HomeMy WebLinkAboutSD-20-24 SP-20-029 - Supplemental - 0510 Shelburne Road (25)OH OH OH OH OH OH OH OHOHOHOHOHG
SSSSW
S04°11'24"W
124.97'N84°39'50"W70.40'S02°52'32"W
25.16'N84°38'10"W140.13'N04°15'57"E149.74'TIELINES85°51'02"E37.56'TIELINE S04°07'55"W69.46'WWWWWWWS84°45'53"E139.94'S84°42'19"E69.81'S04°27'43"W
124.91'0FeetGraphicScale202040608015°±VT GridMagnetic
PROJECTLOCATIONS1-01This plat was created using pigment based ink on stable media
DescriptionRevisionsByDate#478BLAIRPARKROAD|WILLISTON,VERMONT054958028796331|WWW.TCEVT.COMTRUDELLCONSULTINGENGINEERSDate:Scale:DrawnBy:Crdfile:Sheet:SurveyedBy:GERALDM.STOCKMANNo.109298FieldBk:Project#:16/11/20MADChangeTitleUTILITYPOLEOVERHEADUTILITYLINEREINFORCINGBAR(FOUND)CONCRETEMONUMENT(FOUND)REBAR(TOBESET)IRONPIPE(FOUND)CALCULATEDPOINTOHtaxmapno.1540-00510ChamplainOilCompany,INC.v.126p.13020,943sqft0.48acLEGEND19-202THISPLATISBASEDONAFIELDSURVEYWHICHMEETSOREXCEEDSTHEMINIMUMSTANDARDSASSETFORTHBYTHEVERMONTBOARDOFLANDSURVEYORS.FIELDEVIDENCE,PERTINENTRECORDINFORMATION,ANDPAROLEEVIDENCEWASUSEDINTHECALCULATIONANDDETERMINATIONOFTHEBOUNDARIESSHOWNONTHISPLAT.ANYINCONSISTENCIESARESHOWNHEREONTOTHEBESTOFMYKNOWLEDGE.THISPLATMEETSTHEREQUIREMENTSOF27VSA1403.MARKA.DAY,L.S.#732_____________________________________________ChamplainOilCompany,Inc.&BaconStreetProperties,LLC510ShelburneRoad-SouthBurlington,VermontSubdivisionPlatHABEXISTINGBOUNDARYLINE19-20219-202HAB1"=20'09/13/19NOTES:1.THISPLATISBASEDONDEEDSRESEARCHEDINTHECITYOFSOUTHBURLINGTONLANDRECORDSANDFEATURESLOCATEDINTHEFIELDWITHATOTALSTATIONON09/12/19.2.BEARINGSAREBASEDONVERMONTSTATEPLANEGRIDNORTHESTABLISHEDWITHRTKOBSERVATIONSFROMVERMONTCORSSTATIONVTVRS.3.THESEPARCELSWERECONVEYEDTOCHAMPLAINOILCOMPANY,INC.INVOLUME126PAGE130ANDBACONSTREETPROPERTIES,LLCINVOLUME609PAGE786.4.REBARSSETARENO.5REINFORCINGBARSWITHALUMINUMCAPSSTAMPED"TCELANDSURVEYING,LLS732".5.DISTANCESARESHOWNTOTHEHUNDREDTHOFAFOOTANDBEARINGSARESHOWNTOTHESECONDFORMATHEMATICALCLOSUREPURPOSESONLY.6.ANATTEMPTHASBEENMADETOIDENTIFYORDELINEATEEASEMENTS,RIGHTSOFWAY,LEASELANDS,ENCROACHMENTS,ETC.OBSERVEDINTHEFIELDORREADILYFOUNDINTHELANDRECORDS.ADDITIONALENCUMBRANCESMAYEXISTWHICHARENOTSHOWNONTHISPLAT.7.UNDERGROUNDUTILITYLINESSHOWNAREBASEDONABOVEGROUNDSTRUCTURESANDPLANSOFRECORD.ACTUALLOCATIONOFUNDERGROUNDLINESMAYVARY.8.THERIGHTOFWAYLIMITSOFU.S.ROUTE7AREBASEDONSURVEYSOFRECORD.BACONSTREETWASDEEDEDTOTHECITYONSOUTHBURLINGTONINVOLUME543PAGE348ANDISDEPICTEDASSHOWNONPLATREFERENCE3.taxmapno.0090-00017BaconStreetProperties,LLCv.609p.7868,757sqft0.20actaxmapno.1540-00520GermaniaPropertyGroup,LLCv.975p.135mapslide548,555,589taxmapno.0090-00025JohnLarkin,INCv.1375p.324mapslides548,555,589,600taxmapno.0090-00014DeimerProperties,INC.v.479p.704mapslide67PLATREFERENCES:1."PLANOFLAND&EASEMENTS518SHELBURNESTREETSOUTHBURLINGTON,VERMONT,THOMASA.FARRELL"DATEDOCTOBER24,1959ANDRECORDEDONMAPSLIDE36INTHECITYOFSOUTHBURLINGTONLANDRECORDS.2."COUNTRYCLUBESTATES,INC.S.BURLINGTON,VERMONT,SUBDIVISIONOFSECTIONI"REVISEDAUGUST15,1926BYELIZBETHBOOTESCLARK,LANDSCAPEARCHITECTANDRECORDEDONMAPSLIDE67INTHECITYOFSOUTHBURLINGTONLANDRECORDS.3."REVISEDFINALPLATO'DELLPARKWAYPUD,FARRELLSTREETSOUTHBURLINGTON,VERMONT"DATEDJUNE20,2005LASTREVISED1-25-11BYCIVILENGINEERASSOCIATESINC.,ANDRECORDEDONMAPSLIDES#589,555,548INTHECITYOFSOUTHBURLINGTONLANDRECORDS.BACONSTREETU.S.ROUTE 7 &SHELBURNE ROAD
CATCHBASINBOLLARDFIREHYDRANTUTILITYPOLEVALVEMONITORWELL5/8"DOWN0.5'5/8"DOWN0.1'ALUMINUMCAP"LS60812"5/8"DOWN0.3'DISTUREDANDBENT4"X4"X0.6'DISTURBED5/8"FLUSH5/8"FLUSH11/2"DOWN1.5'RAILROADSPIKEFOUNDFLUSHINPAVEMENT5/8"FLUSHALUMINUMCAP"LS597"5/8"FLUSHINPAVEMNETGRAVELGRAVELPARKINGAREACONCRETEPADEXPOSEDFOUNDATIONMANHOLESIDEWALK
SEWERLINESWATERLINEWSOUTHBURLINGTONCITYCLERK'SOFFICERECEIVEDFORRECORD______________________________________A.D.202_________at_____________O'clock____________minutes________mandrecordedinSlide__________________________________Attest:_____________________________________CityClerkTELEPHONEMANHOLE50'50'WIDEACCESSEASEMENTTOFARRELLSTREETPERv.649p.566&568EDGEOFGRAVELGRAVELPAVEMENTPAVEMENTFARRELLSTREETCITYLINE OFBURLINGTONCITYLINEOFSOUTHBURLINGTON
APPROXIMATECITYLIMITSPERPLANS&PLATSOFRECORDAPPROVEDBYRESOLUTIONOFTHEDEVELOPMENTREVIEWBOARDOFTHECITYOFSOUTHBURLINGTON,VT.ONTHE______DAYOF________________________202___,SUBJECTTOTHEREQUIREMENTSANDCONDITIONSOFSAIDRESOLUTION.SIGNEDTHIS______DAYOF________________________202___,BY__________________________________________CHAIRMANORCLERK
510 SHELBURNE ROAD
SOUTH BURLINGTON, VERMONT
BACON ST. PROPERTIES, LLC
Engineer:
TRUDELL CONSULTING ENGINEERS (TCE)
478 BLAIR PARK ROAD
WILLISTON, VT 05495
(802) 879-6331
Owner/Applicant:
CHAMPLAIN OIL COMPANY &
BACON ST. PROPERTIES, LLC
C/O BRYAN CAIRNS
45 SAN REMO DRIVE
SOUTH BURLINGTON, VT 05403
Architect:
RABIDEAU ARCHITECTS
550 HINESBURG ROAD
SUITE 101
SOUTH BURLINGTON, VT 05403
PROJECT DESCRIPTION:
THE PURPOSE OF THIS PROJECT IS TO REDEVELOPE THIS FORMER GAS STATION
SITE AND CONSTRUCT A MIXED USE RETAIL AND COMMERCIAL BUILDING
AND ASSOCIATED SITE FEATURES.
LOCAL PERMITTING SUBMISSION SET
(NOT FOR CONSTRUCTION)
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
TRUDELL CONSULTING ENGINEERS
TCE PROJECT NO: 19-202
---- ISSUED 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.
TAX ID: 1540-00510
No. 8917
CIVILP
ROF
ESSIONAL E N G INEERLICE N S E DJENNIFER ANN DESA
UT
ELSSTA TE O F VER
M
ONTCITY LIGHTS
HADLEY ROAD
BACON STREET
PROPERTIES ROUTE 7 / SHELBURNE ROADF
A
R
R
E
L
L
S
T
R
E
E
T
LARKIN RESIDENTIAL
WALGREENS
BACON STREET
DRAWING INDEX
Sheet Number Sheet Title
--C0-00 COVER
C1-00 LEGEND AND NOTES
C1-01 EXISTING CONDITIONS PLAN
C1-02 DEMOLITION, REMEDIATION, & EPSC PLAN
C2-01 SITE PLAN
C4-01 STORMWATER PLAN
LA 2-01 LANDSCAPE PLAN
LA 2-02 LANDSCAPE DETAILS
LI 2-01 LIGHTING PLAN
LI 2-02 LIGHTING DETAILS
C8-01 SITE DETAILS
C8-02 SANITARY DETAILS
C8-03 SEWER & WATER DETAILS
C8-04 EROSION DETAILS
C8-05 STORMWATER & SITE DETAILS
C8-06 STORMWATER DETAILS
C8-07 EROSION, PREVENTION & SEDIMENT CONTROL
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
W
PAVED DRIVE OR ROAD
GRAVEL DRIVE OR ROAD
TOPOGRAPHIC CONTOURS
MONITOR 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
·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)
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
ENGINEERING SURVEY
No. 8917
CIVIL
PROF
ESSIONAL E N G INEERLICE N S E DJENNIFER ANN DESA
U
T
ELSSTA TE O F VER
M
ONT
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
PAVED DRIVE OR ROAD
WITH CURB
SEWER MAINS
AND SERVICES
WATER MAINS
AND SERVICES
LIQUID PROPANE
OR NATURAL GAS
UNDERGROUND UTILITY
MARBLE OR STONE
MONUMENT
TCE CONTROL POINT
MAG NAIL
TCE CONTROL POINT
STEEL REBAR
MTC OR
TRANSFORMER
OUTLET OR
END SECTION ØØØØSSèèèè124
FM
W
CD
UD
RD
FD
G
OH
UG
X
124
W
D
CD
UD
RD
FD
G
OH
UG
X ØØØØØØS S S
FM FM FM
W W W W
D D D D
CD CD CD
UD UD UD
RD RD RD
FD FD FD
G G G G
OH OH OH
UG UG UG
X X X X X X
FM
D
W W
CONSTRUCTION NOTES FOR CONTRACTOR & CLIENT/OWNER:
1.CONTRACT DOCUMENTS: THESE PLANS WERE PREPARED BY TRUDELL CONSULTING ENGINEERS (TCE) AND ARE INTENDED TO BE USED IN CONJUNCTION WITH THE STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT, #C-700 PREPARED BY THE ENGINEERS JOINT
CONTRACT DOCUMENTS COMMITTEE (EJCDC), LATEST EDITION. COPIES ARE AVAILABLE AT WWW.NSPE.ORG/EJCDC.
2.UNDERGROUND IMPROVEMENTS: THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS SHOWN ARE ASSUMED BASED ON RESEARCH, UTILITY PLANS PROVIDED BY OTHERS, AND/OR SURFACE EVIDENCE AVAILABLE AND WERE OBTAINED IN A MANNER
CONSISTENT WITH THE ORDINARY STANDARD OF PROFESSIONAL CARE AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE DESIGN ENGINEER.
3.DIFFERING SUBSURFACE OR PHYSICAL CONDITIONS: IF CONTRACTOR BELIEVES THAT ANY SUBSURFACE OR PHYSICAL CONDITION AT OR CONTIGUOUS TO THE SITE THAT IS UNCOVERED OR REVEALED EITHER: (1) IS OF SUCH A NATURE AS TO ESTABLISH THAT ANY “TECHNICAL DATA”
ON WHICH CONTRACTOR RELIED IS MATERIALLY INACCURATE; OR (2) IS OF SUCH A NATURE AS TO REQUIRE A CHANGE IN THE PLANS/CONTRACT DOCUMENTS; OR (3) DIFFERS MATERIALLY FROM THAT SHOWN OR INDICATED IN THE PLANS/CONTRACT DOCUMENTS; OR (4) IS OF
AN UNUSUAL NATURE, AND DIFFERS MATERIALLY FROM CONDITIONS ORDINARILY ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THE PLANS/CONTRACT DOCUMENTS; THEN CONTRACTOR SHALL, PROMPTLY AFTER
BECOMING AWARE THEREOF AND BEFORE FURTHER DISTURBING THE SUBSURFACE OR PHYSICAL CONDITIONS OR PERFORMING ANY WORK IN CONNECTION THEREWITH (EXCEPT IN AN EMERGENCY), NOTIFY OWNER AND ENGINEER ABOUT SUCH CONDITION. CONTRACTOR SHALL
NOT FURTHER DISTURB SUCH CONDITION OR PERFORM ANY WORK IN CONNECTION THEREWITH (EXCEPT AS AFORESAID) UNTIL RECEIPT OF WRITTEN ORDER TO DO SO. ALL PARTIES INVOLVED (OWNER, ENGINEER, ARCHITECT AND MUNICIPALITY IF APPLICABLE) SHALL AGREE UPON
HOW TO PROCEED AND ANY RELATED COST IMPLICATIONS.
