HomeMy WebLinkAboutSP-24-12 - Plans - Record - 1330 Shelburne RoadG
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iIN=179.7'
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TAX ID 1540-01330
±2.07 ACRES
N/F
OLIVIA KAZAK
N/F
VERMONT INDUSTRIAL PARKS
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LIMITS OF TCE TOPOFRAPHIC
SURVEY 02/20/2024
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30
'
30'
30' FRONT YARD SET BACK
OUTLET LOCATION
COULD NOT BE ESTABLISHED
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4"
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NEW 8' CONCRETE SIDEWALK
NEW CURB AND CONCRETE PATIO
183
9
36
14
14
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10
PARKING SPOTS TO BE REPLACED WITH
CONCRETE DUMPSTER PAD AND ENCLOSURE
PORTE COCHERE FOR
BANK DRIVE-THROUGH
DRIVE UP ISLANDBIKE RACK (6)
PROPOSED BANK
(2,000 s.f.)
REMAINDER OF BUILDING
TO REMAIN EMPTY
END OF SIDEWALK FLUSH WITH PAVMENT
STOP SIGN
END CURB
STOP SIGN
NEW PAVED AREA
NEW PLANTING BED
SNOW STORAGE
SNOW STORAGE
SNOW STORAGE
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
Field Book:
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
0
Feet
Graphic Scale
1 2 3
15°±
VT
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Site Plan
C2-01
----
1" =20'
22-231
RA
RA
ADD
1330 Shelburne
Road
1330 Shelburne Road
South Burlington, VT 05495
1 4/19/24 RAResponse to Comments
0
Feet
Graphic Scale
20 40 60
ZONING INFORMATION:
ZONING DISTRICT: COMMERCIAL 1 - RESIDENTIAL 15
MAX. COVERAGE: 70%
MAX. BLDG COVERAGE 40%
MINIMUM LOT SIZE 40,000 S.F.
SETBACKS:
FRONT: 30 FT
SIDE 10 FT
REAR: 30 FT
BLD HEIGHT: 5 Stories
PROJECT INFORMATION:
1.OWNER OF RECORD: 1330 REALTY, LLC
c/o DAVID ZHANG
202 CANAL STREET, #601B
NEW YORK, NY 10013
2.TAX PARCEL ID: 1540-1330
3.PHYSICAL ADDRESS 1330 SHELBURNE ROAD
OF PROPERTY:SOUTH BURLINGTON, VT 05495
4.PARCEL SIZE: 2.1± ACRES
ZONING DISTRICT: COMMERCIAL 1 - RESIDENTIAL 15
PARKING INFORMATION:
CURRENT PARKING SPACES:104
CURRENT ACCESSIBLE HANDICAP SPACES:5
PROPOSED PARKING SPACES:199
PROPOSED ACCESSIBLE HANDICAP SPACES: 4
TRAFFIC IMPACT:
ITE TRIP GENERATION, 11TH EDITION
PERMITTED PM PEAK HOUR - 44 PM PEAK HOUR TRIPS
2,000 ' COMMERCIAL BANK - 42 PM PEAK HOUR TRIP
LOT COVERAGE:
LOT SIZE: 88,130 S.F.
EXISTING LOT COVERAGE:46,423 S.F.52.6%
PROPOSED LOT COVERAGE: 45,423 S.F.52.6%
FRONT LOT SETBACK COVERAGE:
IMPERIAL DRIVE:
TOTAL AREA: 13,830 S.F.
EXISTING COVERAGE: 968 S.F.7.0%
PROPOSED COVERAGE: 968 S.F.7.0%
SHELBURNE ROAD:
TOTAL AREA: 5,422 S.F.
EXISTING COVERAGE: 1176.57 21.7%
PROPOSED COVERAGE: 1,572.38 29.0%
COMBINED:
TOTAL AREA: 18,350 S.F.
EXISTING COVERAGE: 2,019 S.F.11.0%
PROPOSED COVERAGE: 2,422 S.F.13.2%
LEVEL 1
0' - 0"
ROOF
19' - 1"
3'
-
1
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8'
-
0
"
PT-1
PT-2 PT-3
PT-1
PT-1PT-3
PT-3 PT-3
PT-3
MP-1
M-1
M-2
LEVEL 1
0' - 0"
ROOF
19' - 1"
12
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7'
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14
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DEPOSIT BOX
PT-1
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PT-2
PT-3
PT-1 PT-1PT-3 PT-3MP-1 M-1
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-
8
"
1'
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1
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BIKE RACK
M-1
M-1
MP-1
M-2
LEVEL 1
0' - 0"
ROOF
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3'
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PT-1
PT-3
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MP-1
LEVEL 1
0' - 0"
ROOF
19' - 1"
11
'
-
0
"
PT-3PT-1
M-1
PT-3PREMANUFACTURED METAL CANOPY
EXISTING LADDER & CAGE. PAINT TO MATCH ADJACENT WALL
LEVEL 1
0' - 0"
ROOF
19' - 1"
7'
-
1
0
"
MP-1
M-1
BRAKE METAL/ METAL PANEL - COLOR TO BE CUSTOM PMS-294 TO MATCH NBT BANK BLUE
METAL COLUMN ENCLOSURE - FINISH AND COLOR TO MATCH METAL PANEL MP-1 FINISH
METAL PANEL - FINISH TO BE METALLIC SILVER
PAINT - NEUTRAL FIELD COLOR OVER EXISTING MASONRY. COLOR TO BE SHERWIN WILLIAMS #SW 7060 "ATTITUDE GRAY"
PAINT - ACCENT COLOR OVER EXISTING MASONRY. COLOR TO BE SHERWIN WILLIAMS #SW 7014 "EIDER WHITE"
PAINT - ACCENT COLOR OVER EXISTING MASONRY. COLOR TO BE SHERWIN WILLIAMS #SW 6991 "BLACK MAGIC"
EXTERIOR ELEVATION MATERIAL LEGEND:
M-1
M-2
MP-1
PT-1
PT-2
PT-3
PROGRESS PRINT
