
Final Plat2 03/31/23 CMJ
WATER AND WASTEWATER BASIS OF DESIGN:
THIS PROJECT PROPOSES THE FOLLOWING USES:
·5 BEDROOM HOME WITH 1 BEDROOM ACCESSORY APARTMENT AT 600 SPEAR STREET TO REMAIN
·EXISTING METAL BUILDING TO REMAIN WITH UP TO 10 EMPLOYEES
·32 NEW 2-BEDROOM UNITS (EIGHT BUILDINGS WITH 4 UNITS EACH)
PROPOSED WASTEWATER DEMAND (BASED ON VT EPR CH 1, DATED 4/12/19):
·EXISTING 5 BEDROOM HOME = 5*140 = 700 GPD
·EXISTING 1 BEDROOM HOME APARTMENT = 1*140 = 140 GPD
·METAL BUILDING WITH 10 EMPLOYEES = 10*15 = 150 GPD
·32 NEW 2-BEDROOM UNITS = 32*210 = 6720 GPD
·INFILTRATION FOR 546' OF 4" SEWER = 124 GPD
·INFILTRATION FOR 844' OF 8" SEWER = 384 GPD
TOTAL PROPOSED WASTEWATER DEMAND = 7728 GPD
PROPOSED WATER DEMAND (BASED ON VERMONT WATER SUPPLY RULE, DATED 3/17/20):
·EXISTING 5 BEDROOM HOME = 5*150 = 750 GPD
·EXISTING 1 BEDROOM HOME APARTMENT = 1*150 = 150 GPD
·METAL BUILDING WITH 10 EMPLOYEES = 10*15 = 150 GPD
·32 NEW 2-BEDROOM UNITS = 32*300 = 9600 GPD
·10% REDUCTION FOR LOW FLOW = -1065 GPD
TOTAL PROPOSED WATER DEMAND = 9585 GPD
WATER AND WASTEWATER NOTES:
1.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.
2.ALL WATER AND WASTEWATER PIPING SHALL BE PRESSURE/LEAKAGE TESTED IN ACCORDANCE WITH THE DETAILS.
3.ALL WASTEWATER TANKAGE AND MANHOLES SHALL BE LEAKAGE TESTED IN ACCORDANCE WITH THE DETAILS.
4.ALL WATER LINES SHALL BE DISINFECTED AFTER CONSTRUCTION IN ACCORDANCE WITH THE DETAILS.
5.ALL WATER MAINS SHALL BE C900 DR18, ALL WATER SERVICES SHALL BE CTS C901, AND ALL HYDRANT LEADS
SHALL BE CLASS 52 DUCTILE IRON.
6.THE LIVE TAP CONNECTION ON THE 12" WATER MAIN SHALL BE COORDINATED WITH THE PROJECT ENGINEER
AND CHAMPLAIN WATER DISTRICT.
7.NO WATER CONNECTION OR TAP SHALL BE LOCATED WITHIN 3 PIPE DIAMETERS OF ANY OTHER FITTING OR
JOINT.
8.NO NON-CIVIL UNDERGROUND UTILITY (COMMUNICATIONS, GAS, ELEC, ETC.) SHALL BE LOCATED WITHIN 4'
(PARALLEL) OF ANY NEW WATER MAIN.
9.WATER AND SEWER SEPARATION SHALL BE IN ACCORDANCE WITH THE DETAILS.
10.WATER CONNECTIONS WILL ONLY BE ALLOWED WITHIN THE HOURS OF 7:00 AM AND 3:00 PM ON REGULAR
CHAMPLAIN WATER DISTRICT BUSINESS DAYS, EXCEPT FRIDAYS. ALL CONNECTIONS MUST BE COMPETED BY 3:00
PM. CONNECTIONS THAT CANNOT BE COMPLETED BY 3:00 PM MAY BE SUSPENDED AND COMPLETED THE
FOLLOWING BUSINESS DAY. A SUSPENDED TAP MAY ENTAIL BACKFILLING THE EXCAVATION UNIT THE
FOLLOWING DAY. CHAMPLAIN WATER DISTRICT (CWD) PERSONNEL HAVE THE AUTHORITY TO SUSPEND
CONNECTIONS THAT THEY DEEM CANNOT BE COMPLETED WITHIN THE TIME PERIOD STATED ABOVE.
11.NO WATER LINES SHALL BE INSTALLED AFTER NOVEMBER 15 OR BEFORE APRIL 1 WITHOUT PRIOR APPROVAL
FROM CHAMPLAIN WATER DISTRICT (CWD). THE APPROPRIATE CWD DIVISION MAY RESTRICT WORK BEFORE
NOVEMBER 15 AND AFTER APRIL 1 DURING ADVERSE WEATHER CONDITIONS. CWD DOES NOT ALLOW
EXCAVATING FOR WATER MAINS DURING THE WINTER MONTHS EXCEPT BY SPECIAL PERMISSION.
12.TRACER WIRE WITH INDEPENDENT TERMINATION BOXES SHALL BE INSTALLED FOR ALL POLY/PVC WATER SERVICES
Staff Comments3 05/18/23 CMJ
G
UG
UG
UG
UG
S
W ØØØØØØØØØØØØØØØØØØØØØ
UT
UT
UT
UT
18" CMP
i = 286.0
12" CMP
i = 293.59
i = 293.58
291
297
290
289 288
288
289
290
291
28
7
297298289
290
291
292
293
295
294 298295296297294293292291
290
298
291
292
29
3
2
9
4
2
9
5296 291 292
29
3
294
294299
299295
296
297
298
299299
298
299
298
297
296
295
294
295298 298
299 298 297 296
295294 296295
294293292
28
8
28
9
290
2892
9
0 291292293294
294
292
293
294
295
29
8
2962
9
5
298
297
299
2
9
9
299
301 300298297296295
D
D
BUILDING 8
BUILDING 5
BUILDING 2
BUILDING 7
BUILDING 6
BUILDING 1
W W W W W W W
W W W W W W W W W W W W W W W W W W
W W W WW
WSSSSSSFM FM FM
FM FM FM FM FM FM FM FM FM FM FM
FM FM
S
UG
DDDD
DDDDDDD D D D D D D D
D
D
D
D
D
WW
S
BUILDING 3
BUILDING 4
WDDDDDFFE 300.0
FFE 300.0
FFE 300.0
D DD
S S S SDD299298
296297
298298299300300
299 299298299299299
299
299
298298
297
29829729
8
298
294295296297
298
300
294
295
296295294294295296
2
9
8
299
299
299
294
295296
299 299
299
297
296 295
296
295
297
296295
297 296
298
297296298296
298
294 295
293
296
288290
292
SEWER SERVICE FOR
EXISTING RESIDENCE
FFE 299.5
FFE 300.0
FFE 299.5
FFE 299.5
FFE 300.0
ACCESS TO
SOLAR AREA
WWWWWWWWWSSSSS
S S S S
S
S
S
S
S SSS
298
3
0
0 299299297
299
299299
G G G G G G G GGGGGG G G G G
G G G G G
UG UG UG UG
UG UG UG UG UG UG UG UG UG
UG UG UG
UG
CONTRACTOR TO REMOVE EXISTING SEPTIC
TANK AND DIRECTLY CONNECT NEW 4" SEWER
TO EXISTING 4" SEWER INLET PIPE.UGUGUGUGUGUGUGUG UG UG UG
297
298GRAVEL WETLAND 3
TOP OF SOIL = 295.0
BOTTOM OF GRAVEL = 292.0
18" STORMWATER PIPE
PERFORATED RISER, TYP.
RAIN
TURRET
CB5
R=297.6
IN=297.3
OUT=296.3
FOXHOLE CB1
R=298.0
iIN=297.5
iOUT=296.75
i=295.0
i=295.0
6" PERFORATED PVC
UNDERDRAIN (TYP.)
i=288.1
DMH7
R=294.5
iIN=288.4
iOUT=288.4
DMH6
R=294.0
iIN(E)=290.3
iIN(S)=293.25
iOUT=290.3
iIN=290.5
DMH5
R=298.9
iIN(W)=295.5
iIN(S)=294.15
iOUT=294.15
i=288.1
GRAVEL WETLAND 1
TOP OF WETLAND SOIL = 294.0
BOTTOM OF GRAVEL WETLAND = 291.0
GRAVEL WETLAND 2B
TOP OF WETLAND SOIL = 296.0
BOTTOM OF GRAVEL = 292.0
GRAVEL WETLAND 2B
TOP OF WETLAND SOIL = 296.0
BOTTOM OF GRAVEL = 293.0
GRAVEL WETLAND 4
TOP OF WETLAND SOIL = 295.0
BOTTOM OF GRAVEL = 292.0
TYPE I RIP-RAP
(TYP.)
TYPE I RIP-RAP
(TYP.)
FOXHOLE CB2
R=298.0
iIN=297.5
iOUT=296.75
PERFORATED
RISER (TYP.)
CLEAN OUT (TYP.)
PERFORATED
RISER (TYP.)
PERFORATED
RISER (TYP.)
PERFORATED
RISER (TYP.)
PERFORATED
RISER (TYP.)
DMH1
R=297.5
iIN=294.5
iOUT=294.5
DMH4
R=297.0
iIN(E)=288.8
iIN(S)=296.1
iOUT=288.8
DMH2
R=299.2
iIN(E)=295.0
iIN(S)=293.9
iOUT=293.9
i=294.0 i=294.3
FOXHOLE CB3
R=298.0
iIN=297.5
iOUT=296.75
FOXHOLE CB4
R=298.0
iIN=297.5
iOUT=296.75
CLEAN OUT (TYP.)
RAIN TURRET CB6&7
R=296.8
iIN=296.5
iOUT=295.5
PEASTONE DIAPHRAGM
TYPE I RIP-RAP
(TYP.)
TYPE II RIP-RAP
STORMWATER OUTLET
STRUCTURE (TYP.)
DMH3
R=296.8
iIN=292.8
iOUT=292.0
12" HDPE12" HDPE12" HDPE
6" PVC 6" PVC12" HDPE
12" HDPE
12" HDPE12" HDPE6" PVC
STORMWATER OUTLET
STRUCTURE (TYP.)
STORMWATER OUTLET
STRUCTURE (TYP.)
STORMWATER OUTLET
STRUCTURE (TYP.)
STORMWATER OUTLET
STRUCTURE (TYP.)
299
0
Feet
Graphic Scale
40 80 120
15°±VT GridMagneticSheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
For Permitting Only
Revisions
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
E N G I N E E R I N G S U R V E Y
No. 9020
CIVILABIGAIL A.
D
E
RYSTATE O F VER
M
O
NT
PROF
E
SSIONAL
E N G INEERLICE N S E D
Field Book:
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
PLANNING ENVIRONMENTAL
1 03/18/22 TCERevised Layout
SPAN: 600-188-11469 PARCEL:
1640-00600
Stormwater
Utility Plan
C3-03
5/14/2021
1" = 40'
19-268
MMI
AAD
AAD
600 Spear
600 Spear Street
South Burlington, Vermont
2 03/31/23 ALDFinal Plat
UG
S ØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØØUT
291
297
290
289 288
288
289
290
291
289
290
291
292
293
295
294 298295296297294293292
291
290
298
2
9
5296
299
298
299
298
297
296
295
294
295298 298
298 297 296
2
9
0 291292293294
294
292
293
294
295
29
8
2
9
9
299298297 BUILDING 8
BUILDING 5
BUILDING 2
BUILDING 7
BUILDING 6
BUILDING 1
W W W W W W W W W W
W W W W W W W W W W W W W W W W W W W W W W
W W W W W WSW W
WWSSSSSSSSSSFM FM FM FM FM FM
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
S
S
UG UG
DDDDDD
DDDDDDDDDDDD DD D D D D D D D D D D D
D D
D D
D
D
D D
D D
WW W
S
S
BUILDING 3
BUILDING 4
iWTR 2" = 289.64
iSWR 8" = 291.31
WWDDDDDDDFFE 300.0
FFE 300.0
FFE 300.0
D D D DD
D
S S S S S SDD
296
297
298 299298299299
299
299
299298298
297
29829729
8
298
294295
296 297
298
294
295
296
295
294
294
295
296
2
9
8
299
299
299
294
295
296
299 299
299
297
296
295
296
295
297
296
295
297
296
298
297296298296
298
294
295
293
296
288290
292
FFE 299.5
FFE 300.0
FFE 299.5
FFE 299.5
FFE 300.0
WWWWWWWWWWWWWWSSSSSSS
S S S S S S S
S
S
S
S
S
S
S S SSSS
298
3
0
0 299299297
299
299299
G G G G G
G GGGGGGGG G G G G G G G
G G G G G G G
UG UG UG UG UG UG UGUG UG UG UG UG UG UG
UG
UG
UG UG UG UG
UG UG UGUGUGUGUGUGUGUGUGUGUGUG UG UG UG UG UG
297
iSTORM 12" = 293.09
iGW STORM 12" = 294.5
iGW UD 6" = 291.0
iWTR 8" = 288.64
iSWR 8" = 290.81
iWTR 8" = 289.78
iSWR 4" = 291.95
iWTR 2" = 289.49
iSWR 8" = 291.16
iSTORM 12" = 293.60
iSWR 4" = 291.40
iSTORM 12" = 293.76
iWTR 4" = 291.00
iSTORM 12" = 293.98
iWTR 2" = 289.5
iSTORM 12" = 294.21
iSWR 4" = 291.81
iSTORM 12" = 294.28
iWTR 2" = 292.0
iSTORM 12" = 295.18
iSWR 8" = 291.26
iSTORM 12" = 295.41
iWTR 8" = 289.5
iWTR 2" = 289.5
iSWR 8" = 291.42
iWTR 8" = 290.1
iSWR 4" = 292.30
iWTR 2" = 290.0
iSWR 8" = 291.75
iWTR 8" = 289.81
iSWR 8" = 292.08
iWTR 2" = 291.4
iSWR 4" = 293.15
298299
iSTORM 12" = 290.60
iSWR 4" = 293.00
0
Feet
Graphic Scale
20 40 60
15°±VT GridMagneticSheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
For Permitting Only
Revisions
No. 9020
CIVILABIGAIL A.
D
E
RYSTATE O F VER
M
O
NTPROF
E
SSIONAL
E N G INEERLICE N S E D
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.
SPAN: 600-188-11469 PARCEL:
1640-00600
Utility Crossing
Plan
C3-04
03/31/2023
1" = 20'
19-268
CMJ
AAD
AAD
600 Spear
600 Spear Street
South Burlington, Vermont
DDDDDDDDDDDDDG ØØØØØØØØØØØØØØFUTURE CITY STREET EXTENSION
NEW CITY STREETNEW CITY STREET
EXISTING BUILDING
TO REMAIN
EXISTING
RESIDENTIAL
BUILDING
TO REMAIN
MULTIUSE PATH
PROPOSED50' R.O.W.EXISTING BIKE PATH180120
90
PATH OF FRONT WHEEL
6030
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
For Permitting Only
Revisions
No. 9020
CIVILABIGAIL A.
D
E
RYSTATE O F VER
M
O
NT
PROF
E
SSIONAL
E N G INEERLICE N S E D
Field Book:
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.
SPAN: 600-188-11469 PARCEL:
1640-00600
Emergency Vehicle
Diagram
C10-01
3/31/2023
1" = 30'
19-268
RMP
AAD
AAD
600 Spear
600 Spear Street
South Burlington, Vermont
0
Feet
Graphic Scale
30 60 90
15°±VT GridMagnetic
DDDDDDDDDDG ØØØØØØØØØØØØØØ<>FFE 299.5
FFE 300.5
FFE 297.0FFE 298.0
FFE 298.0
FFE 300.5
FFE 299.5
FFE 299.5DD299298
296297
298298299300300
299 299298299299299
299
299298298
297
29829729
8
298
294295296297
298
300
294
295
296
295294294
295296
2
9
8
299
299
299
294295296
299 299
299
297
296 295
296
295
297
296
295
297 296
298
297296298296
298
294 295
293
296
288290
292
SNOW STORAGE (TYP)
298
3
0
0 299299297
299
299299294 297
298SNOW STORAGE (TYP)<><><><><><><><><><><><><><><><><><><><><>
SNOW STORAGE (TYP)<><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><><>SNOW STORAGE (TYP)<><>299
<><><><><><>
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
No. 9020
CIVILABIGAIL A .
D
E
RYSTA TE O F VER
M
O
NTPROF
E
SSIONAL
E N G INEERLICEN S E D
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
SPAN: 600-188-11469 PARCEL:
1640-00600
Snow Storage
Diagram
C10-02
03/31/2023
1" = 30'
19-268
RMP
AAD
AAD
600 Spear
600 Spear Street
South Burlington, Vermont
0
Feet
Graphic Scale
30 60 90
15°±VT GridMagneticStaff Comments1 05/18/23 LET
DDDM
M
M OHG
UG
UG
UG
UGOHOHOHOH
OHOHOHOHOHSWWWWWW
WWWWWWW W
W
W W
UT
UT
UT
UTWWWWWW
WWWWD
BUILDING 8
BUILDING 5
BUILDING 2
BUILDING 7
BUILDING 6
BUILDING 1
SIGN:
STOP
20
21
11
154%4
4
BUILDING 3
BUILDING 4
EV
EV
EV EV
EV
EV EV
EV WALKING PATHSIGN:
PEDESTRIAN CROSSING
W/ RECTANGULAR RAPID
FLASHING BEACON (RRFB)
FFE 300.0
FFE 300.0
FFE 300.0DDFFE 299.5
FFE 300.0
FFE 299.5
FFE 299.5
FFE 300.0
8'20'22'9'18'22'22'18'SIGN:
NO PARKINGSTOP BAR
SIGN:
RESERVED EV PARKING
SIGN:
ACCESSIBLE PARKING
SIGN:
ACCESSIBLE PARKING
SIGN:
ACCESSIBLE PARKING
SIGN:
RESERVED EV PARKING
SIGN:
RESERVED EV PARKING
SIGN:
LEFT CURVE
SIGN:
NO PARKING
SIGN:
NO PARKING
SIGN:
RESERVED EV PARKING
SIGN:
NO PARKING THIS
SIDE OF STREET
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
No. 9020
CIVILABIGAIL A .
D
E
RYSTA TE O F VER
M
O
NTPROF
E
SSIONAL
E N G INEERLICEN S E D
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
SPAN: 600-188-11469 PARCEL: 1640-00600
Marking &
Signage Plan
C10-03
5/18/23
1" = 30'
19-268
AAD
AAD
AAD
600 Spear
600 Spear Street
South Burlington, Vermont
0
Feet
Graphic Scale
30 60 90
DDDDDDDDDOHG
UG
UG
UG
UGOHOHOHOH
OHOHOHOHOHSWWWWWW
WWWWWW W
W ØØØW W ØØØØØØØØØØUT
UT
UT
UT
401/36
37
38
291
297
290
289 288
288
289
290
291
28
7294
295296297298299300297298299300301289
290
291
292
293
295
294 298295296297294293292291
290
298
291
292
29
3
2
9
4
2
9
5296 291 292
2
9
3
299299
298
299
298
297
296
295
294
295298 298
300
299 298 297 296
295294 293292291289
2
9
0 291292293294
294
292
293
294
295
29
8
2962
9
5
298
297
299
2
9
9
299
301 300301298297296WWWWWWWWWW30130130130030029929929829829729729
7 296289
290 291292293294
295
296
296
290289
291292
293
297
296
W W W W W W W
W W W W W W W W W W W W W W W W W W W
W W W WW
WSSSSSSFM FM FM
FM FM FM FM FM FM FM FM FM FM FM
S
UG
DDDD
DDDDDDD D D D D D D D
D
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WDDDDDD DD
S S S S299298
296297
298298299300300
299 299298299299299
299
299
298298
297
29829729
8
298
294295296297
298
300
294
295
296295
294294295296
2
9
8
299
299
299
294295296
299 299
299
297
296 295
296
295
297
296
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297 296
298
297296298296
298
294 295
293
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288290
292
WWWWWWWWWSSSSS
S S S S
S
S
S
S
S SSS
298
3
0
0 299299297
299
299299
G G G G G G G GGGGGG G G G G
G G G G G
UG UG UG UG
UGUG UG UG UG UG UG UG UG UG UG
UG
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298299
293
.
0
+
293
.
1
+
29
5
.
0
+
29
4
.
9
+
5 AC
3 TO
3 NS 2 QR 3 PG 3 NS
1 AF
2 CC
1 QR
1 AB
8 CAH
1 AA
1 ML
3 BN
1 AA1 AA
1 ML
8 RA
8 RA
9 SB 9 SB
6 HA
15 HA
12 HA
3 AS
STORMWATER
TREATMENT AREA 4
STORMWATER
TREATMENT AREA 1
STORMWATER
TREATMENT AREA 2
STORMWATER
TREATMENT AREA 5
STORMWATER
TREATMENT AREA 3
STORMWATER
TREATMENT AREA 6
STORMWATER
TREATMENT AREA 7
8 VP
3 AF
3 CO 3 UA1 AF
1 UA
2 CO 2 QR
1 NS
3 PR
1 PP
1 ML
2 UA
1 UA
1 ML
1 ML 1 PP
3 RY
1 AS
1 OV
1 NS
1 AB
1 AS
2 UA
1 AF
1 AF
6 AAB
2 OV
1 HV
1 AS
8 RY
3 PR
1 OV
1 HV
8 RA
8 RA
8 SB
8 SB
8 RY
8 RY
6 HA
1 AB
1 PP
1 OV
1 CC
3 AS
6 HA
11 HA 14 HA
6 HA
1BN
9 AAB
12 VT
2 HV
9 VT
8 CAH 8 CAH
8 RY
3 AA
1 BN
21 HS
30 CAK
20 EP
15 RF
1 PP
3 TO
3 AAB
1 AA
1 NS
1 PP
1 AA
1 AA
1 NS
1 AA
1 QB
2 QB 3 TO 1 QB
1 PP
3 KL
3 KL
3 RY
3 RY
3 KL
3 KL
3 KL
3 KL
1 AA
3 KL 3 KL
6 AAB
1 AF
3 RY
3 KL
3 KL
3 CAH
8 CAH
3 CAH
3 HV
3 PM
6 HA
1 AA
18 PVN 22 HS
30 EP
15 RF
23 HJS
5 SB
1 AC
LANDSCAPE
BOULDER, TYP.
BUILDING 1
BUILDING 2
BUILDING 3
BUILDING 4
BUILDING 5
BUILDING 6
BUILDING 7
BUILDING 8
0
Feet
Graphic Scale
30 60 90
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
For Permitting Only
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.
1 03/18/22 TCERevised Layout
SPAN: 600-188-11469 PARCEL: 1640-00600
Landscape Plan
LA1-01
5/14/2021
1" = 30'
19-268
----
AAD
LET
600 Spear
600 Spear Street
South Burlington, Vermont
15°±VT GridMagneticSEE LA1-02 FOR PLANT SCHEDULE
2 03/31/23 LETFinal Plat
3 04/12/23 LETCity Staff Comments
4 05/18/23 LETStaff Comments
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
For Permitting Only
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.
1 03/18/22 TCERevised Layout
SPAN: 600-188-11469 PARCEL: 1640-00600
Landscape
Plan
LA1-02
5/14/2021
----
19-268
RMP
AAD
LET
600 Spear
600 Spear Street
South Burlington, Vermont
PLANT SCHEDULE
PLANTING NOTES
1.LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING AND REPORT ANY CONFLICTS TO THE OWNER'S
REPRESENTATIVE.
2.ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMUM GUIDELINES ESTABLISHED FOR NURSERY STOCK PUBLISHED BY
THE AMERICAN ASSOCIATION OF NURSERYMEN. INC. IN ADDITION, ALL NEW PLANT MATERIAL FOR THE PROJECT SHALL BE OF
SPECIMEN QUALITY.
3.ALL NEW WOODY STEM PLANTS SHALL BE BALLED AND BURLAPPED OR CONTAINER GROWN, UNLESS OTHERWISE NOTED ON
THE PLANT SCHEDULE.
4.THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN
ON THE DRAWINGS. IF MINOR DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND
THE NUMBER OF PLANTS IN THE PLANT SCHEDULE, THE PLANTING PLAN SHALL GOVERN.