4.UTILITIES: PRIVATE AND PUBLIC UTILITIES SUCH AS ELECTRIC, TELEPHONE, GAS, CABLE, FIBER OPTIC ETC. ARE THE RESPONSIBILITY OF THE RESPECTIVE UTILITY COMPANY. ANY INFORMATION SHOWN BY TCE SHOULD BE CONSIDERED PRELIMINARY (USUALLY TO ASSIST WITH PERMITTING.)
FINAL DESIGN, CONSTRUCTION AND MAINTENANCE ARE THE RESPONSIBILITY OF RESPECTIVE UTILITY COMPANIES. COMPLIANCE WITH EASEMENTS AND REGULATIONS (STATE AND LOCAL) ARE THE RESPONSIBILITY OF RESPECTIVE UTILITY COMPANY.
5.DIGSAFE: IN ACCORDANCE WITH VERMONT STATE LAW (VSA TITLE 30 CHAPTER 86 AND PSB RULE 3,800) THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT DIGSAFE SYSTEMS, INC. “DIGSAFE.” AT LEAST 48 HOURS , EXCLUDING SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS,
BUT NOT MORE THAN 30 DAYS BEFORE COMMENCING EXCAVATION ACTIVITIES, EXCEPT IN AN EMERGENCY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRE-MARKING THE SITE AND MAINTAINING DESIGNATED MARKINGS. FOR MORE INFORMATION ON DIGSAFE
REQUIREMENTS SEE WWW.DIGSAFE.COM.
6.JOBSITE SAFETY: NEITHER THE PROFESSIONAL ACTIVITIES OF TRUDELL CONSULTING ENGINEERS (TCE), NOR THE PRESENCE OF TCE OR ITS EMPLOYEES AND SUB CONSULTANTS AT A CONSTRUCTION SITE, SHALL RELIEVE THE GENERAL CONTRACTOR AND ANY OTHER ENTITY OF THEIR
OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, SUPERINTENDING OR COORDINATING ALL PORTIONS OF THE WORK OF CONSTRUCTION
IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES. TCE AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR OTHER ENTITY
OR THEIR EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PRECAUTIONS. THE CLIENT AGREES THAT THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOBSITE SAFETY, AND WARRANTS THAT THIS INTENT SHALL BE MADE EVIDENT IN THE CLIENT'S
AGREEMENT WITH THE GENERAL CONTRACTOR. THE CLIENT ALSO AGREES THAT THE CLIENT, TCE AND TCE'S CONSULTANTS SHALL BE INDEMNIFIED AND SHALL BE MADE ADDITIONALLY INSURED UNDER THE GENERAL CONTRACTOR'S GENERAL LIABILITY INSURANCE POLICY.
7.CODES AND STANDARDS COMPLIANCE: TCE SHALL EXERCISE USUAL AND CUSTOMARY PROFESSIONAL CARE IN ITS EFFORTS TO COMPLY WITH CODES, STANDARDS, REGULATIONS AND ORDINANCES IN EFFECT. THE OWNER ACKNOWLEDGES THAT SUCH REQUIREMENTS MAY BE
SUBJECT TO VARIOUS AND CONTRADICTORY INTERPRETATIONS. TCE, THEREFORE, WILL USE ITS REASONABLE PROFESSIONAL EFFORTS AND JUDGMENT TO INTERPRET APPLICABLE REQUIREMENTS AS THEY APPLY TO THE PROJECT. TCE, HOWEVER, CANNOT AND DOES NOT WARRANT
OR GUARANTEE THAT THE PROJECT WILL COMPLY WITH ALL INTERPRETATIONS OF SUCH REQUIREMENTS.
8.CONSTRUCTION OBSERVATION: TCE MAY VISIT THE PROJECT AT APPROPRIATE INTERVALS DURING CONSTRUCTION TO BECOME GENERALLY FAMILIAR WITH THE PROGRESS AND QUALITY OF THE CONTRACTOR'S WORK AND TO DETERMINE IF THE WORK IS PROCEEDING IN GENERAL
ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE OWNER HAS NOT RETAINED TCE TO MAKE DETAILED INSPECTIONS OR TO PROVIDE EXHAUSTIVE OR CONTINUOUS PROJECT REVIEW AND OBSERVATION SERVICES. TCE DOES NOT GUARANTEE THE PERFORMANCE OF, AND
SHALL NOT HAVE RESPONSIBILITY FOR, THE ACTS OR OMISSIONS OF ANY CONTRACTOR, SUB-CONTRACTOR, SUPPLIER OR ANY OTHER ENTITY FURNISHING MATERIALS OR PERFORMING ANY WORK ON THE PROJECT. TCE SHALL NOT SUPERVISE, DIRECT OR HAVE CONTROL OVER THE
CONTRACTOR'S WORK NOR HAVE ANY RESPONSIBILITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OF THE CONTRACTOR. IF THE OWNER DESIRES MORE EXTENSIVE PROJECT OBSERVATION OR FULL-TIME PROJECT REPRESENTATION, THE
OWNER SHALL REQUEST SUCH SERVICES BE PROVIDED BY TCE AS ADDITIONAL SERVICES.
9.THE 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.
Legend and Notes
C1-00
06/04/2020
N/A
19-202
RMP
JAD
348
Bacon St. Properties,
LLC
510 Shelburne Road
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.
TAX ID: 1540-00510
SEWER, STORM OR TELEPHONE MANHOLE
(SMH/STMH/TMH)
TELEPHONE OR TELEVISION PEDESTAL
(TEL-PED/TV-PED)
ADJOINING PROPERTY LINE
WELL CONE /
WASTEWATER CONE OF INFLUENCE
SIGN
VFSL
xx"/xx"
TP-
P-
XXMIN./IN.
SURVEY
FDFDFD
OHOHOHOHOHOHOH
OH
OH
OH
OH
OH
OHUG
UGUGUGUGUGUG
GGG
W
W
W
W
W
W
W
SSSStax map no.
1540-00520
Germania Property
Group, LLC
v. 975 p. 135
map slide 548, 555,
589
tax map no.
0090-00025
John Larkin, INC
v. 1375 p. 324
map slides 548, 555,
589, 600
tax map no.
0090-00014
Deimer Properties,
INC.
v. 479 p. 704
map slide 67
BACON STREET
U.S. ROUTE 7 & SHELBURNE ROADGRAVEL
GRAVEL
GRAVEL PARKING AREA
CONCRETE
PAD
EXPOSED
FOUNDATION
EXISTING SIDEWALKMW
MW
MW
18" WHITE PINE
S
S
S
"BACON STREET"
SIGN
"STOP"
SIGN
4" CAST IRON
CLEANOUTS15" CLAY10" CLAY
SMH
R=207.75
iOUT=201.7 (15")N
iIN=201.8 (10")E
CONCRETE
MW
MW
MW
MW
ELEC. METER SERVICE
GRAVEL
PAVEMENT
GRAVEL
FFE=210.88
FFE=211.44
FLUSH CURB
PAVEMENT
PAVEMENT
PAVEMENT
DMH
R=210.29
iOUT=205.4± (10" PVC)N
iIN=205.4± (18" HDPE)E
SUMP @ 204.45
D
DDTELEPHONE
PEDESTAL
CB
R=209.74
iIN=205.74 (15" HDPE)E
iIN=205.72 (18" HDPE)S
iOUT=205.59 (18" HDPE)W
SUMP @ 204.2
CB
R=209.97
i=207.77 (12" CMP)
SUMP @ 206.37
CB
R=210.55
iOUT=206.25 (20" HDPE)
SUMP @ 205.45
D
D
4" PVC CLEANOUT
R=210.45
i=204.5
12" CMP18" HDPE10" PVC20" HDPE
6" HDPE
6" HDPE
SMH
R=210.39
iIN=203.47 (4" PVC)N
iIN=203.4E
iIN=203.4±S
iOUT=203.37 (10" PVC)W4" PVC10" PVC
CB
R=208.93
iIN=206.53 (8" PVC)S
iOUT=206.53 (8" PVC)W
SUMP @ 205.38
8" PVC8" PVC
CB
R=208.78
i=206.93 (8" PVC)
SUMP @ 205.9
SMH
R=209.48
iIN=202.11 (10" PVC)E
iIN=202.13 (8" PVC)N
iOUT=202.08 (10" PVC)WS8" PVCSMH
R=209.91
DMH
R=211.87
SMH
R=211.60
CB
R=210.29
CB
R=207.01
i=204.51 (6")
SUMP @ 204.0
CURB
STOP
(BROKEN)CB
R=209.75
i=206.75 (6" HDPE)
SUMP @ 206.6
UG
UG
APPROXIMATE LOCATION OF UNDERGROUND
STORM SEWER BASED ON CITY OF BURLINGTON
MAPPING - NOT FIELD VERIFIED
W10" PVC
15
"
H
D
P
E
18" HDPE
50' WIDE
ACCESS EASEMENT
TO FARRELL STREET
211
211
209208208209
211
211
211
212
212211210210
210
210
210
210210PROJECT TBM
TOP NORTH
B.BOLT "X"
ELEV.=212.11
BOUNDARY LINE TO BE DISSOLVEDPOLE 16-30
34308
THREE PHASE
POLE 15
34306
SINGLE PHASE
POLE 13
102378
POLE 1
34309
THREE PHASE
UGW
OHOHD
D
D
D
DDDDDDDAPPROXIMATE LOCATION OF
UNDERGROUND STORM
SEWER BASED ON CITY OF
BURLINGTON MAPPING - NOT
FIELD VERIFIED
6" WATER MAIN
GRAVEL
21
0 209209
CB
R=207.32
(4) 3" BIRCHES
4" BALSAM FIR
4" SPRUCE
4" BALSAM FIR
6"
6" MAPLE
3
BUSHES
(4) 3" BIRCHES
4" BALSAM FIR
4" BALSAM FIR
(4) 3" BIRCHES
(4) 3" BIRCHES
(4) 2"
BIRCHES
4" SPRUCE
6" MAPLE
TELEPHONE
MANHOLE
SUMP @ 199.16
APPROX.
LOCATION
EXISTING
FLOOR DRAIN
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
ENGINEERING SURVEY
No. 8917
CIVIL
PROF
ESSIONAL E N G INEERLICE N S E DJENNIFER ANN DESA
U
T
ELSSTA TE O F VER
M
ONT
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
0
Feet
Graphic Scale
20 20 40 60 80
15°±VT GridMagneticTAX ID: 1540-00510
Existing Conditions
Plan
C1-01
02/24/2020
1" = 20'
19-202
RMP
JAD
348
Bacon St. Properties,
LLC
510 Shelburne Road
South Burlington, Vermont
EXISTING CONDITIONS NOTES:
1.THE PURPOSE OF THE EXISTING CONDITIONS PLAN IS TO DEPICT READILY APPARENT PERTINENT EXISTING
CONDITIONS AS OF 09/12/2019 AND 04/27/2020.
2.BEARINGS SHOWN ARE BASED UPON VERMONT GRID NORTH.
3.VERTICAL DATUM IS BASED ON NAVD88 (GEIOD 12). A RTK WAS EMPLOYED FOR THESE OBSERVATIONS FROM
VERMONT CORS STATION VTVRS.
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).
6.
7.PERIMETER BOUNDARIES SHOWN HEREON BASED ON A BOUNDARY PLAT FOR CHAMPLAIN OIL COMPANY, INC.
& BACON STREET PROPERTIES, LLC. DATED 09/13/2019.
PROJECT LOCATION1
1
2
2
3
4
3
4
5
5
6
6
7
7
8
8
9
9
10
10
FDFDFDFDFD
FDOHOHOHOHOHOHOHOHOHOHOHOHOHOHOH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OHUGUG
GGGGGWG G G
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SSSSSSSSStax map no. 1540-00520
Germania Property
Group, LLC
v. 975 p. 135
map slide 548, 555, 589
John Larkin, INC
v. 1375 p. 324
map slides 548, 555,
tax map no.