DO NOT USE FORCONSTRUCTION
Scale:
Date:
Drawn By:
SHEET #:
CON #/PHASE:
PROJECT #:
PROJECT NAME:SEAL:CLIENT:M.E.P. ENGINEER:STRUCTURAL ENGINEER:INTERIOR DESIGN:
518.450.7026 33 CHURCH ST SARATOGA SPRINGS, NY 12866 JON@THEARCHCOLLABORATIVE.COM
A5.1
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04/23/24
23012
CD
NBT BANK - SOUTH BURLINGTON
No.Description Date
A5.1 1/8" = 1'-0"
3 NORTH ELEVATION
A5.1 1/8" = 1'-0"
1 SOUTH ELEVATION
A5.1 1/8" = 1'-0"
2 WEST ELEVATION
A5.1 1/8" = 1'-0"
4 EAST ELEVATION
A5.1 1/8" = 1'-0"
5 MAIN ENTRANCE ELEVATION
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
Field Book:
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
LEGEND
PROPOSEDEXISTING
STREAM
TRAIL
PROPERTY LINE
EASEMENTS
SETBACKS
WETLAND LIMIT
FENCE
TREE LINE
CLEANOUT (CO)
CATCH BASIN (CB)
GUARD RAIL
VALVE
CURB STOP (CS)
FIRE HYDRANT (HYD)
WATER SUPPLY WELL
END CAP
BLOWOFF
UTILITY POLE
LUMINAIRE
BOLLARD LIGHT
IRON PIPE
STEEL REBAR
IRON PIN (IP)
CALCULATED POINT
SOIL BORING
BENCHMARK
CONCRETE MONUMENT
STONEWALL
OVERHEAD UTILITY
SEWER FORCEMAIN
STORM DRAINAGE
CURTAIN DRAIN
UNDERDRAIN
ROOF DRAIN
FOOTING DRAIN
REMOVED/ABANDONED
PAVED DRIVE OR ROAD
GRAVEL DRIVE OR ROAD
TOPOGRAPHIC CONTOURS
OBSERVATION WELL
PERCOLATION TEST
SOIL TEST PIT
TO BE SETFOUND SET
RECORD DRAWING REQUIREMENTS:
1.A CLEAN SET OF UP TO DATE RECORD DRAWINGS IS TO BE AVAILABLE FOR REVIEW ON SITE AT ALL TIMES. FOR JOBS LASTING MORE THAN 4
WEEKS A REVIEW OF THE RECORD DRAWINGS WILL BE DONE BY THE ENGINEER EVERY 2 WEEKS AND COMMENTS OR DEFICIENCIES MAY BE
PROVIDED.
2.TIES TO ALL BENDS, VALVES, JOINTS, CONNECTIONS AND DESIGN FEATURES SHALL BE PROVIDED. TIES SHALL BE PULLED FROM EASILY
LOCATABLE PERMANENT ABOVE GROUND FEATURES THAT ARE VISIBLE YEAR AROUND SUCH AS BUILDING CORNERS, HYDRANTS, SEWER AND
STORM DRAIN COVERS THAT WILL BE CLEARED IN WINTER, UTILITY POLES, ETC. REFRAIN FROM PROVIDING TIES WITH ACUTE ANGLES. TIES
SHOULD BE PULLED AT ANGLES AS CLOSE TO 90 DEGREES AS POSSIBLE. TIES WITH ANGLES TOO ACUTE MAY BE REJECTED.
3.RECORD INFORMATION NEEDS TO BE PROVIDED ON THE APPROPRIATE DESIGN PLANS ON A WEEKLY BASIS. RECORD INFORMATION
REGARDING TCE DESIGN ITEMS PLACED ON INAPPROPRIATE DESIGN PLANS WILL NOT BE ACCEPTED.
4.TCE WILL ACCEPT ELECTRONIC RECORD COORDINATE INFORMATION, REFERENCED TO THE PROJECT DATUM. ELECTRONIC DATA SHALL BE
COMPUTER-AIDED DESIGN (CAD) FILES INCLUDING NATIVE FILE FORMATS (DWG).
5.IF ENGINEERING SERVICES FOR BI-WEEKLY REVIEW OF RECORD INFORMATION HAVE NOT BEEN OBTAINED FOR THE PROJECT ALL RECORD
INFORMATION FOR TCE DESIGN ITEMS SHALL BE PROVIDED TO TCE WITHIN 7 BUSINESS DAYS OF THE COMPLETION OF THE WORK.
6.PLANS SUBMITTED AT THE END OF THE PROJECT SHALL BE REVIEWED FOR COMPLETENESS. ALL REQUIREMENTS LISTED ABOVE APPLY.
7.IF DESIGN FEATURES WERE INSTALLED EXACTLY PER THE DESIGN PLANS TIES TO THE FEATURE ARE STILL REQUIRED TO BE PROVIDED BY THE
CONTRACTOR FOR THE OWNERS USE. ANY FEATURE NOT INDICATED AS DIFFERENT IN RED WILL BE CONSIDERED TO BE EXACTLY PER DESIGN.
8.RECORD INFORMATION SHALL INCLUDE BOTH VERTICAL AND HORIZONTAL LOCATIONS. THIS INCLUDES BUT IS NOT LIMITED TO FINISHED
FLOOR ELEVATIONS, RIMS AND INVERTS OF STRUCTURES AND PIPING, INVERTS AT CROSSINGS, ETC.
9.ANY UTILITIES ENCOUNTERED THAT ARE NOT SHOWN ON THE PLANS SHALL BE ADDED TO THE PLANS WITH APPROPRIATE TIES.
10.TIES SHALL INCLUDE ALL UTILITIES INSTALLED BY CONTRACTOR WHICH INCLUDE BUT ARE NOT LIMITED TO SEWER, WATER, STORM, ELECTRIC,
CABLE, TELEPHONE, GAS, ETC.
11.RECORD DRAWINGS SHALL BE SUPPLIED ON BOTH HARD COPY AND ELECTRONIC DATA. ELECTRONIC DATA SHALL BE COMPUTER-AIDED
DESIGN (CAD) FILES INCLUDING NATIVE FILE FORMATS (DWG).
12.THE CONTRACTOR SHALL SUBMIT ON A WEEKLY BASIS PROJECT PHOTOGRAPHS. THE INFORMATION WILL BE SUBMITTED TO THE ENGINEER IN
ELECTRONIC FORMAT WITH EACH PICTURE BEING LABELED BY DATE, LOCATION AND ACTIVITY. AT A MINIMUM THE CONTRACTOR WILL
SUBMIT PICTURES OF ALL THRUST BLOCKS, CONNECTIONS TO EXISTING FACILITIES AND STRUCTURES BEFORE AND AFTER BACKFILL. PROVIDE
AUXILIARY LIGHTING AS REQUIRED TO PRODUCE CLEAR, WELL-LIT PHOTOGRAPHS WITHOUT OBSCURING SHADOWS. THE CONTRACTOR SHALL
MAINTAIN ONE CHECK SET OF PHOTOGRAPHS AT THE SITE FOR REFERENCE. UPON REQUEST THE CONTRACTOR SHALL PROVIDE PICTURES OF
VARIOUS AREAS DEEMED NECESSARY BY THE ENGINEER OR OWNER.