5.ALL NEW TREES SHALL BE TAGGED AND APPROVED BY THE LANDSCAPE ARCHITECT AT THE NURSERY PRIOR TO DIGGING OR
DELIVERY TO THE SITE. FOR SHRUBS AND SMALLER MATERIALS, REPRESENTATIVE TAGGING BY THE LANDSCAPE ARCHITECT
WILL BE ACCEPTABLE.
6.NO TREES SHALL BE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING. TREES SHALL BEAR SAME RELATIONSHIP TO FINISH
GRADE AS THEY BARE TO FINISH GRADE BEFORE BEING DUG IN THE NURSERY. PRIOR TO PLANTING, REMOVE THE TOP OF THE
BURLAP AND CONFIRM THAT PLANT ROOT CROWNS ARE NOT COVERED BY SOIL FROM THE NURSERY.
7.STAKE LOCATION OF ALL PROPOSED PLANTING FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO COMMENCEMENT OF
PLANTING.
8.ALL EXISTING TREES TO REMAIN SHALL BE PRUNED AND FERTILIZED BY A CERTIFIED ARBORIST.
9.AGED BARK MULCH SHALL BE APPLIED TO ALL PLANT BEDS AT A 2" DEPTH, TYPICAL.
10.ALL LAWN AREAS DISTURBED BY CONSTRUCTION OPERATIONS INSIDE AND OUTSIDE THE LIMIT OF WORK SHALL BE LOAMED AND
SEEDED AS SPECIFIED.
11.ALL AREAS TO BE SEEDED SHALL RECEIVE SOIL PREPARATION AS SPECIFIED PRIOR TO SEEDING, UNLESS OTHERWISE NOTED ON
PLAN.
12.ALL AREAS TO BE SEEDED WITH LAWN MIX SHALL RECEIVE 6" TOPSOIL PRIOR TO SEEDING.
13.ALL NEW TREES SHALL BE GUARANTEED BY THE CONTRACTOR FOR 1 YEAR MIN. FROM TIME OF WRITTEN ACCEPTANCE OF THE
PROJECT.
2 03/31/23 LETFinal Plat
3 05/18/23 LETStaff Comments
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
For Permitting Only
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
LA2-01
03/31/2023
Shown
19-268
AAD
LET
600 Spear
600 Spear Street
South Burlington, Vermont
1 05/18/23 LETStaff Comments
SPAN: 600-188-11469 PARCEL: 1640-00600
L-010.1.5
EVERGREEN TREE PLANTING
TRUDELL CONSULTING ENGINEERS LAST REVISED 12/29/2020
12"
LENGTH SET BY
HEIGHT OF
ROOTBALL
3
1
2" SHREDDED BARK MULCH, AS SPECIFIED
(HOLD MULCH OFF ROOT FLARE)
2"X2"X10' FIR STAKES , STAINED BLACK; 3 PER TREE
EQUALLY SPACED AROUND ROOT BALL; ALL POSTS
SHALL BE PLUMB AND HAVE SAME HEIGHT ABOVE FINISH
GRADE. GUY MATERIAL SHALL BE TREE TIE WEBBING
MATERIAL. ENCASE WIRE AROUND TRUNK IN TWO-PLY,
BLACK, REINFORCED RUBBER GARDEN HOSE.
ONLY INSTALL IF REQUIRED BY LANDSCAPE ARCHITECT.
TREE SHALL BE PLANTED WITH TOP OF ROOTBALL
BEARING THE SAME RELATIONSHIP TO FINISHED GRADE
AS TO PREVIOUS EXISTING GRADE. TREE SHALL BE
PLUMB AFTER SETTLEMENT
4'PLANTING SOIL MIX
ROLL BURLAP BACK FROM TOP 1/3 OF
ROOTBALL BEFORE BACKFILLING.
UNTIE ROPE FROM TRUNK
FREE DRAINING SCARIFIED SUBGRADE
1/2" = 1'
L-020.1.5
SHRUB PLANTING
LAST REVISED 11/02/2021TRUDELL CONSULTING ENGINEERS12" MIN.PLACE SHRUBS PERPENDICULAR TO GRADE
CURB
2" BARK MULCH: PULL MULCH AWAY FROM BASE OF SHRUB,
HOLD TOP OF SETTLED MULCH 1" BELOW CURB
PLANTING SOIL MIX THROUGHOUT
ENTIRE PLANTING AREA
FINISH GRADE
PLACE ROOTBALL ON
COMPACTED SUBGRADE
FREE DRAINING SCARIFIED
UNDISTURBED SUBGRADE
1" = 1'
REMOVE TOP HALF OF WIRE
CAGE MINIMUM, OR ALL IF
POSSIBLE, AND REMOVE
BURLAP FROM ROOTBALL
L-030.1.2
PERENNIAL PLANTING
LAST REVISED 12/29/2020TRUDELL CONSULTING ENGINEERS
SEE PLANTING LIST FOR PLANT SPACING
2"PLANT SPACING
PLANT CENTER
PLANT ROW
SEE PLANTING PLAN FOR
SPACING AND QUANTITIES
SET AT ORIGINAL PLANTING DEPTH
FINISH GRADE
MULCH AS SPECIFIED
CONTINUOUS PLANTING PIT
FILLED WITH PLANTING MIX
REFER TO SOIL PREPARATION
SPECIFICATIONS
SUB GRADE
L-030.1.3
GROUNDCOVER
LAST REVISED 12/29/2020TRUDELL CONSULTING ENGINEERS12" MIN.GROUNDCOVER
2" BARK MULCH
PLANTING SOIL MIX
FREE DRAINING,
SCARIFIED SUBGRADE
1" = 1'
040.1.1
LAWN SEEDING
LAST REVISED 12/29/2020TRUDELL CONSULTING ENGINEERS
NOTE: ALL DISTURBED AREAS SHALL BE LOAMED
AND SEEDED UNLESS NOTED OTHERWISE6"SEED AS SPECIFIED
PLANTING SOIL MIX,
(ROLLED THICKNESS)
FREE DRAINING,
SCARIFIED
SUBGRADE
1" = 1'
L 050.1.3LAST REVISED 12/29/2020TRUDELL CONSULTING ENGINEERS
TREE PROTECTION
FOR TREES TO REMAIN WITHIN LIMIT OF
LANDSCAPE WORK AREA:
CONTRACTOR SHALL CONTACT ARBORIST PRIOR TODEMOLITION TO PERFORM RECOMMENDED TREATMENTS
(FERTILIZER, ROOT PRUNE, ETC.) ON SPECIMEN TREES TO
REMAIN 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)LIMIT OF DRIPLINE(VARIES)WOODEN OR METAL POSTS (TYPICAL)
INSTALL FENCING AT EDGE OF DRIPLINE OR AS FAR
FROM TRUNK AS POSSIBLE. MIN. DISTANCE IS 6' FROM
TRUNK. MAY BE PLASTIC SNOW FENCE OR CHAIN
LINK, MIN. 4' HIGH
ZONE OF CONSTRUCTION IMPACT (CUT/FILL)
PRUNE DAMAGED OR EXPOSED ROOTS
DAMAGED WITH A SHARP SAW LIMIT OF FENCING
(INDIVIDUAL TREE)
LIMIT OF FENCING (MULTIPLE TREES)
EXISTING GRADE
LIMIT OF CONSTRUCTION IMPACT (REFER TO PLANS)
LIMIT OF FENCE (INDIVIDUAL TREE)
LIMIT OF
CANOPY
(VARIES)
LIMIT OF FENCING
(MULTIPLE TREES)
WOODEN OR METAL POSTS (MAX. 8' SPACING)
2x4 DIM. LUMBER ATTACHED W/METAL
STRAPPING (OPT) AT 2 LOCATIONS
(MIN.). CLADDING SHALL BE 8' HIGH
WITH 6" SPACING OF BOARDS. WRAP
BARK W/BURLAP PRIOR TO
ARMORING, OR APPROVED
ALTERNATIVE METHOD
NO STORAGE OF EQUIPMENT OF
MATERIALS WITHIN DRIPLINE
L-010.1.7
DECIDUOUS TREE PLANTING
TRUDELL CONSULTING ENGINEERS LAST REVISED 03/10/2022
EQEQ EQ
2"X2"X10' FIR STAKES; STAINED BLACK; 3 PER TREE EQUALLY
SPACED AROUND ROOT BALL; ALL POSTS SHALL BE PLUMB
AND HAVE SAME HEIGHT ABOVE FINISH GRADE. ONLY
INCLUDE IF REQUIRED BY LANDSCAPE ARCHITECT.
GUY MATERIAL SHALL BE 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
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 SEEDINGSHALL 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
LAST REVISED 12/29/2020TRUDELL CONSULTING ENGINEERS
STONE DRIP EDGE
L 060.1.5
12"1'EDGE OF ROOF LINEVARIES
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'
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
For Permitting Only
Revisions
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
E N G I N E E R I N G S U R V E Y
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.
PLANNIN G ENVIRON MENTAL
Landscape Details
LA2-02
03/31/2023
19-268
----
AAD
LET
600 Spear
600 Spear Street
South Burlington, Vermont
SPAN: 600-188-11469 PARCEL: 1640-00600
PRODUCT INFORMATION:
DESCRIPTION: PERGOLA
MANUFACTURER: STRUCTUREWORKS
MODEL: SHADOW SERIES OR ARPROVED EQUAL
COLOR: TBD
CONTACT INFO:
NAME: PETE COOK
WEBSITE: www.structureworks.com
PHONE: 800-908-4965
PERGOLA1
PRODUCT INFORMATION:
DESCRIPTION: 6' BENCH
MANUFACTURER: LANDSCAPE FORMS
MODEL: GENERATION 50 OR ARPROVED EQUAL
CONTACT INFO:
NAME: NADENE WORTH
WEBSITE: https://www.landscapeforms.com/
PHONE: 800-430-6206x1325
OR APPROVED EQUAL
6' BENCH
OR APPROVED EQUAL
FENCE SHALL BE WOOD OR VINYL. COLOR TBD.
SEE SPECIFICATIONS FOR ADDITIONAL DETAILS.
FENCE
2
3
SSSSSSFM FM FM
FM FM FM FM FM FM FM FM FM FM
S
S
S S S SDDSSSSS
S S S S
S
S
S
S
S SSS
G G G G G G G GGGGGG G G G G
G G G G G
A
A
A
A B
B
B
B
B
B B
B
B
BB
B
B
A
B
D
D
D
D
D
ADDDDDDDD
DDDM
M
M OHG
UG
UG
UG
UGOHOHOHOH
OHOHOHOHOHOHSWWWWWW
WWWWWWW W
W
W W
UT
UT
UT
UTWWWWWW
WWWWD
0
Feet
Graphic Scale
30 60 90
15°±VT GridMagneticSheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
No. 9020
CIVILABIGAIL A .
D
E
RYSTA TE O F VER
M
ONT
PROF
ESSIONAL
E N G INEERL ICEN S E D
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
Lighting Plan
LI1-01
600 Spear
600 Spear Street
South Burlington, Vermont
Commercial Parking
New City Street
LUMINAIRE SCHEDULE
SYMBOL LABEL QTY CATALOG NUMBER DESCRIPTION LAMP MOUNT HEIGHT
INVUE EPIC MODERN MEDIUM
TYPE 3A LEDEMM-F03-LED-E1-T3
AVALON LED GOOSENECK
20 WattB LEDLMH2-WHA
20 FT
12 FT
NOTES:
1.AREA LIGHT AND BUILDING LAYOUT AS SHOWN FOR PERMITTING AND INSTALLATION PURPOSES.
BUILDING-MOUNTED FIXTURES ARE SHOWN FOR PERMITTING PURPOSES ONLY.
2.DISCREPANCIES BETWEEN THIS SHEET AND OTHER CIVIL, ELECTRICAL, OR ARCHITECTURAL PLANS
SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO INSTALLATION.
3.QUANTITIES AND CATALOG NUMBER SHOWN IN TABLE SHOULD BE VERIFIED BY ELECTRIC
CONTRACTOR PRIOR TO ORDERING.
14
6
LEGEND
0.25 FOOTCANDLES (fc)
0.5 FOOTCANDLES (fc)
1.0 FOOTCANDLES (fc)
0.8 fc
0.5 fc
AVG. ILLUMINATION
(HORIZONTAL)
1 03/18/22 TCERevised Layout
SPAN: 600-188-11469 PARCEL: 1640-00600
5/14/2021
1" = 30'
19-268
AAD
AAD
Private Parking N
Private Parking S
0.7 fc
0.8 fc
8.5:1
N/A
1.7 fc
1.3 fc
UNIFORMITY RATIO
(Avg./Min)
MAX. POINT
ILLUMINATION
7:1
4:1
1.5 fc
1.6 fc
HADCO CHARLESTON POST-TOP
TYPE 3, CLEAR PANELD LEDVXX60032-G3-C-3W-730-3 20 FT6
2 03/31/23 TCEFinal Plat
Overall Site 0.2 fc n/a 4.5 fc
3 05/18/23 TCEStaff Comments
OHUGOH
OHOHOHWWWWW
2"
UTN 07°14'40" W 351.27'130.26'70.00'29.90'71.11'40.00'10.00'
N 81°52'01" E 11
8
4
.
1
0
'
157.00'
198.66'
50.00'
778.44'342.50'10.00'S 07°59'56" E 352.50'N 07°12'14" W131.03'S 29°56'47" W
84.00'
S 80°11'44" W
106.20'
N 82°02'38" E
359.62'
N 82°02'38" E
410.29'
N 82°02'38" E
410.15'N 07°59'56" W302.34'N 82°02'38" E
288.93'
N 81°44'10" E
483.19'N 06°56'25" W342.36'This plat was created using pigment based ink on stable mediaDescriptionRevisions ByDate#
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM
TRUDELL CONSULTING ENGINEERS
Date:
Scale:
Drawn By:Crd file:
Sheet:Surveyed By:Field Bk:
Project #:
UTILITY POLE
FENCE
OVERHEAD UTILITY LINE
CONCRETE MONUMENT ( FOUND )
REBAR ( TO BE SET )
IRON PIPE ( FOUND )
FLAT STOCK STEEL BAR (FOUND)
CALCULATED POINT
OH
Parcel ID no. 1640-00600
v.1572 p.53
8.63 acres
LEGEND
NOTES:
1.THIS PLAT IS BASED ON DEEDS RESEARCHED IN THE CITY OF
SOUTH BURLINGTON LAND RECORDS AND FEATURES
LOCATED IN THE FIELD WITH A TOTAL STATION ON 01/25/2021.
2.BEARINGS ARE BASED ON VERMONT STATE PLANE GRID
NORTH ESTABLISHED WITH RTK OBSERVATIONS FROM
VERMONT VRS.
3.THIS PARCEL WAS CONVEYED TO ROBERT COUILLARD IN
VOLUME 1427 PAGE 209.
4.REBARS SET ARE NO. 5 REINFORCING BARS WITH ALUMINUM
CAPS STAMPED "TCE LAND SURVEYING, LS 109298".
5.DISTANCES ARE SHOWN TO THE HUNDREDTH OF A FOOT AND
BEARINGS ARE SHOWN TO THE SECOND FOR MATHEMATICAL
CLOSURE PURPOSES ONLY.
6.AN ATTEMPT HAS BEEN MADE TO IDENTIFY OR DELINEATE
EASEMENTS, RIGHTS OF WAY, LEASE LANDS,
ENCROACHMENTS, ETC. OBSERVED IN THE FIELD OR READILY
FOUND IN THE LAND RECORDS. ADDITIONAL ENCUMBRANCES
MAY EXIST WHICH ARE NOT SHOWN ON THIS PLAT.
7.UNDERGROUND UTILITY LINES SHOWN ARE BASED ON ABOVE
GROUND STRUCTURES AND PLANS OF RECORD. ACTUAL
LOCATION OF UNDERGROUND LINES MAY VARY.
8.THE RIGHT OF WAY WIDTH OF SPEAR ST IS 4 RODS (66')V.1 P.22.
THIS PLAT IS BASED ON A FIELD SURVEY WHICH MEETS OR EXCEEDS THE
MINIMUM STANDARDS AS SET FORTH BY THE VERMONT BOARD OF LAND
SURVEYORS. FIELD EVIDENCE, PERTINENT RECORD INFORMATION, AND
PAROLE EVIDENCE WAS USED IN THE CALCULATION AND DETERMINATION
OF THE BOUNDARIES SHOWN ON THIS PLAT. ANY INCONSISTENCIES ARE
SHOWN HEREON TO THE BEST OF MY KNOWLEDGE. THIS PLAT MEETS THE
REQUIREMENTS OF 27 VSA 1403.
GERALD M. STOCKMAN, L.S. #109298__________________________________
600 Spear FJT, LLC
Parcel ID# 1640-00600
600 Spear Street
South Burlington, Vermont
PUD Plat
EXISTING BOUNDARY LINE
ABUTTER BOUNDARY LINE
BGP/DBM
05-14-2021
1"=80'
GMS/BGP 19-268.crd
336 S1-02
19-268
CITY CLERK'S OFFICE OF SOUTH BURLINGTON ,
VERMONT Received this instrument for filing
_________________________________________ 202___ at
________ O'clock _________ minutes _________ m and filed a
true record.
Map no. ___________ Parcel ID No. ______________ Attest:
_________________________________________________________
Town Clerk
SPEAR STREETI-89
State of Vermont
v.56 p.364 & 374
map ref. #5
parcel ID no. 1640-00650
UVM & State Agricultural College
v.20 p. 8
map ref. # 2
parcel ID no. 1640-00650
UVM & State Agricultural College
v. 66 p. 232
map ref. # 3 & 4 PROJECT LOCATION
MONUMENT DOWN 0.6', 4" DIAMETER ALUMINUM DISC,
"UVM & SAC SURVEY MARKER" (NUMBERS NOT LEGIBLE).
NOTE: IRON PIPE 1" FOUND FLUSH (N82°-27'-33"W AND 0.44'), FROM THIS MONUMENT.
"G"
"A"
"B"
"C"
"D"
"E"
"F"
"H"
0
Feet
Graphic Scale
80 160 240
15°±VT GridMagneticPLAT REFERENCES:
1."PROPERTY SURVEY, CLEM COUILLARD,SPEAR ST.,SO.
BURLINGTON,VT", BY GERALD E. KITTLE LS 147, DATED MAY
28,1982, AND RECORDED AS MAP SLIDE #153 IN THE CITY OF
SO. BURLINGTON LAND RECORDS.
2."ROLAND J. EVANGELINE S. DESLAURIER TO THE UNIVERSITY OF
VERMONT & STATE AGRICULTURAL COLLEGE EASTERLY SIDE
OF SPEAR STREET", BY HARRIS G. ABBOTT, LS 59, DATED
JANUARY 26,1982, AND FILED IN DRAWER 36 DRAWING 41, IN
THE U.V.M. LAND RECORDS.
3."HOAG FARM EAST SIDE OF SPEAR STREET OWNED BY
VERMONT AGRICULTURAL COLLEGE, 77.52 ACRES",BY ARTHUR
D. BUTTERFIELD, DATED AUGUST 1950, AND FILED IN DRAWER
55 DRAWING 20, IN THE U.V.M. LAND RECORDS.
4."PLAN OF LAND OF EZRA HOAG, SPEAR ST., BURLINGTON &
SO. BURLINGTON, VERMONT", BY HOAG & HOWE ARCHITECTS
& SURVEYORS, DRAWING #129, NO DATE INDICATED ON
PLAN, AND FILED IN THE U.V.M. LAND RECORDS.
5."STATE OF VERMONT DEPT. OF HIGHWAYS, INTERSTATE
PROJECT IN THE TOWN OF SOUTH BURLINGTON, PLAN STA.
2046+00 TO STA. 2061+50", BY BOSWELL ENGINEERING,
PROJECT NO. I-89-3(14), SHEET #13. (PLAN NOT DATED).
parcel ID no.1640-00590
Robert Couillard
0.47 acres
v.1427 p. 209
map ref.#1
parcel ID no. 1640-00596
Reginald C. & Rose M Hebert
v. 74 p. 10
map ref.# 1
UNDERGROUND UTILITY LINEUG
4"X4" UP 1.25'
"VTHD" ON TOP,
CHAINLINK FENCE IS
0.5' TO THE EAST
8"X8" UP 1.0' WITH
BRASS DISC,
"CITY OF BURLINGTON,
BOUNDARY LINE,#31"
MONUMENTATION DESCRIPTION CHART
"A"
8"X8" CONCRETE MONUMENT FLUSH, TOP BROKEN OFF, WITH 1" BRASS CENTER.
(SUSPECTED CITY MONUMENT #30).
"B"
1/4" X 1-1/4" FLAT STOCK STEEL BAR, DOWN 0.4', DISTURBED.
NOTE: THIS FLAT BAR IS FOUND TO BE (S84°-26'-23"W AND 2.62' FROM CORNER "C")
"C"
CALCULATED CORNER. THERE ARE UNDERGROUND TELEPHONE AND POWER LINES
VERY CLOSE TO THIS CORNER. THE CALLED FOR CORNER MOST LIKELY REMOVED
DURING CONSTRUCTION. PLAT REF #1.
"D"
IRON PIPE 1" OD UP 0.9', GALVANIZED PAINTED RED"E"
IRON PIPE 1" OD DOWN 0.2', BENT SOUTHWEST, ILLEGIBLE CAP IN CENTER OF PIPE."F"
IRON PIPE 1" OD DOWN 0.4', ILLEGIBLE CAP IN CENTER OF PIPE.
NOTE: PIPE IS (S81°-52'-01"W AND 0.14' FROM CORNER "G").
"G"
IRON PIPE 1" OD UP 0.4', GALVANIZED."H"
SHED TO BE
REMOVED
INDUSTRIAL
BUILDING
HOUSE
WIRE FENCE
CHAIN LINK
FENCE
4"X4" UP 0.7''
WITH NAIL IN CENTER,
WITNESSED BY A
UVM PROPERTY SIGN
N:713572.81
E:1461179.83
APPROVED BY RESOLUTION OF THE DEVELOPMENT REVIEW BOARD OF THE CITY OF SOUTH
BURLINGTON, VT. ON THE ______ DAY OF ________________________ 202___, SUBJECT TO THE
REQUIREMENTS AND CONDITIONS OF SAID RESOLUTION.
SIGNED THIS ______ DAY OF ________________________ 202___,
BY __________________________________________ CHAIRMAN OR CLERK
PROPOSED EASEMENT LINE
PROPOSED 50' RIGHT-OF-WAY
0.72 Acres From Parcel 1640-00600
0.09 Acres From Parcel 1640-00650
TEMPORARY
CONSTRUCTION/GRADING
EASEMENT STARTS AT EAST
END OF CITY STREET ROW
Revised Easements1 02/22/23 GMS
LOT 2
6.10 Acres
LOT 1
1.80 Acres
PROPOSED CITY
STREET ROW
PROPOSED
MULT-IUSE PATH
EASEMENT
FOLLOWS
EDGE OF PATH
AS-BUILT
TO BENEFIT CITY
OF SOUTH
BURLINGTON
PROPOSED MULT-IUSE PATH
EASEMENT FOLLOWS EDGE OF
PATH AS-BUILT TO BENEFIT CITY
OF SOUTH BURLINGTON
PUD Table Area
Parcel SF Acres
LOT 1 77,883 1.80
LOT 2 265,820 6.10
City Street ROW 35,618 0.81
N 07°14'40" W 351.27'130.26'70.00'29.90'71.11'40.00'10.00'
N 81°52'01" E 11
8
4
.
1
0
'
157.00'
198.66'
50.00'
778.44'342.50'10.00'S 07°59'56" E 352.50'N 07°12'14" W131.03'S 29°56'47" W
84.00'
S 80°11'44" W
106.20'
N 82°02'38" E
359.62'
N 82°02'38" E
410.29'
N 82°02'38" E
410.15'N 07°59'56" W302.34'N 82°02'38" E
288.93'
N 81°44'10" E
483.19'N 06°56'25" W342.36'This plat was created using pigment based ink on stable mediaDescriptionRevisions ByDate#
Date:
Scale:
Drawn By:Crd file:
Sheet:Surveyed By:Field Bk:
Project #:
UTILITY POLE
FENCE
OVERHEAD UTILITY LINE
CONCRETE MONUMENT ( FOUND )
REBAR ( TO BE SET )
IRON PIPE ( FOUND )
FLAT STOCK STEEL BAR (FOUND)
CALCULATED POINT
OH
Parcel ID no. 1640-00600
v.1572 p.53
8.628 acres
LEGEND
NOTES:
1.THIS PLAT IS BASED ON DEEDS RESEARCHED IN THE CITY OF
SOUTH BURLINGTON LAND RECORDS AND FEATURES
LOCATED IN THE FIELD WITH A TOTAL STATION ON 01/25/2021.