0090-00014
Deimer Properties,
INC.
v. 479 p. 704
map slide 67
BACON STREET
U.S. ROUTE 7 & SHELBURNE ROADGRAVEL
GRAVEL
GRAVEL PARKING AREA
CONCRETE PAD
EXPOSED
FOUNDATION
EXISTING SIDEWALKMW
MW
MW
S
S
S
S
S
S
"BACON STREET"
SIGN
"STOP"
SIGN
4" CAST IRON
CLEANOUTSS15" CLAY10" CLAY
D
WSMH
R=207.75
iOUT=201.7 (15")N
iIN=201.8 (10")E
CONCRETE
MW
MW
MW
MW
ELEC. METER SERVICE
GRAVEL
PAVEMENT
GRAVEL
FFE=210.88
FFE=211.44
FLUSH CURB
PAVEMENT
PAVEMENT
PAVEMENT
DMH
R=210.29
iOUT=205.4± (10" PVC)N
iIN=205.4± (18" HDPE)E
SUMP @ 204.45
D
D
DCB
R=209.74
iIN=205.74 (15" HDPE)E
iIN=205.72 (18" HDPE)S
iOUT=205.59 (18" HDPE)W
SUMP @ 204.2
CB
R=210.55
iOUT=206.25 (20" HDPE)
SUMP @ 205.45
D
4" PVC CLEANOUT
R=210.45
i=204.5
10" PVC6" HDPE
6" HDPE
SMH
R=210.39
iIN=203.47 (4" PVC)N
iIN=203.4E
iIN=203.4±S
iOUT=203.37 (10" PVC)W 4" PVCS10" PVCDD
CB
R=208.93
iIN=206.53 (8" PVC)S
iOUT=206.53 (8" PVC)W
SUMP @ 205.38
8" PVC8" PVC
CB
R=208.78
i=206.93 (8" PVC)
SUMP @ 205.9
SMH
R=209.48
iIN=202.11 (10" PVC)E
iIN=202.13 (8" PVC)N
iOUT=202.08 (10" PVC)WSSS8" PVCR=209.91
DMH
R=211.87
SMH
R=211.60
CB
R=207.01
i=204.51 (6")
SUMP @ 204.0
CURB
STOP
(BROKEN)
CB
R=209.75
i=206.75 (6" HDPE)
SUMP @ 206.6
UG
UG
UG
UG
UG
WWWWWWWWWWWWW10" PVC
15
"
H
D
P
E
18" HDPE
50' WIDE
ACCESS EASEMENT
TO FARRELL STREET
211211
209208208209
211
211
211
212210210
210
210
210
210210PROJECT TBM
TOP NORTH B.BOLT "X"
ELEV.=212.11
BOUNDARY LINE TO BEDISSOLVEDPOLE 16-30
34308
THREE PHASE
POLE 15
34306
SINGLE PHASE
POLE 1
34309
THREE PHASE
WWD
D
D
D
D
D
D
D
DDDDDDDDDDDDDDDAPPROXIMATE LOCATION OF
UNDERGROUND STORM
SEWER BASED ON CITY OF
BURLINGTON MAPPING - NOT
FIELD VERIFIED
6" WATER MAIN
CHAINLINK
CONSTRUCTION
FENCE
SCESTABILIZED CONSTRUCTION ENTRANCE
ALL GRAVEL AND
PAVEMENT SURFACING
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
GRAVEL
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
EXISTING BUILDING,
CURBING, & ASSOCIATED
STRUCTURE TO BE REMOVED
EXISTING UNDERGROUND
WATER AND POWER TO BE
CUT/CAPPED & ABANDONED
21
0 209209
TO BE REMOVED(4) 3" BIRCHES
4" BALSAM FIR
TO BE REMOVED
TO BE REMOVED
TELEPHONE
MANHOLE
SUMP @
199.16
APPROX. LOCATION
EXISTING FLOOR DRAIN
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
ENGINEERING SURVEY
No. 8917
CIVIL
PROF
ESSIONAL E N G INEERLICE N S E DJENNIFER ANN DESA
U
T
ELSSTA TE O F VER
M
ONT
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
0
Feet
Graphic Scale
10 10 20 30 40
15°±VT GridMagneticTAX ID: 1540-00510
Demolition,
Remediation, &
EPSC Plan
C1-02
06/04/2020
RMP
19-202
rmp
JAD
348
Bacon St. Properties,
LLC
510 Shelburne Road
South Burlington, Vermont
NOTE:
1.CONTRACTOR TO ABIDE BY
REGULATIONS REGARDING
CONTAMINATED SOILS FROM PRIOR
SITE USE. REFER TO KAS CONSULTING
FOR ENVIRONMENTAL/SOILS
REMEDIATION PLAN. CORRECTIVE
ACTION PLAN (CAP) AND SHORT AND
LONG TERM SOILS MONITORING TO
BE APPROVED BY THE VERMONT
DEPARTMENT OF ENVIRONMENTAL
CONSERVATION.
OHOHOHOHOHOHOHOHOHOHOHOHOHOHOH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OHUGUG
GGGGGWG G G
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SSSSSSSSStax map no. 1540-00520
Germania Property
Group, LLC
v. 975 p. 135
map slide 548, 555, 589
John Larkin, INC
v. 1375 p. 324
map slides 548, 555,
tax map no.
0090-00014
Deimer Properties,
INC.
v. 479 p. 704
map slide 67
S
S
S
S
S
S
"BACON STREET"
SIGN
"STOP"
SIGNS15" CLAY10" CLAY
D
WSMH
R=207.75
iOUT=201.7 (15")N
iIN=201.8 (10")E
DMH
R=210.29
iOUT=205.4± (10" PVC)N
iIN=205.4± (18" HDPE)E
SUMP @ 204.45
D
D
DCB
R=209.74
iIN=205.74 (15" HDPE)E
iIN=205.72 (18" HDPE)S
iOUT=205.59 (18" HDPE)W
SUMP @ 204.2
CB
R=210.55
iOUT=206.25 (20" HDPE)
SUMP @ 205.45
D
10" PVC6" HDPE
6" HDPE
SMH
R=210.39
iIN=203.47 (4" PVC)N
iIN=203.4E
iIN=203.4±S
iOUT=203.37 (10" PVC)W 4" PVCS10" PVCDD
CB
R=208.93
iIN=206.53 (8" PVC)S
iOUT=206.53 (8" PVC)W
SUMP @ 205.38
8" PVC8" PVC
CB
R=208.78
i=206.93 (8" PVC)
SUMP @ 205.9
SMH
R=209.48
iIN=202.11 (10" PVC)E
iIN=202.13 (8" PVC)N
iOUT=202.08 (10" PVC)WSSS8" PVCR=209.91
DMH
R=211.87
SMH
R=211.60
CB
R=207.01
i=204.51 (6")
SUMP @ 204.0
CB
R=209.75
i=206.75 (6" HDPE)
SUMP @ 206.6
10" PVC
15
"
H
D
P
E
18" HDPE
50' WIDE
ACCESS EASEMENT
TO FARRELL STREET209208208 209
211
211
211
212210210
210
210
210
210210PROJECT TBM
TOP NORTH B.BOLT "X"
ELEV.=212.11
POLE 16-30
34308
THREE PHASE
POLE 15
34306
SINGLE PHASE
POLE 1
34309
THREE PHASE
WWD
D
D
D
D
D
D
D
DDDDDDDDDDDDDDDAPPROXIMATE LOCATION OF
UNDERGROUND STORM
SEWER BASED ON CITY OF
BURLINGTON MAPPING - NOT
FIELD VERIFIED
6" WATER MAIN
21
0 209209
TELEPHONE
MANHOLE
SUMP @
199.16
211.65
8
9
5
3
10'SETBACK20' SETBACK
10'SETBACK30' SETBACK20'SETBACKPROPOSED "DO
NOT ENTER" SIGN
OFF-SITE PARALLEL
PARKING
D18'
CONCRETE CURB
TC 211.30
BC 210.80 TC 211.45
BC 210.95
TC 211.73
BC 211.23
FLUSH
CURB
TC 211.73
BC 211.23WWWW
1000 GALLON HEAVY
DUTY GREASE TRAP
6" iIN = 206.0
6"iOUT = 205.75
UG
UG
UG
FLUSH CURB
FLUSH CURB
CONCRETE CURB
DETECTABLE
WARNING
(TYPICAL)
BACON STREET
U.S. ROUTE 7 / SHELBURNE ROADOUTDOOR
SEATING &
PATIO
SLIP LANE PROPOSED SIDEWALKPROPOSED SIDEWALK PROPOSEDSIDEWALK211.40
3.75%
2%
210.35 211.50
211.85
2%
2%
1%
1.5%
211.85
1.5%4" C900 WATER LINENEW 3 PHASE
TRANSFORMER
211.60
211.1
211.90
PROPOSED BUILDING
4,930 SF
FINISHED FLOOR
ELEVATION = 211.90DDDDDD D D
RDRDRDD
D
D
D D
D
D
D
D
D
D
D
D
D
D
D6" SDR35 SEWER S = 14"/FT6" BLD iOUT = 207.5
6" iIN = 202.2
5
DDDDDSIDEWALK TO MEET
EXISTING GRADE
±3%
±1.6%
211.85
211.85
1.5%
±1.6%
TC 211.73
BC 211.23
211.85
211.90
211.90
211.85
211.65
211.85
2%
211.50
209.50
210.40
8
1%
210.40
210.40
209
210211
211
211
21121
1211210210
210
210
10'
SETBACK
210209
2
1
1
13'211 ++++++++++++++++++++++++++++++++++++++++++
SNOW STORAGE
(TYPICAL)
PROPOSED DUMPSTER
ON 8.5' x 12' CONCRETE PAD
WITH SCREEN FENCING
SSSSSSSSSSSSSS
S
S
S
CO D
RDRDRDRDRDRDRDRDRD211DDDD49.21'101.21'FLUSH
CURB
PROPOSED SMH
6" iIN = 205.35
6" iOUT = 205.25
20" HIGH SEAT WALL WITH CAP
3 BIKE RACKS
210.30
210.30
PROPOSED
LIGHTED BOLLARD
(TYPICAL)
HELIO M30/K4 SECURITY BOLLARD,
SERIES 900, NON-ILLUMINATED
(TYPICAL)
UD
UD
UDUDUD210
0
Feet
Graphic Scale
10 10 20
15°±VT GridMagneticSheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
ENGINEERING SURVEY
No. 8917
CIVIL
PROF
ESSIONAL E N G INEERLICE N S E DJENNIFER ANN DESA
U
T
ELSSTA TE O F VER
M
ONT
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
TAX ID: 1540-00510
Site Plan
C2-01
06/04/2020
1" = 10'
19-202
RMP
JAD
348
Bacon St. Properties,
LLC
510 Shelburne Road
South Burlington, Vermont
ZONING DISTRICT INFORMATION:
ZONING DISTRICT:C1 R15
OVERLAY DISTRICT:URBAN DESIGN (UDO)/PRIMARY NODE
TRANSIT DISTRICT
TRAFFIC DISTRICT / ZONE 1
SETBACKS
FRONT YARD:20 FT PER UDO
(SHELBURNE ROAD & BACON STREET)
SIDE YARD:10 FT
REAR YARD:30 FT
LOT COVERAGE:70% MAX.
BLDG COVERAGE:40% MAX.
LOT SIZE:40,000 SF MIN.
HEIGHT REQ'S:2 STORIES MIN.
PLAN INFORMATION:
EXISTING
LOT SIZE:29,700 SF / 0.68 AC
(BOTH LOTS COMBINED)
BLDG COVERAGE:1,981 SF / 0.05 AC OR ±6.67%
OVERALL LOT COVERAGE:±26,576 SF / 0.61 AC OR ±89.5%
FRONT YARD:
SHELBURNE ROAD:±2,995 SF / 0.07 AC OR 98.6%
BACON STREET:±2,644 SF / 0.06 AC OR 69.7%
PROPOSED
LOT SIZE:29,700 SF / 0.68 AC
(BOTH LOTS COMBINED)
BLDG COVERAGE:4,930 SF / 0.11 AC OR ±16.6%
OVERALL LOT COVERAGE:±23,610 SF / 0.54 AC OR ±79.5%
FRONT YARD:
SHELBURNE ROAD:±1,328 SF / 0.03 AC OR 44.3%
BACON STREET:±3,000 SF / 0.07 AC OR 79.1%
HEIGHT:3 STORIES
PARKING:36 SPACES (ON-SITE)
3 SPACES (OFF-SITE BACON ST.)
LOT INFORMATION:
TAX MAP NO. 1540-00510
CHAMPLAIN OIL COMPANY, INC.
V. 126 P 130
20,943 SF / 0.48 AC
TAX MAP NO. 0090-00017
BACON STREET PROPERTIES, LLC
V. 609 P 786
8,757 SF / 0.20 AC
OHOHOHOHOHOHOHOHOHOHOHOHOHOH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OHUGUG
GGGGGWG G G
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SSSSSSSSStax map no. 1540-00520
Germania Property
Group, LLC
v. 975 p. 135
map slide 548, 555, 589
tax map no.
0090-00025
John Larkin, INC
v. 1375 p. 324
map slides 548, 555,
589, 600
tax map no.
0090-00014
Deimer Properties,
INC.