13.CERTIFICATIONS BY THE ENGINEER AND SUCCESSFUL TEST RESULTS DO NOT RELIEVE THE CONTRACTOR OF FULL COMPLIANCE WITH THE
DESIGN PLANS, SPECIFICATIONS AND PERMITS SHOULD A DEFICIENCY BE DISCOVERED AFTER SAID CERTIFICATION OR TESTING.
SPECIAL NOTE:
FOR CLARITY, ALL ORIGINAL COLOR SHEETS
MUST BE REPRODUCED IN COLOR
CONSTRUCTION PHASE:
LISTED BELOW IS A BRIEF SUMMARY OF CONSTRUCTION PHASE REQUIREMENTS. THIS LIST IS NOT INTENDED
TO BE ALL-INCLUSIVE. CONSTRUCTION SPECIFICATIONS, PERMIT REQUIREMENTS AND SUBSEQUENT
CONTRACTUAL AGREEMENTS FROM PARTIES INVOLVED SHALL PREVAIL.
PRE-CONSTRUCTION
·OWNER TO ESTABLISH SCOPE OF SERVICES WITH PROJECT ENGINEER(S)
·OWNER TO IDENTIFY WORK SCOPE AND SCHEDULE
·UPON OWNER REQUEST, ENGINEER WILL ASSIST WITH CONTRACTOR BID AND SELECTION PROCESS
·ENGINEER TO FINALIZE PLANS FOR CONSTRUCTION READINESS INCLUDING SPECIFICATIONS
·MEETING BETWEEN OWNER, ENGINEER(S), CONTRACTOR(S), ARCHITECT(S), REGULATORY AUTHORITIES
AND OTHER PERTINENT PARTIES TO REVIEW AND DISCUSS THE WORK
PRE-CONSTRUCTION MEETING
·CONTRACTOR TO IDENTIFY SUPERINTENDENT WITH AUTHORITY TO MAKE DECISIONS
·CONTRACTOR TO IDENTIFY SUBCONTRACTORS
·CONTRACTOR TO ESTABLISH SCHEDULE
·CONTRACTOR TO DESIGNATE RESPONSIBLE PERSONNEL
·CONTRACTOR TO CONFIRM PROCEDURE FOR RFI'S, CHANGE ORDERS, EXTRAS AND PAY REQUESTS
·CONTRACTOR TO SUBMIT SHOP DRAWINGS
·CONTRACTOR TO OUTLINE SAFETY, SECURITY, AND WORKING HOURS
·CONTRACTOR OR OWNER TO IDENTIFY TESTING COMPANY
CONSTRUCTION PHASE
·INITIAL CONTROL SUPPLIED BY OWNER AND CONTRACTOR RESPONSIBLE FOR LAYOUT
·PROJECT ENGINEER TO ESTABLISH BENCHMARK AND IN SOME CASES INITIAL SITE LAYOUT
·DISCUSS RESTRICTIONS SUCH AS, BUT NOT LIMITED TO, WETLANDS OR TREE LINE
·REVIEW EXISTING AND REQUIRED PERMITS
·DIGSAFE AND PERMIT NUMBER
·ADDITIONAL UNDERGROUND LAYOUT BY PRIVATE COMPANY
·DISCUSS EROSION CONTROL
·OWNER TO PROVIDE PROJECT ENGINEER TO OBSERVE CONSTRUCTION PERIODICALLY, DURING
CRITICAL PHASES AND TESTING
·WEEKLY JOB MEETINGS DURING CONSTRUCTION UNLESS INDICATED OTHERWISE.
·OWNER TO PROVIDE PROJECT ENGINEER TO REVIEW AND DISCUSS PLANS, ANSWER QUESTIONS,
RESPOND TO CHANGES, APPROVE SUBMITTALS, AND OTHER BUSINESS COMMON TO CONSTRUCTION
SERVICES.
·ENGINEER TO OBSERVE TESTING AND COLLECT RESULTS
·OWNER AND CONTRACTOR TO COMPLY WITH PERMITS
·CONTRACTOR CERTIFICATION (PROVIDED BY CONTRACTOR)
·PICTURE AND RECORD DRAWINGS (PROVIDED BY CONTRACTOR)
PAVED DRIVE OR ROAD
WITH CURB
SEWER MAINS
AND SERVICES
WATER MAINS
AND SERVICES
LIQUID PROPANE
OR NATURAL GAS
UNDERGROUND UTILITY
MARBLE OR STONE
MONUMENT
TCE CONTROL POINT
MAG NAIL
TCE CONTROL POINT
STEEL REBAR
MTC, TRANSFORMER OR VAULT
OUTLET OR
END SECTION
ØØØØ
S S
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124
FM
W
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UD
RD
FD
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OH
UG
SB SB
124
W
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CD
UD
RD
FD
G
OH
UG
SB SB
ØØØØØØ
S S S S S
FM FM FM
W W W W
D D D D
CD CD CD
UD UD UD
RD RD RD
FD FD FD
G G G G
OH OH OH
UG UG UG
FM
D
Legend & Notes
C0-01
2/28/2024
1" =20'
22-231
RA
RA
ADD
1330 Shelburne
Road
1330 Shelburne Road
South Burlington, VT 05495
LEGEND NOTE:
SOME INFORMATION MAY BE PROVIDED BY OTHERS AND COULD BE SHOWN WITH A DIFFERENT SYMBOL NOT SHOWN ON THIS
LEGEND. HOWEVER, THEY ARE LABELED ON RESPECTIVE PLANS. IN SOME CASES A CHANGE IN SCALE OR PRINTER CAN ALTER
INFORMATION TO NOT SHOW AN EXACT MATCH ON THIS LEGEND. IF ANY QUESTIONS EXIST CONTACT THE ENGINEER TO CLARIFY.
ADDITIONAL LEGEND INFORMATION IS SUPPLIED SEPARATELY ON EROSION CONTROL PLANS AND SOME SURVEY PLATS.