2.BEARINGS ARE BASED ON VERMONT STATE PLANE GRID
NORTH ESTABLISHED WITH RTK OBSERVATIONS FROM
VERMONT VRS.
3.THIS PARCEL WAS CONVEYED TO ROBERT COUILLARD IN
VOLUME 1427 PAGE 209.
4.REBARS SET ARE NO. 5 REINFORCING BARS WITH ALUMINUM
CAPS STAMPED "TCE LAND SURVEYING, LS 109298".
5.DISTANCES ARE SHOWN TO THE HUNDREDTH OF A FOOT AND
BEARINGS ARE SHOWN TO THE SECOND FOR MATHEMATICAL
CLOSURE PURPOSES ONLY.
6.AN ATTEMPT HAS BEEN MADE TO IDENTIFY OR DELINEATE
EASEMENTS, RIGHTS OF WAY, LEASE LANDS,
ENCROACHMENTS, ETC. OBSERVED IN THE FIELD OR READILY
FOUND IN THE LAND RECORDS. ADDITIONAL ENCUMBRANCES
MAY EXIST WHICH ARE NOT SHOWN ON THIS PLAT.
7.UNDERGROUND UTILITY LINES SHOWN ARE BASED ON ABOVE
GROUND STRUCTURES AND PLANS OF RECORD. ACTUAL
LOCATION OF UNDERGROUND LINES MAY VARY.
8.THE RIGHT OF WAY WIDTH OF SPEAR ST IS 4 RODS (66')V.1 P.22.
THIS PLAT IS BASED ON A FIELD SURVEY WHICH MEETS OR EXCEEDS THE
MINIMUM STANDARDS AS SET FORTH BY THE VERMONT BOARD OF LAND
SURVEYORS. FIELD EVIDENCE, PERTINENT RECORD INFORMATION, AND
PAROLE EVIDENCE WAS USED IN THE CALCULATION AND DETERMINATION
OF THE BOUNDARIES SHOWN ON THIS PLAT. ANY INCONSISTENCIES ARE
SHOWN HEREON TO THE BEST OF MY KNOWLEDGE. THIS PLAT MEETS THE
REQUIREMENTS OF 27 VSA 1403.
GERALD M. STOCKMAN, L.S. #109298__________________________________
600 Spear FJT, LLC
Parcel ID# 1640-00600
600 Spear Street
South Burlington, Vermont
PUD Plat
EXISTING BOUNDARY LINE
ABUTTER BOUNDARY LINE
BGP/DBM
05-14-2021
1"=80'
GMS/BGP 19-268.crd
336 S1-02
19-268
CITY CLERK'S OFFICE OF SOUTH BURLINGTON ,
VERMONT Received this instrument for filing
_________________________________________ 202___ at
________ O'clock _________ minutes _________ m and filed a
true record.
Map no. ___________ Parcel ID No. ______________ Attest:
_________________________________________________________
Town Clerk
SPEAR STREETI-89
State of
Vermont
v.56 p.364 & 374
map ref. #5
parcel ID no. 1640-00650
UVM & State Agricultural College
v.20 p. 8
map ref. # 2
parcel ID no. 1640-00650
UVM & State Agricultural College
v. 66 p. 232
map ref. # 3 & 4 PROJECT LOCATION
MONUMENT DOWN 0.6', 4" DIAMETER ALUMINUM DISC,
"UVM & SAC SURVEY MARKER" (NUMBERS NOT LEGIBLE).
NOTE: IRON PIPE 1" FOUND FLUSH (N82°-27'-33"W AND 0.44'), FROM THIS MONUMENT.
"G"
"A"
"B"
"C"
"D"
"E"
"F"
"H"
0
Feet
Graphic Scale
80 160 240
15°±VT GridMagneticPLAT REFERENCES:
1."PROPERTY SURVEY, CLEM COUILLARD,SPEAR ST.,SO.
BURLINGTON,VT", BY GERALD E. KITTLE LS 147, DATED MAY
28,1982, AND RECORDED AS MAP SLIDE #153 IN THE CITY OF
SO. BURLINGTON LAND RECORDS.
2."ROLAND J. EVANGELINE S. DESLAURIER TO THE UNIVERSITY OF
VERMONT & STATE AGRICULTURAL COLLEGE EASTERLY SIDE
OF SPEAR STREET", BY HARRIS G. ABBOTT, LS 59, DATED
JANUARY 26,1982, AND FILED IN DRAWER 36 DRAWING 41, IN
THE U.V.M. LAND RECORDS.
3."HOAG FARM EAST SIDE OF SPEAR STREET OWNED BY
VERMONT AGRICULTURAL COLLEGE, 77.52 ACRES",BY ARTHUR
D. BUTTERFIELD, DATED AUGUST 1950, AND FILED IN DRAWER
55 DRAWING 20, IN THE U.V.M. LAND RECORDS.
4."PLAN OF LAND OF EZRA HOAG, SPEAR ST., BURLINGTON &
SO. BURLINGTON, VERMONT", BY HOAG & HOWE ARCHITECTS
& SURVEYORS, DRAWING #129, NO DATE INDICATED ON
PLAN, AND FILED IN THE U.V.M. LAND RECORDS.
5."STATE OF VERMONT DEPT. OF HIGHWAYS, INTERSTATE
PROJECT IN THE TOWN OF SOUTH BURLINGTON, PLAN STA.
2046+00 TO STA. 2061+50", BY BOSWELL ENGINEERING,
PROJECT NO. I-89-3(14), SHEET #13. (PLAN NOT DATED).
parcel ID no.1640-00590
Robert Couillard
0.47 acres
v.1427 p. 209
map ref.#1
parcel ID no. 1640-00596
Reginald C. & Rose M Hebert
v. 74 p. 10
map ref.# 1
UNDERGROUND UTILITY LINEUG
4"X4" UP 1.25'
"VTHD" ON TOP,
CHAINLINK FENCE IS
0.5' TO THE EAST
8"X8" UP 1.0' WITH
BRASS DISC,
"CITY OF BURLINGTON,
BOUNDARY LINE,#31"
MONUMENTATION DESCRIPTION CHART
"A"
8"X8" CONCRETE MONUMENT FLUSH, TOP BROKEN OFF, WITH 1" BRASS CENTER.
(SUSPECTED CITY MONUMENT #30).
"B"
1/4" X 1-1/4" FLAT STOCK STEEL BAR, DOWN 0.4', DISTURBED.
NOTE: THIS FLAT BAR IS FOUND TO BE (S84°-26'-23"W AND 2.62' FROM CORNER "C")
"C"
CALCULATED CORNER. THERE ARE UNDERGROUND TELEPHONE AND POWER LINES
VERY CLOSE TO THIS CORNER. THE CALLED FOR CORNER MOST LIKELY REMOVED
DURING CONSTRUCTION. PLAT REF #1.
"D"
IRON PIPE 1" OD UP 0.9', GALVANIZED PAINTED RED"E"
IRON PIPE 1" OD DOWN 0.2', BENT SOUTHWEST, ILLEGIBLE CAP IN CENTER OF PIPE."F"
IRON PIPE 1" OD DOWN 0.4', ILLEGIBLE CAP IN CENTER OF PIPE.
NOTE: PIPE IS (S81°-52'-01"W AND 0.14' FROM CORNER "G").
"G"
IRON PIPE 1" OD UP 0.4', GALVANIZED."H"
SHED TO BE
REMOVED
INDUSTRIAL
BUILDING
HOUSE
WIRE FENCE
CHAIN LINK
FENCE
4"X4" UP 0.7''
WITH NAIL IN CENTER,
WITNESSED BY A
UVM PROPERTY SIGN
N:713572.81
E:1461179.83
APPROVED BY RESOLUTION OF THE DEVELOPMENT REVIEW BOARD OF THE CITY OF SOUTH
BURLINGTON, VT. ON THE ______ DAY OF ________________________ 202___, SUBJECT TO THE
REQUIREMENTS AND CONDITIONS OF SAID RESOLUTION.
SIGNED THIS ______ DAY OF ________________________ 202___,
BY __________________________________________ CHAIRMAN OR CLERK
PROPOSED EASEMENT LINE
PROPOSED 50' RIGHT-OF-WAY
0.724 Acres From Parcel 1640-00600
0.094 Acres From Parcel 1640-00650
TEMPORARY
CONSTRUCTION/GRADING
EASEMENT STARTS AT EAST
END OF CITY STREET ROW
Revised Easements1 02/22/23 GMS
LOT 2
6.102 Acres
LOT 1
1.802 Acres
PROPOSED CITY
STREET ROW
PROPOSED
MULT-IUSE PATH
EASEMENT
FOLLOWS
EDGE OF PATH
AS-BUILT
TO BENEFIT CITY
OF SOUTH
BURLINGTON
PROPOSED MULT-IUSE PATH
EASEMENT FOLLOWS EDGE OF
PATH AS-BUILT TO BENEFIT CITY
OF SOUTH BURLINGTON
PUD Table Area
Revised PUD Table2 05/18/23 GMS
Parcel SF Acres
LOT 1 77,883 1.802
LOT 2 265,820 6.102
City Street ROW 35,618 0.818
DDDDDDDDM
M
M OHOHG
UG
UG
UG
UGOHOHOHOH
OHOHOHOHSWWWWWWW
WWWWW W
W ØØØW W ØØØØØØØ2"
UT
UT
UT
UT
2"
18" MAPLE
24" MAPLE
CLASS II WETLAND
401/36
37
BLUE
SPRUCE
BLUE
SPRUCE
N/F
UVM & STATE AGRICULTURAL COLLEGE
N/F
REGINALD C.
& ROSE M. HEBERT
N/F
UNIVERSITY OF VERMONT
N/F
ROBERT COUILLARD
WETLAND
CONTINUES
NORTHWEST
50'WETLANDBUFFER291
297
290
289 288
288
289
290
291
28
7293294
295296297298299300289
290
291
292
293
295
294 298295296297294293292291
290
298
2
9
5296
299
298
299
298
297
296
295
294
295298 298
300
299 298 297 296
28
8289
2902912892
9
0 291292293294
294
292
293
294
295
29
8
2962
9
5
298
297
299
2
9
9
299
301 300301298297296WWWWWWWWWWW30130130029929829829729729
7 296CB-RIM=295.8
i(S)15" HDPE= 291.4
i(N)15"HDPE=290.9
SUMP=290.05
CB-RIM=292.9
i(S)15" HDPE= 288.7
i(N)15"HDPE=288.15
SUMP=287.2
WATER MANHOLE-RIM=298.8
TOP 24" D.I. WATERLINE= 293.8
i(OUT TO WEST) 4" PVC=290.9
BLOWOFF VALVE
ASSUMED LOCATION OF EXISTING 24" D.I. WATER
MAIN
289 290 291292293294
295
296
296
290289
291292
293
297
296SPEAR STREETN/F
UVM & STATE AGRICULTURAL COLLEGE
N/F
REGINALD C.
& ROSE M. HEBERT
N/F
UNIVERSITY OF VERMONT
N/F
ROBERT COUILLARD
NON-
RESIDENTIAL STRUCTURE
EXISTING DA1
0.364 AC IMPERVIOUS
3.869 AC TOTAL
L
=
4
5
2
'
,
s
=
0.
0
2
4
F
T
/
F
T
AdD
HnB
NRCS SOIL TYPE (TYP.)
NRCS SOIL BOUNDARY (TYP.)
SEDIMENT BASIN (TYP.)
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
No. 9020
CIVILABIGAIL A .
D
E
RYSTA TE O F VER
M
ONT
PROF
ESSIONAL
E N G INEERL ICEN S E D
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
0
Feet
Graphic Scale
30 60 90
15°±VT GridMagnetic
Existing Stormwater
Plan
C4-01
4/03/2023
1" = 30'
19-268
ADP
AAD
AAD
600 Spear
600 Spear Street
South Burlington, Vermont
1 03/31/23 ADPFinal Plat Revisions
SPAN: 600-188-11469 PARCEL: 1640-00600
PROJECT INFORMATION:
1.OWNER/APPLICANT: 600 SPEAR FJT, LLC
600 SPEAR EBT, LLC
ONE NATIONAL LIFE DRIVE - M230
MONTPELIER, VERMONT 05604
2.TAX PARCEL ID: SPAN: 600-188-11469 PARCEL: 1640-00600
3.PHYSICAL ADDRESS 600 SPEAR STREET
OF PROPERTY:SOUTH BURLINGTON, VERMONT 05403
4.PARCEL SIZE: 8.63± AC
5.TOTAL EXISTING IMPERVIOUS AREA:0.560 AC
6.EXISTING IMPERVIOUS TO S/N 001:0.364 AC
RECEIVING WATER AT S/N 001:
UNNAMED WETLAND TRIBUTARY OF THE POTASH
BROOK
2 05/18/23 ADPStaff Comments
M
M
M OHG
UG
UG
UG
UGOHOHOHOH
OHOHOHOHSWWWWW
WWWW W
W ØØØW W
ØØØØØØØØØØØØØØ2"
UT
UT
UT
UT
2"
18" MAPLE
24" MAPLE
401/36
37
38
BLUE
SPRUCE
BLUE
SPRUCE
N/F
REGINALD C.
& ROSE M. HEBERT
N/F
UVM & STATE AGRICULTURAL COLLEGE
N/F
ROBERT COUILLARD
CONTINUES
NORTHWEST
50'WETLANDBUFFERi = 293.58
291
297
290
289 288
288
289
290
291
28
7
295296297298299300297298299289 290
291
292
293
295
294 298295296297294293292291
290
298
291
292
29
3
2
9
4
2
9
5296 291 292
29
3
294
299295
296
297
298
299299
298
299
298
297
296
295
294
295298 298
300
299 298 297 296
2952942932922892
9
0 291292293294
294
292
293
294
295
29
8
2962
9
5
298
297
299
2
9
9
299
301 300301298297296295W
WWWWWWWW301301300300299289
290 291292293294
295
296
296
290289
291292
293
297
296
BUILDING 8
BUILDING 5
BUILDING 2
BUILDING 7
BUILDING 6
BUILDING 14%W W W W W W W
W W W W W W W W W W W W W W W W W W W
W W W WW
WSSSSSSFM FM FM
FM FM FM FM FM FM FM FM FM FM FM
S
UG
DDDD
DDDDDDD D D D D D D D
D
D
D
D
D
WW
S
BUILDING 3
BUILDING 4
WDDDDDFFE 300.0
FFE 300.0
FFE 300.0
D DD
S S S S299298
296297
298298299300300
299 299298299299299
299
299
298298
297
29829729
8
298
294295296297
298
300
294
295
296295294294
295296
29
8
299
299
299
294
295296
299 299
299
297
296 295
296
295
297
296295
297 296
298
297296298296
298
294 295
293
296
288290
292
FFE 299.5
FFE 300.0
FFE 299.5
FFE 299.5
FFE 300.0
ACCESS TO
SOLAR AREA
WWWWWWWWWSSSSS
S S S S
S
S
S
S
S SSS
298
3
0
0 299299297
299
299299
G G G G G G G GGGGGG G G G G
G G G G G
UG UG UG UG
UGUG UG UG UG UG UG UG UG UG UG
UG UG UG
UG UGUGUGUGUGUGUGUG UG UG UG294297
298299
293
.
1
+
295
.
0
+
294
.
9
+DNSPEAR STREETD
N/F
REGINALD C.
& ROSE M. HEBERT
N/F
UVM & STATE AGRICULTURAL COLLEGE
N/F
ROBERT COUILLARD
RIPRAP
OUTFALL
NON-
RESIDENTIAL STRUCTURE
AdD
HnB
AdA
DRAINAGE AREA 1
1.307 AC
0.788 AC IMP
0.686 AC NEW IMP
0.026 REDEVELOPED IMP
0.076 EXISTING IMP
DRAINAGE AREA 2A
0.411 AC
0.162 AC IMP
DRAINAGE AREA 2B
0.353 AC
0.101 AC IMP
DRAINAGE AREA 4
0.490 AC
0.281 AC IMP
DRAINAGE AREA 3
1.308 AC
0.804 AC IMP
0.640 AC NEW IMP
0.147 REDEVELOPED IMP
0.017 EXISTING IMP
L = 20
8
'
,
s
=
0
.
0
1
4
f
t
/
f
t
L = 196', s = 0.015 ft/ft
L = 116', s
=
0
.
0
1
3
f
t
/
f
t
L =
1
0
9
'
,
s
=
0
.
0
1
4
f
t
/
f
tL = 178', s = 0.022 ft/ftNRCS SOIL TYPE (TYP.)
NRCS SOIL BOUNDARY (TYP.)
GRAVEL WETLAND 3
TOP OF SOIL = 295.0
BOTTOM OF GRAVEL = 292.0
GRAVEL WETLAND 1
TOP OF WETLAND SOIL = 294.0
BOTTOM OF GRAVEL WETLAND = 291.0
GRAVEL WETLAND 2B
TOP OF WETLAND SOIL = 296.0
BOTTOM OF GRAVEL = 292.0
GRAVEL WETLAND 2B
TOP OF WETLAND SOIL = 296.0
BOTTOM OF GRAVEL = 293.0
GRAVEL WETLAND 4
TOP OF WETLAND SOIL = 295.0
BOTTOM OF GRAVEL = 292.0
SEDIMENT BASIN (TYP.)
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
No. 9020
CIVILABIGAIL A .
D
E
RYSTA TE O F VER
M
ONT
PROF
ESSIONAL
E N G INEERL ICEN S E D
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
0
Feet
Graphic Scale
30 60 90
15°±VT GridMagnetic
Proposed
Stormwater Plan
C4-02
05/14/2021
1" = 30'
19-268
ADP
AAD
AAD
600 Spear
600 Spear Street
South Burlington, Vermont
1 03/31/23 ADPFinal Plat Revisions
SPAN: 600-188-11469 PARCEL: 1640-00600
PROJECT INFORMATION:
1.OWNER/APPLICANT: 600 SPEAR FJT, LLC
600 SPEAR EBT, LLC
ONE NATIONAL LIFE DRIVE - M230
MONTPELIER, VERMONT 05604
2.TAX PARCEL ID: SPAN: 600-188-11469 PARCEL: 1640-00600
3.PHYSICAL ADDRESS 600 SPEAR STREET
OF PROPERTY:SOUTH BURLINGTON, VERMONT 05403
4.PARCEL SIZE: 8.63± ACRES
EXISTING CONDITIONS
EXISTING IMPERVIOUS (INCLUDING:0.560 AC
OUTSIDE OF DRAINAGE AREA)
PROPOSED CONDITIONS
EXISTING IMPERVIOUS TO BE REMOVED:0.099 AC
EXISTING IMPERVIOUS TO REMAIN:0.196 AC
(NOT FOR PERMIT COVERAGE)
PROPOSED NEW IMPERVIOUS:1.870 AC
PROPOSED REDEVELOPMENT:0.173 AC
EXISTING IMPERVIOUS: 0.092 AC
(FOR PERMIT COVERAGE)
TOTAL PROPOSED TREATED IMPERVIOUS:2.135 AC
TOTAL POST DEVELOPMENT IMPERVIOUS:2.331 AC
PURPOSE OF PLAN
THE PURPOSE OF THIS PLAN IS TO SHOW THE POST-CONSTRUCTION DRAINAGE AREA AND PROPOSED STORMWATER
TREATMENT PRACTICES FOR TREATMENT OF NEW IMPERVIOUS ASSOCIATED WITH A PROPOSED PUD. THE PUD WILL INCLUDE
EIGHT NEW MULTIFAMILY RESIDENCES AS WELL AS NEW CITY STREETS AND SIDEWALKS. THE EXISTING COMMERCIAL BUILDING
IS NOT FOR PERMIT COVERAGE. THE PROPOSED STORMWATER TREATMENT WAS DESIGNED IN ACCORDANCE WITH THE 2017
VERMONT STORMWATER MANAGEMENT MANUAL, 3-9050 GENERAL STORMWATER OPERATIONAL PERMIT, AND THE 2021
SOUTH BURLINGTON CITY ORDINANCE: STORMWATER UPGRADE FEASIBILITY ANALYSIS.
RECEIVING WATER AT S/N 001:
UNNAMED WETLAND TRIBUTARY OF THE POTASH
BROOK
KEY
PROPOSED REDEVELOPMENT
EXISTING IMPERVIOUS TO BE REMOVED
AREA SUBJECT TO POST CONSTRUCTION SOIL DEPTH AND QUALITY STANDARD
SUB-DRAINAGE AREA BOUNDARY
2 05/18/23 ADPStaff Comments
DDDDDDDDDM
M
M OHG
UG
UG
UG
UGOHOHOHOH
OHOHOHOHSWWWWW
WWWWWW W
W ØØØW W ØØØØØØØØØØ2"
UT
UT
UT
UT
2"
18" MAPLE
24" MAPLE
401/36
37
38
BLUE
SPRUCE
BLUE
SPRUCE
N/F
REGINALD C.
& ROSE M. HEBERT
N/F
UVM & STATE AGRICULTURAL COLLEGE
N/F
ROBERT COUILLARD
CONTINUES
NORTHWEST
50'WETLANDBUFFER291
297
290
289 288
288
289
290
291
28
7
295296297298299300298299289
290
291
292
293
295
294 298295296297294293292291
290
298
291
292
29
3
2
9
4
2
9
5296 291 292
29
3
299
298
299
298
297
296
295
294
295298 298
300
299 298 297 296
295293292289
2
9
0 291292293294
294
292
293
294
295
2
9
8
2962
9
5
298
297
299
2
9
9
299
301 300301298297296WWWWWWWWWW301301300300299299298298297297297 296CB-RIM=295.8
i(S)15" HDPE= 291.4
i(N)15"HDPE=290.9
SUMP=290.05
CB-RIM=292.9
i(S)15" HDPE= 288.7
i(N)15"HDPE=288.15
SUMP=287.2
WATER MANHOLE-RIM=298.8
TOP 24" D.I. WATERLINE= 293.8
i(OUT TO WEST) 4" PVC=290.9
12" AC WATER MAIN
APPROX. LOCATION PER CWD
BUILDING 8
BUILDING 5
BUILDING 2
BUILDING 7
BUILDING 6
BUILDING 1
1:12MAX.W W W W W W W
W W W W W W W W W W W W W W W W W W W
W W W WW
WSSSSSSFM FM FM
FM FM FM FM FM FM FM FM FM FM FM
S
UG
DDDD
DDDDDDD D D D D D D D
D
D
D
D
D
WW
S
BUILDING 3
BUILDING 4
WDDDDDFFE 300.0
FFE 300.0
FFE 300.0
D DD
S S S S299298
296297
298298299300300
299 299298299299299
299
299298298
297
29829729
8
298
294295296297
298
300
294
295
296
295294294295296
2
9
8
299
299
299
294
295296
299 299
299
297
296 295
296
295
297
296
295
297 296
298
297296298296
298
294 295
293
296
288290
292
FFE 299.5
FFE 300.0
FFE 299.5
FFE 299.5
FFE 300.0
ACCESS TO
SOLAR AREA
WWWWWWWWWSSSSS
S S S S
S
S
S
S
S SSS
298
3
0
0 299299297
299
299299
G G G G G G G GGGGGG G G G G
G G G G G
UG UG UG UG
UGUG UG UG UG UG UG UG UG UG UG
UG UG UG
UG UGUGUGUGUGUGUGUG UG UG UG
300
299298297298297 297
298299SPEAR STREETN/F
REGINALD C.
& ROSE M. HEBERT
N/F
UVM & STATE AGRICULTURAL COLLEGE
UNIVERSITY OF VERMONT
N/F
ROBERT COUILLARD
RIPRAP
OUTFALL
NON-
RESIDENTIAL STRUCTURE
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
No. 9020
CIVILABIGAIL A .