v. 479 p. 704
map slide 67
S
S
S
S
S
S
"BACON STREET"
SIGN
"STOP"
SIGNS15" CLAY10" CLAY
D
WSMH
R=207.75
iOUT=201.7 (15")N
iIN=201.8 (10")E
DMH
R=210.29
iOUT=205.4± (10" PVC)N
iIN=205.4± (18" HDPE)E
SUMP @ 204.45
D
D
DCB
R=209.74
iIN=205.74 (15" HDPE)E
iIN=205.72 (18" HDPE)S
iOUT=205.59 (18" HDPE)W
SUMP @ 204.2
CB
R=210.55
iOUT=206.25 (20" HDPE)
SUMP @ 205.45
D
D
10" PVC6" HDPE
6" HDPE
SMH
R=210.39
iIN=203.47 (4" PVC)N
iIN=203.4E
iIN=203.4±S
iOUT=203.37 (10" PVC)W 4" PVCSS10" PVCDD
CB
R=208.93
iIN=206.53 (8" PVC)S
iOUT=206.53 (8" PVC)W
SUMP @ 205.38
8" PVC8" PVC
CB
R=208.78
i=206.93 (8" PVC)
SUMP @ 205.9
SMH
R=209.48
iIN=202.11 (10" PVC)E
iIN=202.13 (8" PVC)N
iOUT=202.08 (10" PVC)WSSS8" PVCDMH
R=211.87
SMH
R=211.60
CB
R=207.01
i=204.51 (6")
SUMP @ 204.0
CB
R=209.75
i=206.75 (6" HDPE)
SUMP @ 206.6
10" PVC
15
"
H
D
P
E
18" HDPE
50' WIDE
ACCESS EASEMENT
TO FARRELL STREET209208208 209
211
211
211
212210210
210
210
210
210210PROJECT TBM
TOP NORTH B.BOLT "X"
ELEV.=212.11
POLE 16-30
34308
THREE PHASE
POLE 15
34306
SINGLE PHASE
POLE 1
34309
THREE PHASE
WWD
D
D
D
D
D
D
D
DDDDDDDDDDDDDDDAPPROXIMATE LOCATION OF
UNDERGROUND STORM
SEWER BASED ON CITY OF
BURLINGTON MAPPING - NOT
FIELD VERIFIED
6" WATER MAIN
21
0 209209
TELEPHONE
MANHOLE
SUMP @
199.16
211.65 DCONCRETE CURB
TC 211.30
BC 210.80 TC 211.45
BC 210.95
TC 211.73
BC 211.23
FLUSH
CURB
TC 211.73
BC 211.23WWWWUG
UG
UG
FLUSH CURB
FLUSH CURB
CONCRETE CURB
BACON STREET
U.S. ROUTE 7 / SHELBURNE ROAD211.40
3.75%
2%
210.35 211.50
211.85
2%
2%
1%
1.5%
211.85
1.5%4" C900 WATER LINENEW 3 PHASE
TRANSFORMER
211.60
211.1
211.90
FILTERRA FTPD-G 6'X10' VAULT
GRATE = 210.3
12" iOUT = 206.2
DD
D
D DD D DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDD
DDDD
D
D
D DDDDDDDDDD
D DDDDDDDDDDPROPOSED BUILDING
4,930 SF
FINISHED FLOOR
ELEVATION = 211.90DDDDDD D D
RAIN GUARDIAN TURRET
GRATE = 210.5
OUTLET = 209.63 RDRDRD6" HDPE S=0.006FT/FT
STMH
12" iIN = 206.1
12" iOUT = 206.1
D
18" iIN = 205.4
STMH
18" iOUT = 205.55
15"iIN (E) = 205.6
12" iIN (S) = 205.9
12" iIN (N) = 205.8
OUTLET CONTROL STRUCTURE
36" DIAMETER
12" GRATE = 209.5
6" iIN = 206.25
12"iOUT = 206.1518" HDPE
S=0.004FT/FT
D
D
D D
D
D
D
D
D
D
D
D
D
D
D
15" HDPE S=0.0031FT/F
T
STMH
15" iOUT (W)= 205.85
15"iIN (E) = 205.90
12" iIN (S) = 205.90
15"
H
D
P
E
S
=
0.0
0
3FT/FTDDDDDSTMH
12" iIN (2) = 206.05
15" iOUT = 206.05
6" HDPE ROOF DRAIN
6" iOUT = 210.0
OUTLET CONTROL STRUCTURE
36" DIAMETER
12" GRATE = 210.5
6" iIN = 206.4
12"iOUT = 206.3
BIORETENTION AREA #1
TOP OF MULCH AT 209.25
BIORETENTION AREA #2
TOP OF MULCH AT 209.0
±3%
±1.6%
211.85
211.85
1.5%
±1.6%
TC 211.73
BC 211.23
211.85
211.90211.90
211.85
211.65
211.85
2%
211.50
209.50
210.40
1%
210.40
210.40209210211
211
211
21121
1211210210
210
210
210209
2
1
1
211
S SSSSSSSSSSSSFILTERRA FTPD-G
6'X12' VAULT
GRATE = 210.3
12" iOUT = 206.2
S
S
S
S
D
RDRDRDRDRDRDRDRDRD211DDDDPEASTONE DIAPHRAM
FLUSH
CURB
20" HIGH SEAT WALL WITH CAP
3 BIKE RACKS
210.30
210.30
PROPOSED
LIGHTED BOLLARD
(TYPICAL)
HELIO M30/K4 SECURITY BOLLARD,
SERIES 900, NON-ILLUMINATED
(TYPICAL)
YARD DRAIN
12" RIM = 211.5
6" iOUT = 210.0
YARD DRAIN
12" RIM = 211.0
6"iIN = 209.6
6" iOUT = 209.5
6" iOUT = 209.3
6" iOUT = 209.75
ROOF DRAINS FROM 3RD
STORY ROOF TO BE ROUTED
TO BIRETENTION AREA #1
ROOF DRAINS FROM TERRACE
ROOF TO BE ROUTED TO
BIRETENTION AREA #2
UD
UD
UD
6" UNDERDRAIN (SEE DETAIL)
CLEANOUT (TYPICAL)UDUD2100
Feet
Graphic Scale
10 10 20
15°±VT GridMagneticSheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
ENGINEERING SURVEY
No. 8917
CIVIL
PROF
ESSIONAL E N G INEERLICE N S E DJENNIFER ANN DESA
U
T
ELSSTA TE O F VER
M
ONT
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
TAX ID: 1540-00510
Stormwater Plan
C4-01
06/04/2020
1" = 10'
19-202
RMP/CMJ
JAD
348
Bacon St. Properties,
LLC
510 Shelburne Road
South Burlington, Vermont
PROPOSED CONNECTION TO
MUNICIPAL STORM SEWER
DRAINAGE
AREA #4
DRAINAGE
AREA #3
DRAINAGE
AREA #2 DRAINAGE
AREA #1
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
ENGINEERING SURVEY
No. 8917
CIVIL
PROF
ESSIONAL E N G INEERLICE N S E DJENNIFER ANN DESA
U
T
ELSSTA TE O F VER
M
ONT
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
SD-001
1" = 1'
LAST REVISED 11/21/2019TRUDELL CONSULTING ENGINEERS
TYPICAL BITUMINOUS PAVEMENT
A
C
B
D
RESIDENTIAL
6
12
2-1/2
1-1/2
6
12
2
1
PARKING LOTS
THICKNESS (INCHES)
ROADS PRIVATE
2
COMMERCIAL
6
18
3
2
N/A
12
4
2 1/2
18
6
1 1/2
COMMERCIALRESIDENTIAL
6 6666E
NOTES:
1.SUBBASE, SAND CUSHION AND SUBGRADE SHOULD BE CONSTRUCTED AND COMPACTED TO THE DIMENSIONS SHOWN IN
ACCORDANCE WITH VERMONT AGENCY OF TRANSPORTATION SPECIFICATIONS, STANDARD A-76. WHERE MORE STRINGENT
LOCAL ORDINANCES HAVE BEEN ADOPTED RELATIVE TO ROAD DIMENSIONS AND CONSTRUCTION, THEY SHOULD GOVERN.
2.COMPACT ALL SUBBASE MATERIALS TO 95% MAXIMUM DENSITY (STANDARD PROCTOR).
3.IF GROUNDWATER OR SOFT SPOTS ARE ENCOUNTERED CONTACT THE ENGINEER TO DISCUSS ADDED MEASURES SUCH AS
UNDERDRAIN. SLOPE SUBBASE TO UNDERDRAIN LOW POINTS.
DRIVEWAYS
SECTION
WEARING COURSE (TYPE III) (VAOT 406)
BASE COURSE (TYPE II) (VAOT 406)
CRUSHED GRAVEL (VAOT 704.05A FINE)
GRAVEL BASE (VAOT 704.04) OR
CRUSHED GRAVEL (VAOT 704.05A
COARSE)
MIRAFI 500X STABILIZATION FABRIC
INSTALLATION IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS
6" SAND BORROW AND CUSHION TO BE
USED IN POORLY DRAINED SOILS OR
OVER BEDROCK FOR ROADS AND
SIDEWALKS (VAOT 703.03)
UNDISTURBED SUBGRADE
OR COMPACTED FILL
A
B
C
D
E
SD-013
1"=1-0'
LAST REVISED 07/18/20132013 TRUDELL CONSULTING ENGINEERS
REINFORCED CONCRETE PAD
6" CLASS A CONCRETE SLAB, BROOM FINISH
#5 REINFORCING BARS 12" O.C. BOTH WAYS,
3" CLEAR
12" BANK RUN GRAVEL
COMPACTED SUBBASE
SD-016LAST REVISED 03/21/20132013 TRUDELL CONSULTING ENGINEERS
TRASH DUMPSTER ENCLOSURE
10'0"
8'0" OPENING
1"=4'0"
1"=4'0"
FRONT ELEVATION
SILL5.5"1"=1'0"
SIDING DETAIL
1"=4'0"
TYPICAL ELEVATION
LATCH
PLAN 3.5" 1"=4'0"
SECTION
2"X4" FRAME
1"X8" PINE CAP
GATES 1/2" MDO BOARD
1'X4" TRIMSTRAP HINGE
BOLT THROUGH
FRAME
5" CONCRETE SLAB
REINFORCED WELDED WIRE
FABRIC WWF W2.1 X W2.1
CLASS B CONCRETE 12" BASE
OF CRUSHER RUN COMPACTED
TO .9 PROCTOR
1"X6" #2 PINE
SIDING STAIN TO
MATCH BUILDING
SD-048LAST REVISED 06/18/20142014 TRUDELL CONSULTING ENGINEERS
TYPICAL SIDEWALK LAYOUT
1/4"/FT.
4'
30"4'30"1/2" RADIUS TOOLED JOINT
NOTES:
1.REFER TO BASIC GRID PATTERN ON SITE PLAN
2.JOINT SPACING IS 5 FT. NORMAL SPACING WITH A MAXIMUM OF 8 FT. AND
MINIMUM OF 2 FT. LINEAR DIMENSIONS AND NOT INSIDE CORNERS
3.#4 REINFORCING ON 30 INCH CENTERS BOTH DIRECTIONS IN CENTER OF
SIDEWALK
4.LAP BARS 30 BAR DIAMETERS.
5.EXPANSION JOINTS AT 20 FT. O.C.
5"
LAP BARS 30
BAR DIAMETERS
REINFORCING BARS
(TYPICAL)
TOOLED JOINT
(TYPICAL)
EXPANSION JOINT
MATERIAL 20' O.C.REINFORCING BARS
SD-036LAST REVISED 02/07/20142013 TRUDELL CONSULTING ENGINEERS
BIKE RACK
36"47"2X 0.25" X 12.75"
ANCHOR RODS
2 3/8" O.D. GALVANIZED STEEL
SCHEDULE 40 PIPE WITH POWDERCOAT FINISH
BLACK
35"6" PORTLAND CEMENT PAD
CLASS "B" CONCRETE
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
Site Details
C8-01
06/04/2020
Shown
19-202
RMP
JAD
348
Bacon St. Properties,
LLC
510 Shelburne Road
South Burlington, Vermont
SD-056
1/2" = 1'
LAST REVISED 05/04/2016TRUDELL CONSULTING ENGINEERS
CONCRETE CURB, & SIDEWALK FOR SIDEWALKS
DIRECTLY ADJACENT TO BUILDINGS5'7" REVEAL
6"1" R
BITUMINOUS
PAVEMENT
FOOTING DRAIN
FOUNDATION BY
OTHERS
NOTE:
SEE SITE PLAN FOR SIDEWALK LOCATION
8"x16" FOOTING
GRAVEL (3" MAX. STONE SIZE)
CONCRETE CURB
PIN CURB TO CONCRETE FOUNDATION
CONCRETE FOUNDATION 5"BUILDING FACE
EXPANSION JOINT MATERIAL
CONCRETE WALK (SEE SITE PLAN FOR WIDTH)
30"
REBAR (TYPICAL)
SD-053
1/2 " = 1'
LAST REVISED 10/18/2017TRUDELL 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"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"SD-010
3/4" = 1'-0"
LAST REVISED 03/27/2013TRUDELL CONSULTING ENGINEERS
PAVEMENT CUT TRENCH6' MIN. COVER6"D+2'
CL
SAW CUT EXISTING PAVEMENT
BITUMINOUS
PAVEMENT
CRUSHED
GRAVEL
GRAVEL
BASE
SAND CUSHION
COMPACT BACKFILL
SAME MATERIAL AS REMOVED
IN 6" LIFTS
SEE SITE PLAN FOR PIPE SIZE
AND MATERIALD
MATCH EXISTING
ROAD SECTION
UNLESS INDICATED
OTHERWISE
SD-004
1" = 1'
LAST REVISED 5/24/2018TRUDELL 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
SD-011LAST REVISED 03/20/2013TRUDELL CONSULTING ENGINEERS
PAVEMENT JOINT DETAIL
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
SD-027
1"=1'-0"
LAST REVISED 03/22/2017TRUDELL CONSULTING ENGINEERS
CONCRETE CURB AND SIDEWALK
1/4"/FT.
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"
REBAR (TYPICAL)8" MIN9"
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
ENGINEERING SURVEY
No. 8917
CIVIL
PROF
ESSIONAL E N G INEERLICE N S E DJENNIFER ANN DESA
U
T
ELSSTA TE O F VER
M
ONT
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
S-001
3/4" = 1'-0"
LAST REVISED 03/22/2017TRUDELL CONSULTING ENGINEERS
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
SN-002LAST REVISED 04/28/162016 TRUDELL CONSULTING ENGINEERS
CONTRACTOR CERTIFICATION FOR WASTEWATER SYSTEM
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."
CONTRACTOR NAME
AUTHORIZED AGENTS NAME
SIGNATURE DATE
NOTE ANY DEVIATIONS FROM APPROVED PLANS HERE:
CONTRACTOR'S CERTIFICATION REQUIRED
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.
Sanitary Details
C8-02
06/04/2020
Shown
19-202
RMP
JAD
348
Bacon St. Properties,
LLC
510 Shelburne Road
South Burlington, Vermont
SN-008LAST REVISED 08/02/20172017 TRUDELL CONSULTING ENGINEERS
TESTING GRAVITY SEWERS (ENVIRONMENTAL PROTECTION RULES)
CH 1 EFFECTIVE 9/29/07 SECTION 1-A-03(K)(2)
AIR TESTING SEWERS
3
8
10
4
6
0.2
0.3
0.7
1.2
1.5
A.TEST THE GRAVITY SEWER BY A PRESSURIZED AIR TEST BETWEEN CONSECUTIVE MANHOLES. PLUG ALL OPENINGS OF THE TEST SECTION AND CONNECT THE AIR
CONTROL EQUIPMENT TO THE TAPPED END.
B.SUPPLY AIR SLOWLY TO THE PIPE UNTIL REACHING A CONSTANT PRESSURE OF 4.0 PSI GREATER THAN THE AVERAGE PRESSURE OF ANY SURROUNDING
GROUNDWATER. PRESSURE WILL NORMALLY DROP AS TEMPERATURE STABILIZES. SUPPLY THE AIR SO THAT THE PRESSURE REMAINS ABOVE 3.0 PSI FOR AT LEAST
5 MINUTES DURING TEMPERATURE STABILIZATION. USE A PRESSURE GAUGE HAVING A RANGE FROM 0 TO 5 PSI. THE GAUGE SHOULD HAVE MINIMUM
DIVISIONS OF 0.1 PSI AND AN ACCURACY OF +- 0.04 PSI. REGULATE THE AIR PRESSURE TO PREVENT IT FROM EXCEEDING 5.0 PSI.