SEWER, DRAINAGE OR TELEPHONE MANHOLE
(SMH/DMH/TMH)
TELEPHONE OR TELEVISION PEDESTAL
(TEL-PED/TV-PED)
ADJOINING PROPERTY LINE
WELL CONE /
WASTEWATER CONE OF INFLUENCE
SIGN
P-
XXMIN./IN.
SURVEY
CANOPY LIGHT
FLOOD OR WALL LIGHT
W
YARD DRAIN (YD)Y
1 XX/XX/XX XXXRevision
GAS OR ELECTRICAL METER
18"
TP-
WETLAND BUFFER
CONSTRUCTION NOTES FOR CONTRACTOR & CLIENT/OWNER:
1.CONTRACT DOCUMENTS: THESE PLANS WERE PREPARED BY TRUDELL CONSULTING ENGINEERS (TCE) AND ARE INTENDED TO BE USED IN CONJUNCTION WITH THE STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT, #C-700 PREPARED BY THE ENGINEERS JOINT CONTRACT
DOCUMENTS COMMITTEE (EJCDC), LATEST EDITION. COPIES ARE AVAILABLE AT WWW.NSPE.ORG/EJCDC.
2.UNDERGROUND IMPROVEMENTS: THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS SHOWN ARE ASSUMED BASED ON RESEARCH, UTILITY PLANS PROVIDED BY OTHERS, AND/OR SURFACE EVIDENCE AVAILABLE AND WERE OBTAINED IN A MANNER CONSISTENT WITH THE
ORDINARY STANDARD OF PROFESSIONAL CARE AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE DESIGN ENGINEER.
3.DIFFERING SUBSURFACE OR PHYSICAL CONDITIONS: IF CONTRACTOR BELIEVES THAT ANY SUBSURFACE OR PHYSICAL CONDITION AT OR CONTIGUOUS TO THE SITE THAT IS UNCOVERED OR REVEALED EITHER: (1) IS OF SUCH A NATURE AS TO ESTABLISH THAT ANY “TECHNICAL DATA” ON WHICH
CONTRACTOR RELIED IS MATERIALLY INACCURATE; OR (2) IS OF SUCH A NATURE AS TO REQUIRE A CHANGE IN THE PLANS/CONTRACT DOCUMENTS; OR (3) DIFFERS MATERIALLY FROM THAT SHOWN OR INDICATED IN THE PLANS/CONTRACT DOCUMENTS; OR (4) IS OF AN UNUSUAL NATURE, AND
DIFFERS MATERIALLY FROM CONDITIONS ORDINARILY ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THE PLANS/CONTRACT DOCUMENTS; THEN CONTRACTOR SHALL, PROMPTLY AFTER BECOMING AWARE THEREOF AND BEFORE
FURTHER DISTURBING THE SUBSURFACE OR PHYSICAL CONDITIONS OR PERFORMING ANY WORK IN CONNECTION THEREWITH (EXCEPT IN AN EMERGENCY), NOTIFY OWNER AND ENGINEER ABOUT SUCH CONDITION. CONTRACTOR SHALL NOT FURTHER DISTURB SUCH CONDITION OR PERFORM ANY
WORK IN CONNECTION THEREWITH (EXCEPT AS AFORESAID) UNTIL RECEIPT OF WRITTEN ORDER TO DO SO. ALL PARTIES INVOLVED (OWNER, ENGINEER, ARCHITECT AND MUNICIPALITY IF APPLICABLE) SHALL AGREE UPON HOW TO PROCEED AND ANY RELATED COST IMPLICATIONS.
4.UTILITIES: PRIVATE AND PUBLIC UTILITIES SUCH AS ELECTRIC, TELEPHONE, GAS, CABLE, FIBER OPTIC ETC. ARE THE RESPONSIBILITY OF THE RESPECTIVE UTILITY COMPANY. ANY INFORMATION SHOWN BY TCE SHOULD BE CONSIDERED PRELIMINARY (USUALLY TO ASSIST WITH PERMITTING.) FINAL DESIGN,
CONSTRUCTION AND MAINTENANCE ARE THE RESPONSIBILITY OF RESPECTIVE UTILITY COMPANIES. COMPLIANCE WITH EASEMENTS AND REGULATIONS (STATE AND LOCAL) ARE THE RESPONSIBILITY OF RESPECTIVE UTILITY COMPANY.
5.DIGSAFE: IN ACCORDANCE WITH VERMONT STATE LAW (VSA TITLE 30 CHAPTER 86 AND PSB RULE 3,800) THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT DIGSAFE SYSTEMS, INC. “DIGSAFE.” AT LEAST 48 HOURS , EXCLUDING SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS, BUT NOT MORE
THAN 30 DAYS BEFORE COMMENCING EXCAVATION ACTIVITIES, EXCEPT IN AN EMERGENCY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRE-MARKING THE SITE AND MAINTAINING DESIGNATED MARKINGS. FOR MORE INFORMATION ON DIGSAFE REQUIREMENTS SEE WWW.DIGSAFE.COM.
6.JOBSITE SAFETY: NEITHER THE PROFESSIONAL ACTIVITIES OF TRUDELL CONSULTING ENGINEERS (TCE), NOR THE PRESENCE OF TCE OR ITS EMPLOYEES AND SUB CONSULTANTS AT A CONSTRUCTION SITE, SHALL RELIEVE THE GENERAL CONTRACTOR AND ANY OTHER ENTITY OF THEIR OBLIGATIONS,
DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, SUPERINTENDING OR COORDINATING ALL PORTIONS OF THE WORK OF CONSTRUCTION IN ACCORDANCE WITH THE
CONTRACT DOCUMENTS AND ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES. TCE AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR OTHER ENTITY OR THEIR EMPLOYEES IN CONNECTION WITH
THEIR WORK OR ANY HEALTH OR SAFETY PRECAUTIONS. THE CLIENT AGREES THAT THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOBSITE SAFETY, AND WARRANTS THAT THIS INTENT SHALL BE MADE EVIDENT IN THE CLIENT'S AGREEMENT WITH THE GENERAL CONTRACTOR. THE CLIENT ALSO
AGREES THAT THE CLIENT, TCE AND TCE'S CONSULTANTS SHALL BE INDEMNIFIED AND SHALL BE MADE ADDITIONALLY INSURED UNDER THE GENERAL CONTRACTOR'S GENERAL LIABILITY INSURANCE POLICY.