D
E
RYSTA TE O F VER
M
ONTPROF
ESSIONAL
E N G INEERL ICEN S E D
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
0
Feet
Graphic Scale
30 60 90
15°±VT GridMagnetic
Annotated
Maintenance Plan
C4-03
03/31/2023
1" = 30'
19-268
ADP
AAD
AAD
600 Spear
600 Spear Street
South Burlington, Vermont
SPAN: 600-188-11469 PARCEL: 1640-00600
STORMWATER MAINTENANCE NOTES & RECOMMENDATIONS:
GENERAL MAINTENANCE: EACH SPRING THE ENTIRE SITE SHOULD BE INSPECTED FOR ANY AREAS OF EROSION, WHICH SHOULD BE
REPAIRED AS NECESSARY. AN ENGINEER SHOULD BE CONSULTED IF THERE ARE AREAS WHICH ROUTINELY ERODE.
RAIN GAURDIAN PRE-TREATMENT STRUCTURES: TURRET AND FOXHOLE CATCH BASINS TO BE INSPECTED ANNUALLY. ANY ACCUMULATED
SEDIMENT OR DEBRIS WITHIN GRATE OR CHAMBER SHOULD BE REMOVED AND PROPERLY DISPOSED. FILTER WALL SHOULD BE
REMOVED, BRUSHED WITH A STIFF BROOM, RINSED CLEAN AND REPLACED.
DRAIN MANHOLES: ALL STORMWATER MANHOLES TO BE INSPECTED ANNUALLY. ANY ACCUMULATED SEDIMENT OR DEBRIS WITHIN
STRUCTURES SHOULD BE REMOVED. ENSURE COVER IS SECURE AND INTACT, AND THAT THE STRUCTURE MATCHES DESIGN PLANS.
OUTLET STRUCTURES: ALL STORMWATER OUTLET STRUCTURES TO BE INSPECTED ANNUALLY. ANY ACCUMULATED SEDIMENT OR DEBRIS
WITHIN STRUCTURES SHOULD BE REMOVED. ENSURE GRATE IS FREE OF DEBRIS AND THAT THE STRUCTURE MATCHES DESIGN PLANS.
PIPE INLET/OUTLETS: STORMWATER PIPE INLET/OUTLET TO BE INSPECTED ANNUALLY. ENSURE INLET/OUTLET IS FREE OF DEBRIS OR
ACCUMULATED SEDIMENT AND THAT NO EROSION HAS OCCURRED. IF EROSION HAS OCCURRED, IT SHOULD BE REPAIRED WITH STONE.
GRAVEL WETLAND & FILTER STRIP: GRAVEL WETLAND SHOULD BE INSPECTED ANNUALLY. ANY ACCUMULATED SEDIMENT AND DEAD OR
DYING VEGETATION WITHIN THE GRAVEL WETLAND SHOULD BE REMOVED AND PROPERLY DISPOSED. ANY EROSION IN THE GRAVEL
WETLAND SHOULD BE REPAIRED TO ORIGINAL DESIGN OR CONTACT ENGINEER. PERFORATED RISERS AND CLEANOUTS IN GRAVEL
WETLAND SHOULD BE INSPECTED ANNUALLY. IF ACCUMULATED SEDIMENT IS OBSERVED IN THE RISERS/CLEANOUTS, THE UNDERDRAINS
OF THE GRAVEL WETLAND SHOULD BE FLUSHED. IF A PERMANENT POOL OF WATER IS NOT OBSERVED WITHIN THE RISERS/CLEANOUTS
CONTACT ENGINEER TO DETERMINE IF A LEAK IS PRESENT. FILTER STRIP AND PEASTONE DIAPHRAGM TO BE INSPECTED ANNUALLY.
SHOULD SEDIMENT DEPOSITS BE OBSERVED WITHIN DIAPHRAGM OR FILTER STRIP THEY SHOULD BE REMOVED AND PROPERLY DISPOSED.
ANY DISPLACED STONE SHOULD BE REPAIRED TO MATCH ORIGINAL DESIGN DETAILS. ANY EROSION SHOULD BE BE REPAIRED BY
REGARDING TO ORIGINAL DESIGN, SEEDING AND STRAW MULCHING.
PROJECT INFORMATION:
1.OWNER/APPLICANT: 600 SPEAR FJT, LLC
600 SPEAR EBT, LLC
ONE NATIONAL LIFE DRIVE - M230
MONTPELIER, VERMONT 05604
2.TAX PARCEL ID: SPAN: 600-188-11469 PARCEL: 1640-00600
3.PHYSICAL ADDRESS 600 SPEAR STREET
OF PROPERTY:SOUTH BURLINGTON, VERMONT 05403
4.PARCEL SIZE: 8.63± ACRES
PURPOSE OF PLAN
THE PURPOSE OF THIS PLAN IS TO PROVIDE GUIDANCE FOR OPERATING AND MAINTAINING THE STORMWATER TREATMENT
SYSTEM. THE TREATMENT SYSTEM IS SUBJECT TO NATURAL ELEMENTS AND WILL REQUIRE PERIODIC MAINTENANCE AND
REPAIRS. THE COMPONENTS OF THE TREATMENT SYSTEM HAVE BEEN IDENTIFIED ON THIS PLAN AND SPECIFIC MAINTENANCE
NOTES FOR EACH COMPONENT HAVE BEEN PROVIDED BELOW. THE TREATMENT SYSTEM COMPONENTS SHOULD BE
INSPECTED ANNUALLY IN THE SPRING AS INDICATED IN THE PERMIT CONDITIONS.
DDDDDDDDDDM
M
M OHG
UG
UG
UG
UGOHOHOHOH
OHOHOHOHOHSWWWWW
WWWWWWW W
W ØØØW W ØØØØØØØØØØUT
UT
UT
UT
24" MAPLE
401/36
37
38
TBM
NAIL IN POLE #38
ELEV.=303.02
BLUE
SPRUCE
N/F
REGINALD C.
& ROSE M. HEBERT
N/F
UVM & STATE AGRICULTURAL COLLEGE
N/F
ROBERT COUILLARD
CONTINUES
NORTHWEST
50'WETLANDBUFFER291
297
290
289 288
288
289
290
291
28
7
295296297298299300297298299300301289
290
291
292
293
295
294 298295296297294293292291
290
298
291
292
29
3
2
9
4
2
9
5296 291 292
2
9
3
299299
298
299
298
297
296
295
294
295298 298
300
299 298 297 296
295294 293292289
290291292293294
294
292
293
294
295
29
8
2962
9
5
298
297
299
2
9
9
299
301 300301298297296WWWWWWWWW30130130130030030029929929929829829829729729
7
297296CB-RIM=292.9
i(S)15" HDPE= 288.7
i(N)15"HDPE=288.15
SUMP=287.2
12" AC WATER MAIN
APPROX. LOCATION PER CWD
289 290 291292293294
295
296
296
290289
291292
293
297
296
BUILDING 8
BUILDING 5
BUILDING 2
BUILDING 7
BUILDING 6
BUILDING 14%W W W W W W W
W W W W W W W W W W W W W W W W W W W
W W W WW
WSSSSSSFM FM FM
FM FM FM FM FM FM FM FM FM FM FM
S
UG
DDDD
DDDDDDD D D D D D D D
D
D
D
D
D
WW
S
BUILDING 3
BUILDING 4
WDDDDDFFE 300.0
FFE 300.0
FFE 300.0
D DD
S S S S299298
296297
298298299300300
299 299298299299299
299
299
298298
297
29829729
8
298
294295296297
298
300
294
295
296
295294294295296
2
9
8
299
299
299
294295296
299 299
299
297
296 295
296
295
297
296
295
297 296
298
297296298296
298
294 295
293
296
288290
292
FFE 299.5
FFE 300.0
FFE 299.5
FFE 299.5
FFE 300.0
ACCESS TO
SOLAR AREA
WWWWWWWWWSSSSS
S S S S
S
S
S
S
S SSS
298
3
0
0 299299297
299
299299
G G G G G G G GGGGGG G G G G
G G G G G
UG UG UG UG
UGUG UG UG UG UG UG UG UG UG UG
UG
UG UG
UG UGUGUGUGUGUGUGUG UG UG UG294297
298299
293
.
0
+
29
3
.
1
+
29
5
.
0
+
29
4
.
9
+DNSPEAR STREETN/F
REGINALD C.
& ROSE M. HEBERT
N/F
UVM & STATE AGRICULTURAL COLLEGE
UNIVERSITY OF VERMONT
N/F
ROBERT COUILLARD
RIPRAP
OUTFALL
NON-
RESIDENTIAL STRUCTURE
SILT FENCE (TYP)
SCE
LIMIT OF DISTURBANCE
CONSTRUCTION ENTRANCE
AdD
HnB
AdA
STONE CHECK DAM (TYP.)
BARRIER TAPE (TYP.)
SOIL STOCKPILE (TYP.)
PIPE INLET PROTECTION
NRCS SOIL TYPE (TYP.)
NRCS SOIL BOUNDARY (TYP.)
SEDIMENT BASIN (TYP.)
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
No. 9020
CIVILABIGAIL A .
D
E
RYSTA TE O F VER
M
ONT
PROF
ESSIONAL
E N G INEERL ICEN S E D
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
0
Feet
Graphic Scale
30 60 90
15°±VT GridMagnetic
Overall EPSC Plan
C5-01
05/14/2021
1" = 30'
19-268
ADP
AAD
AAD
600 Spear
600 Spear Street
South Burlington, Vermont
1 03/31/23 ADPFinal Plat Revisions
SPAN: 600-188-11469 PARCEL: 1640-00600
SOIL STOCK PILE
BARRIER TAPE
SILT FENCE
STABILIZED CONSTRUCTION
ENTRANCE
STONE CHECK DAM
INLET PROTECTION
SCE
EPSC LEGEND
2 04/12/23 ADPCity Staff Comments
3 05/18/23 ADPStaff Comments
G GOH
OHOHOHW W W W
38 298294
295
300
299 298 297 296
295299
301
301WWWW301297
296
SIGN:
STOP
W W W W W W W W W W W W W W W W W W W W W W WSSUGUGDDD
D D
D D D
S S S S S S
NEW CITY STREET
WWWW0+00 1+00 2+00 3+00 4+00 5+00 5+50.1
REDUCE FROM 8" TO 4" ON EAST
SIDE OF CROSS FITTING.
8" CLASS 52 DI WATER MAIN
EXISTING FIRE PROTECTION
HYDRANT TO BE REPLACED
G G G G G G G G G G
G GGG G G G G
UG UG UG
UGUGUGUG UG UG UG UG UG UG UG UG UG UG UG UG
UG
UG
UG UG UG UG
8" WET TAP CONNECTION AND TAPPING
VALVE ON EXISTING 12" MAIN UGUGMULTIUSE PATH
PROPOSED50' R.O.W.SIGN:
NO PARKING
SIGN:
ACCESSIBLE PARKING
SIGN:
RESERVED EV PARKING
SIGN:
LEFT CURVE
PROPOSED FIRE
PROTECTION HYDRANT
SIGN:
NO PARKING
SIGN:
NO PARKING
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50
290
292
294
296
298
300
302
304
306
308
310
290
292
294
296
298
300
302
304
306
308
310
3.19%
2%
2%FINISH GRADE
EXISTING GRADE
APPROX. EDGE OF SPEAR
STREET PAVEMENT
APPROX.
LOCATION
EXISTING 12"
WATER MAIN
PROPOSED 8" TAPPING
SLEEVE & VALVE
6' (MIN.) COVERSEE TYPICAL TRENCH DETAILPROPOSED 8" CLASS 52 DI
WATER MAIN CENTERLINE INTERSECTIONPROPOSED PUBLIC ROADSTATION ±4+31.5PROPOSED 8"x8"x8"x8"
CROSS FITTING, 8" VALVE
ON SOUTH, WEST & NORTH SIDES
REDUCE TO 4" ON
EAST SIDE OF CROSS
AND INSTALL 4"
GATE VALVE
INSTALL 8" CLASS 52 DI STUB TO
SOUTHERN BOUNDARY (SEE PLAN)
CAP AND INSTALL THRUST BLOCK.
PROPOSED 4" CLASS 52 DI
WATER LINE
VC = 25'
PVI
4+44.3
ELEV. = 297.75
VC = 25'
PVI
1+97.4
ELEV. = 297.75
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
No. 9020
CIVILABIGAIL A .
D
E
RYSTA TE O F VER
M
O
NTPROF
E
SSIONAL
E N G INEERLICEN S E D
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
SPAN: 600-188-11469 PARCEL: 1640-00600
Plan and Profile
C6-01
03/31/2023
Shown
19-268
RMP
AAD
AAD
600 Spear
600 Spear Street
South Burlington, Vermont
PLAN
1" = 20'-0"A
B PROFILE
1" = 20' HORIZ & 1" = 2' VERT
Final Plat1 03/31/23 CMJ
Staff Comments2 05/18/23 CMJ
289290291292293295294295298296294289290291292293294295296296290289291292296WWWWWWWWWWWWWWWWWSSSSSSSSSSFMFMFMFMF
M
FMFMFMUGUGDD D D D D D D D D D DD
DDDDDDDDDDDWWDD DDSSSW W W W W W W W W W W W W WS
SSSSSSSSSSSSGGG G G G G G G
GGGGGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUGUG50+00 51+00 52+00 53+00 53+27.4
286
288
290
292
294
296
298
300
302
304
286
288
290
292
294
296
298
300
302
304
FINISH GRADE
EXISTING GRADE
SMH 6
RIM = 297.8
8" iIN (S) = 292.02
8" iIN (E) = 292.02
8" iOUT (N) = 291.92
SMH 5
RIM = 298.5
4" iIN (E) = 291.6
4" iIN (W) = 291.6
8" iIN (S) = 291.6
8" iOUT (N) = 291.5
SMH 4
RIM = 298.25
4" iIN (E) = 291.05
4" iIN (W) = 291.05
8" iIN (S) = 291.05
8" iOUT (N) = 290.95
8" PVC, S = 0.004 FT/FT
SMH 2
RIM = 297.25
8" iIN (N) = 290.76
8" iIN (S) = 290.76
8" iIN (E) = 290.76
8" iOUT (W TO P.S.) = 290.66
PROFILE NOTES:
1. SEWER MAIN TO BE INSTALLED ±6' EAST OF ROAD
CENTERLINE.
2. WATER MAIN TO BE INSTALLED ±20' EAST OF ROAD
CENTERLINE TO MAINTAIN 10' (MIN.) HORIZONTAL
SEPARATION. WATER SERVICE/SEWER CROSSINGS
ARE TO MAINTAIN 18" (MIN.) VERTICAL SEPARATION.
SEE WATER/SEWER CROSSING DETAIL.
3. STORM LINE TO BE INSTALLED ±4' WEST OF ROAD
CENTERLINE.
8" CLASS 52 DI WATER MAIN
(SEE PROFILE NOTES)
8"x8"x4" TEE WITH 8",
8", & 4" GATE VALVES
(4" (S) TO BLDS 2, 3 &4)
INSTALL 8" CLASS 52 DI STUB, CAP
AND INSTALL THRUST BLOCK.
(SEE SITE PLAN)
SEE WATER
MAIN PROFILE
SHEET C6-01
8" PVC, S = 0.004 FT/FT
8" PVC, S = 0.004 FT/FTWATER 18" BELOW
SEWER AT CROSSING6' (MIN.) COVERSEE TYPICAL TRENCH DETAIL18"MIN18"MINWATER 18"
BELOW SEWER
AT CROSSINGS18"MIN18"MINDMH
R=297.5
iIN=294.5
iOUT=294.5
DMH
R=299.2
iIN(E)=295.0
iIN(S)=293.9
iOUT=293.9
DMH
R=297.5
iIN(E)=288.8
iIN(S)=293.0
iOUT=288.8
50+00 50+50 51+00 51+50 52+00 52+50 53+00
280 280
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
No. 9020
CIVILABIGAIL A .
D
E
RYSTA TE O F VER
M
O
NTPROF
E
SSIONAL
E N G INEERLICEN S E D
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
SPAN: 600-188-11469 PARCEL: 1640-00600
Plan and Profile
C6-02
5/14/2021
Shown
19-268
RMP
AAD
AAD
600 Spear
600 Spear Street
South Burlington, Vermont
PLAN
1" = 20'-0"A
B PROFILE
1" = 20' HORIZ
1" = 2' VERT
Final Plat1 03/31/23 CMJ
Staff Comments2 05/18/23 CMJ
30430530130230330030230130430530
6
303300304305306
OH
OHOHOH 303303
303
302
301GGGGSSSSSS
SN/F
J. MUNSON &
C. BESSETTEINTERSTATE 89 SFM
FM
F
M
FMFMFMFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM
DIRECTIONAL DRILL SENDING PIT, OPEN
EXCAVATION FROM THE PUMP STATION
TO THIS POINT. DIRECTIONAL DRILL UNDER
INTERSTATE 89 TO THE LOCATION SHOWN
ON THE PLANS NAMED RECEIVING PIT.
DIRECTIONAL DRILL RECEIVING PIT.
FROM THIS POINT TO THE PROPOSED
MANHOLE, OPEN TRENCH CUT.SSSSN/F
STATE OF VERMONT
(I-89)
N/F
CHAMPLAIN
HOUSING TRUST, INC.OAKWOODDRIVEPROPOSED SEWER MANHOLE SMH1A
RIM = 302.6
4" FM iIN (W) = 297.5
8" iOUT (N) = 295.5
EXISTING SEWER MANHOLE
RIM = 303.0
8" iIN (NE) = 292.3
18" iIN (NE) = 291.5
8" iIN (NW) = 292.35
NEW 8" iIN (W) = 293.0
18" iOUT (S) = 291.45
PROPOSED SEWER MANHOLE SMH1B
RIM = 303.0
8" iIN (S) = 293.6
8" iOUT (E) = 293.5
100+00 100+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00 104+50105+00105+50105+75.2
EXISTING SHED
TREE LINE
FORCEMAIN
JUNCTION MANHOLE
10'MIN4" DR11 HDPE DIRECTIONALLY DRILLED FORCEMAIN (NO JOINTS IN FORCMAIN BETWEEN BORI
N
G
P
I
T
S
)8" SDR 35, S = 0.016 FT/FTCONTRACTOR TO LOCATE NEARBY
UNDERGROUND UTILITIES INCLUDING GAS
AND ENSURE UTILITIES ARE NOT DISTURBED
DURING SEWER LINE INSTALLATION
FORCEMAIN TO BE LOCATED
WITHIN 15' WIDE EASEMENT
100+00 100+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00 104+50 105+00 105+50 105+75290
300
310
290
300
310
EXISTING
GRADE
I-89 SOUTH BOUND I-89 NORTH BOUNDAPPROX. INTERSTATERIGHT OF WAYSMH 1ASTA.=104+50.7RIM=302.64" FM iIN=297.58" iOUT=295.5SMH 1B
STA.=105+65.2
RIM=303.0
8" iIN=293.6
8" iOUT=293.5APPROX. INTERSTATERIGHT OF WAYFENCEFENCE8" SDR 35 PVC
EXISTING
GRAVEL
SURFACE
4"Ø FORCEMAIN
4"Ø FORCEMAIN
DIRECTIONAL DRILLING
SENDING PIT
EX. SEWER MANHOLE
RIM=303.0
8" iIN (NE)=292.3
18" iIN (NE)=291.5
8" iIN (NW)=292.35
NEW 8" iIN (W)=293.0
18" iOUT (S)=291.45
EDGE OF OAKWOOD
DRIVE
EXISTING
PAVED
SURFACE
DIRECTIONAL DRILLING
RECEIVING PIT
FORCEMAIN
MAN HOLE
RIM = 331.0
4" iIN = 329.5
4" iOUT = 329.5
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
For Permitting Only
Revisions
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
E N G I N E E R I N G S U R V E Y
No. 9020
CIVILABIGAIL A.
D
E
RYSTATE O F VER
M
O
NT
PROF
E
SSIONAL
E N G INEERLICE N S E D
Field Book:
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
PLANNING ENVIRONMENTAL
SPAN: 600-188-11469 PARCEL: 1640-00600
Sewer Plan and
Profile
C6-03
03/31/2023
Shown
19-268
PJM
AAD
AAD
600 Spear
600 Spear Street
South Burlington, Vermont
0
Feet
Graphic Scale
20 40 60
15°±VT GridMagneticPART 1 GENERAL
1.1 DESCRIPTION OF WORK:
A.THE CONTRACTOR SHALL PROVIDE ALL INVESTIGATION, PLANNING,
GEOTECHNICAL WORK, EQUIPMENT, LABOR, ETC. NECESSARY TO PROPERLY
INSTALL THE PROPOSED DIRECTIONAL BORES AS INDICATED ON THE
CONSTRUCTION USING HORIZONTAL DIRECTIONAL DRILLING (DIRECTIONAL
BORING) TECHNOLOGY. PIPE MATERIALS SHALL MATCH THOSE INDICATED
ON THE PLANS.
1.2 SUBMITTALS:
B.PRESENTATION OF SIMILAR EXPERIENCE OVER THE LAST 3 YEARS.
C.WRITTEN PROCEDURE DESCRIBING IN DETAIL THE PROPOSED METHOD
INCLUDING, BUT NOT LIMITED TO:
C.1.SIZE, CAPACITY AND ARRANGEMENT OF EQUIPMENT.
C.2.LOCATION AND SIZE OF DRILLING AND RECEIVING PITS.
C.3.DEWATERING AND METHODS OF REMOVING SPOIL MATERIAL.
C.4.METHOD OF FUSION OF PIPE SEGMENTS AND TYPE OF EQUIPMENT.
C.5.TYPE OF CUTTING HEAD.
C.6.METHOD OF MONITORING AND CONTROLLING GRADE AND LINE.
C.7.BENTONITE DRILLING MUD PRODUCT INFORMATION, MATERIAL SAFETY
DATA SHEET, AND METHOD OF MIXING AND APPLICATION.
1.3 PROJECT CONDITIONS:
A.COMPLETE HDD SO AS TO NOT INTERFERE WITH, INTERRUPT, OR ENDANGER
SURFACE AND ACTIVITY THEREON.
B.COMPLY WITH ALL APPLICABLE ORDINANCES, CODES, STATUTES, RULES, AND
REGULATIONS.
C.DEPTHS OF ALL EXISTING UTILITIES MUST BE CONFIRMED BY THE CONTRACTOR
PRIOR TO THE CROSSING TO AVOID CONFLICTS.
PART 2 MATERIALS
2.1 MATERIALS:
A.PIPE
A.1.HDPE: DR11. THE MANUFACTURER'S RECOMMENDATIONS AND
PROCEDURES SHALL BE FOLLOWED REGARDING THE INSTALLATION OF
THEIR PIPE MATERIALS.
A.2.HDPE JOINTS: USE BUTT FUSION JOINING TECHNIQUE FOR JOINING PIPE
SEGMENTS INSTALLED BY HDD. MECHANICAL COUPLINGS AREA NOT
ALLOWED FOR JOINING OF DIRECTIONAL DRILLED PIPE.
A.3.MECHANICAL JOINT ANCHOR FITTINGS SHALL BE USED TO TRANSITION
FROM HDPE TO PVC.
B.DRILLING FLUID:
B.1.BENTONITE DRILLING MUD COMPATIBLE WITH THE ENVIRONMENT.
B.2.WASTE OIL OR ENVIRONMENTALLY NON-COMPATIBLE POLYMERS
CANNOT BE PART OF THE COMPOSITION.
PART 3 EXECUTION
3. PREPARATION:
A.EXCAVATE PITS FOLLOWING THE WORKING DRAWINGS TO THE DEPTHS
REQUIRED TO PERFORM OPERATION.
B.PROVIDE EQUIPMENT TO GUARD AGAINST ELECTROCUTION DURING HDD
OPERATION.
3.2 OPERATION AND INSTALLATION:
A.PROVIDE METHOD TO CONTROL LINE AND GRADE.
B.THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE ALL NECESSARY WATER
FOR THE INSTALLATION.
C.THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE A SLURRY
CONTAINMENT PIT AND SHALL REMOVE ALL EXCESS MATERIAL AND DISPOSE
OF APPROPRIATELY OFFSITE UPON COMPLETION. ALL EROSION AND
SEDIMENT CONTROL FACILITIES SHALL BE PROVIDED TO CONTAIN ANY
SOLIDS FROM MIGRATING BEYOND THE PROJECT LIMITS.
D.NO ADDITIONAL PAYMENTS WILL BE MADE TO THE CONTRACTOR IF ROCK IS
ENCOUNTERED OF IF SOIL CONDITIONS REQUIRE ADDITIONAL
CONSTRUCTION TIME AND OR EQUIPMENT.