C.AFTER STABILIZATION, ADJUST PRESSURE TO 3.5 PSI OR ABOVE AND SHUT OFF AIR SUPPLY. START THE STOP WATCH. THE TIME REQUIRED FOR THE TEST IS
DEPENDENT ON PIPE DIAMETER PER TOTAL LENGTH OF PIPE BEING TESTED AND MUST BE AT LEAST:
D.IF THE SECTION OF LINE TO BE TESTED INCLUDES MORE THAN ONE PIPE SIZE, CALCULATE THE TEST TIME FOR EACH SIZE AND ADD THE TEST TIMES TO EQUAL THE
TOTAL SECTION TEST TIME.
E.IF THERE IS GROUND WATER ABOVE THE SEWER LINE THE AIR TEST PRESSURE WILL BE INCREASED BY 0.5 PSI FOR EACH FOOT OF WATER ABOVE THE INVERT OF
THE PIPE. DIFFERENCES DUE TO AIR TEMPERATURE AND BAROMETRIC PRESSURE WILL BE CONSIDERED NEGLIGIBLE.
F.IF THE PRESSURE DROPS MORE THAN 1 PSI DURING THE TEST TIME, THE PIPE WILL HAVE FAILED AND ADEQUATE REPAIRS AND RETESTING WILL BE REQUIRED AT
NO EXPENSE TO OWNER.
G.IT IS NOT NECESSARY TO HOLD THE TEST FOR THE WHOLE PERIOD WHEN IT IS CLEARLY EVIDENT THAT THE RATE OF AIR LOSS IS LESS THAN THE ALLOWABLE.
NOMINAL PIPE DIA.
IN INCHES
T (TIME)
MIN/100 FT.
12
15
1.8
2.1
18 2.4
21
30
33
24
27
3.0
3.6
4.2
4.8
5.4
NOMINAL PIPE DIA.
IN INCHES
T (TIME)
MIN/100 FT.
36
39
6.0
6.6
42 7.3
*ALL TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE TOWN ENGINEER OR PUBLIC WORKS DEPARTMENT AND TRUDELL
CONSULTING ENGINEERS (TCE). CONTRACTOR SHALL PRE-TEST SUCCESSFULLY PRIOR TO CONTACTING ENGINEER. THE PRE-TEST
IS TO ENSURE PASSING RESULTS PRIOR TO OFFICIAL TESTING OBSERVATION.
DEFLECTION TESTING SEWERS
A.AFTER A FLEXIBLE PIPE SEWER, SUCH AS PVC, HAS BEEN BACKFILLED FOR 30 DAYS, A PIPE DEFLECTION TEST SHALL BE PERFORMED.
B.THE TEST SHALL BE CONDUCTED USING A RIGID BALL OR MANDREL HAVING A DIAMETER EQUAL TO 92.5% OF THE PIPE DIAMETER. THIS DEVICE WILL BE PULLED
THROUGH THE SEWER BY A ROPE WITHOUT THE MEANS OF MECHANICAL EQUIPMENT. THE MAXIMUM ALLOWABLE VERTICAL DEFLECTION SHALL BE 7.5%.
C. IF THE BALL OR MANDREL CANNOT BE SUCCESSFULLY PULLED THROUGH THE SEWER PIPE, THOSE SECTIONS OF PIPE NOT MEETING THE DEFLECTION
REQUIREMENTS SHALL BE EXCAVATED AND THE EMBEDMENT AND BACKFILL REPLACED. IF, IN THE OPINION OF THE ENGINEER, THE PIPE HAS BEEN DAMAGED, IT
SHALL BE REMOVED AND REPLACED.
S-011
1/2" = 1'
LAST REVISED 03/18/2016TRUDELL 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
5'x10' HEAVY DUTY GREASE TRAP
1000-3500 GALLON (HD5-10)
44"51"
1500 GALLON
HD5-10-1000 33"
56"49"
57"64"HD5-10-1500
HD5-10-1250 41"
49"24,930 LB
1250 GALLON
1000 GALLON 72"
78"
84"
23,750 LB
22,570 LB
HD5-10-2000
HD5-10-2500
HD5-10-3000
HD5-10-3500
2000 GALLON
2500 GALLON
3000 GALLON
3500 GALLON
79"
95"
111"
127"
72"
88"
104"
120"
102"
120"
148"
64"
80"
96"132"
112"
28,490 LB
32,040 LB
34,410 LB
37,560 LB
*
*
*
SPECIFICATIONS:
- CONCRETE MINIMUM STRENGTH 5000PSI @ 28 DAYS
- STEEL REINFORCEMENT GRADE 60
- JOINTS SEALED WITH BUTYL SEALANT
- INLET AND OUTLET BAFFLES BY OTHERS
- H20 LOADING AVAILABLE UPON REQUEST
- (*) DENOTES TOP SEAM
- WEIGHTS SUBJECT TO VARIATION
S-040LAST REVISED 05/03/2016TRUDELL CONSULTING ENGINEERS 8"6"
6"8"FINISH GRADE - SLOPE GROUND
TO DRAIN AWAY FROM COVERS
OUTLET - REFER TO SITE PLAN FOR PIPE
SIZE, TYPE & INVERT ELEVATION
LOW PRESSURE SEAL
LIQUID LEVEL
24" DIA. PVC
RISER & 26"
FIBERGLASS
COVER
24" DIA. PVC
RISER & 26"
FIBERGLASS
COVER
(FIELD CUT TO
DESIRED
HEIGHT)
NOTE:
IF THE TOP OF THE TANK IS GREATER THAN 36" BELOW GRADE THE CONTRACTOR
IS TO VERIFY WITH THE SUPPLIER ADEQUATE STRUCTURAL STRENGTH
NOTE:
THE TANK DIMENSIONS MAY
VARY WITH SUPPLIERS. THE
CONTRACTOR SHOULD
VERIFY DIMENSIONS WITH
SUPPLIER PRIOR TO
INSTALLATION
WATERTIGHT CONNECTION FOR ALL RISERS BY CASTING
PVC RISER ADAPTER INTO CONCRETE (TYPICAL)
INLET - REFER TO SITE
PLAN FOR INVERT
ELEVATION
3/4 CRUSHED STONE OR GRAVEL FOR SUBBASE OR AS REQUIRED BY ENGINEER
IF WET AND OR UNSTABLE CONDITIONS EXIST
UNDISTURBED SOIL
PEA STONE BACKFILL
AROUND STRUCTURES
18" PORTHOLE
4" PVC INLET TEE
6"
MODEL TANK
CAPACITY
INLET
(A)
OUTLET
(B)
HEIGHT
(C)
LIQUID
(D)
WEIGHT
BDA36" MAX
C1/2" = 1'12"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 01/14/2020 SN-007
SN-014LAST REVISED 12/27/2017TRUDELL 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.
S-004
1/2" = 1'-0"
LAST REVISED 03/22/2017TRUDELL CONSULTING ENGINEERS
TYPICAL SEWER MANHOLE (PROFILE)
WITH 30" DIA. COVER
CL
FLEXIBLE RUBBER BOOT 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
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
ENGINEERING SURVEY
No. 8917
CIVIL
PROF
ESSIONAL E N G INEERLICE N S E DJENNIFER ANN DESA
U
T
ELSSTA TE O F VER
M
ONT
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
2017 TRUDELL CONSULTING ENGINEERS
TYPICAL WATER MAIN TRENCH
INSTALL TRENCH DAM IN TRENCH TO
PREVENT GROUNDWATER MOVEMENT
IN THE PIPE BEDDING. 100' SPACING
MAXIMUM. SEE DETAIL.12"CL
6' MINIMUMD6"6"FOR GRASSED
AREAS
FOR PAVED or
GRAVEL SURFACES
3/4" CRUSHED STONE OR
SAND BEDDING
WATER MAIN
(SEE SITE PLAN FOR PIPE
SIZE & MATERIAL)
ALL BACKFILL TO BE COMPACTED IN 6"
LIFTSSEE ROADWAYSECTION ORMATCH EXISTINGSEED AND MULCH, OVERFILL FOR
SETTLEMENT
GRADE AT 2:1 SLOPE
WHEN DEPTH EXCEEDS 5'
24"
WHERE 6' OF COVER CANNOT BE
MAINTAINED, COVER WATER MAIN WITH 2"
INSULATION BOARD, AND USE MINIMUM 2"
INSULATION BOARD ON SIDES. AT ALL
ROAD, DRIVE AND SIDEWALK (SURFACE)
CROSSINGS INSTALL 2" INSULATION BOARD
ON TOP AND SIDES AS SHOWN AND
EXTEND 10' BEYOND SURFACE IN BOTH
DIRECTIONS. INSULATION SHALL BE FULL
WIDTH OF TRENCH.
DETECTABLE METALLIC WARNING TAPE
LABELED "WATER"
4"x4"x48" PRESSURE TREATED POST OR
EQUIVALENT PLASTIC MARKER EVERY
200' AND AT ALL BENDS (GRASSED
AREAS) PAINTED BLUE UNLESS
INDICATED OTHERWISE 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
BACKFILL MATERIAL TO MATCH
STRUCTURAL ROADWAY GRAVEL, SEE
ROADWAY SECTION. COMPACTED TO
95% DENSITY STANDARD PROCTOR
NOTES:
1.THE CONTRACTOR SHALL VERIFY THE
PIPE MATERIAL TYPE AND
SPECIFICATION WITH THE LOCAL
WATER UTILITY BEFORE SUBMITTING
SHOP DRAWINGS FOR, ORDERING, OR
INSTALLING ANY WATER MAIN OR
SERVICE. IF THERE IS ANY
DISCREPANCY MATERIAL
SPECIFICATION ON THE PLANS AND
WHAT THE LOCAL WATER UTILITY
REQUIRES, THE CONTRACTOR SHALL
NOTIFY THE ENGINEER OF THE CHANGE
AND USE THE MATERIAL SPECIFIED BY
SAID UTILITY.
2.LENGTH OF OPEN TRENCH SHALL BE
KEPT TO A MINIMUM.
3.IF UNSUITABLE MATERIAL IS REMOVED
BELOW BEDDING, REPLACE WITH
MATERIAL APPROVED BY ENGINEER
AND COMPACT TO 95% MAXIMUM
DENSITY.
4.NO MECHANICAL TAMPERS SHALL BE
USED DIRECTLY OVER PIPE TO INSURE
PIPE IS NOT DAMAGED.
5.BEDDING TO PROVIDE FIRM, STABLE,
CONTINUOUS AND UNIFORM SUPPORT
FOR THE FULL LENGTH OF PIPE.
6.INSTALL WATER MAIN IN
ACCORDANCE WITH MANUFACTURES
GUIDELINES.
7.IF 6' OF COVER CAN NOT BE
MAINTAINED DISCUSS WITH PROJECT
ENGINEER AND TOWN (IF APPLICABLE)
PRIOR TO INSTALLING. ADDITIONAL
INSULATION OR OTHER MEASURES MAY
BE REQUIRED DEPENDING ON COVER.
8.SUBMIT SHOP DRAWINGS PRIOR TO
INSTALLATION.
9.IN NO CASE SHALL THE WATER MAIN BE
BURIED LESS THAN 4 1/2 FEET BELOW
FINISHED GRADE.
W-001LAST REVISED 06/01/2017
PIPE OD + 24"
W-010LAST REVISED 03/22/2017TRUDELL 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 AND THE CONTRACTOR SHALL SUPPLY AS-BUILTS
REFERENCING PROPER SEPARATIONS.
WSR APPENDIX SUBSECTION 8.6.2
5' MIN.
10' MIN.
WN-001LAST REVISED 03/22/20172017 TRUDELL 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.
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.
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)
WN-003LAST REVISED 7/12/20132013 TRUDELL 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
Sewer & Water
Details
C8-03
06/04/2020
Shown
19-202
RMP
JAD
348
Bacon St. Properties,
LLC
510 Shelburne Road
South Burlington, Vermont
WN-002LAST REVISED 9/10/20152015 TRUDELL CONSULTING ENGINEERS
CONTRACTOR'S CERTIFICATION
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."
CONTRACTOR NAME:
AUTHORIZED AGENTS NAME:
SIGNATURE: DATE:
NOTE ANY DEVIATIONS FROM APPROVED PLANS HERE:
FOR POTABLE WATER SYSTEMS
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.
W-007LAST REVISED 04/04/2016TRUDELL CONSULTING ENGINEERS
TYPICAL TAPPING VALVE
6' MINIMUM
WATER
"WATER" CAST IN COVER PROVIDE WITH MUD PLUG
FINISHED GRADE
COATED CAST IRON TWO PIECE (SLIP TYPE) VALVE BOX
WITH FLANGED TOP & LID. PROVIDE GATE BOX ALIGNER
STAINLESS STEEL TAPPING SLEEVE OVER EXISTING WATER
MAIN POWER SEAL 3490 MJ OR APPROVED EQUAL
3/4" STONE BEDDING
3/4" CORPORATION STOP FOR TESTING MUELLER B-25008
OR CAMBRIDGE BRASS MODEL 301NL (NO LEAD)
GATE VALVE (AWWA C515)
4 MIL POLY BARRIER
ALL FITTINGS ARE TO HAVE "MEGA-LUG" RETAINER
GLANDS AND STAINLESS STEEL BOLTS AND NUTS
CLASS D CONCRETE THRUST BLOCK (REFER
TO THRUST BLOCK TABLE FOR SIZE)
VALVE ANCHOR, 5 C.F. CLASS D CONCRETE
USE # 4 BARS TO ANCHOR VALVE TO CONCRETE
NOTES:
1.FOR MUNICIPAL CONNECTIONS CONTRACTOR TO APPLY TO TOWN WATER
DEPARTMENT FOR WATER LINE TAPPING PERMIT. CONTRACTOR TO SUBMIT COMPLETE
SPECIFICATION OF MATERIALS WITH PERMIT APPLICATION. IF PRIVATE WATER SYSTEM,
CONTRACTOR IS TO COORDINATE ALL EFFORTS WITH PROJECT ENGINEER AND OWNER.