7.CODES AND STANDARDS COMPLIANCE: TCE SHALL EXERCISE USUAL AND CUSTOMARY PROFESSIONAL CARE IN ITS EFFORTS TO COMPLY WITH CODES, STANDARDS, REGULATIONS AND ORDINANCES IN EFFECT. THE OWNER ACKNOWLEDGES THAT SUCH REQUIREMENTS MAY BE SUBJECT TO
VARIOUS AND CONTRADICTORY INTERPRETATIONS. TCE, THEREFORE, WILL USE ITS REASONABLE PROFESSIONAL EFFORTS AND JUDGMENT TO INTERPRET APPLICABLE REQUIREMENTS AS THEY APPLY TO THE PROJECT. TCE, HOWEVER, CANNOT AND DOES NOT WARRANT OR GUARANTEE THAT THE
PROJECT WILL COMPLY WITH ALL INTERPRETATIONS OF SUCH REQUIREMENTS.
8.CONSTRUCTION OBSERVATION: TCE MAY VISIT THE PROJECT AT APPROPRIATE INTERVALS DURING CONSTRUCTION TO BECOME GENERALLY FAMILIAR WITH THE PROGRESS AND QUALITY OF THE CONTRACTOR'S WORK AND TO DETERMINE IF THE WORK IS PROCEEDING IN GENERAL ACCORDANCE
WITH THE CONTRACT DOCUMENTS. THE OWNER HAS NOT RETAINED TCE TO MAKE DETAILED INSPECTIONS OR TO PROVIDE EXHAUSTIVE OR CONTINUOUS PROJECT REVIEW AND OBSERVATION SERVICES. TCE DOES NOT GUARANTEE THE PERFORMANCE OF, AND SHALL NOT HAVE RESPONSIBILITY
FOR, THE ACTS OR OMISSIONS OF ANY CONTRACTOR, SUB-CONTRACTOR, SUPPLIER OR ANY OTHER ENTITY FURNISHING MATERIALS OR PERFORMING ANY WORK ON THE PROJECT. TCE SHALL NOT SUPERVISE, DIRECT OR HAVE CONTROL OVER THE CONTRACTOR'S WORK NOR HAVE ANY
RESPONSIBILITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OF THE CONTRACTOR. IF THE OWNER DESIRES MORE EXTENSIVE PROJECT OBSERVATION OR FULL-TIME PROJECT REPRESENTATION, THE OWNER SHALL REQUEST SUCH SERVICES BE PROVIDED
BY TCE AS ADDITIONAL SERVICES.
9.CONTAMINATED SOILS NOTES: CONTRACTOR SHALL ABIDE BY LOCAL, STATE, AND FEDERAL REGULATIONS AND BEST PRACTICES REGARDING CONTAMINATED SOILS FROM PRIOR SITE USE. REFER TO APPROVED CORRECTIVE ACTION PLAN (CAP) AND MOST RECENT ENVIRONMENTAL/SOILS
REMEDIATION PLANS PREPARED BY KAS CONSULTING. SHORT AND LONG TERM MONITORING AND CAP SHALL BE APPROVED BY THE VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION. CORRECTIVE ACTION PLAN (CAP) AND SHORT AND LONG TERM SOILS MONITORING TO BE
APPROVED BY THE VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION. ALL EXCAVATION ON SITE SHALL ADHERE TO DEWATERING PRACTICES INCLUDING CHECK DAMS AND SILT BAG IMPLEMENTATION IN ACCORDANCE WITH THE EXCAVATION DEWATERING DETAIL ON C8-04.
10.THE PROJECT SHALL BE ADA COMPLIANT. THE CONTRACTOR SHALL SUBMIT SHOP DRAWING ON ADA COMPLIANT AREA PRIOR TO CONSTRUCTION.
11.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.
12.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.
13.ANY DEWATERING NECESSARY FOR THE COMPLETION OF THE SITEWORK SHALL BE CONSIDERED AS PART OF THE CONTRACT AND SHALL BE THE CONTRACTOR'S RESPONSIBILITY.
14.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.
15.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.
16.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.
17.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.
18.ALL WATER LINE TAPS SHALL BE LIVE TAPS; EXISTING WATER LINE MUST REMAIN IN SERVICE DURING CONNECTION, UNLESS INDICATED OTHERWISE.
19.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.
20.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.
21.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.)
22.CONTRACTOR TO SUPPLY DAYLIGHT PIPING FOR FOOTING DRAINS WITHIN CONSTRUCTION LIMITS. THE EXACT LOCATION MAY NOT BE CRITICAL. COORDINATE WITH OWNER AND PROJECT ENGINEER.
23.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.
24.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.
25.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.
26.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.
27.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.
28.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.
CONSTRUCTION READY PLAN:
ONCE THE PLANS ARE FULLY PERMITTED, CONTACT THE ENGINEER TO PREPARE CONSTRUCTION READY
PLANS. UPDATES INCLUDE BUT ARE NOT LIMITED TO MORE SPECIFIC SITE DETAIL, COORDINATION WITH
THE OWNER, COORDINATION WITH OTHER DISCIPLINES, COORDINATE WITH UTILITY COMPANIES,
FINISHED SPOT GRADES AN OTHER PERTINENT INFORMATION TO ASSIST WITH THE CONSTRUCTION PHASE.
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
Field Book:
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
Site Details
C8-01
----
----
22-231
RA
RA
ADD
1330 Shelburne
Road
1330 Shelburne Road
South Burlington, VT 05495
1 04/19/24 RAResponse to Comments
PAVEMENT MARKINGS
1.1 QUALITY ASSURANCE
Regulatory Requirements: Comply with materials, workmanship, and
other applicable requirements of state DOT or local municipality for
pavement-marking work.
1.2 FIELD CONDITIONS
Environmental Limitations: Proceed with pavement marking only on
clean, dry surfaces and at a minimum ambient or surface temperature
of 40 deg F for alkyd materials, 55 deg F for water-based materials, and
not exceeding 95 deg F.
1.3 PAVEMENT-MARKING PAINT
A.Pavement-Marking Paint: Alkyd-resin type, lead and chromate free,
ready mixed, complying with AASHTO M 248; colors complying with
FS TT-P-1952.
Color: As indicated.
B.All pavement marking within VTrans and Town right-of-way shall be in
accordance with VTrans specifications.
1.4 PAVEMENT MARKING
Apply temporary pavement marking before traffic is allowed on any
newly paved area or as site conditions dictate. Allow final wearing
surface to age for a minimum of 30 days before applying final
permanent pavement marking.