E.PROPER CONNECTION TO THE PIPING AT EACH END SHALL BE DONE BY
STANDARD EXCAVATION.
F.THE PIPING SHALL BE INSTALLED AT MINIMUM DEPTHS INDICATED ON THE
PLANS AND SHALL DEVIATE NO MORE THAN SIX INCHES ALONG THE
VERTICAL AXIS AND 2 FEET ALONG THE HORIZONTAL ALIGNMENT.
PART 4 REPORTING
A.THE CONTRACTOR SHALL REPORT AND CONFIRM HORIZONTAL AND
VERTICAL LOCATION OF FORCEMAIN EVERY 50 FEET, CONFORMATION
SHALL NOTE THE FORCEMAIN IS CENTERED IN THE EASEMENT AND INSTALLED
TO THE PROPER DEPTH.
B.THE CONTRACTOR SHALL SUBMIT AS-BUILTS ON EXACT DEPTH AND LOCATION
UPON COMPLETION OF THE DRILLING.
DIRECTIONAL DRILLING NOTES:
PROPOSED FORCE MAIN/INTERSTATE CROSSING PROFILE
SCALE: 1" = 20' HORIZ
1" = 10' VERT
PROPOSED FORCE MAIN/INTERSTATE CROSSING PLAN
SCALE: 1" = 20'
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
E N G I N E E R I N G S U R V E Y
No. 9020
CIVILABIGAIL A.
D
E
RYSTATE O F VER
M
O
NT
PROF
E
SSIONAL
E N G INEERLICE N S E D
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
PLANNING ENVIRONMENTAL
1 08/08/18 JADPer Town Comments
Site Details
C8-101
03/31/2023
Shown
19-268
CMJ
AAD
AAD
600 Spear
600 Spear Street
South Burlington, Vermont
2 04/22/19Revision to Incorporate GMP's
Transformer JAD
3 04/26/19Removed Bollard Detail JAD
CONCRETE CURB AND SIDEWALK
NOTE:
ADDITIONAL MEASURES AT BUILDING ENTRANCE
POINTS MAY BE REQUIRED PER THE ARCHITECT,
OWNER, OR STRUCTURAL ENGINEER. THIS MAY
INCLUDE FOOTING FOR THE SIDEWALK, ADDITIONAL
GRAVEL, UNDERDRAIN, OR ADDITIONALLY REBAR.
FROST ACTION IS NOT ALWAYS EASILY PREDICTED
BUT THE INTENT IS TO MINIMIZE FROST ACTION IN
SENSITIVE AREAS SUCH AS HANDICAP RAMPS AND
DOOR ENTRANCE POINTS.
6" SAND BORROW AND CUSHION TO BE
USED IN POORLY DRAINED SOILS OR OVER
BEDROCK (VAOT 703.03) FOR BOTH
ROADWAY AND SIDEWALK
COMPACT ALL SUBBASE MATERIALS
TO 95% MAXIMUM DENSITY
(STANDARD PROCTOR)
MIRAFI 500X ROAD STABILIZATION FABRIC
GRAVEL FOR SUB-BASE
CRUSHER RUN GRAVEL OR PLANT MIX
SLOPE SUBBASE TO DRAIN
BITUMINOUS
PAVEMENT
CONCRETE
CURB
CONCRETE SIDEWALK (SEE SITE PLAN FOR WIDTH)
EXPANSION JOINT MATERIAL (TO BE PLACED
WHERE SIDEWALK ABUTS A STRUCTURE)
6"
7" REVEAL
1" R
18" MIN.5"18"30"
#4 REBAR 30" O.C.,
BOTH WAYS
8" MIN9"
1/4"/FT.
TRUDELL CONSULTING ENGINEERS LAST REVISED 03/11/2021 SD 030.3.3
1"=1'
COAT WITH
EMULSIFIED
ASPHALT 2"
12"
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 030.1.1
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 010.5.3LAST REVISED 03/02/2021TRUDELL CONSULTING ENGINEERS
PAVEMENT JOINT DETAIL WITH COLD PLANE
30"
1-1/2" TYPE III OVERLAY
1-1/2" TYPE III
3" TYPE II
6"
18"
EXISTING SURFACE
EXISTING PAVEMENT
MATCH EXISTING HIGHWAY BASE DEPTH
EXISTING BASE
(ASSUME 24" DEPTH)
(ASSUME 5" DEPTH)
COLD PLANESAW CUTFINE-GRADED CRUSHED GRAVEL
DENSE-GRADED CRUSHED STONE
COAT WITH EMULSIFIED ASPHALT
COMPACT BACKFILL SAME
MATERIAL AS REMOVED IN 6" LIFTS
TO 95% STANDARD PROCTOR
NEW PAVEMENT TYPE AND THICKNESS UNLESS
INDICATED OTHERWISE ON SITE PLAN
SD 020.1.6
1" = 1'
LAST REVISED 03/08/2021TRUDELL CONSULTING ENGINEERS
TYPICAL CURB DETAIL
SLOPE
BITUMINOUS PAVEMENT
SEE SECTION DETAIL
CONCRETE CURB CLASS B CONCRETE
GRAVEL BASE
CRUSHED GRAVEL
MIRAFI 500X FILTER FABRIC
6"
R1"
18"
6" TOPSOIL
12" CRUSHED GRAVEL
7" REVEAL
SAND BORROW
2"
12"
9"
PRIOR TO PAVING, COAT CONTACT
AREA WITH EMULSIFIED ASPHALT
NOTES:
1.CURBING SHALL BE
CONSTRUCTED IN 10' SECTIONS
WITH 1/8" JOINT BETWEEN
SECTIONS.
2.CURBING EXPANSION JOINTS
SHALL BE INSTALLED EVERY 20'
(1/2" SPONGE RUBBER OR CORK).
3.ALL CONCRETE SHALL BE AIR
ENTRANCED NOT LESS THAN 5%
OR MORE THAN 7%).
4.SLIP FORMING SHALL NOT BE
USED IN CURB CONSTRUCTION.
SD 020.1.2
0.02
PAVEMENT
SURFACE
1" R
LAST REVISED 03/11/2021
CAST-IN-PLACE MOUNTABLE CONCRETE CURB
1/4" R
1 1/2" R
NOTES:
1.SEE SITE PLAN FOR LOCATION.
2.SEE TYPICAL CURB DETAIL FOR
BACKFILL REQUIREMENTS.
3.CLASS B CONCRETE CURB.
SD 010.3.1LAST REVISED 03/04/2021TRUDELL 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 OR MORE SUBBASE MATERIALS. SLOPE SUBBASE TO UNDERDRAIN LOW POINTS.
SECTION
WEARING COURSE (TYPE III) (VAOT 406)
IF DELAYED, DISCUSS WITH ENGINEER
ADDITIONAL MEASURES TO INCLUDE
SWEEPING ROADWAY AND EMULSIFIED
ASPHALT
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 090.1.2
3/4" = 1'-0"
LAST REVISED 03/10/2021TRUDELL CONSULTING ENGINEERS
PAVEMENT CUT TRENCH6' MIN. COVER6"D+2'
CL
SAW CUT EXISTING PAVEMENT
KEEP CUT AS NARROW AS PRACTICAL
EXISTING BITUMINOUS PAVEMENT
1 1/2" MINIMUM BITUMINOUS TOP COURSE,
TYPE III OR IV, 2" MINIMUM BITUMINOUS BASE
COURSE, TYPE II, INCREASE AS NEEDED TO
MATCH EXISTING, UNLESS INDICATED
OTHERWISE
CRUSHED
GRAVEL
GRAVEL
BASE
SAND
CUSHION
COMPACT BACKFILL
SAME MATERIAL AS REMOVED
IN 6" LIFTS TO 95% STANDARD
PROCTOR
SEE SITE PLAN FOR PIPE SIZE
AND MATERIALD
MATCH EXISTING
ROAD SECTION
UNLESS INDICATED
OTHERWISE
COAT WITH
EMULSIFIED
ASPHALT,
(TYPICAL)
NOTES:
1.IF PAVEMENT CUT IS WITHIN 4' OF EDGE,
REMOVE TO EDGE AND RE-PAVE.
2.IF NECESSARY THE SHOULDER SHALL BE
REPLACED TO EQUAL OR BETTER
CONDITION THAN PRE-CONSTRUCTION.
3.ALL EXISTING PAVEMENT MARKINGS
SHALL BE RE-PAINTED AS NEEDED.
W11-2
TAPCO
RRFB-XL
OR EQUIVALENT
R10-25
PUSH BUTTON TO
TURN ON WARNING LIGHTS
W16-7P
TRUDELL CONSULTING ENGINEERS
PEDESTRIAN CROSSING WITH RRFB
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
No. 9020
CIVILABIGAIL A .
D
E
RYSTA TE O F VER
M
O
NTPROF
E
SSIONAL
E N G INEERLICEN S E D
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
1 05/18/23 LETStaff Comments
Site Details
C8-102
03/31/2023
Shown
19-268
CMJ
AAD
AAD
600 Spear
600 Spear Street
South Burlington, Vermont
PAVEMENT MARKINGS
1.1 QUALITY ASSURANCE
Regulatory Requirements: Comply with materials, workmanship, and
other applicable requirements of state DOT or local municipality for
pavement-marking work.
1.2 FIELD CONDITIONS
Environmental Limitations: Proceed with pavement marking only on
clean, dry surfaces and at a minimum ambient or surface temperature
of 40 deg F for alkyd materials, 55 deg F for water-based materials, and
not exceeding 95 deg F.
1.3 PAVEMENT-MARKING PAINT
A.Pavement-Marking Paint: Alkyd-resin type, lead and chromate free,
ready mixed, complying with AASHTO M 248; colors complying with
FS TT-P-1952.
Color: As indicated.
B.All pavement marking within VTrans and Town right-of-way shall be in
accordance with VTrans specifications.
1.4 PAVEMENT MARKING
Apply temporary pavement marking before traffic is allowed on any
newly paved area or as site conditions dictate. Allow final wearing
surface to age for a minimum of 30 days before applying final
permanent pavement marking.
1.5 PROTECTING AND CLEANING
A.Protect pavement markings from damage and wear during remainder
of construction period.
B.Clean spillage and soiling from adjacent construction using cleaning
agents and procedures recommended by manufacturer of affected
construction.
NON STDLAST REVISED 03/14/20182018 TRUDELL CONSULTING ENGINEERS
PAVEMENT MARKINGS
SD 070.1.2LAST REVISED 03/10/2021TRUDELL CONSULTING ENGINEERS
TRASH DUMPSTER ENCLOSURE
10'0"
8'0" OPENING
1"=4'0"
1"=4'0"
FRONT ELEVATION 5.5"1"=1'0"
SIDING DETAIL
1"=4'0"
TYPICAL ELEVATION
PLAN 3.5" 1"=4'0"
SECTION 18"STRAP HINGE
BOLT THROUGH
FRAME
GATES 1/2" MDO BOARD 1'X4" TRIM
LATCH 8" CONCRETE SLAB
CLASS A CONCRETE
WITH BROOM FINISH
SILL
1"X8" PINE CAP
1"X6" #2 PINE SIDING
STAIN TO MATCH
BUILDING
2"X4" FRAME
#4 REBARS 12" O.C.,
BOTH WAYS
18" CRUSHED STONE
WITH 140N
GEOTEXTILE FABRIC
AROUND STONE
UNDISTURBED SOIL
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 050.2.3LAST REVISED 04/22/2021TRUDELL CONSULTING ENGINEERS
BIKE RACK
2X 0.25" X 12.75"
ANCHOR RODS
6" PORTLAND CEMENT PAD
CLASS "B" CONCRETE
NOTES:
1.BIKE RACKS SHALL BE INSTALLED PER THE ASSOCIATION OF PEDESTRIAN & BICYCLE (APBP) PARKING GUIDES
2.EMBEDMENT MOUNTED. INSTALL PER MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS
3.VERIFY QUANTITY AND PLACEMENT WITH OWNER OR OWNERS REPRESENTATIVE PRIOR TO ORDER,
PURCHASE OR INSTALLATION.
PRODUCT INFORMATION:
MODEL: RING BIKE RACK OR APPROVED EQUAL
MANUFACTURER: LANDSCAPE FORMS
COLOR / FINISH: STAINLESS STEEL
MOUNT: EMBEDDED / IN GROUND
CONTACT INFO
NADENE WORTH
WEBSITE: LANDSCAPEFORMS.COM
PHONE: 800-430-6206 x 1325
EMAIL: NADENEW@LANDSCAPEFORMS.COM
6" EMBEDDED
4"
2'-3"
4"
Ø2'-1"
GRADE
Ø1 1/2"[38] TUBING
MS-050.1.1LAST REVISED 02/10/2021TRUDELL CONSULTING ENGINEERS
TYPICAL CROSSWALK MARKING
SPACING NOT TO EXCEED TWICE STRIPING WIDTH
WIDTH OF ROAD6'-8'
REFLECTIVE WHITE STRIPING
PER MUTCD
SPACE STRIPING TO AVOID WHEEL PATH
18" - 24"
MS-020.1.1
1"=1'
LAST REVISED 02/10/2021TRUDELL CONSULTING ENGINEERS
TYPICAL STOP BAR & STOP SIGN PLACEMENT
EDGE OF SHOULDER
''STOP'' SIGNSTOP
EDGE OF TRAVELLED WAY
4'' WHITE LINE
REFLECTORIZED STOP BAR
* 4' MIN.
30' MAX.
*8'4'24"50' MAX.6' MIN.6' MINIMUM
12' MAXIMUM
DOUBLE 4''
YELLOW CENTERLINE
THE ''DESIRED STOPPING POINT'' IS THE LOCATION BASED ON SITE CONDITIONS
THAT BEST ALLOWS THE STOPPED VEHICLE TO VIEW THE APPROACHING TRAFFIC.
FOR ONE WAY ROADS "STOP" TO BE CENTERED IN ROAD WIDTH AND STOP BAR TO
BE ACROSS FULL WIDTH OF ROAD
ARROWS AND WORD MARKINGS THAT CONFORM TO THE DIMENSIONS SHOWN ON
THIS SHEET OR AS DETAILED IN VTRANS STANDARD E-193 FOR HIGHWAY SIGNS AND
PAVEMENT MARKING AND THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES"
(CURRENT EDITION) PREPARED BY THE FEDERAL HIGHWAY ADMINISTRATION.
SD 090.1.1
1"=1'
LAST REVISED 03/03/2021TRUDELL CONSULTING ENGINEERS
TYPICAL UTILITY TRENCH
MOUND SLIGHTLY TO ALLOW
FOR SETTLEMENT. PROVIDE 6"
TOPSOIL, SEED & MULCH
4" PVC CONDUIT SCH 40 FOR
POWER SERVICE OR PER UTILITY
COMPANY REQUIREMENTS
APPROVED BACKFILL
WITH NO STONES
LARGER THAN 8"
MARKING TAPE
(SUPPLIED BY UTILITY COMPANY)
12"
24" TRENCHES6"16" SANDBACKFILL36" MIN. COVERVERIFY WITHUTILITY COMPANYNOTE:
OWNER/CONTRACTOR TO COORDINATE ALL UTILITY WORK
WITH RESPECTIVE UTILITY COMPANY. INSTALLATION SHALL BE
IN ACCORDANCE WITH UTILITY COMPANY REQUIREMENTS.
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 020.2.2LAST REVISED 03/02/2021TRUDELL CONSULTING ENGINEERS
HANDICAP CURB RAMP - PUBLIC R-O-W
7" REVEAL
7" REVEAL
ACCESSIBLE
ROUTE
DROP CURB FLUSH WITH ROADWAY
4' WIDE MIN.
2' WIDE WARNING TEXTURE,
CONTRASTING COLOR
7" REVEAL
7" REVEAL
ACCESSIBLE
ROUTE
4' WIDE MIN.
1:20 MA
X
.
S
L
O
P
E
1:20 MAX. SLOPE
FLARED SIDE 1:10 MAX.
SLOPE (NOT A COMPONENT
OF THE ACCESSIBLE ROUTE)
ROUTE PERPENDICULAR TO STREET ROUTE PARALLEL TO STREET
2% MAX. SLO
P
E
B
O
T
H
WAYS
1:20 PREFERRED SLOPE (1:12 MAX.
FOR A MAX. RISE OF 6"
WITHOUT HANDRAILS)
COUNTER SLOPE 1:20 MAX.
DROP CURB FLUSH WITH ROADWAY
2' WIDE WARNING TEXTURE,
CONTRASTING COLOR 1:20 PREFERRED SLOPE (1:12 MAX.
FOR A MAX. RISE OF 6" WITHOUT
HANDRAILS)
COUNTER SLOPE 1:20 MAX.
5'x5' MIN.
SL
O
P
E
SL
O
P
E
SD 020.2.1TRUDELL CONSULTING ENGINEERS
HANDICAP CURB RAMP - PARKING AREA
NOTE FOR DESIGNER: THESE DETAILS ARE GENERIC AND FOR NEW CONSTRUCTION. SEE REGULATIONS FOR EXEMPTIONS DUE
TO EXISTING CONDITIONS AND FOR UNIQUE SITUATIONS. SEE AOT DETAILS C3A AND C3B FOR ADDITIONAL
CONFIGURATIONS WITHIN A PUBLIC R.O.W.. PLEASE NOTE THE 6" RISE LIMITATIONS WHEN USING A 1:12 SLOPE WHICH AOT
NEGLECTS TO CALL OUT.
7" REVEAL
7" REVEAL
ACCESSIBLE
ROUTE
3' MIN.
5' PREFERRED
7" REVEAL
7" REVEAL
ACCESSIBLE
ROUTE
2% MAX. SLO
P
E
B
O
T
H
W
A
Y
S
3' MIN.
5' PREFERRED
5' WIDE ACCE
S
S
I
B
L
E
A
I
S
L
E
2
%
M
A
X
SL
O
P
E
2% MAX
SLOPE
5' WIDE ACCES
S
I
B
L
E
A
I
S
L
E
2%
M
A
X
SL
O
P
E
2% MAX
SLOPE
5'x5' MIN.
MIN. 4'
UNOBSTRUCTED
WIDTH
ROUTE PERPENDICULAR TO PARKING AREA ROUTE PARALLEL TO PARKING AREA
DROP CURB WITH A MAX. 1/4"
VERTICAL OR 1/2" BEVELED LIP
WITH A 1:2 SLOPE
DROP CURB WITH A MAX. 1/4"
VERTICAL OR 1/2" BEVELED LIP
WITH A 1:2 SLOPE
1:20 PREFERRED SLOPE (1:12 MAX.
SLOPE FOR A MAX. RISE OF 6"
WITHOUT HANDRAILS)
NORMAL SPACE - 8' WIDE*
VAN SPACE - 11' WIDE
LOCATE ACCESS AISLE (PREFERABLY) ON
PASSENGER SIDE OF VAN SPACE
HANDICAP SIGN
HANDICAP SIGN
*WILLISTON REQUIRES 9' WIDE SPACES
ACCESSIBLE PARKING SPACE
NORMAL SPACE - 8' WIDE*
VAN SPACE - 11' WIDE
LOCATE ACCESS AISLE (PREFERABLY) ON
PASSENGER SIDE OF VAN SPACE
1:20 PREFERRED SLOPE (1:12 MAX.
SLOPE FOR A MAX. RISE OF 6"
WITHOUT HANDRAILS)
WARNING TEXTURE
(SEE DETAIL)WARNING TEXTURE
(SEE DETAIL)
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
E N G I N E E R I N G S U R V E Y
No. 9020
CIVILABIGAIL A.
D
E
RYSTATE O F VER
M
O
NT
PROF
E
SSIONAL
E N G INEERLICE N S E D
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
PLANNING ENVIRONMENTAL
1 09/09/20 CMJRevisions for Structure Testing
Note
Sanitary Details
C8-201
03/31/2023
Shown
19-268
CMJ
AAD
AAD
600 Spear
600 Spear Street
South Burlington, Vermont
2 12/21/20 CMJDrop Manhole Detail Revision
S-060.1.2
1/2" = 1'
LAST REVISED 12/24/2020TRUDELL CONSULTING ENGINEERS
SEWER CONNECTION TO EXISTING MANHOLE
LC
5"
SET CORE AND GASKET
SEAL TO PLACE PIPE
INVERT AT TABLE LEVEL
48" DIA.
NEW SEWER MAIN
POSITIVE SEAL GASKET SYSTEM
WITH POWER SLEEVE EXPANSION.
ENGINEER TO OBSERVE CONNECTION.
EXISTING SEWER MAIN
GASKETED 22°
ELBOW
DIRECTION OF FLOWPLAN VIEW
NOTE:
SEE SITE PLAN FOR CORE
LOCATION, PIPE SIZE AND INVERT.
REFORM OR RE-BUILD INVERTS AS
NEEDED
TAKE MEASURES TO ENSURE
MANHOLE AND CONNECTIONS
ARE WATER TIGHT
GRAVEL BACKFILL AROUND
STRUCTURE COMPACTED IN
6" LIFTS TO 95% DENSITY
STANDARD PROCTOR,
UNLESS INDICATED
OTHERWISE
TYPICAL SEWER TRENCH
D + 24"
FOR GRASSED
AREAS
FOR GRAVEL or
PAVED SURFACES
SEED AND MULCH,
OVERFILL FOR SETTLEMENT
INSTALL TRENCH DAM IN TRENCH TO
PREVENT GROUNDWATER MOVEMENT
IN THE PIPE BEDDING. 100' SPACING
MAXIMUM.
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. 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"D6"12"SEE ROADWAY SECTIONSDEPTH VARIES - 4' MINIMUM COVER IN GRASSED AREAS5' MINIMUM COVER IN PAVED AREASDETECTABLE METALLIC WARNING TAPE LABELED "SEWER"
INSULATION SHALL BE FULL WIDTH
OF TRENCH
TRUDELL CONSULTING ENGINEERS LAST REVISED 12/24/2020 S-010.1.1
3/4" = 1'-0"TYPICAL SEWER MANHOLE (PROFILE)
WITH 30" DIA. COVER 32" MIN.56" MAX.VARIES30"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
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
ADJUSTMENTS TO MATCH LOCAL
REGULATIONS.
5.PRIOR TO BACKFILL TEST MANHOLE FOR
WATER TIGHTNESS IN ACCORDANCE
WITH TESTING REQUIREMENTS. SEE DETAIL.
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 12/24/2020
1/2" = 1'-0"
S-060.1.1
CL
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
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
4.24.8
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
S-005
1"=1'-0"
LAST REVISED 3/5/2013TRUDELL CONSULTING ENGINEERS
MANHOLE CHANNEL GEOMETRYFLOW DIRECTIONFLOW
90° MAX
PLAN VIEW
PRECAST CONCRETE
MANHOLE
2'-0" RADIUS,
MINIMUM
3/4" = 1'-0"
LAST REVISED 07/21/2021TRUDELL CONSULTING ENGINEERS
TYPICAL FORCE MAIN TRENCH
4" TOPSOIL (LOAM) SEED AND MULCH,
AND OVERFILL FOR SETTLEMENT
GRADE AT 2:1 SLOPE WHEN DEPTH EXCEEDS 5'
D + 24"
FOR GRASSED
AREAS
FOR PAVED
SURFACES
NOTES:
1.INSTALL TRENCH DAM IN TRENCH TO PREVENT GROUNDWATER
MOVEMENT IN THE PIPE BEDDING. 100' SPACING MAXIMUM.
2.INSTALL FORCE MAIN AT A CONSTANT GRADE (NO HIGH POINTS OR
LOW POINTS). UNLESS PROFILE INDICATES DIFFERENTLY.
3.INSTALL TO STRICTEST INTERPRETATION OF REQUIREMENTS.
OPTIONAL: 4"x4"x48" PRESSURE TREATED POST OR EQUIVALENT
PLASTIC MARKER EVERY 300' AND AT ALL BENDS & VALVES
(GRASSED AREAS) PAINTED GREEN
6"DSEE ROADWAY SECTIONSDEPTH VARIES - 5' MINIMUM COVER IN GRASSED AREAS6' MINIMUM COVER IN PAVED AREAS24"
℄
INSULATION SHALL BE FULL
WIDTH OF TRENCH
EXTEND #12 GAUGE YELLOW
TRACER WIRE AND WRAP
AROUND NAIL ON POST 12"
ABOVE GRADE
S-010.2.16"BACKFILL FREE OF ORGANIC OR FROZEN MATERIAL. COMPACTED TO
95% DENSITY STANDARD PROCTOR UNDER ROADS OR PAVED SURFACES,
AND 90% DENSITY ELSEWHERE
INITIAL 12" OF SELECT BACKFILL FREE OF ORGANIC OR FROZEN MATERIAL
COMPACTED TO 95% DENSITY STANDARD PROCTOR
SDR 21 FORCE MAIN SEE SITE PLAN FOR SIZE & TYPE. INSTALL TO
MANUFACTURER'S REQUIREMENTS.