2.PRIOR TO INSTALLATION SUBMIT SHOP DRAWINGS ON MATERIAL AND INSTALLATION
PROCEDURE.
3.INSTALL IN ACCORDANCE WITH LATEST STANDARD PRACTICE, MANUFACTURE
GUIDELINES AND TOWN SPECIFICATION (IF APPLICABLE).
4.PROJECT ENGINEER AND TOWN (IF APPLICABLE) TO BE GIVEN 48 HOURS NOTICE
(MINIMUM) OF TAP.
5.CONTRACTOR TO REVIEW WITH PROJECT ENGINEER, TOWN (IF APPLICABLE) AND
OWNER CONTINGENCY PLANS IN THE EVENT OF A BREAK PRIOR TO STARTING.WATER MAIN
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-018
1"=1'
LAST REVISED 03/22/2017TRUDELL 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
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
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
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
ENGINEERING SURVEY
No. 8917
CIVIL
PROF
ESSIONAL E N G INEERLICE N S E DJENNIFER ANN DESA
U
T
ELSSTA TE O F VER
M
ONT
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
E-001
N.T.S.
LAST REVISED 3/15/20172017 TRUDELL 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
2
1 5' TO 10'
SILT FENCE
MAINTAIN VEGETATED COVER
SOIL STOCKPILE
E-003
N.T.S.
LAST REVISED 3/11/20132013 TRUDELL CONSULTING ENGINEERS
TEMPORARY VEGETATED SWALE
2.0' Min.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
2.0'
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
Erosion Details
C8-04
06/04/2020
Shown
19-202
RMP
JAD
348
Bacon St. Properties,
LLC
510 Shelburne Road
South Burlington, Vermont
E-004LAST REVISED 6/12/20132013 TRUDELL 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'VARIESR=12'8"EXCAVATION SITE
EXISTING
GRADE
GEOTEXTILE FABRIC
SD-038
3/8" = 1'-0"
LAST REVISED 08/09/20132013 TRUDELL CONSULTING ENGINEERS
TYPICAL GALVANIZED FENCE WITH GATE
10' MAX.
GALVANIZED FENCE WITH
GREEN SLATS
CENTER POST GATE STOP
HINGED GATE PANEL
10' MAX.
POST FOOTING TYPICAL HEIGHT VARIES(REFER TO SITE PLAN)GROUND
LINE
EN-001LAST REVISED 03/11/2013TRUDELL 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.
EN-006LAST REVISED 4/9/2013TRUDELL 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.
EN-010LAST REVISED 06/13/2013TRUDELL CONSULTING ENGINEERS
GRADING
OF 1/2 INCH WHEN TESTED WITH A 10 FOOT STRAIGHTEDGE.
COMPACT AS SPECIFIED TO THE REQUIRED ELEVATION. PROVIDE FINAL GRADES WITHIN A TOLERANCE
C. GRADING SURFACE OF FILL UNDER BUILDING SLABS: GRADE SMOOTH AND EVEN, FREE OF VOIDS, AND
PONDING OCCURS, THE PAVING WILL BE UNACCEPTABLE.
SUBGRADE ELEVATION. PAVEMENTS MUST DRAIN SO THAT NO WATER PONDING OCCURS. IF
SECTION, WITH THE FINISH SURFACE NOT MORE THAN 0.10 FEET ABOVE OR BELOW THE REQUIRED
3. PAVEMENTS: SHAPE THE SURFACE OF AREAS UNDER PAVEMENTS TO LINE, GRADE AND CROSS-
ELEVATION.
WITH FINISH SURFACES NOT MORE THAN 0.10 FEET ABOVE OR BELOW THE REQUIRED SUBGRADE
2. WALKS: SHAPE THE SURFACE OF AREAS UNDER WALKS TO LINE, GRADE AND CROSS-SECTION,
PONDING OCCURS. THE GRADING OF LAWNS WILL BE UNACCEPTABLE IF PONDING OCCURS.
ABOVE OR BELOW THE REQUIRED SUBGRADE ELEVATIONS. LAWNS SHALL BE GRADED SO THAT NO
1. LAWN OR UNPAVED AREAS: FINISH AREAS THAT ARE TO RECEIVE TOPSOIL TO WITHIN 0.10 FEET
FINISH SURFACES FREE FROM IRREGULAR SURFACE CHANGES, AND AS FOLLOWS:
FROM THE STRUCTURES AND TO PREVENT PONDING.
B. GRADING OUTSIDE BUILDING LINES: GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY
POINTS AND EXISTING GRADES.
UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE INDICATED, OR BETWEEN SUCH
TRANSITION AREAS. SMOOTH FINISHED SURFACES WITHIN THE SPECIFIED TOLERANCES, COMPACT WITH
A. GENERAL: UNIFORMLY GRADE AREAS WITHIN THE LIMITS OF GRADING, INCLUDING ADJACENT
EN-005LAST REVISED 3/11/2013TRUDELL 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.
TRUDELL CONSULTING ENGINEERS
SILT FENCE WITH WIRE REINFORCEMENT16"20"MIN.MIN.(MIRAFI ENVIROFENCE, OR APPROVED
EQUAL MAY BE SUBSTITUTED.)
FILTER FABRIC, OR WOVEN
WIRE FABRIC
WOODEN OR METAL STAKE
(MAX. 10' O.C.)
KEY FABRIC INTO GROUND (MIN. 6")
FLOW
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"WIRE REINFORCEMENT
E-104LAST REVISED 2/10/2016
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
ENGINEERING SURVEY
No. 8917
CIVIL
PROF
ESSIONAL E N G INEERLICE N S E DJENNIFER ANN DESA
U
T
ELSSTA TE O F VER
M
ONT
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
Stormwater &
Site Details
C8-05
06/04/2020
Shown
19-202
RMP
JAD
348
Bacon St. Properties,
LLC
510 Shelburne Road
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-008LAST REVISED 05/06/2014TRUDELL CONSULTING ENGINEERS
TYPICAL YARD DRAIN
CAST IRON LIGHT DUTY
RATED GRATE
24" DRAIN BASIN BY
NYLOPLAST OR APPROVED
EQUAL
6" CRUSHED STONE OR AS
REQUIRED BY ENGINEER
FOR USE WITH VARIOUS
TYPES OF OUTLETS WITH
WATERTIGHT ADAPTERS
SDR-35 SEWER
A-2000 CORRUGATED PVC
ULTRA RIB PVC CORRUGATED
POLYETHYLENE
ADAPTER
OUTLET PIPEVARIES
SW-040
1/2" = 1'
LAST REVISED 03/10/2020TRUDELL CONSULTING ENGINEERS
STORMWATER CONNECTION
TO EXISTING DRAIN MANHOLE
5"
SET CORE AND GASKET
SEAL TO PLACE PIPE
INVERT AT TABLE LEVEL
48" DIA.
NEW STORM DRAIN
POSITIVE SEAL GASKET SYSTEM
WITH POWER SLEEVE EXPANSION.
ENGINEER TO OBSERVE CONNECTION.
EXISTING STORM DRAIN
NOTE:
SEE SITE PLAN FOR CORE
LOCATION, PIPE SIZE AND INVERT.
REFORM OR RE-BUILD INVERTS AS
NEEDED
TAKE MEASURES TO ENSURE
CONNECTIONS ARE WATER TIGHT
GRAVEL BACKFILL AROUND
STRUCTURE COMPACTED IN
6" LIFTS TO 95% DENSITY
STANDARD PROCTOR,
UNLESS INDICATED
OTHERWISE
SWN-002LAST REVISED 08/17/2015TRUDELL CONSULTING ENGINEERS
CONTRACTOR CERTIFICATION FOR STORMWATER SYSTEM
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:
CONTRACTOR'S CERTIFICATION REQUIRED
GUTTER DOWNSPOUT (BY OTHERS)
6" Ø HDPE PIPE, TYP. UNLESS OTHERWISE NOTED
TO DRAINAGE STRUCTURE
OR PIPE CONNECTION
FINISH GRADE
PROVIDE DOWNSPOUT ADAPTER OR CAP AT
GRADE FOR DOWNSPOUT CONNECTION
PROVIDE AT GRADE CLEANOUT WITH CAP AT
PIPE ANGLES, TEES, AND WYES
4' MIN.
SW-009
TYPICAL GUTTER DOWNSPOUT CONNECTION
2014 TRUDELL CONSULTING ENGINEERS LAST REVISED 04/21/2014
SW-031LAST REVISED 04/08/2018TRUDELL CONSULTING ENGINEERS
PEA STONE DIAPHRAGM
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
1
2
1
2
6" PERFORATED UNDERDRAIN
WRAPPED IN FILTER FABRIC
BIORETENTION AREA #1 INV = 206.3
BIORETENTION AREA #2 INV = 206.25
1" STONE LAYER
FILTER FABRIC BETWEEN
SOIL AND STONE
2.0' BIORETENTION SOIL LAYER
(SEE SITE PLAN FOR SOIL AREA)
BIORETENTION MIX
85-88% SAND
8-12% SILT
0-2% CLAY
3-5% ORGANIC MATTER (COMPOST)
0.2% PHOSPHORUS MAX
3" MULCH LAYER
BIORETENTION AREAS
TOP OF MULCH ELEV.
BIORETENTION AREA #1 = 209.25
BIORETENTION AREA #2 = 209.0
SEE SITE PLAN FOR GRADING
0.3 MIL MIN. POLY LINER TO BE
INSTALLED AROUND ENTIRE
BIORETENTION AREA AND BENEATH
UNDERDRAIN. CONTRACTOR TO ENSURE
LINER IS SEALED AND WATERTIGHT.
ENGINEER TO VERIFY LINER
INSTALLATION PRIOR TO BACKFILL.
LINER TO EXTEND 2' MINIMUM
UP SIDES OF BASIN
SW-027LAST REVISED 03/05/2014TRUDELL CONSULTING ENGINEERS
BIORETENTION UNDERDRAIN
CLEANOUT
4" PVC SDR 35 RISER
4" PVC SDR 35 ELBOW
6"X6"X4" PVC SDR 35 45° WYE
6" PERF. SDR 35 PVC PIPE
6"FLOW
NOTE:
SEE SITE PLAN FOR PIPE SIZE AND
INVERT.
NOTE:
SEE SITE PLAN FOR CORE
LOCATION, PIPE SIZE AND INVERT.
4" PVC CAP TO EXTEND
3" ABOVE TOP OF
MULCH
SEE DETAIL BELOW FOR
BIORETENTION SOIL
LAYERS
12" HDPE
12" BEEHIVE GRATE
1
2
BIORETENTION OUTLET
STRUCTURES
12" GRAVEL BELOW
OUTLET STRUCTURE
36" DIAMETER HDPE
OR PRECAST OUTLET
STRUCTURE
6" UNDERDRAIN
LINER TO BE INSTALLED ON BASIN
SIDE OF OUTLET STRUCTURE WITH A
WATERTIGHT CONNECTION FOR
UNDERDRAIN CONNECTION TO
OUTLET STRUCTURE. ENGINEER TO
VERIFY LINER ADJACENT TO
STRUCTURE PRIOR TO BACKFILL.
CONTRACTOR TO TAKE
MEASURES TO ENSURE
CONNECTIONS ARE WATER TIGHT
INVERT LOCATIONS AND
ELEVATIONS SHOWN ON SITE
PLANS
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
ENGINEERING SURVEY
No. 8917
CIVIL
PROF
ESSIONAL E N G INEERLICE N S E DJENNIFER ANN DESA
UT
ELSSTATE O F VER
M
ONT
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 DXWKRULWLHV¬
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 SURSHUW\¬
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
PLANNING ENVIRONMENTAL
Stormwater
Details
C8-06
6/18/20
¬
19-202
CMJ
JAD
¬¬
348
Bacon St. Properties,
LLC
510 Shelburne Road
South Burlington, Vermont
SEE SITE PLANS FOR LOCATIONS,
PIPE SIZES, AND INVERT
ELEVATIONS
RAIN GUARDIAN TURRET DETAIL
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
ENGINEERING SURVEY
No. 8917
CIVIL
PROF
ESSIONAL E N G INEERLICE N S E DJENNIFER ANN DESA
U
T
ELSSTA TE O F VER
M
ONT
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
Erosion, Prevention
& Sediment Control
C8-07
06/04/2020
Shown
19-202
RMP
JAD
348
Bacon St. Properties,
LLC
510 Shelburne Road
South Burlington, Vermont
OHOHOHOHOHOHOHOHOHOHOHOH
GGGWW
W
W
W
W
W
W
W
W
W
SSSSSSSSSS
S
S
S
D
D
D SDS210210
210
210
210
210WDDDDDDDDDDDDDDWWWWUG
UG
UG
BACON STREET
U.S. ROUTE 7 / SHELBURNE ROADPROPOSED
BUILDING
4,930
SF
FINISHED
FLOOR
ELEVATION
=
211.90DDDDD D D D
D
D
D D
D
D
D
D
D
D
D
D
D
D
DRDRDRD
D DDDDD209
210211
211
211
21121
1211210210
210
210
210209
2
1
1
211 SSSSSSSSSSSSSS
S
S
S
D
RDRDRDRDRDRDRDRDRD211210DDDD1
0
'
M
IN
.