1.5 PROTECTING AND CLEANING
A.Protect pavement markings from damage and wear during remainder
of construction period.
B.Clean spillage and soiling from adjacent construction using cleaning
agents and procedures recommended by manufacturer of affected
construction.
NON STDLAST REVISED 03/14/20182018 TRUDELL CONSULTING ENGINEERS
PAVEMENT MARKINGS
SD 070.1.2LAST REVISED 03/10/2021TRUDELL CONSULTING ENGINEERS
TRASH DUMPSTER ENCLOSURE
10'0"
8'0" OPENING
1"=4'0"
1"=4'0"
FRONT ELEVATION
5.
5
"
1"=1'0"
SIDING DETAIL
1"=4'0"
TYPICAL ELEVATION
PLAN
3.
5
"
1"=4'0"
SECTION
18
"
STRAP HINGE
BOLT THROUGH
FRAME
GATES 1/2" MDO BOARD 1'X4" TRIM
LATCH REINFORCED
CONCRETE
SILL
1"X8" PINE CAP
1"X6" #2 PINE SIDING
STAIN TO MATCH
BUILDING
2"X4" FRAME
18" CRUSHED STONE
WITH 140N
GEOTEXTILE FABRIC
AROUND STONE
UNDISTURBED SOIL
SD 050.2.3LAST REVISED 04/22/2021TRUDELL CONSULTING ENGINEERS
BIKE RACK
2X 0.25" X 12.75"
ANCHOR RODS
6" PORTLAND CEMENT PAD
CLASS "B" CONCRETE
NOTES:
1.BIKE RACKS SHALL BE INSTALLED PER THE ASSOCIATION OF PEDESTRIAN &
BICYCLE (APBP) PARKING GUIDES
2.EMBEDMENT MOUNTED. INSTALL PER MANUFACTURER'S INSTRUCTIONS AND
RECOMMENDATIONS
3.VERIFY QUANTITY AND PLACEMENT WITH OWNER OR OWNERS
REPRESENTATIVE PRIOR TO ORDER, PURCHASE OR INSTALLATION.
PRODUCT INFORMATION:
MODEL: RING BIKE RACK OR APPROVED EQUAL
MANUFACTURER: LANDSCAPE FORMS
COLOR / FINISH: STAINLESS STEEL
MOUNT: EMBEDDED / IN GROUND
CONTACT INFO
NADENE WORTH
WEBSITE: LANDSCAPEFORMS.COM
PHONE: 800-430-6206 x 1325
EMAIL: NADENEW@LANDSCAPEFORMS.COM
6"
E
M
B
E
D
D
E
D
4"
2'
-
3
"
4"
Ø2'-
1
"
GRADE
Ø1 1/2"[38] TUBING
MS-050.1.1LAST REVISED 02/10/2021TRUDELL CONSULTING ENGINEERS
TYPICAL CROSSWALK MARKING
SPACING NOT TO EXCEED TWICE STRIPING WIDTH
WID
T
H
O
F
R
O
A
D
6'-8'
REFLECTIVE WHITE STRIPING
PER MUTCD
SPACE STRIPING TO AVOID WHEEL PATH
18" - 24"
MS-020.1.1
1"=1'
LAST REVISED 02/10/2021TRUDELL CONSULTING ENGINEERS
TYPICAL STOP BAR & STOP SIGN PLACEMENT
EDGE OF SHOULDER
''STOP'' SIGNSTOP
EDGE OF TRAVELLED WAY
4'' WHITE LINE
REFLECTORIZED STOP BAR
* 4' MIN.
30' MAX.
*
8'
4'
24
"
50
'
M
A
X
.
6'
M
I
N
.
6' MINIMUM
12' MAXIMUM
DOUBLE 4''
YELLOW CENTERLINE
THE ''DESIRED STOPPING POINT'' IS THE LOCATION BASED ON SITE CONDITIONS
THAT BEST ALLOWS THE STOPPED VEHICLE TO VIEW THE APPROACHING TRAFFIC.
FOR ONE WAY ROADS "STOP" TO BE CENTERED IN ROAD WIDTH AND STOP BAR TO
BE ACROSS FULL WIDTH OF ROAD
ARROWS AND WORD MARKINGS THAT CONFORM TO THE DIMENSIONS SHOWN ON
THIS SHEET OR AS DETAILED IN VTRANS STANDARD E-193 FOR HIGHWAY SIGNS AND
PAVEMENT MARKING AND THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES"
(CURRENT EDITION) PREPARED BY THE FEDERAL HIGHWAY ADMINISTRATION.
SD 020.2.1TRUDELL CONSULTING ENGINEERS
HANDICAP CURB RAMP - PARKING AREA
NOTE FOR DESIGNER: THESE DETAILS ARE GENERIC AND FOR NEW CONSTRUCTION. SEE REGULATIONS FOR EXEMPTIONS
DUE TO EXISTING CONDITIONS AND FOR UNIQUE SITUATIONS. SEE AOT DETAILS C3A AND C3B FOR ADDITIONAL
CONFIGURATIONS WITHIN A PUBLIC R.O.W.. PLEASE NOTE THE 6" RISE LIMITATIONS WHEN USING A 1:12 SLOPE WHICH AOT
NEGLECTS TO CALL OUT.
7" REVEAL
7" REVEAL
ACCESSIBLE
ROUTE
3' MIN.
5' PREFERRED
7" REVEAL
7" REVEAL
ACCESSIBLE
ROUTE
2% MAX. SLOP
E
B
O
T
H
W
A
Y
S
3' MIN.
5' PREFERRED
5' WIDE ACCE
S
S
I
B
L
E
A
I
S
L
E
2
%
M
A
X
SL
O
P
E
2% MAX
SLOPE
5' WIDE ACCE
S
S
I
B
L
E
A
I
S
L
E
2
%
M
A
X
SL
O
P
E
2% MAX
SLOPE
5'x5' MIN.MIN. 4'
UNOBSTRUCTED
WIDTH
ROUTE PERPENDICULAR TO PARKING AREA ROUTE PARALLEL TO PARKING AREA
DROP CURB WITH A MAX. 1/4"
VERTICAL OR 1/2" BEVELED LIP
WITH A 1:2 SLOPE
DROP CURB WITH A MAX. 1/4"
VERTICAL OR 1/2" BEVELED LIP
WITH A 1:2 SLOPE
1:20 PREFERRED SLOPE (1:12 MAX.