SAND BED OR 1-1/2" CRUSHED STONE
WHERE MINIMUM COVER CANNOT BE MAINTAINED COVER SEWER
FORCEMAIN WITH 2" RIGID INSULATION AS SHOWN IN DETAIL. FOR ALL
BURY DEPTHS, PLACE INSULATION AT ALL ROAD, DRIVE AND SIDEWALK
CROSSINGS. EXTEND INSULATION 10' BEYOND CROSSINGS IN BOTH
DIRECTIONS. INSTALL INSULATION AS SHOWN (DOUBLE LAYER ON TOP &
SIDES, ONE LAYER ON BOTTOM).
CONTINUOUS #12 GAUGE YELLOW TRACER WIRE WITH UV
RESISTANT PE JACKET SUITABLE FOR DIRECT BURIAL TAPED TO TOP
OF FORCEMAIN AT 6' INTERVALS.
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
E N G I N E E R I N G S U R V E Y
No. 9020
CIVILABIGAIL A.
D
E
RYSTATE O F VER
M
O
NT
PROF
E
SSIONAL
E N G INEERLICE N S E D
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
PLANNING ENVIRONMENTAL
Sanitary Details
C8-202
03/31/2023
As Shown
19-268
CMJ
AAD
AAD
600 Spear
600 Spear Street
South Burlington, Vermont
S-027
1"=1'
LAST REVISED 02/28/2020TRUDELL CONSULTING ENGINEERS
TYPICAL SEWER CLEANOUTSEWER
COVER WITH LIFT HOLE
GENERAL FOUNDRY MODEL
11181 OR EQUAL
(PLAN VIEW)
CAST IRON CLEANOUT RING AND
COVER
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
S 000.5.2LAST REVISED 03/08/2021TRUDELL 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
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
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.
S 000.2.1LAST REVISED 12/28/2020TRUDELL CONSULTING ENGINEERS
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 ADDITIONAL 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 PRECEDING 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.
ELEV. = 281.0
ELEV. = 282.0
EXISTING
SOIL
NOTE: HORIZONTAL AND/OR RADIAL
POSITIONING OF INLETS IS SHOWN FOR
ILLUSTRATIVE PURPOSES ONLY. REFER
TO PLAN VIEW FOR ACTUAL
LOCATIONS.
2" PER FOOT
CONTROL PANEL
DUPLEX PUMP
TO POWER SOURCE
12"
BACKFILL
LC
i = 291.5
IMPORTANT NOTES: OWNER SHOULD REVIEW LOCATION AND DISCUSS WITH
THE PROJECT ENGINEER IF THE OWNER HAS CONCERN OVER LOCATION AND
SEPTIC ODOR ISSUES. IT MAY BE NECESSARY TO EXTEND VENT PIPE ABOVE
PEAK OF ROOF TO HELP REDUCE ODOR CONCERNS WHEN STATIONS ARE
CLOSE TO THE BUILDINGS. THE ACTIVATED CARBON MESH SOCK WILL NEED
TO BE REPLACED ONCE STRONG ODORS ARE FOUND COMING FROM THE
CONTROL DEVICE.
ALUMINUM DIAMOND PLATE 24"x24" MONHOLE
ACCESS HATCH WITH LOCKING FLUSH TOP AND
RECESSED HANDLE NOT SHOWN FOR CLARITY, REFER
TO PLAN VIEW
TO OPENSECURE WITH 3/8"
STAINLESS STEEL
ANCHOR BOLTS
NOTES:
1.ALL FASTENERS & ANCHOR
BOLTS SHALL BE STAINLESS
STEEL
2.ADJUST PUMP OFF FLOAT
SETTING TO ALLOW FOR
FLOODED PUMP SUCTION AT
ALL TIMES
BACKFILL AROUND WET WELL AND
VALVE PIT WITH GRAVEL COMPACTED
TO 95% STANDARD PROCTOR DENSITY
IN 2'-0" LIFTS. BACKFILL UNIFORMLY
AROUND STRUCTURES.
3" SCH. 40 PVC CONDUIT
INSTALL DUCT SEAL IN TOP OF OPEN CONDUIT
TO SEAL FOR ODORS
TOP GUIDE BRACKET
4" DISCHARGE
PIPE PVC SCH 80
OFF FLOATON FLOATALARM ONLAGVARIESSTAINLESS STEEL FLOAT BRACKET
2" SCH 80 PVC DRAIN BACK
2" PVC FLAPPER CHECK VALVE
4" DUCTILE IRON
CHECK VALVE
ELEV. = 290.17
ELEV. = 289.5
NOTE:
THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE
WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE
ENGINEER. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING
UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY
AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO
EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO CONTACT "DIG SAFE" TO LOCATE ANY UNDERGROUND
UTILITIES BEFORE EXCAVATION BEGINS. THE CONTRACTOR IS TO NOTIFY THE ENGINEER
IMMEDIATELY OF ANY DISCREPANCY BETWEEN UTILITIES AS SHOWN AND AS FOUND.
ELEV. = 297.5
BASE OF STRUCTURE IS KEYED TO
PREVENT FLOATATION
3/4" STONE
BEDDING
CONSTRUCTION NOTES
1.PRIOR TO CONSTRUCTION OF THE PUMP STATION AND VALVE PIT, MEET WITH THE ENGINEER
TO DISCUSS THE PLANS.
2.CONTACT DIGSAFE (1-800-344-7233) AND THE OWNER PRIOR TO ANY EXCAVATION
ACTIVITIES.
3.SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR ALL MATERIALS AND EQUIPMENT, PRIOR
TO ORDERING.
4.THE CONTRACTOR / SUPPLIER SHALL COORDINATE WITH POWER COMPANY ON
ELECTRICAL REQUIREMENTS PRIOR TO ORDERING.
5.THE CONTRACTOR SHALL COMPLY WITH THE LATEST RULES OF THE VERMONT
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (VOSHA).
6.CONSTRUCTION INSTALLATION OF THE PUMP STATION AND RELATED ACTIVITIES SHALL BE
OBSERVED BY THE ENGINEER. THE MEANS, METHODS AND SAFETY OF THE INSTALLATION
ARE THE RESPONSIBILITY OF THE CONTRACTOR.
7.THE PUMP STATION SHALL BE LEAKAGE TESTED PRIOR TO BACKFILLING. SEE LEAKAGE
TESTING DETAIL.
8.AFTER INSTALLATION OF ALL PUMPING EQUIPMENT, APPURTENANCES AND ELECTRICAL
CONTROLS THE CONTRACTOR, MANUFACTURER, ENGINEER AND OWNER SHALL MEET FOR
START-UP AND TESTING OF THE PUMP STATION. EACH PUMP WILL BE OPERATIONALLY
TESTED ALONG WITH ALL CONTROLS.
9.THE MANUFACTURER WILL RECORD THE PUMPING RATES OF EACH PUMP TO VERIFY
COMPLIANCE WITH OPERATING REQUIREMENTS.
10.THE MANUFACTURER SHALL PROVIDE ASSISTANCE TO THE OWNER FOR INSTALLATION,
START-UP, AND ADVISING OPERATING PERSONNEL IN THE OPERATION AND MAINTENANCE
OF THE EQUIPMENT. THE MANUFACTURER SHALL SUPPLY FIVE OPERATION AND
MAINTENANCE MANUALS AFTER APPROVAL OF THE SHOP DRAWINGS. THE
MANUFACTURER SHALL PROVIDE WRITTEN CERTIFICATION THAT THE EQUIPMENT WAS
INSTALLED AND IS OPERATING CORRECTLY.
11.A ONE YEAR GUARANTEE SHALL BE PROVIDED ON ALL EQUIPMENT. THE GUARANTEE WILL
COVER THE REPAIR OR REPLACEMENT OF A FAULTY CONDITION CAUSED BY NORMAL
OPERATION OF THE EQUIPMENT. THE ONE YEAR GUARANTEE BEGINS UPON THE ENGINEER'S
ACCEPTANCE OF THE WRITTEN CERTIFICATION. IN THE EVENT OF FAULTY EQUIPMENT, THE
ONE YEAR GUARANTEE PERIOD IS EXTENDED ONE YEAR BEYOND THE DATES OF ANY
REPAIR THAT OCCURS DURING THE GUARANTEE PERIOD.
ELEV. = 297.5
5' MIN.
BUTYL RUBBER ROPE ALL
JOINTS WATERTIGHT. COAT
ENTIRE OUTSIDE OF PUMP
STATION AND VALVE PIT WITH
ASPHALTIC SEALANT (TYP).
COPOLYMER POLYPROPYLENE
LADDER RUNGS, 12" O.C. SEE
SHEET C8-204 FOR LADDER
LOCATION
HEAVY DUTY FRAME & LID
NOTE: IF EXCAVATION OF WETWELL
UNDERMINES VALVE PIT SUBGRADE USE
COMPACTED GRAVEL BACKFILL AS NEEDED TO
STABILIZE SUBBASE
FINISHED GRADE IN
GRASSED AREAS
4"x4" BASE ELBOW BREAK
AWAY FITTING
5/8" STAINLESS STEEL ANCHORS
TOP OF TANK
18 1/2"
6 1/2"
9"
24" MIN.
6. STAINLESS STEEL FLOAT BRACKET.
EQUIPMENT SPECIFICATIONS SUMMARY
1. PRECAST CONCRETE PUMP STATION (8' DIA), VALVE PIT (5' DIA.)
3. SLIDE RAIL SYSTEM - BASE, ELBOW
IRON SLIDE RAIL, DISCONNECT AND UPPER RAIL SUPPORT BRACKET OR ENGINEER APPROVED EQUAL.
4. NEMA 3R (OUTDOOR) DUPLEX CONTROL PANEL FOR OPERATION OF ABOVE
PUMPS. THE UNIT WILL BE COMPLETE WITH MISSION CONTROL SCADA, EMERGENCY POWER CONNECTOR COMPATIBLE WITH
TOWN GENERATOR, TRANSFER SWITCH, CIRCUIT BREAKERS, MAGNETIC CONTACTORS, OVERLOADS, H-O-A SWITCHES, SEAL
FAILURE SENSOR LIGHT, ELAPSED TIME METERS, ALTERNATOR WITH SELECTOR SWITCH, LIGHTNING ARRESTOR, AND RUN LIGHTS FOR
EACH PUMP. ONE CIRCUIT BREAKER PER PUMP, ONE CIRCUIT BREAKER FOR CONTROL, ONE CIRCUIT BREAKER FOR ALARM AND
MAIN POWER DISCONNECT CIRCUIT BREAKER. PROVIDE FLASHING RED LIGHT AND AUDIBLE ALARM.
2. PUMPS: MYERS MS4SD, 3HP, 208-230/460 V, 3PH, 1750, 4" DISCHARGE TO PROVIDE 105 GPM @ 29.5' TDH, 6.06" IMPELLER,
TANDEM MECHANICAL SEAL, N/O SEAL FAILURE, N/C THERMAL OL, OR ENGINEER APPROVED EQUIVALENT.
5. PRESSURE TRANSDUCER LEVEL CONTROL SYSTEM WITH FOUR MECHANICAL LIQUID LEVEL CONTROL FLOATS FOR BACK UP,
NORMALLY OPEN, 30' CORDS, SJE RHOMBUS 1006053 OR APPROVED EQUIVALENT.
7.SCHEDULE 80 PVC PIPING AND FITTINGS MAY BE APPROVED FOR USE IN THE VALVE PIT UPON ENGINEER'S
APPROVAL ONLY AFTER SHOP DRAWINGS HAVE BEEN SUBMITTED BY THE CONTRACTOR TO THE ENGINEER AND
ARE FOUND TO BE ACCEPTABLE.
PUMP. SEE EQUIPMENT SPEC.
SUMMARY FOR DETAILS.
GROUNDING ROD
CONTACT ENGINEER IF LEDGE, SOFT SOIL MATERIAL OR
EXCESSIVE GROUNDWATER IS ENCOUNTERED.
ADDITIONAL COMPACTED GRAVEL MAY BE REQUIRED
DEPENDING ON CONDITIONS.
LEVEL TRANSDUCER/TRANSMITTER. US FILTER
CONTROL SYSTEM A1000i. REFER TO SPECIFICATION
FOR ADDITIONAL INFORMATION.
CONCRETE FILLET. SHAPE FILLET TO
COLLECT RAW SEWAGE UNDER INLET
PIPES. PROVIDE CLEAR AREA AWAY FROM
FLOW STREAM FOR CONTROLS.
4" RUBBER BOOT
48"x30"x1/4" ALUMINUM DIAMOND PLATE ACCESS HATCH
STAINLESS STEEL LIFTING CHAIN
STAINLESS STEEL HOOK FOR CHAIN
OR SHACKLE TO TOP LADDER RUNG
STRAIN RELIEF CORD CONNECTORS
ODOR CONTROL DEVICE
CONDUIT SUPPORTS, TYPICAL
FROST SLEEVE
MAIN DISCONNECT AND
METER SOCKET
1/2" SCH 40 PVC WITH #8
GROUND WIRE TO GROUND
ROD
1 1/2" SCH 40 PVC
1/2"x3" ANCHOR BOLTS
4" DRESSER STYLE
COUPLING
PROVIDE 2" DOW STYROFOAM
INSULATION OVER FORCE MAIN
ADAPT TO PVC FORCE
MAIN NOTE: PROVIDE
INSULATION UNTIL 5' OF
COVER IS ACHIEVED.
3/4" STONE
BEDDING
EXISTING SOIL
FLANGE PIPE
SUPPORTS
(2 REQUIRED)
VALVE PIT SECTION
3/4" = 1'
PUMP STATION PROFILE
3/4" = 1'
ODOR CONTROL DEVICE CF-6
NTS
RUBBER BOOT CAST IN PLACE
2 STAINLESS STEEL CLAMPS
INLET/OUTLET PIPE
GROUT HOLE AROUND PIPE
6" VENT
OSI CARBON FILTER AS MANUFACTURED
BY ORENCO SYSTEMS, INC.
RUBBER BOOT DETAIL
NTS
VARIES
5'-0"TOP OF PUMP STATION
STRUT LEG PLATE
STRUT
BRACKETS FOR
METER SOCKET
STRUT
CONTROL PANEL MOUNTING PEDESTAL
FRONT VIEW
NTS
RUBBER SEAL DETAIL
NTS
1" BUTYL RUBBER SEAL, TYP. ALL
JOINTS TO BE WATERTIGHT
STAINLESS STEEL CHAIN NO
SUBSTITUTIONS
1'-1"
8"
2'-6"
PRIME ALL SUPPORTS AND PAINT
ALL EQUIPMENT & SUPPORTS WITH 2
COATS OF DARK GREEN EXTERIOR
GLOSS ENAMEL.
NOTE: CONTRACTOR TO VERIFY
ELECTRICAL CONTROL PANEL AND
MAIN DISCONNECT DIMENSIONS
BEFORE FABRICATING PEDESTAL. ALL
WELDS AND METAL PARTS TO BE
BRUSHED, PRIMED, AND PAINTED
DARK GREEN. (FEDERAL SAFETY
COLOR X0-5)
DUPLEX PUMP CONTROL
PANEL MOUNTING PEDESTAL
ALARM LIGHT WITH DURABLE
THERMO-PLASTIC COVER
1'-6"
6"
8"
1'
RUBBER BOOT SEAL
7'-4"
5'
8"8"
8' I.D.
9"
4" MAX
8"
1'
1'
INV=291.5
15'-6"
6"
2'-6"
4"
4" PVC FLANGE
3" BRONZE GATE VALVE WITH NPT THREADS
STAINLESS STEEL NPT NIPPLE
3" TYPE "A" MALE ADAPTER x
FEMALE NPT CAM AND GROOVE
FITTING (FOR EXTERNAL PUMP OUT
CONNECTION)
4" GATE VALVE
BASIS OF DESIGN
1.DESIGN VOLUME:
7728 GPD @ 470 GALLONS / DOSE
2.PUMP RUN TIME:
470 GALLONS @ 105 GPM = 4.5 MIN.
3.VOLUME PER VERTICAL FOOT FOR 8' DIA. STATION:
376 GALLONS / FT
4.PUMP ON / OFF:
470 GAL / 376 GAL PER FT. = 15"
5.FLOAT SETTINGS FROM BOTTOM:
PUMP OFF 12"
PUMP ON 12" + 15" = 27"
ALARM 27" + 4" = 31"
LAG 31" + 2" = 33"
6.STORAGE ABOVE ALARM (USING TANK INLET OF 289.75 FT AS THE
LIMITING ELEVATION; PUMP ALARM FLOAT AT 284.58):
1943 GALLONS STORAGE, OR 4.02 HOURS (BASED ON 16 HR DAY)
SCH 80 PVC
4" PVC VANSTONE FLANGE
REDUCE TO 3" PVC
4" PVC
FORCEMAIN
SCH 80 PVC
8" PVC
GRAVITY
ELEV. = 289.75
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
E N G I N E E R I N G S U R V E Y
No. 9020
CIVILABIGAIL A.
D
E
RYSTATE O F VER
M
O
NT
PROF
E
SSIONAL
E N G INEERLICE N S E D
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
PLANNING ENVIRONMENTAL
Pump Station
Profile
C8-203
03/31/2023
Shown
19-268
PJM
AAD
AAD
600 Spear
600 Spear Street
South Burlington, Vermont
4" PVC
4" PVC
4" PVC
4" PVC
5'
1/4" ALUMINUM DIAMOND PLATE
ACCESS HATCH (30"x48") HINGES
ON THIS SIDE FOR HATCH
STAINLESS PORTABLE HOIST 48"30" CLEAR
9
"
4" RUBBER BOOT WITH
ADAPTER (TYP.)
PROVIDE ON PANEL- 15AMP, 2POLE, 3WIRE, 115VOLT GF1
DUPLEX RECEPTACLE WITH FAN SWITCH COMBINATION OR
SEPARATE SWITCH
METER SOCKET AND
CONTROL PANEL
LADDER RUNG CAST INTO TOP SLAB AS A GRAB BAR
6" FLANGE AT BASE
ODOR CONTROL DEVICE
VALVE PIT PLAN VIEW
3/4" = 1'
PUMP STATION PLAN VIEW
3/4" = 1'
HEAVY DUTY FRAME & LID LEBARON LC327 OR EQUAL
5'
COPOLYMER POLYPROPYLENE LADDER RUNGS @ 12" O.C.
4" SWING CHECK VALVE
4" PVC VANSTONE FLANGE WITH (8)
5/8"x3.5" STAINLESS STEEL BOLTS WITH
LOCKING NUTS
8"
2" SCH. 80 PVC DRAIN LINE
VALVE PIT PLAN VIEW
3/4" = 1'
PUMP STATION PLAN VIEW
3/4" = 1'
R = 2'-
6"
30"
4" RUBBER BOOT WITH
ADAPTER (TYP.)
4" 90° ELBOW (TYP.)
4" CROSS
4" GATE VALVE (TYP.)
ADAPT TO PVC FORCE MAIN
(SEE SITE PLAN FOR SIZE AND TYPE)
4" HYMAX COUPLING (TYP.)
COPOLYMER POLYPROPYLENE
LADDER RUNGS @ 12" O.C.
COPOLYMER POLYPROPYLENE
LADDER RUNGS @ 12" O.C.
8"8" PVCGRAVITY1'
6" FLANGE AT BASE
DUAL SUBMERSIBLE PUMPS
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
E N G I N E E R I N G S U R V E Y
No. 9020
CIVILABIGAIL A.
D
E
RYSTATE O F VER
M
O
NT
PROF
E
SSIONAL
E N G INEERLICE N S E D
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
PLANNING ENVIRONMENTAL
Pump Station
Plan View
C8-204
03/31/2023
Shown
19-268
PJM
AAD
AAD
600 Spear
600 Spear Street
South Burlington, Vermont
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
No. 9020
CIVILABIGAIL A .
D
E
RYSTA TE O F VER
M
O
NTPROF
E
SSIONAL
E N G INEERLICEN S E D
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
1 05/18/23 CMJStaff Comments
Water Details
C8-301
03/31/2023
Shown
19-268
CMJ
AAD
AAD
600 Spear
600 Spear Street
South Burlington, Vermont
W-005LAST REVISED 04/05/2016TRUDELL CONSULTING ENGINEERS
TYPICAL WATER MAIN THRUST BLOCKS
2", 3" & 4"SAFE BEARING
LOAD LBS/FT.²
GRAVEL
SHALE
SOIL
TYPE
CLAY
SAND
TILL
10000
1000
2000
3000
4000
5.0
2.5
2.0
1.5
0.5
90°
7.0
3.5
2.5
2.0
1.0
45°
14.0
7.0
5.0
3.5
1.5
45°
8.0
4.0
3.0
2.0
1.0
10.5
5.5
3.5
3.0
1.0
22.5°45°
4.0
2.0
1.5
1.0
0.5
2.0
1.0
1.0
0.5
0.5
15.0
7.5
5.0
4.0
1.5
6"
90°
18.0
9.0
6.0
4.5
2.0
22.5°
4.0
2.0
1.5
1.0
0.5
90°
25.0
13.0
8.5
6.5
2.5
8"
2.0
5.0
7.0
10.0
21.0
3.0
7.0
9.0
14.0
28.0
22.5°
7.0
3.5
2.5
2.0
1.0 3.5
9.5
12.5
19.0
38.0
90°
10"
45°
1.0
2.5
4.5
5.0
10.5
22.5°
39.0
20.0
13.0
10.0
4.0
12"
90°
55.0
27.5
18.5
14.0
5.5
45°
30.0
15.0
10.0
7.5
3.0
22.5°
15.0
8.0
5.0
4.0
1.5
USE CLASS D (2500 PSI) CONCRETE FOR THRUST BLOCKS. PLACE 4 MIL. POLYETHYLENE BETWEEN FITTING AND THRUST BLOCK. PLACE
THRUST BLOCK AGAINST UNDISTURBED TRENCH WALL - CONCRETE BEARING AREA ON FITTING TO BE A MINIMUM OF 1/2 SQUARE FOOT.
THRUST BLOCKS BASED ON 200 PSI WORKING PRESSURE PLUS SURGE ALLOWANCE OF 100 PSI. IF GREATER THAN 200 PSI SEE PROJECT
ENGINEER FOR SIZE.
90° ELBOW TEE 22 ½ ° ELBOW 45° ELBOW
TRENCH WALL, TYPICAL
UNDISTURBED SOIL, TYPICAL
EXTEND 6" INTO TRENCH WALL
NOTE:
1.FOR REDUCERS, PROVIDE BEARING
AREA FOR THE SOIL TYPE BASED ON 4000
LBS FOR EACH 2" REDUCTION IN SIZE.
2.PROJECT ENGINEER TO OBSERVE ALL
THRUST BLOCKS PRIOR TO BACKFILL.
PICTURES MAY BE USED AT ENGINEERS
DISCRETION.
3.ALSO INCLUDE RETAINER GLANDS ON
ALL BENDS, TEES, CAPS ETC.
MINIMUM BEARING AREA IN SQUARE FEET ON UNDISTURBED TRENCH WALLTHRUST BLOCK TABLE
CAP W/ MECH. JOINT
CAP REDUCER
OR TEE
CAP
OR TEE
CAP
OR TEE
CAP
OR TEE
CAP
OR TEE
CAP
W-004LAST REVISED 02/02/2018TRUDELL CONSULTING ENGINEERS
TYPICAL WATER/SEWER CROSSING
LC
WATER
SEWER
REQUIREMENTS:
1.WATER MAINS CROSSING SEWERS
SHALL BE LAID TO PROVIDE A
MINIMUM VERTICAL DISTANCE OF
18 INCHES BETWEEN THE OUTSIDE
OF WATER MAIN AND THE OUTSIDE
OF SEWER. THIS SHALL BE THE CASE
WHERE THE WATER MAIN IS EITHER
ABOVE OR BELOW THE SEWER. AT
CROSSINGS, ONE FULL LENGTH OF
WATER PIPE SHALL BE LOCATED SO
BOTH JOINTS WILL BE AS FAR FROM
THE SEWER AS POSSIBLE. IF THE
SEWER MAIN IS OVER THE WATER
MAIN, THE FIRST SEWER PIPE JOINTS
ON EACH SIDE OF THE WATER MAIN
MUST BE CONCRETE ENCASED.