TOCEN
T
E
ROF
T
R
E
E
9 EP 1 BN
10 EP
1 BN
1 GT
1 GB
1 GB
1 GB
1 GT
1 GT
16 RF
12 HJS
7 EP
12 RF
9 EP
9 HJU
6 RR
9 HJU
12 HJS
8 HP
1 CV
1 CV
12 HSD
10 HSD
8 HP
6 RR
13 HSD
12 EP
5 SSC
3 RR
6 RR
8 EP
12 EP
14 CAF
5 IV 1 CAH1 CAH
12 SSC
24 HJS
1 GT
5 SSC
7 HJS
15 EP
3 RR8 HJU
6 EP
6 RF
1 CAH
1 CAH
13 CAF
11 RF 8 IV
4 ELJ
7 IV
11 PVS 1 CAH
5 ELJ 6 EP
8 ELJ
1 CAH
12 RF
10 MD
10 MD
1 AG
27 SJS
1 MS
1 MS
1 MS
14 MD
7 HAU
8 AD
8 CG
7 EM
1 IVM
1 IVF
8 PVS
1 IVF
1 IVF
11 EP
17 CAF
12 HSD
1 HAP
11 CAF
1 HAP
12 CAF
1 HAP
12 CAF
1 HAP
12 CAF
BIORETENTION BASIN 2
SEE SEPARATE PLANT LIST
3 BIKE RACKS
1 AG
LAWN SEEDING
(TYPICAL)
HELIO M30/K4 SECURITY BOLLARD,
SERIES 900, NON-ILLUMINATED
(TYPICAL)
3 AG
BIORETENTION BASIN 1
SEE SEPARATE PLANT LIST
UD
UD
UDUDUD
0
Feet
Graphic Scale
10 10 20
15°±VT GridMagneticSheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
ENGINEERING SURVEY
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
TAX ID: 1540-00510
Landscape Plan
LA 2-01
06/04/2020
1" = 10'
19-202
RMP
JAD
348
Bacon St. Properties,
LLC
510 Shelburne Road
South Burlington, Vermont
Sheet TitleProject TitleUse of These DrawingsScale:Project Number:Date:Drawn By:Project Engineer:Approved By:No. Description DateByRevisions478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495802 879 6331 | WWW.TCEVT.COMENGINEERING SURVEYNo. 8917CIVILPROFESSIONALENGINEERLICENSED JEN
NI
F
ER ANN DESAUTELSST
A
T
E OF VERMONTField Book:1. Unless otherwise noted, these Drawings are intended forpreliminary planning, coordination with other disciplines orutilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless notedas 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, butnot limited to, contract documents, specifications,owner/contractor agreements, building and mechanicalplans, private and public utilities, and other pertinent permitsfor construction.3. Owner and Architect, are responsible for final design andlocation of buildings shown, including an area measured aminimum five (5) feet around any building and coordinatingfinal utility connections shown on these plans.4. Prior to using these plans for construction layout, the usershall contact TCE to ensure the plan contains the mostcurrent revisions.5. These Drawings are specific to the Project and are nottransferable. As instruments of service, these drawings, andcopies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. Iferrors or omissions are discovered, they shall be brought tothe attention of TCE immediately.6. It is the User's responsibility to ensure this copy containsthe most current revisions.PLANNING ENVIRONMENTAL TAX ID: 1540-00510Landscape DetailsLA 2-0206/04/2020 Shown19-202RMPJAD 348Bacon St. Properties,LLC510 Shelburne RoadSouth Burlington, VermontL-020SHRUB PLANTINGTRUDELL CONSULTING ENGINEERSLAST REVISED 02/10/2020SPACING "D"ROW "A"NUMBER OFPLANTS/SQ. FT.5' O.C.4' O.C.36" O.C.30" O.C.24" O.C.41.52"31.20"26.00"20.76"51.96"0.280.180.040.120.07DADDDAD1'-0"MINSEE PLANFOR SPACINGSEE SPECS.
FOR DEPTH
CONTINUOUS PLANTING PIT FILLED WITH PLANTING MIXREFER TO SOIL PREPARATION SPECIFICATIONSSHRUB ROOTBALLMULCH, AS SPECIFIEDFINISH GRADEPLANT SPACINGPLANT CENTERPLANT ROWALL EQUAL ORAS SHOWN ONPLANTING PLANNOTE:1.QUANTITY OF SHRUBS AND SPACING AS NOTEDIN PLANTING SCHEDULE.2.CONTINUOUS PLANTING PITS FILLED WITHPLANTING MIX PER THE DEPTH AS NOTED IN THESPECIFICATIONS IS REQUIRED.SUB GRADEL-021PERENNIAL PLANTINGLAST REVISED 02/10/2020TRUDELL CONSULTING ENGINEERSSEE PLANTING LIST FOR PLANT SPACING2"PLANT SPACINGPLANT CENTERPLANT ROWSEE PLANTING PLAN FORSPACING AND QUANTITIESSET AT ORIGINAL PLANTING DEPTHFINISH GRADEMULCH AS SPECIFIEDCONTINUOUS PLANTING PITFILLED WITH PLANTING MIXREFER TO SOIL PREPARATIONSPECIFICATIONSSUB GRADEL-0221" = 1'LAWN SEEDINGLAST REVISED 02/11/20TRUDELL CONSULTING ENGINEERSNOTE: ALL DISTURBED AREAS SHALL BE LOAMEDAND SEEDED UNLESS NOTED OTHERWISE6"SEED AS SPECIFIEDPLANTING SOIL MIX,(ROLLED THICKNESS)FREE DRAINING,SCARIFIEDSUBGRADEL-0231" = 1'GROUNDCOVERLAST REVISED 03/26/2020TRUDELL CONSULTING ENGINEERS12" MIN.2" BARKGROUNDCOVERMULCHPLANTING SOIL MIXFREE DRAINING,SCARIFIED SUBGRADEL-0261/2" = 1'EVERGREEN TREE PLANTINGTRUDELL CONSULTING ENGINEERSLAST REVISED 03/26/202012"LENGTH SET BYHEIGHT OFROOTBALL312" SHREDDED BARK MULCH, AS SPECIFIED(HOLD MULCH OFF ROOT FLARE)2"X2"X10' FIR STAKES , STAINED BLACK; 3 PER TREEEQUALLY SPACED AROUND ROOT BALL; ALL POSTS SHALLBE PLUMB AND HAVE SAME HEIGHT ABOVE FINISHGRADE. GUY WIRE SHALL BE NEW PLIABLE ANNEALEDGALVANIZED SOFT STEEL WIRE OF NO. TEN(10) GAUGESIZE. ENCASE WIRE AROUND TRUNK IN TWO-PLY, BLACK,REINFORCED RUBBER GARDEN HOSETREE SHALL BE PLANTED WITH TOP OF ROOTBALLBEARING THE SAME RELATIONSHIP TO FINISHED GRADEAS TO PREVIOUS EXISTING GRADE. TREE SHALL BEPLUMB AFTER SETTLEMENT.4'PLANTING SOIL MIXROLL BURLAP BACK FROM TOP 1/3 OFROOTBALL BEFORE BACKFILLING. UNTIEROPE FROM TRUNK.FREE DRAINING SCARIFIED SUBGRADEL-028SHRUB PLANTINGLAST REVISED 02/29/2020TRUDELL CONSULTING ENGINEERS12" MIN.PLACE SHRUBS PERPENDICULAR TO GRADECURB2" BARK MULCH: PULL MULCH AWAY FROM BASE OF SHRUB,HOLD TOP OF SETTLED MULCH 1" BELOW CURBPLANTING SOIL MIX THROUGHOUTENTIRE PLANTING AREAFINISH GRADEPLACE ROOTBALLON COMPACTEDSUBGRADEFREE DRAINING SCARIFIEDUNDISTURBED SUBGRADE1" = 1'L-0291" = xx'LAST REVISED 02/26/2020TRUDELL CONSULTING ENGINEERSTREE PROTECTIONFOR TREES TO REMAIN WITHIN LIMIT OF LANDSCAPEWORK AREA:CONTRACTOR SHALL CONTACT ARBORIST PRIOR TODEMOLITION TO PERFORM RECOMMENDED TREATMENTS(FERTILIZER, ROOT PRUNE, ETC.) ON SPECIMEN TREES TOREMAIN BEFORE BEGINNING DEMOLITION.PLAN VIEWEXISTINGTREEEXISTINGTREE6' MIN.SECTION VIEWPRUNE PER ISA STANDARDS. REMOVE DEAD &DAMAGED BRANCHES. TIE BRANCHES UP TO AVOIDDAMAGE FROM CONSTRUCTION EQUIPMENT.EXISTING TREE (S)LIMIT OF DRIPLINE(VARIES)WOODEN OR METAL POSTS (TYPICAL)INSTALL FENCING AT EDGE OF DRIPLINE OR AS FARFROM TRUNK AS POSSIBLE. MIN. DISTANCE IS 6' FROMTRUNK. MAY BE PLASTIC SNOW FENCE OR CHAINLINK, MIN. 4' HIGH.ZONE OF CONSTRUCTION IMPACT (CUT/FILL)PRUNE DAMAGED OR EXPOSED ROOTSDAMAGED WITH A SHARP SAW.LIMIT OF FENCING(INDIVIDUAL TREE)LIMIT OF FENCING (MULTIPLE TREES)EXISTING GRADELIMIT OF CONSTRUCTION IMPACT (REFER TO PLANS)LIMIT OF FENCE (INDIVIDUAL TREE)LIMIT OFCANOPY(VARIES)LIMIT OF FENCING(MULTIPLE TREES)WOODEN OR METAL POSTS (MAX. 8' SPACING)2x4 DIM. LUMBER ATTACHED W/METALSTRAPPING (OPT) AT 2 LOCATIONS(MIN.). CLADDING SHALL BE 8' HIGHWITH 6" SPACING OF BOARDS. WRAPBARK W/BURLAP PRIOR TO ARMORING,OR APPROVED ALTERNATIVE METHODNO STORAGE OF EQUIPMENT OFMATERIALS WITHIN DRIPLINEL-019TREE PLANTINGTRUDELL CONSULTING ENGINEERSLAST REVISED 03/26/202018"18"12"MIN.NOTE: EXAMINE ENTIRE TREE AND REMOVEALL NURSERY TAGS, ROPE, STRING, ORSURVEYORS TAPE TO PREVENT FUTUREGIRDLING.SURROUNDING SOIL SHOULD NOT EXCEED80% COMPACTION, DRAINAGE WILL BEREQUIRED IF COMPACTED SOILS ARE PRESENTPLANTING PIT IS(3) TIMESTHE DIAMETER OFTHE ROOT BALLNOTE:1. ALL TREE PLANTING BEDS ARE TO BE CONTINUOUS,COMPLETELY DUG OUT AND BACKFILLED WITH THEPROPER PLANTING BED BACKFILL MATERIAL.NYLON STRAPWITH 3/4" GROMMETSFASTEN WIRE BELOW POINT OFMAJOR BRANCHING OR TO MAJOROUTSIDE TRUNK.2 12" HARDWOOD STAKES. ALIGNSTAKES PARALLEL W/ ROAD/ WALKSOR PARALLEL W/ DIRECTION OFPREVAILING WINDTEMPORARY WATERING BASINBREAK APART EDGE OF EXCAVATIONW/ SHOVEL AND BLEND PLANT MIXW/ EXISTING SOIL TO PROVIDETRANSITION TO UNDISTURBED GRADEUNDISTURBED GRADE EXCAVATEONLY TO SPECIFIED PLANTINGDEPTH TO ENSURE STABLE BASEFINISH GRADEBACKFILL MIX FOR TREE PLANTING BEDSREMOVE TOP HALF OF WIRE CAGECUT AND REMOVE BURLAPFROM ROOTBALL2" HEMLOCK BARK MULCH, KEPT 3" MIN AWAY FROM TRUNKTOP OF ROOTBALL, ROOT FLARE SHOULDBE EVIDENT. IF ROOT FLARE IS NOT EVIDENT,THEN SCRAPE OFF THE TOP LAYER OF SOILBUILD UP ON TOP OF ROOTBALL FROM NURSERY.DECIDUOUS TREESPECIALFREESTANDING WALLTRUDELL CONSULTING ENGINEERSLAST REVISED 06/11/20201" = 1'CONCRETE SIDEWALK3.5" PRECAST STONE CAP, NATURALSTONE FINISHFINISH GRADE VARIES,SEE PLANSFREE DRAINING,SCARIFIEDSUBGRADE6"PLANTING SOIL MIX,(ROLLED THICKNESS)1/2" EXPANSION JOINT WITHNON-SHRINK EPOXYMORTAR (TYPICAL)20"3"1'-6"
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.4
0.5
0.7
0.5
0.4
0.3
0.3
0.4
0.4
0.3
0.3
0.3
0.3
0.3
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.2
0.3
0.4
0.2
0.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.6
1.7
2.4
1.5
0.7
0.7
0.9
1.0
1.0
0.9
0.6
0.6
0.8
1.2
1.0
0.5
0.4
0.4
0.4
0.2
0.1
0.4
0.7
1.1
0.7
0.4
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.8
2.2
2.6
1.7
1.1
1.5
2.3
2.2
2.3
2.2
1.4
0.9
1.4
3.0
1.7
0.8
0.8
1.1
0.9
0.5
0.2
0.6
1.8
2.8