SLOPE FOR A MAX. RISE OF 6"
WITHOUT HANDRAILS)
NORMAL SPACE - 8' WIDE*
VAN SPACE - 11' WIDE
LOCATE ACCESS AISLE (PREFERABLY) ON
PASSENGER SIDE OF VAN SPACE
HANDICAP SIGN
HANDICAP SIGN
*WILLISTON REQUIRES 9' WIDE SPACES
ACCESSIBLE PARKING SPACE
NORMAL SPACE - 8' WIDE*
VAN SPACE - 11' WIDE
LOCATE ACCESS AISLE (PREFERABLY) ON
PASSENGER SIDE OF VAN SPACE
1:20 PREFERRED SLOPE (1:12 MAX.
SLOPE FOR A MAX. RISE OF 6"
WITHOUT HANDRAILS)
WARNING TEXTURE
(SEE DETAIL)WARNING TEXTURE
(SEE DETAIL)
SD 030.1.1
1/2 " = 1'
LAST REVISED 03/08/2021TRUDELL CONSULTING ENGINEERS
TYPICAL CONCRETE SIDEWALK
SPECIFICATIONS:
1)1/2" EXPANSION/CONTRACTION JOINT WITH ASPHALT IMPREGNATED FIBER BOARD FILLER EVERY 50 FEET.
2)SCORED OR TOOLED JOINT (1" DEPTH OR 1/3 THE TOTAL DEPTH OF WALK) WITH A SEPARATION DISTANCE
EQUAL TO THE WIDTH OF THE SIDEWALK.
3)FULL-BREAK OR COMPLETE JOINT EVERY 20 FEET.
4)WHERE "HEAVY DUTY CONCRETE SECTION" IS CALLED OUT ON THE SITE PLAN, THE SIDEWALK IS TO BE 8" THICK.
5)IF WET OR UNSTABLE SOIL CONDITIONS EXIST CONTACT ENGINEER FOR ADDITIONAL MEASURES SUCH AS
UNDERDRAIN OR ADDITIONAL SUBBASE.
5"
6"6"VARIES
NOTE: DISTANCES ARE TYPICAL
AND MAY BE ALTERED FOR
SPECIFIC SITE CONDITIONS.
CONCRETE WEAR
COURSE (4000 PSI)
MINIMUM 18"
GRAVEL BASE
OWNER TO COORDINATE WITH OTHER DISCIPLINES
(ARCHITECT/STRUCTURAL ENGINEER) ON SIDEWALK WITHIN 5' OF
BUILDING. IN SOME CASES SIDEWALK WILL HAVE FROST WALL OR BE
PINNED TO FOUNDATION TO PREVENT FROST ACTION IN FRONT OF DOOR.
18"30"
#4 REBAR 30" O.C.
BOTH WAYS
SD 010.5.3LAST REVISED 03/02/2021TRUDELL CONSULTING ENGINEERS
PAVEMENT JOINT DETAIL WITH COLD PLANE
30"
1-1/2" TYPE III OVERLAY
1-1/2" TYPE III
3" TYPE II
6"
18"
EXISTING SURFACE
EXISTING PAVEMENT
MATCH EXISTING HIGHWAY BASE DEPTH
EXISTING BASE
(ASSUME 24" DEPTH)
(ASSUME 5" DEPTH)
COLD PLANESA
W
C
U
T
FINE-GRADED CRUSHED GRAVEL
DENSE-GRADED CRUSHED STONE
COAT WITH EMULSIFIED ASPHALT
COMPACT BACKFILL SAME
MATERIAL AS REMOVED IN 6" LIFTS
TO 95% STANDARD PROCTOR
NEW PAVEMENT TYPE AND THICKNESS UNLESS
INDICATED OTHERWISE ON SITE PLAN
SD 020.1.6
1" = 1'
LAST REVISED 03/08/2021TRUDELL CONSULTING ENGINEERS
TYPICAL CURB DETAIL
SLOPE
BITUMINOUS PAVEMENT
SEE SECTION DETAIL
CONCRETE CURB CLASS B CONCRETE
GRAVEL BASE
CRUSHED GRAVEL
MIRAFI 500X FILTER FABRIC
6"
R1"
18"
6" TOPSOIL
12" CRUSHED GRAVEL
7" REVEAL
SAND BORROW
2"
12"
9"
PRIOR TO PAVING, COAT CONTACT
AREA WITH EMULSIFIED ASPHALT
NOTES:
1.CURBING SHALL BE
CONSTRUCTED IN 10' SECTIONS
WITH 1/8" JOINT BETWEEN
SECTIONS.
2.CURBING EXPANSION JOINTS
SHALL BE INSTALLED EVERY 20'
(1/2" SPONGE RUBBER OR CORK).
3.ALL CONCRETE SHALL BE AIR
ENTRANCED NOT LESS THAN 5%
OR MORE THAN 7%).
4.SLIP FORMING SHALL NOT BE
USED IN CURB CONSTRUCTION.
SD 010.3.1LAST REVISED 03/04/2021TRUDELL CONSULTING ENGINEERS
TYPICAL BITUMINOUS PAVEMENT
NOTES:
1.SUBBASE, SAND CUSHION AND SUBGRADE SHOULD BE CONSTRUCTED AND COMPACTED TO THE DIMENSIONS SHOWN IN
ACCORDANCE WITH VERMONT AGENCY OF TRANSPORTATION SPECIFICATIONS, STANDARD A-76. WHERE MORE STRINGENT
LOCAL ORDINANCES HAVE BEEN ADOPTED RELATIVE TO ROAD DIMENSIONS AND CONSTRUCTION, THEY SHOULD GOVERN.
2.COMPACT ALL SUBBASE MATERIALS TO 95% MAXIMUM DENSITY (STANDARD PROCTOR).
3.IF GROUNDWATER OR SOFT SPOTS ARE ENCOUNTERED CONTACT THE ENGINEER TO DISCUSS ADDED MEASURES SUCH AS
UNDERDRAIN OR MORE SUBBASE MATERIALS. SLOPE SUBBASE TO UNDERDRAIN LOW POINTS.