SPECIAL STRUCTURAL SUPPORT FOR
THE WATER AND SEWER PIPES MAY
BE REQUIRED. WATER MAINS SHALL
NOT PASS THROUGH SEWER
MANHOLES OR BE SUBMERGED IN
BASINS CONTAINING SEWAGE OR
OTHER GROSSLY CONTAMINATED
OR HAZARDOUS MATERIAL.
2.THE PROJECT ENGINEER SHALL
OBSERVE ALL CROSSINGS, PRIOR TO
BACKFILL.
3.ANY DEVIATION TO THIS MINIMUM
REQUIREMENT IS SUBJECT TO
REVIEW AND APPROVAL OF
REGULATORY AUTHORITIES.
4.PRIOR TO CROSSING THE
CONTRACTOR SHALL SUPPLY INVERT
OF SEWER TO PROJECT ENGINEER.
INVERT
COMPACTED
CRUSHED STONE
BACKFILL IN 6" LIFTS18" MIN.W 030.2.1LAST REVISED 03/08/2021TRUDELL CONSULTING ENGINEERS
PARALLEL WATER INSTALLATION WATER SEWERSTORMREQUIREMENTS:
1.WATER MAINS SHALL BE LAID AT LEAST 10' HORIZONTALLY FROM ANY EXISTING OR
PROPOSED MANHOLE OR SANITARY SEWER. THIS DISTANCE CAN BE REDUCED TO 5'
FOR STORM DRAINS. THE DISTANCE SHALL BE MEASURED EDGE OF PIPE TO TO EDGE
OF PIPE. CONSULT WITH ENGINEER IF THESE SEPARATIONS ARE NOT AVAILABLE.
2.THE PROJECT ENGINEER SHALL PERIODICALLY OBSERVE THIS DURING CONSTRUCTION
TO ENSURE PROPER SEPARATION. THE CONTRACTOR SHALL SUPPLY AS-BUILTS
REFERENCING PROPER SEPARATIONS.
5' MIN.
10' MIN.
W 040.2.1
1"=1'
LAST REVISED 02/16/2021TRUDELL CONSULTING ENGINEERS
21.0
10.0
7.0
5.0
2.0
10"
MIN. BEARING AREA (SQ.FT.)
ON UNDISTURBED TRENCH
WALL FOR 45° BENDS
SAFE BEARING
LOAD LBS/FT
CLAY
SAND
GRAVEL
TILL
SHALE
SOIL
TYPE
1000
2000
3000
4000
10000
8.0
4.0
3.0
2.0
1.0
6"
14.0
7.0
5.0
3.5
1.5
8"WA
T
E
R
M
A
I
N
30.0
15.5
10.5
7.5
3.0
12"
NOTES:
1.THRUST BLOCK BASED ON 200 P.S.I.
WORKING PRESSURE PLUS SURGE
ALLOWANCE OF 100 P.S.I., IF GREATER
THAN 200 P.S.I SEE PROJECT ENGINEER
FOR SIZE.
2.PROJECT ENGINEER TO OBSERVE ALL
THRUST BLOCKS PRIOR TO BACKFILL.
PICTURE MAY BE USED AT ENGINEERS
DISCRETION.
3.PROVIDE RETAINER GLANDS AT BEND
WITH THRUST BLOCK.
UNDISTURBED SUBGRADE
MECHANICAL JOINT ELBOW
#4 REBAR AROUND ELBOW AND
ANCHORED WITH CONCRETE
CLASS D (2500) P.S.I CONCRETE
THRUST BLOCK. USE CHART TO
DETERMINE REQUIRED BEARING
AREA
SELECT BEDDING FILL UNDER PIPE
SEE DETAIL
SELECT BACKFILL OVER PIPE
SEE DETAIL
USE 5 MIL POLYETHYLENE BETWEEN
THRUST BLOCK AND PIPE (TYPICAL)
TYPICAL THRUST BLOCK FOR VERTICAL BENDS
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 (IF APPLICABLE)
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
W 050.2.1LAST REVISED 03/02/2021TRUDELL CONSULTING ENGINEERS
4" BLOWOFF HYDRANT
24" MIN
NOTES:
1.THE VALVE SHALL BE 100%
UNOBSTRUCTED AND THE
DRAIN HOLE SHALL BE
COVERED WHEN OPEN.
2.INSTALL PER MANUFACTURES
GUIDELINES.
3.SUBMIT SHOP DRAWINGS FOR
PROJECT ENGINEER PRIOR TO
INSTALLATION.
4.CONFIRM FINAL LOCATION
WITH PROJECT ENGINEER AND
TOWN PUBLIC WORKS WHEN
APPLICABLE.
5.MARK LOCATION BY 4x4
PRESSURE TREATED POST
STICKING 48" ABOVE GRADE.
4" DI MAIN LINE
THREADED STEEL
4 MIL. POLYETHYLENE
CLASS D CONCRETE
THRUST BLOCK
UNDISTURBED EARTH
2" OPERATING NUT
TURN COUNTER
CLOCKWISE TO OPEN
GRANULAR BACKFILL TO
WITHIN 6" OF FINISHED
GRADE
4" MJ INLET
3/4" CRUSHED
STONE
MECHANICAL JOINT
CONNECTION 4" WATER MAIN, SEE
SITE PLAN FOR TYPE
ADAPT AS NEEDED
6" TOPSOIL
FINISHED
GRADE
"KUPFERLE FOUNDRY"
4" MAINGUARD BLOW-OFF
HYDRANT OR EQUAL
24" MIN
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
No. 9020
CIVILABIGAIL A .
D
E
RYSTA TE O F VER
M
O
NTPROF
E
SSIONAL
E N G INEERLICEN S E D
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
1 05/18/23 LETStaff Comments
Stormwater
Details
C8-401
03/31/2023
Shown
19-268
ALD
AAD
AAD
600 Spear
600 Spear Street
South Burlington, Vermont
SW-001
1" = 1'
LAST REVISED 03/22/2017TRUDELL CONSULTING ENGINEERS
TYPICAL STORM DRAIN TRENCH
1'
FINISHED ROAD GRADE
D + 8"1'
NOTES ON STORM DRAIN TRENCH:
A WET TRENCH SHALL BE DEWATERED PRIOR TO
INSTALLING BEDDING
DEPTH OF STORM DRAIN LINES VARY, REFER TO
PLANS FOR DEPTH IN APPROPRIATE LOCATIONS.
D
FOR PAVED SURFACES
VARIES(SEE PAVEMENT SECTION)FOR GRASSED AREAS
REPLACE TOPSOIL, SEED, AND MULCH
OVERFILL TO ALLOW FOR SETTLEMENT.
THOROUGHLY COMPACTED SELECTED
BACKFILL FROM TRENCH EXCAVATION,
FREE OF STONES LARGER THAN 3" IN
DIAMETER. COMPACT BACKFILL IN 6" LIFTS.
STORM DRAIN, (SEE SITE PLAN FOR PIPE SIZE
& MATERIAL)
THOROUGHLY COMPACTED 3/4" CRUSHED
STONE BEDDING FOR CMP, PVC, OR HDPE PIPE.
UNDISTURBED SOIL
SW-005
1/2" = 1'
LAST REVISED 08/08/2014TRUDELL CONSULTING ENGINEERS
TYPICAL STORMWATER MANHOLE
MAXIMUM PIPE SIZE
MANHOLE NOTES
1.IF DEPTH OF MANHOLE IS 7 FEET
OR LESS FROM RIM TO CENTERLINE
INVERT, THEN A FLAT TOP WILL BE
INSTALLED. IF DEPTH IS MORE
THAN 7 FEET, THEN A CONICAL
TOP WILL BE INSTALLED.
2.ADJUST RIM AS NEEDED TO MATCH
FINAL PAVEMENT.6"48"VARIES12" INCREMENTS8"32" MIN.56" MAX.12"STORM DRAIN LINE
24" OPENING4"36"5"
HEAVY DUTY FRAME & LID LABELED "DRAIN"
NEENAH R-1649 OR LEBARON LC 266
GROUT FRAME TO 4 INCHES FROM TOP
PRECAST CONCRETE ADJUSTMENT RING
SECTION MINIMUM 4 INCHES, MAXIMUM
12 INCHES
ECCENTRIC CONICAL TOP SECTION
COPOLYMER POLYPROPYLENE
LADDER RUNGS 12" O.C.
BUTYL JOINT SEALANT
WELDED WIRE FABRIC (6 X 6 WWF)
RUBBER BOOT (PRESS SEAL PSX)
#4 BARS, 12" O.C., BOTH WAYS
12" GRAVEL OR 1" STONE FOR SUB-BASE
OR AS REQUIRED BY ENGINEER IF WET
AND OR UNSTABLE CONDITIONS EXIST.
UNDISTURBED SOIL
30" PVC
24" RCP,CSP,CAAP,CPEP
SW-031LAST REVISED 04/08/2018TRUDELL CONSULTING ENGINEERS
PEA STONE DIAPHRAGM FOR BIORETENTION AREA #1
REFER TO TYPICAL SIDWALK DETAIL
12 X 24 INCH PEA STONE DIAPHRAGM
ASTM D 448 OR EQUIVALENT
FILTER FABRIC MIRAFI 140N
OR EQUIVALENT
WRAP FABRIC 6"
BELOW GRADE
24"12"6"SLOPE
NOTE:
SEE SITE PLAN FOR CORE
LOCATION, PIPE SIZE AND INVERT.
BIORETENTION AREA TOP OF MULCH
EXTEND 30 MIL LINER FROM
BIORETENTION AREA #1
UNDER STONE DIAPHRAGM
EXTEND 30 MIL LINER TO
EXTEND HALF THE WIDTH OF
THE ADJOINING SIDEWALK
SW 20.1.2LAST REVISED 03/31/2021TRUDELL CONSULTING ENGINEERS
TYPICAL UNDERDRAIN CLEANOUT DETAIL 1"=1'
BACKFILLED TRENCH
4" PVC SDR 35 RISER
4" PVC SDR 35 PIPE
4" PVC SDR 35 45° ELBOW
D"xD"x4" PVC SDR 35 45° WYE
GENERAL FOUNDRIES #18111
COVER, "CLEANOUT" LABEL
4" CAP
6" PVC SDR 35 SLEEVE
9"
10"
IN PAVED AREAS IN GRASSED AREAS
18"
4"x4" PT POST
(OPTIONAL)
FLOW
SW 020.2.1
1/2"=1'
LAST REVISED 03/15/2021TRUDELL CONSULTING ENGINEERS
POLYETHYLENE (HDPE) END SECTION
ELEVATION VIEW
"D"
POLYETHYLENE FLARED END SECTION,
POLYETHYLENE FLARED END SECTION,
SITE PLAN
SLOPE AS PER
SIDES OF END SECTION
TO MATCH TAPERED
FINISHED GRADE
ADS OR EQUAL.
PLAN VIEW
ADS OR EQUAL.
SITE PLAN
SLOPE AS PER
INLET
CONDITION
OUTLET
CONDITION
OUTLET
CONDITION
INLET
CONDITION
"D"
MINIMUM AREA 5' WIDE x 20' LONG
PROVIDE 18" TYPE II RIPRAP
OVER 12" TYPE P204 RIPRAP
UNLESS INDICATED OTHERWISE
SMOOTH INTERIOR, CORRUGATED EXTERIOR, HIGH
DENSITY POLYETHYLENE PIPE (HDPE). ADVANCED
DRAINAGE SYSTEMS (ADS) N-12 OR EQUA.
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
No. 9020
CIVILABIGAIL A .
D
E
RYSTA TE O F VER
M
ONT
PROF
ESSIONAL
E N G INEERL ICEN S E D
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
Stormwater Details
C8-402
03/31/2023
Shown
19-268
ALD
AAD
AAD
600 Spear
600 Spear Street
South Burlington, Vermont
1 05/18/23 LETStaff Comments
GRAVEL WETLAND - TYPICAL SECTION
CLEAN 2-3" WASHED STONE
TOP ELEV. E
WETLAND
VEGETATION SEE
PLANTING PLAN
VEGETATED BASIN
FLOOR
4" PEA STONE GRAVEL
TOP ELEV. D
1
2
ELEV. G
ELEV. C
2
1
ELEV. A
12" OUTLET STRUCTURE
WITH 12" BEEHIVE GRATE
ELEV. J
ELEV. XXX
BOTTOM OF GRAVEL
ELEV. F
12" CULVERT OUT
ELEV. K
NTS
ELEV. B
STORM RAX HDPE TRASH
RACK OR APPROVED EQUAL
6" PERFORATED
SUBDRAIN
WRAPPED IN FILTER
FABRIC LAID FLAT
AT ELEV. G WITH
END CAPS
8" WETLAND SOIL
TOP ELEV. C
IMPERMEABLE LINER OPTIONS:
A.6-12" OF CLAY SOIL
A.1.MINIMUM 15% PASSING THE #200 SIEVE
A.2.MAX PERMEABILITY OF 1X10-5 CM/SEC
B.30 MIL POLY-LINER
C.BENTONITE
D.APPROVED EQUAL
1" WQv ORIFICE
DRILLED IN END CAP
AT ELEV. H
CPv ORIFICE AT
ELEV. I
PERFORATED RISER (TYP.)
PERFORATED RISER DETAIL
ELEV: C
2"ELEV: B
6"6"
NATIVE SOIL
SOLID PVC CAP AT
TOP AND BOTTOM
8"4"2'2-3" CLEAN GRAVEL
WASHED STONE
WETLAND SOIL
3/4" PEA STONE
VAOT 704.02B
RUN A 24" LENGTH OF
#4 REBAR THROUGH
THE TUBE TO PROVIDE
VERTICAL RESISTANCE
AGAINST SLIPPAGE
ELEV: F
IMPERMEABLE LINER
PERFORATED PIPE FOR RISERS
TO HAVE SIX ROWS OF 5/8"
PERFORATIONS
PERFORATED SUBDRAIN CROSS SECTION 1" = 1'
2-3" CLEAN WASHED
CRUSHED STONE
ELEV: C
ELEV: F
WETLAND SOIL
3/4" PEA STONE
VAOT 704.02B8"4"2'NATIVE SOIL2"6"6"
PERFORATED
SDR 35 PVC
IMPERMEABLE LINER
GRAVEL WETLANDS ELEVATION TABLE
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
E N G I N E E R I N G S U R V E Y
No. 9020
CIVILABIGAIL A .
D
E
RYSTA TE O F VER
M
ONT
PROF
E
SSIONAL
E N G INEERL ICEN S E D
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
PLANNIN G ENVIRON MENTAL
Stormwater Notes
C8-403
03/31/2023
AS SHOWN
19-268
PJM
AAD
AAD
600 Spear
600 Spear Street
South Burlington, Vermont
TESTING STORMWATER MANHOLES AND STRUCTURES
(NOT APPLICABLE TO STORMWATER OUTLET STRUCTURES, FILTERRA UNITS, AND TURRET)
1.*ALL TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE TOWN ENGINEER OR PUBLIC WORKS DEPARTMENT AND TRUDELL CONSULTING ENGINEERS (TCE). CONTRACTOR SHALL PRE-TEST SUCCESSFULLY PRIOR TO CONTACTING
ENGINEER. THE PRE-TEST IS TO ENSURE PASSING RESULTS PRIOR TO OFFICIAL TESTING OBSERVATION.
2.EACH STRUCTURE SHALL BE TESTED BY MEANS OF A WATER TEST OR VACUUM TEST PRIOR TO THE BACKFILLING OF THE STRUCTURE. IN ANY CASE THERE SHALL BE NO VISIBLE LEAKAGE INTO THE BASE OR WALLS OF A COMPLETED
STRUCTURE.
3.AFTER THE STRUCTURE HAS BEEN ASSEMBLED IN PLACE, ALL LIFTING HOLES AND EXTERIOR JOINTS SHALL BE FILLED AND PAINTED WITH AN APPROVED NON-SHRINKING MORTAR IN MANHOLES. THE TEST SHALL BE MADE PRIOR TO PLACING
THE SHELF AND INVERT. IF THE GROUNDWATER TABLE HAS BEEN ALLOWED TO RISE ABOVE THE BOTTOM OF THE STRUCTURE, THE ENGINEER MAY DIRECT IT TO BE LOWERED FOR THE DURATION OF THE TEST. ALL PIPES AND OTHER OPENINGS
INTO THE STRUCTURE SHALL BE SUITABLY PLUGGED AND THE PLUGS BRACED TO PREVENT DISPLACEMENT.
4.IF THE CONTRACTOR ELECTS TO BACKFILL PRIOR TO WATER TESTING, FOR ANY REASON, IT SHALL BE AT HIS OWN RISK AND IT SHALL BE INCUMBENT UPON THE CONTRACTOR TO DETERMINE THE REASON FOR ANY FAILURE OF THE TEST. NO
ADJUSTMENT IN THE LEAKAGE ALLOWANCE WILL BE MADE FOR UNKNOWN CAUSES SUCH AS LEAKAGE OF PLUGS, ABSORPTION, ETC. I.E., IT WILL BE ASSUMED THAT ALL LOSS OF WATER DURING THE TEST IS A RESULT OF LEAKS THROUGH
THE JOINTS OR THROUGH THE CONCRETE. FURTHERMORE, THE CONTRACTOR SHALL TAKE ANY STEPS NECESSARY TO ASSURE THE ENGINEER THAT THE WATER TABLE IS BELOW THE BOTTOM OF THE STRUCTURE THROUGHOUT THE TEST.
5.IF THE GROUNDWATER TABLE IS ABOVE THE HIGHEST JOINT IN THE STRUCTURE, AND IF THERE IS NO LEAKAGE INTO THE STRUCTURE AS DETERMINED BY THE ENGINEER, SUCH A TEST CAN BE USED TO EVALUATE THE WATER TIGHTNESS OF THE
STRUCTURE. HOWEVER, IF THE ENGINEER IS NOT SATISFIED, THE CONTRACTOR SHALL LOWER THE WATER TABLE AND CARRY OUT THE TEST AS DESCRIBED HEREINBEFORE.
6.MANHOLE WATER TEST: THE STRUCTURE SHALL BE FILLED WITH WATER TO THE TOP OF THE RISERS, PAST ALL SEAMS. THE TANKS SHALL SIT FOR A PERIOD OF ONE HOUR TO ALLOW FOR ABSORPTION. AFTER ONE HOUR, THE STRUCTURE SHALL
BE REFILLED TO THE TOP ABOVE ALL SEAMS. THE TANK SHALL BE TESTED FOR A MINIMUM OF 6 HOURS. AT THE END OF THE 6-HOUR TEST PERIOD, THE MANHOLE SHALL BE REFILLED TO THE STARTING POINT, MEASURING THE VOLUME OF
WATER ADDED. THE VOLUME OF WATER ADDED SHALL BE CONVERTED TO A 24-HOUR RATE AND THE LEAKAGE DETERMINED ON THE BASIS OF DEPTH. THE LEAKAGE FOR EACH MANHOLE SHALL NOT EXCEED ONE GALLON PER VERTICAL
FOOT FOR A 24 HOUR PERIOD AND THERE SHALL BE NO VISIBLE INFILTRATION. REPAIRS BY APPROVED METHODS MAY BE MADE, AS DIRECTED BY THE ENGINEER, TO BRING THE LEAKAGE WITHIN ALLOWABLE RATE OF ONE GALLON PER
FOOT PER DAY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO UNCOVER THE MANHOLE, AS NECESSARY, AND TO DISASSEMBLE, RECONSTRUCT OR REPLACE IT AS DIRECTED BY THE ENGINEER. THE MANHOLE SHALL THEN BE
RETESTED.
7.TANK WATER TEST: THE STRUCTURE SHALL BE FILLED WITH WATER TO THE TOP OF THE RISERS, PAST ALL SEAMS. THE TANKS SHALL SIT FOR A PERIOD OF 24-HOURS TO ALLOW FOR ABSORPTION. PLASTIC, STEEL, AND FIBERGLASS TANKS DO
NOT NEED A 24-HOUR ABSORPTION PERIOD AND MAY BE TESTED IMMEDIATELY. AFTER 24-HOURS, REFILL THE TANK. IF AFTER ONE HOUR THERE IS NO MEASURABLE DROP IN FLUID LEVEL THE TANK SHALL BE CONSIDERED WATER TIGHT.
8.MANHOLE VACUUM TEST: THE CONTRACTOR SHALL FURNISH THE MANHOLE CONE SEAL, VACUUM PUMP, ALL NECESSARY GAUGES, HOSES, AND EQUIPMENT TO PERFORM THE TEST.
8.1.MANHOLES THAT HAVE BEEN BACKFILLED SHALL BE EXCAVATED TO EXPOSE THE ENTIRE EXTERIOR OR THE WATER TEST SHALL BE USED.
8.2.A PLATE WITH AN INFLATABLE RUBBER RING THE SIZE OF THE TOP OF THE MANHOLE SHALL BE INSTALLED BY INFLATING THE RING WITH AIR TO A PRESSURE ADEQUATE TO PREVENT LEAKAGE OF AIR BETWEEN THE RUBBER RING AND THE
MANHOLE WALL.
8.3.PUMP THE AIR OUT OF THE MANHOLE THROUGH AN OPENING IN THE TEST PLATE UNTIL A VACUUM IS CREATED INSIDE THE MANHOLE EQUAL TO 10 INCHES OF MERCURY USING AN APPROVED VACUUM GAUGE. THEN STOP THE
REMOVAL OF AIR AND BEGIN THE TEST.
8.4.THE VACUUM DROP SHALL NOT EXCEED 1 INCH OF MERCURY OVER A 2 MINUTE PERIOD FOR MANHOLES 0-10' DEEP, OVER 2.5 MINUTES FOR MANHOLES 10.1-15' DEEP, AND OVER 3 MINUTES FOR MANHOLES DEEPER THAN 15'. IF
MORE THAN A 1 INCH DROP OCCURS WITHIN 2 MINUTES, THE MANHOLE HAS FAILED THE TEST, AND IT SHALL BE REPAIRED OR RECONSTRUCTED AND THEN RETESTED UNTIL IT PASSES AT NO EXPENSE TO OWNER.
9.TANK VACUUM TEST:
9.1.USING A VACUUM TEST, SEAL THE EMPTY TANK AND RISERS AND APPLY A VACUUM TO 4 INCHES (100 MM) OF MERCURY. THE TANK IS CONSIDERED WATERTIGHT IF 90% OF THE VACUUM IS HELD FOR 5 MINUTES PER ASTMC1277-13
SEPTIC TANKS.
10.BACKFILL AROUND THE STRUCTURE UPON SATISFACTORY TEST RESULTS.
TRUDELL CONSULTING ENGINEERS LAST REVISED 01/14/2020 SN-007
SW 000.1.1LAST REVISED 03/08/2021TRUDELL CONSULTING ENGINEERS
CONTRACTOR'S CERTIFICATION FOR STORMWATER SYSTEM
CONTRACTOR'S CERTIFICATION REQUIRED
PRIOR TO THE DESIGN ENGINEER CERTIFYING THAT THE INSTALLATION HAS BEEN INSTALLED IN
ACCORDANCE WITH THE PERMITTED DESIGN, THE CONTRACTOR SHALL PROVIDE A
CERTIFICATION THAT THE STORMWATER SYSTEM WAS INSTALLED AND TESTED (IF APPLICABLE)IN
GENERAL ACCORDANCE WITH THE APPROVED DESIGN PLANS. STATE PERMITS REQUIRE THERE
SHALL BE NO SIGNIFICANT DEVIATIONS FROM THE APPROVED PLANS WITHOUT PRIOR
APPROVALS. THE DESIGN ENGINEER SHALL BE NOTIFIED AND ALLOWED TO OBSERVE THE
CRITICAL PHASES OF CONSTRUCTION INCLUDING ANY REQUIRED TESTS. LIKEWISE, THE DESIGN
ENGINEER SHALL BE NOTIFIED OF ANY DEVIATIONS FROM THE APPROVED PLANS. SINCE THE
DESIGN ENGINEER DOES NOT CUSTOMARILY OBSERVE ALL PHASES OF THE WORK, OR ALL
TESTING, HE WILL RELY ON THE CONTRACTOR'S CERTIFICATION AS THE BASIS FOR FINAL
CERTIFICATION. CRITICAL STORMWATER SYSTEM COMPONENTS TO BE CERTIFIED MAY INCLUDE,
BUT ARE NOT NECESSARILY LIMITED TO, SHAPES OF DRAINAGE SWALES, VOLUMES OF TREATMENT
PRACTICES, SLOPE OF DISCONNECT AREAS, AND OUTLET SIZE AND ELEVATIONS. THE
CONTRACTOR SHALL SHALL THEREFORE SIGN AND RETURN A COPY OF THE FOLLOWING
CERTIFICATION UPON COMPLETION OF THE WORK:
"I HEREBY CERTIFY THAT I HAVE INSTALLED, PROPERLY TESTED (IF APPLICABLE), AND
SUCCESSFULLY PASSED THOSE TESTS, AND THE STORMWATER TREATMENT AND COLLECTION
SYSTEM(S) ARE BUILT IN GENERAL ACCORDANCE WITH THE APPROVED DESIGN PLANS AND
APPLICABLE PERMIT CONDITIONS."