1.8
0.5
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.3
0.8
1.2
3.8
3.5
3.6
3.8
2.1
1.1
1.3
3.0
1.5
1.1
1.6
2.7
2.1
0.9
0.4
0.6
1.2
2.0
1.3
0.4
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.5
1.1
1.7
1.1
0.5
0.4
0.5
0.6
0.4
0.3
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.3
0.6
1.5
2.7
0.2
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.3
0.6
1.4
2.5
0.4
0.2
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.3
0.6
1.0
1.5
0.8
0.5
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.2
0.4
0.7
1.0
1.3
1.7
0.9
0.4
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.5
0.9
1.6
2.0
2.4
1.2
0.5
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.1
0.3
0.6
1.2
2.3
3.2
1.8
0.9
0.4
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.2
0.4
0.7
1.3
2.2
3.0
0.8
0.5
0.3
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.2
0.5
0.8
1.1
1.6
0.5
0.4
0.3
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.2
0.7
0.9
1.0
1.2
0.8
0.9
1.3
2.2
3.4
3.0
1.8
1.2
1.5
0.4
0.4
0.3
0.3
0.2
0.1
0.0
0.0
0.0
0.0
0.1
0.2
0.9
1.1
1.1
1.1
0.9
1.0
1.2
1.8
2.4
2.2
1.5
1.2
1.4
2.3
2.8
2.0
1.3
1.2
1.8
3.0
3.0
1.8
0.9
0.6
0.8
0.9
0.9
0.6
0.4
0.1
0.0
0.0
0.0
0.0
0.1
0.2
1.1
1.3
1.3
1.2
1.1
1.1
1.1
1.3
1.4
1.4
1.1
1.0
1.1
1.4
1.6
1.3
1.0
1.0
1.4
2.0
2.0
1.4
0.9
0.7
1.1
1.8
2.2
1.4
0.5
0.1
0.0
0.0
0.0
0.0
0.1
0.3
1.5
1.5
1.5
1.4
1.2
1.1
1.1
1.1
1.1
1.0
0.9
0.9
0.9
1.0
1.0
0.9
0.9
0.9
1.0
1.2
1.2
1.0
0.8
0.7
1.3
2.8
3.0
1.8
0.7
0.2
0.1
0.0
0.0
0.0
0.2
0.3
1.7
1.8
1.7
1.6
1.4
1.2
1.1
1.0
1.0
0.9
0.9
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.8
0.8
1.2
1.4
1.7
1.2
0.7
0.2
0.1
0.0
0.0
0.0
0.2
0.3
2.0
2.1
1.9
1.7
1.5
1.3
1.2
1.1
1.0
0.9
0.9
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.9
0.9
0.9
0.9
1.0
1.0
1.1
0.9
0.6
0.3
0.0
0.0
0.0
0.0
0.0
0.0
2.2
2.1
1.9
1.7
1.5
1.4
1.3
1.1
1.0
1.0
0.9
0.9
0.9
0.9
0.9
0.9
0.9
0.9
0.9
0.9
0.9
0.9
1.0
1.0
1.0
0.9
0.9
0.9
0.7
0.3
0.0
0.0
0.0
0.0
0.2
0.4
2.1
2.1
1.9
1.7
1.6
1.5
1.3
1.2
1.2
1.1
1.1
1.1
1.1
1.1
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.1
1.1
1.1
1.1
1.1
1.1
0.8
0.2
0.0
0.0
0.0
0.0
0.2
0.6
1.8
1.9
1.8
1.7
1.6
1.5
1.4
1.3
1.3
1.3
1.2
1.3
1.3
1.3
1.3
1.2
1.2
1.1
1.1
1.1
1.1
1.1
1.2
1.2
1.3
1.3
1.4
1.3
1.1
0.1
0.1
0.0
0.0
0.0
0.1
0.1
0.7
1.5
1.6
1.6
1.6
1.6
1.5
1.5
1.4
1.4
1.4
1.4
1.5
1.5
1.5
1.5
1.5
1.4
1.3
1.2
1.2
1.2
1.2
1.3
1.4
1.5
1.6
1.7
1.6
1.2
0.2
0.1
0.1
0.0
0.1
0.1
0.8
1.3
1.4
1.4
1.5
1.6
1.6
1.5
1.5
1.5
1.5
1.6
1.7
1.8
1.8
1.8
1.8
1.7
1.5
1.4
1.3
1.3
1.3
1.4
1.5
1.7
1.8
1.9
1.9
1.1
0.2
0.1
0.1
0.0
0.0
0.1
0.7
1.0
1.1
1.3
1.5
1.6
1.6
1.6
1.6
1.6
1.7
1.8
2.0
2.1
2.1
2.1
2.1
1.9
1.7
1.5
1.4
1.4
1.4
1.5
1.6
1.8
1.9
2.1
2.1
0.9
0.2
0.1
0.1
0.1
0.0
0.1
0.5
0.8
0.9
1.2
1.4
1.6
1.6
1.6
1.6
1.7
1.8
1.9
2.1
2.3
2.4
2.4
2.4
2.2
1.9
1.6
1.5
1.4
1.4
1.5
1.6
1.8
1.9
2.1
2.2
0.0
0.0
0.2
0.1
0.1
0.0
0.1
0.4
0.6
0.7
1.2
1.5
1.6
1.6
1.6
1.6
1.7
1.8
2.0
2.1
2.4
2.6
2.6
2.5
2.2
2.0
1.7
1.6
1.4
1.4
1.4
1.5
1.7
1.9
2.1
2.0
0.5
0.2
0.1
0.1
0.1
0.0
0.1
0.3
0.5
0.6
1.2
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.6
1.6
1.6
1.7
1.7
1.7
1.7
1.6
1.5
1.3
1.2
1.2
1.2
1.3
1.5
1.7
1.8
1.7
0.4
0.2
0.1
0.1
0.0
0.1
0.2
0.4
0.5
1.3
1.7
1.6
1.5
1.4
1.3
1.1
0.9
0.9
0.8
0.8
0.8
0.5
0.7
0.7
0.7
0.7
0.6
0.9
1.0
1.0
1.1
1.2
1.4
1.5
1.5
0.4
0.1
0.1
0.1
0.0
0.4
1.5
1.9
1.8
1.6
1.4
1.2
1.1
1.0
0.9
0.9
1.0
1.1
1.2
1.3
1.2
1.1
1.0
1.0
1.1
1.2
1.3
1.4
1.5
1.5
1.4
1.3
0.4
0.1
0.1
0.0
0.0
0.3
0.4
1.6
2.1
2.0
1.8
1.5
1.3
1.2
1.1
1.0
1.1
1.1
1.3
1.5
1.8
2.0
2.3
2.5
2.6
2.5
2.3
2.1
1.9
1.7
1.5
1.4
1.2
0.5
0.2
0.1
0.1
0.0
0.2
0.4
1.8
2.3
2.1
1.8
1.6
1.4
1.2
1.1
1.1
1.1
1.2
1.3
1.5
1.7
2.0
2.2
2.4
2.5
2.4
2.3
2.0
1.8
1.6
1.5
1.3
1.0
0.6
0.3
0.2
0.1
0.1
0.2
0.3
1.8
2.2
2.0
1.7
1.5
1.3
1.2
1.1
1.1
1.1
1.1
1.2
1.2
1.5
1.8
2.0
2.1
2.1
2.1
2.0
1.8
1.6
1.4
1.3
1.2
0.9
0.6
0.3
0.2
0.1
0.1
0.2
0.3
1.9
2.1
1.9
1.7
1.5
1.3
1.2
1.1
1.0
1.0
1.0
1.1
1.2
1.4
1.5
1.7
1.8
1.8
1.8
1.7
1.6
1.4
1.3
1.2
1.0
0.8
0.5
0.3
0.2
0.1
0.1
0.1
0.2
1.7
1.8
1.7
1.5
1.3
1.2
1.1
1.0
1.0
1.0
1.0
1.0
1.1
1.2
1.3
1.4
1.5
1.5
1.5
1.4
1.3
1.2
1.1
1.0
0.8
0.6
0.4
0.3
0.2
0.1
0.1
0.1
0.3
1.4
1.5
1.4
1.3
1.2
1.1
1.0
0.9
0.9
0.9
0.9
1.0
1.0
1.0
1.1
1.2
1.2
1.2
1.2
1.2
1.1
1.0
0.9
0.8
0.7
0.5
0.4
0.3
0.2
0.1
0.1
0.1
0.4
1.1
1.2
1.2
1.1
1.0
1.0
0.9
0.9
0.8
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.9
0.9
0.9
0.9
0.8
0.8
0.7
0.6
0.4
0.3
0.3
0.2
0.1
0.1
0.0
0.4
0.9
1.0
0.9
0.9
0.9
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.8
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.6
0.5
0.5
0.4
0.3
0.2
0.2
0.1
0.0
0.4
0.6
0.8
0.8
0.8
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.7
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.5
0.5
0.5
0.4
0.4
0.3
0.3
0.2
0.2
0.1
0.0
0.1
0.3
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.5
0.5
0.5
0.5
0.5
0.5
0.4
0.4
0.4
0.4
0.3
0.3
0.3
0.2
0.2
0.1
0.1
0.0
0.1
0.2
0.4
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.5
0.5
0.5
0.5
0.5
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.3
0.3
0.3
0.3
0.2
0.2
0.2
0.1
0.1
0.0
0.1
0.1
0.3
0.4
0.4
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.4
0.4
0.4
0.4
0.4
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.2
0.2
0.2
0.2
0.1
0.1
0.1
0.0
0.0
0.1
0.2
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.3
0.3
0.3
0.3
0.3
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.0
0.3
0.3
0.3
0.3
0.3
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.1
0.1
0.1
0.1
0.0
0.0
0.0
OHOHOHOHOHOHOHOHOHOHOHOHOHOH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
OHUG
GGGGWG G G
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SSSSSSSSSS
S
S
S
S
SSW
D
D
DD SDD
SSWWD
D
D
D
D
D
D
D
DDDDDDDDDDDDDDDWWWWUG
UG
UG
BACON STREET
BOUNDARY LINE TO BE DISSOLVEDPROPOSED
BUILDING
4,930
SF
FINISHED
FLOOR
ELEVATION
=
211.90DDDDD D D D
D
D
D D
D
D
D
D
D
D
D
D
D
D
DRDRDRD
D DDDDDA
A
A
B
A
A
A
AB
B
B
C
C
C
C
A
A
C
S SSSSSSSSSSSSS
S
S
S
D
RDRDRDRDRDRDRDRDRDDDDD3 BIKE RACKS
HELIO M30/K4 SECURITY BOLLARD,
SERIES 900, NON-ILLUMINATED
(TYPICAL)
C
UD
UD
UDUDUD
0
Feet
Graphic Scale
10 10 20
15°±VT GridMagneticSheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
ENGINEERING SURVEY
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
06/04/2020
1" = 10'
19-202
NPC
JAD
348
TAX ID: 1540-00510
AVG. ILLUMINATION AVG. ILLUMINATION UNIFORMITY RATIO MAX. POINT
(HORIZONTAL)(VERTICAL) ILLUMINATION
LUMINAIRE SCHEDULE
SYMBOL LABEL QTY CATALOG NUMBER DESCRIPTION LAMP
A 9
MOUNT HEIGHT
11 FTVMMV-L10-840-TL-S-DGL
13 Watt
C LEDECF-S-3L-530-NW-G2-4-HIS
B LBLHO-6036
20 FT
3.5 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 L2-01 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.
2
5
Lighting Plan
LI 2-01
06/04/2020
1" = 10'
19-202
NPC
JAD
348
Bacon St. Properties,
LLC
510 Shelburne Road
South Burlington, Vermont
ZONE 1 0.8 fc n/a n/a 3.8 fc
LEGEND
0.5 FOOTCANDLES (fc)
1.0 FOOTCANDLES (fc)
2.0 FOOTCANDLES (fc)
WILLIAMS VOLTAIRE ARCH. MINI
WALLPACK - VWM VERTICAL
13W LED
4000K
FORMS & SURFACES
HELIOS BALLARD - 360 DEGREES
32W LED
4000K
GARDCO ECOFORM AREA -
AMALL TYPE IV WITH HOUSE-SIDE
INTERNAL SHIELDING
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
ENGINEERING SURVEY
Field Book:
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
PLANNING ENVIRONMENTAL
06/04/2020
Shown
19-202
RMP
JAD
348
TAX ID: 1540-00510
LI-001LAST REVISED 03/27/2019TRUDELL CONSULTING ENGINEERS
TYPICAL LUMINAIRE
GRASS AREAS
PAVED AREAS
A:MOUNT HEIGHT VARIES.
REFER TO LIGHTING PLAN
B:BASE DEPTH 6 FT. MIN.
FOR UP TO 20 FT. MOUNT HEIGHT. 8
FT. MIN. FOR UP TO 30 FT.
C:PRECAST FOOTING DIAMETER
DETERMINED BY BASE PLATE
D:SUBMIT SHOP DRAWINGS FOR
REVIEW PRIOR TO CONSTRUCTION.
NOTE:
BOLT PATTERN, CONDUIT SIZE AND
GROUNDING TO BE DETERMINED BY
LIGHTING/ELECTRIC CONTRACTOR
B℄24"AMOUNT HEIGHT VARIESAMOUNT HEIGHT VARIESC BREFER TO LIGHTING PLAN FOR
FIXTURE STYLE & WATTAGE
PAINT EXPOSED FOOTING YELLOW4"CLASS B CONCRETE FOOTING
LI-007LAST REVISED 03/27/2019TRUDELL CONSULTING ENGINEERS
LUMINAIRE FOOTING
BASE PLATE
GROUNDING BUSHING (2 PCS)
LIGHT POLE
HAND HOLE AND COVER
GROUNDING TERMINAL
NOTES:
1.FOOTING DIMENSIONS DEPENDENT ON ACTUAL
FIXTURE USED.
2.SEE MANUFACTURER'S SPECS FOR BOLT PATTERN
LAYOUT.
3.CONTRACTOR SHALL VERIFY FOOTING SIZE
MEETS THE APPROPRIATE CODES FOR HEIGHT OF
POLES SHOWN.
4.SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO
CONSTRUCTION.5'-0"24" MIN.COVERSTEEL ANCHOR BOLTS
FINISHED GRADE
1/2" PVC CONDUIT
3/4" PVC SCH 40 OR RIGID
GALVANIZED STEEL (2 PCS)
GROUND18"6"Lighting Details
LI 2-02
06/04/2020
Shown
19-202
RMP
JAD
348
Bacon St. Properties,
LLC
510 Shelburne Road
South Burlington, Vermont