CONTRACTOR NAME:
AUTHORIZED AGENTS NAME:
SIGNATURE: DATE:
NOTE ANY DEVIATIONS FROM APPROVED PLANS HERE:
NOTE: THE CERTIFICATION AND THE PROJECT ENGINEER'S SUBSEQUENT CERTIFICATION DOES NOT
VOID THE CONTRACTOR FROM REPAIR OR REPLACEMENT OF DISCREPANCIES DISCOVERED AT A
LATER DATE. THE CONTRACTOR REMAINS RESPONSIBLE, INCLUDING CUSTOMARY GUARANTEE
AND WARRANTY PERIODS.
SW 000.1.2LAST REVISED 03/12/2021TRUDELL CONSULTING ENGINEERS
SOIL DEPTH AND QUALITY
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.
·8" MINIMUM DEPTH
·LOW HYDRAULIC CONDUCTIVITY (0.1-0.01 FT/DAY)
·CLAY ≤ 15% BY VOLUME
·MINIMUM 15% BY MASS ORGANIC MATTER
·pH BETWEEN 6.0 AND 7.0
·MANUFACTURE SOIL USING A MIX OF PEAT, SAND AND FINE SOILS. IF
COMPOST IS MIXED, USE LOW PHOSPHORUS COMPOST (LEAF LITTER
COMPOST AS AVAILABLE WITH LESS THAN 0.2% TOTAL PHOSPHORUS)
·COMPOST NOT TO EXCEED 3% OF OVERALL WETLAND SOIL MEDIA
·WETLAND SOIL TO BE LOW PHOSPHORUS. SUBMIT MODIFIED MORGAN'S
SOIL TEST TO ENGINEER PRIOR TO INSTALLATION
·WETLAND SOIL NOT TO BE REMOVED FROM NATURAL WETLANDS
·PROVIDE SUBMITTAL ON TESTED MATERIAL AND SAMPLE TO ENGINEER
WETLAND SOIL NOTES
SW 000.1.3LAST REVISED 03/30/2021TRUDELL CONSULTING ENGINEERSSW 000.1.4
COMPOST REQUIREMENTS
COMPOST REQUIREMENTS:
1.THE COMPOST OR OTHER MATERIALS SHALL HAVE A CARBON TO NITROGEN RATION BELOW 25:1
2.COMPOST SHALL MEET THE DEFINITION OF "COMPOST" IN THE AGENCY OF NATURAL RESOURCES'
SOLID WASTE MANAGEMENT RULES OR SHALL MEET THE CONTAMINANT STANDARDS IN THE
VERMONT SOLID WASTE MANAGEMENT RULES SECTION 6-1104(G)(6-7), SECTION 6-1106(E)(7-9).
COMPOST OR OTHER ORGANIC MATERIAL MAY BE AMENDED TO MEET THE FOREGOING
REQUIREMENTS.
3.EXCEPTIONAL QUALITY BIOSOLIDS (EQ BIOSOLIDS) MAY BE USED AS A SOIL AMENDMENT AT A
MAXIMUM PROPORTION OF 35% OF THE TOTAL SOIL VOLUME AND SHALL BE WELL MIXED WITH AN
EXISTING SOIL BEFORE OR DURING APPLICATION.
LAST REVISED 03/12/2021TRUDELL CONSULTING ENGINEERS SW 000.1.5LAST REVISED 03/15/2021TRUDELL CONSULTING ENGINEERS
RIP-RAP STABILIZATION NOTES
TYPE
I
II
III
IV
SIZE (INCHES)
1-12
2-36
3-48
3-60
4
12
16
20
P-204 1-5 2
LEAST DIMENSION
(50% OF VOLUMES)
RIP-RAP SHALL BE A WELL GRADED ROCK MIXTURE DOWN TO 1 INCH SIZE PARTICLES, SUCH
THAT 50 PERCENT OF THE MIXTURE BY VOLUME SHALL BE LARGER THAN THE LEAST DIMENSION.
A WELL GRADED ROCK MIXTURE SHALL BE DEFINED AS A MIXTURE COMPOSED PRIMARILY OF
THE LARGER STONE SIZES, BUT WITH A SUFFICIENT MIXTURE OF OTHER SIZES TO FILL THE
PROGRESSIVELY SMALLER VOIDS BETWEEN STONES.
STONE FOR RIP-RAP SHALL BE APPROVED, ROUGH, BROKEN, QUARRY STONE WITH IRREGULAR
FACES PERMITTING PLACEMENT IN A TIGHT INTERLOCKING MANNER WITH THE SMALLER
STONES FILLING VOIDS BETWEEN LARGER STONES. THE STONES SHALL BE HARD, SOUND,
RESISTANT TO WATER ACTION, WEATHERING, AND SUITABLE FOR THE PURPOSE INTENDED.
CONTACT PROJECT ENGINEER TO REVIEW AND APPROVE MATERIAL PRIOR TO INSTALLATION.
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
E N G I N E E R I N G S U R V E Y
No. 9020
CIVILABIGAIL A.
D
E
RYSTATE O F VER
M
O
NT
PROF
E
SSIONAL
E N G INEERLICE N S E D
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
PLANNING ENVIRONMENTAL
Erosion Details
C8-501
03/31/2023
Shown
19-268
ALD
AAD
AAD
600 Spear
600 Spear Street
South Burlington, Vermont
E 050.1.1LAST REVISED 04/01/2021TRUDELL CONSULTING ENGINEERS
TEMPORARY SOIL STOCKPILE EROSION PROTECTION
NOTES:
1.INSTALL SILT FENCE ALONG CONTOUR ON
DOWNSLOPE SIDE OF STOCKPILE. COMPLETELY
ENCLOSE STOCKPILE ON FLAT SITES. SILT FENCE TO
REMAIN IN PLACE UNTIL MATERIAL IS REMOVED
AND AREA IS STABILIZED.
2.A MINIMUM OF 5' SEPARATION BETWEEN THE TOE
OF THE STOCKPILE SLOPE AND THE SILT FENCE IS
REQUIRED AT ALL TIMES
5' TO 10'
SILT FENCE
5' TO 10'
SILT FENCE
MAINTAIN VEGETATED COVER
SOIL STOCKPILE
19'
(MAX.)
OPENING IN SILT FENCE FOR ACCESS
TO STOCKPILE TO BE LOCATED AT
THE UPGRADIENT END OF FLOW
2
1
FLOW
SOIL
STOCKPILE
TEMPORARY SEED & MULCH
5' TO 10'
SILT FENCE
INSTALL SHALLOW TRENCH AROUND MOUND
TRUDELL CONSULTING ENGINEERS
TYPICAL SILT FENCE WITH WIRE REINFORCEMENT
E 020.1.2LAST REVISED 04/01/2021
CONSTRUCTION SPECIFICATION FOR SILT FENCE
1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE
TIES. WIRE FENCE REINFORCEMENT REQUIRED WITHIN 100 FT UPSLOPE OF
RECEIVING WATERS.
2.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES
SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE,
6" MAXIMUM MESH OPENING.
3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE
OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER
FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT.
4.PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED
EQUIVALENT.
5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED
WHEN SEDIMENT REACHED HALF OF FABRIC HEIGHT.
6.INSPECT SILT FENCE AT LEAST ONCE A WEEK AND WITHIN 24 HOURS AFTER
EACH RAIN EVENT. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND
SEDIMENT REMOVED WHEN IT REACHES 1/3 THE HEIGHT OF THE FENCE.
7.UPON FINAL STABILIZATION OF THE AREA UPHILL OF THE SILT FENCE, IT SHALL
BE REMOVED WITH THE APPROVAL OF THE ENGINEER.
6"
(MIRAFI ENVIROFENCE, OR APPROVED
EQUAL MAY BE SUBSTITUTED.)
FLOW
FILTER FABRIC, OR WOVEN WIRE FABRIC
1 1/2" HARDWOOD POSTS OR METAL STAKE
(6' TO 10' MAX. O.C.)
KEY FABRIC INTO GROUND (MIN. 6")
16" MIN.
20" MIN.
UNDISTURBED SOIL
BACKFILL
WIRE REINFORCEMENT
E 030.1.1LAST REVISED 04/01/2021TRUDELL CONSULTING ENGINEERS
STABILIZED CONSTRUCTION ENTRANCE
CONSTRUCTION SPECIFICATIONS
1.STONE SIZE - USE 4-8" CRUSHED STONE, OR RECLAIMED OR
RECYCLED CONCRETE EQUIVALENT.
2.LENGTH - NOT LESS THAN 50' (EXCEPT ON A SINGLE RESIDENCE
LOT WHERE A 30' MINIMUM LENGTH APPLIES).
3.THICKNESS - NOT LESS THAN 8".
4.WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE
FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS.
TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE.
5.GEOTEXTILES MUST BE PLACED OVER THE ENTIRE AREA PRIOR TO
PLACING OF STONE.
6.SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED
TOWARDS CONSTRUCTION ENTRANCES SHALL BE PIPED BENEATH
THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM
WITH 5:1 SLOPES WILL BE PERMITTED.
7.MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A
CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF
SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL SEDIMENT SPILLED,
DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY
MUST BE REMOVED IMMEDIATELY AND DISPOSED OF IN
ACCORDANCE WITH THE EPSC PLANS. (i.e. PLACED IN A SOIL
STOCKPILE OR AREA WHERE IT CAN BE STABILIZED PER EPSC
DETAILS). IF SWEEPING IS THE CHOSEN METHOD FOR REMOVAL
THE SWEPT MATERIAL MUST BE COLLECTED AND DISPOSED OF AS
STATED ABOVE.
8.WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA
STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED
SEDIMENT TRAPPING DEVICE.
9.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE
PROVIDED ACCORDING TO PERMIT REQUIREMENTS BASED ON
SITE CONDITIONS, WEATHER AND FLOW OF TRAFFIC.
PUBLIC ROADWAY
PROFILE
EXCAVATION SITE
PLAN
SEE CONSTRUCTION
SPECIFICATION 4
4-8" CRUSHED STONE AGGREGATE
PLACED ON GEOTEXTILE FABRIC
4" ABOVE EXISTING GRADE
4" BELOW EXISTING GRADE 50'
VARIES
8"
EXCAVATION SITE
EXISTING
GRADE
GEOTEXTILE FABRIC
PROVIDE A DIVERSION RIDGE
WHEN THE GRADE EXCEEDS 2%
TO KEEP RUNOFF & SEDIMENT
OUT OF THE PUBLIC ROAD
R=12'
E 080.1.2LAST REVISED 04/01/2021TRUDELL CONSULTING ENGINEERS
TEMPORARY VEGETATED SWALE
3H:1V
NOTE:
DITCHES < 5% - REINFORCE WITH SC-150BN
DITCHES > 5% - REINFORCE WITH VMAX C-350BN
DITCHES > 20% - REINFORCE WITH VMAX P550
INSTALLED PER MANUFACTURER REQUIREMENTS
CONSTRUCTION SPECIFICATIONS FOR VEGETATED SWALES
1.ALL TREES, BRUSH, STUMPS, OBSTRUCTIONS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE REMOVED
AND DISPOSED OF SO AS NOT TO INTERFERE WITH THE PROPER FUNCTIONING OF THE WATERWAY.
2.THE WATERWAY SHALL BE EXCAVATED OR SHAPED TO LINE, GRADE, AND CROSS SECTION AS REQUIRED
TO MEET THE CRITERIA SPECIFIED HEREIN, AND BE FREE OF BANK PROJECTIONS OR OTHER IRREGULARITIES
WHICH WILL IMPEDE NORMAL FLOW.
3.FILLS SHALL BE COMPACTED AS NEEDED TO PREVENT UNEQUAL SETTLEMENT THAT WOULD CAUSE
DAMAGE IN THE COMPLETE WATERWAY.
4.ALL EARTH REMOVED AND NOT NEEDED IN CONSTRUCTION SHALL BE SPREAD OR DISPOSED OF SO THAT IT
WILL NOT INTERFERE WITH THE FUNCTIONING OF THE WATERWAY.
5.STABILIZATION SHALL BE DONE ACCORDING TO THE APPROPRIATE STANDARD AND SPECIFICATIONS FOR
VEGETATIVE PRACTICES.
A. FOR DESIGN VELOCITIES OF LESS THAN 3.5 FPS, SEEDING AND MULCHING MAY BE USED FOR THE
ESTABLISHMENT OF THE VEGETATION. IT IS RECOMMENDED THAT, WHEN CONDITIONS PERMIT,
TEMPORARY WATERWAYS OR OTHER MEANS SHOULD BE USED TO PREVENT WATER FROM
ENTERING THE WATERWAY DURING THE ESTABLISHMENT OF VEGETATION.
B. FOR DESIGN VELOCITIES OF MORE THAN 3.5 FPS, THE WATERWAY SHALL BE
STABILIZED WITH SOD, WITH SEEDING PROTECTED BY JUTE OR OTHER MATTING OR WITH SEEDING
AND MULCHING INCLUDING TEMPORARY DIVERSION OF THE WATER UNTIL THE VEGETATION IS
ESTABLISHED.
ESTABLISH GRASS
SC-2
2' MIN.2'
E 000.2.2LAST REVISED 12/30/2020TRUDELL CONSULTING ENGINEERS
SEEDING
-
85
90
80
85
GERMINATION
0-5
0-5
25-30
30-40
30-40
WEIGHT (POUNDS PER ACRE)
WHITE CLOVER
RED TOP
PERENNIAL RYE
KENTUCKY BLUEGRASS
CREEPING RED FESCUE
COMMON NAME
MOLDY WILL NOT BE ACCEPTABLE. THE FOLLOWING SEED MIXTURE SHALL BE USED:
SEED SHALL BE FRESH, CLEAN, NEW SEED. SEED WHICH HAS BECOME WET AND/OR
AFTER THE FINISHED GRADE HAS BEEN ESTABLISHED AND THE FERTILIZER SPREAD,
PLANT THE SPECIFIED SEED MIXTURE AT A RATE OF 4 POUNDS PER 1000 SQUARE
FEET AND WORK FIRMLY INTO THE SOIL. APPLY SEED ON THE PREPARED SEED BED
WITH APPROVED MECHANICAL SEEDERS OR HYDROSEEDING EQUIPMENT. UPON
COMPLETION OF THE ABOVE PLANTING OPERATIONS, ROLL ALL AREAS WITH A WATER
FILLED GARDEN ROLLER, LEAVING THE SURFACE OF ALL AREAS TRUE TO GRADE,
SMOOTH, AND FREE FROM HOLLOWS OR OTHER IRREGULARITIES. THOROUGHLY WATER
ALL NEWLY PLANTED LAWNS IMMEDIATELY AFTER PLANTING, USING A FINE SPRAY.
PROTECT BANKS AND SWALES, AND PREVENT OR REPAIR EROSION THAT OCCURS.
BANKS, SWALES OR OTHER GRADED AREAS THAT HAVE BEEN WASHED OUT OR HAVE
BECOME DAMAGED SHALL BE REPAIRED IMMEDIATELY. UNLESS APPROVAL IS GRANTED
BY THE ENGINEER TO PLANT OFF SEASON, SEEDING WILL BE CONDUCTED ONLY DURING
THE PERIOD FROM APRIL 15 TO JUNE 1 OR AUGUST 15 TO OCTOBER 15. SO AS NOT
TO CAUSE INTERFERENCE, NO SEEDING IS TO PROCEED BEFORE OTHER PHASES OR
THE WORK HAS PROGRESSED SUFFICIENTLY.
E 000.3.1LAST REVISED 12/30/2020TRUDELL CONSULTING ENGINEERS
STABILIZATION REQUIREMENTS
ALL AREAS OF DISTURBANCE MUST HAVE TEMPORARY OR FINAL STABILIZATION WITHIN SEVEN DAYS OF
THE INITIAL DISTURBANCE. AFTER THIS TIME, ANY DISTURBANCE IN THE AREA MUST BE STABILIZED AT THE
END OF EACH WORK DAY. THE FOLLOWING EXCEPTIONS APPLY:
1. STABILIZATION IS NOT REQUIRED IF WORK IS TO CONTINUE IN THE AREA WITHIN THE NEXT 24
HOURS AND THERE IS NO PRECIPITATION FORECAST FOR THE NEXT 24 HOURS.
2.STABILIZATION IS NOT REQUIRED IF THE WORK IS OCCURRING IN A SELF-CONTAINED EXCAVATION
(I.E. NO OUTLET) WITH A DEPTH OF 2 FEET OR GREATER (E.G. HOUSE FOUNDATION EXCAVATION,
UTILITY TRENCHES)
STABILIZATION IS TO BE ACCOMPLISHED IN ACCORDANCE WITH DETAILS SHOWN.
E 000.2.1LAST REVISED 02/18/2020TRUDELL CONSULTING ENGINEERS
GRADING
A.GENERAL: UNIFORMLY GRADE AREAS WITHIN THE LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION
AREAS. SMOOTH FINISHED SURFACES WITHIN THE SPECIFIED TOLERANCES, COMPACT WITH UNIFORM
LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE INDICATED, OR BETWEEN SUCH POINTS AND
EXISTING GRADES.
B.GRADING OUTSIDE BUILDING LINES: GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM
THE STRUCTURES AND TO PREVENT PONDING. FINISH SURFACES FREE FROM IRREGULAR SURFACE
CHANGES, AND AS FOLLOWS:
1. LAWN OR UNPAVED AREAS: FINISH AREAS THAT ARE TO RECEIVE TOPSOIL TO WITHIN 0.10 FEET
ABOVE OR BELOW THE REQUIRED SUBGRADE ELEVATIONS. LAWNS SHALL BE GRADED SO THAT
NO PONDING OCCURS. THE GRADING OF LAWNS WILL BE UNACCEPTABLE IF PONDING OCCURS.
2. WALKS: SHAPE THE SURFACE OF AREAS UNDER WALKS TO LINE, GRADE AND CROSS-SECTION,
WITH FINISH SURFACES NOT MORE THAN 0.10 FEET ABOVE OR BELOW THE REQUIRED SUBGRADE
ELEVATION.
3. PAVEMENTS: SHAPE THE SURFACE OF AREAS UNDER PAVEMENTS TO LINE, GRADE AND CROSS-
SECTION, WITH THE FINISH SURFACE NOT MORE THAN 0.10 FEET ABOVE OR BELOW THE REQUIRED
SUBGRADE ELEVATION. PAVEMENTS MUST DRAIN SO THAT NO WATER PONDING OCCURS. IF
PONDING OCCURS, THE PAVING WILL BE UNACCEPTABLE.
C.GRADING SURFACE OF FILL UNDER BUILDING SLABS: GRADE SMOOTH AND EVEN, FREE OF VOIDS, AND
COMPACT AS SPECIFIED TO THE REQUIRED ELEVATION. PROVIDE FINAL GRADES WITHIN A TOLERANCE OF
1/2 INCH WHEN TESTED WITH A 10 FOOT STRAIGHTEDGE.
E 000.1.1LAST REVISED 12/30/2020TRUDELL CONSULTING ENGINEERS
GENERAL CONSTRUCTION SEQUENCE
1. INSTALL BARRIER TAPE.
2. INSTALL CONSTRUCTION ENTRANCE AS SPECIFIED IN PHASE.
3. INSTALL SILT FENCE IN LOCATION SHOWN ON PLANS AS DETAILED.
4. STAKE OUT CONSTRUCTION, CLEAR AND GRUB.
5. STOCK PILE, PROCESS, AND DISPOSE OF TREES.
6. CONSTRUCT NECESSARY STABILIZED CONSTRUCTION ROADS, ESTABLISH
DITCHLINES FROM DOWNHILL TO UPHILL, INSTALL CHECK DAMS AND EROSION
CONTROL FABRIC IN DITCHLINES AS DETAILED. MAINTAIN TRAFFIC FLOW AS
SHOWN.
7. CONSTRUCT SITE FEATURES.
8. VEGETATE AND STABILIZE AS NECESSARY WITHIN SEVEN DAYS.
9. RECEIVE APPROVAL FROM ON-SITE CO-ORDINATOR PRIOR TO MOVING TO NEXT
PHASE.
E 040.1.1LAST REVISED 04/01/2021TRUDELL CONSULTING ENGINEERS
FINE GRAVEL FACE
(1' MIN. THICKNESS)
1'
3" STONE
TEMPORARY SEDIMENT POOL
6'
TYPICAL PIPE INLET PROTECTION
1'
3 1
PIPE
PIPE21
3" STONE
PREPARED SUBGRADE
E 070.1.1LAST REVISED 04/01/2021TRUDELL CONSULTING ENGINEERS
TEMPORARY STONE CHECK DAM
2
1
0.4'
9"
CROSS SECTION
6"
DITCHLINE
PROFILE
PLAN DITCHLINECONSTRUCTION SPECIFICATIONS:
1.STONE WILL BE PLACED ON A FILTER
FABRIC FOUNDATION TO THE LINES,
GRADES, AND LOCATIONS SHOWN IN
THE PLAN.
2.SET SPACING OF CHECK DAMS TO
ASSUME THAT THE ELEVATIONS OF THE
CREST OF THE DOWNSTREAM DAM IS AT
THE SAME ELEVATION OF THE TOE OF THE
UPSTREAM DAM..
3.EXTEND THE STONE A MINIMUM OF 1.5
FEET BEYOND THE DITCH BANKS TO
PREVENT CUTTING AROUND THE DAM..
4.PROTECT THE CHANNEL DOWNSTREAM
OF THE LOWEST CHECK DAM FROM
SCOUR AND EROSION WITH STONE OR
LINER AS APPROPRIATE.
5.ENSURE THAT CHANNEL APPURTENANCES
SUCH AS CULVERT ENTRANCES BELOW
CHECK DAMS ARE NOT SUBJECT TO
DAMAGE OR BLOCKAGE FROM
DISPLACED STONE.
TOP OF SWALE
STONE NEVER TO BE
ABOVE TOP OF SWALE
TOE OF SLOPE = TOP OF
CHECK DAM
SEPARATION = X
2" MIN. - 6" MAX. STONE
SPILLWAY
MIRAFI 500X FABRIC
X =H (ft)
SLOPE (ft/ft)
1.5'
(TYP.)
18"
1/3 WIDTH
OF CHANNEL
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
E N G I N E E R I N G S U R V E Y
No. 9020
CIVILABIGAIL A.
D
E
RYSTATE O F VER
M
O
NT
PROF
E
SSIONAL
E N G INEERLICE N S E D
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
PLANNING ENVIRONMENTAL
EPSC Low Risk
Handbook Sheet 1
C8-502
03/31/2023
Shown
19-268
ALD
AAD
AAD
600 Spear
600 Spear Street
South Burlington, Vermont
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
E N G I N E E R I N G S U R V E Y
No. 9020
CIVILABIGAIL A.
D
E
RYSTATE O F VER
M
O
NT
PROF
E
SSIONAL
E N G INEERLICE N S E D
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
PLANNING ENVIRONMENTAL
EPSC Low Risk
Handbook Sheet 2
C8-503
03/31/2023
Shown
19-268
ALD
AAD
AAD
600 Spear
600 Spear Street
South Burlington, Vermont