SECTION
WEARING COURSE (TYPE III) (VAOT 406)
IF DELAYED, DISCUSS WITH ENGINEER
ADDITIONAL MEASURES TO INCLUDE
SWEEPING ROADWAY AND EMULSIFIED
ASPHALT
BASE COURSE (TYPE II) (VAOT 406)
CRUSHED GRAVEL (VAOT 704.05A FINE)
GRAVEL BASE (VAOT 704.04) OR
CRUSHED GRAVEL (VAOT 704.05A
COARSE)
MIRAFI 500X STABILIZATION FABRIC
INSTALLATION IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS
6" SAND BORROW AND CUSHION TO BE
USED IN POORLY DRAINED SOILS OR
OVER BEDROCK FOR ROADS AND
SIDEWALKS (VAOT 703.03)
UNDISTURBED SUBGRADE
OR COMPACTED FILL
A
B
C
D
E
1" = 1'
DRIVEWAYS
E 6 66 66
RESIDENTIAL COMMERCIAL
1 1/2
6
18
2 1/2
4
12
N/A
2
3
18
6
COMMERCIAL
2
PRIVATEROADS
THICKNESS (INCHES)
PARKING LOTS
1
2
12
6
1-1/2
2-1/2
12
6
RESIDENTIAL
D
B
C
A
DRIVE-UP ISLAND LAYOUT PLAN VIEW
TRUDELL CONSULTING ENGINEERS
BUILDING
30"
30
"
30
"
NOTES:
1.ALL DISTANCES LISTED AS MINIMUMS
2.DISTANCE BETWEEN (30" MINIMUM) HOOPS SHALL BE
MEASURED BETWEEN CENTERLINE OF HOOPS
G
G
G
G
10"
10"
10"
12"12"
12"12"
12"
12"
12"
16 "
6"
8"
8"
8"
16"16"16"
D
D
D
D
CB
RIM=180.4'
iIN=179.7'
iIN=175.4'
iOUT=175.2'
CB
RIM=188.5'
iIN=182.5'
iIN=182.5'
iIN=182.5'
iOUT=182.4'
CB
RIM=186.8'
iIN=185.9'
iOUT=183.1
CB
RIM=180.2'
DMH
RIM=180.2'
iIN=174.3'
iOUT=174.3'
S
S
S
S
EX. BUILDING
IMPERIAL DRIVE
U.
S
.
RO
U
T
E
7
(
S
H
E
L
B
U
R
N
E
R
O
A
D
)
D
S
S
SMH
TANK
RIM=181.8'
iOUT=177.4'
SMH
RIM=181.5'
iIN=173.6'
iIN=178.5'
iOUT=173.5'
D
D D
D
D
BENCHMARK IS X ON HYDRANT BONNET BOLT
ELEV.=185.56
D
D
D D
10" HDPE
18" HDPE
4" P
V
C
12
"
H
D
P
E
FFE=182.75'
FFE=182.74'
FFE=182.78'
18" HD
P
E
18
"
H
D
P
E
4"
P
V
C
4"
P
V
C
18"
H
D
P
E
10"
H
D
P
E
TAX ID 1540-01330
±2.07 ACRES
N/F
OLIVIA KAZAK
N/F
VERMONT INDUSTRIAL PARKS
4" PVC
±466'
±5
0
'
±1
5
3
'
±151'
±300'
±1
8
0
'
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
LIMITS OF TCE TOPOFRAPHIC
SURVEY 02/20/2024
G
UG
UG
EXISTING LANDSCAPED AREA
EXISTING LANDSCAPED AREA
4" PVC ROOF DRAIN
180
180
18
5
18
5
19
0
CONCRETE PAD
OUTLET LOCATION
COULD NOT BE ESTABLISHED
BRICK WALL (TO BE REMOVED)
W
W
WWWWWWW
4"
P
V
C
EXISTING SIGN
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
Field Book:
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
0
Feet
Graphic Scale
20 40 60
VT
G
r
i
d
Existing Conditions
C1-01
2/28/2024
1" =20'
22-231
RA
RA
ADD
1330 Shelburne
Road
1330 Shelburne Road
South Burlington, VT 05495
EXISTING CONDITIONS NOTES:
1.THE PURPOSE OF THE EXISTING CONDITIONS PLAN IS TO DEPICT READILY APPARENT PERTINENT EXISTING
CONDITIONS AS OF 02/20/2024.
2.BEARINGS SHOWN ARE BASED UPON VERMONT GRID NORTH USING VTVRS CORS STATION.
3.VERTICAL DATUM IS BASED ON NAVD88 (GEIOD 18). A CARLSON BRx7 RTK GPS UNIT WAS EMPLOYED FOR
THESE OBSERVATIONS.
4.COORDINATE SYSTEM IS BASED ON VERMONT STATE PLANE (U.S. SURVEY FEET).
5.THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS SHOWN ARE BASED ON SURFACE
EVIDENCE ENCOUNTERED AND WERE OBTAINED IN A MANNER CONSISTENT WITH THE ORDINARY STANDARD OF
PROFESSIONAL CARE AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE DESIGN
ENGINEER. ADDITIONAL UTILITIES NOT SHOWN MAY EXIST. ENGINEER SHALL BE NOTIFIED IF ANY DISCREPANCIES
ARE ENCOUNTERED. ACTUAL LOCATION OF UNDERGROUND UTILITIES MAY VARY. DIGSAFE MUST BE
CONTACTED PRIOR TO ANY EXCAVATION. CALL 1-888-DIG SAFE (344-7233) OR CALL 811.
6.PERIMETER BOUNDARIES SHOWN HEREON ARE DERIVED FROM EXISTING SURVEYS AND MONUMENTS FROUND IN THE
FIELD, THIS PLAN DOES NOT DEPICT A FORMAL BOUNDARY SURVEY. REFERENCED SURVEY ENTITLED PROPOSED
CONVEYANCE WYAND & GRUNVALD TO BARONE BY PINKHAM ENGINEERS ASSOCIATES, INC. DATED 1/15/1996 AND
RECORDED IN MAP SLIDE 289 IN THE SOUTH BURLINGTON LAND RECORDS.
LEGEND
PROPERTY LINE
FENCE
TREE LINE
CATCH BASIN (CB)
VALVE
FIRE HYDRANT (HYD)
UTILITY POLE
LUMINAIRE
IRON PIPE
STEEL REBAR
BENCHMARK
CONCRETE MONUMENT
STORM DRAINAGE
PAVED DRIVE OR ROAD
PAVED DRIVE OR ROAD
WITH CURB
SEWER MAINS
AND SERVICES
LIQUID PROPANE
OR NATURAL GAS
MTC, TRANSFORMER OR VAULTS
G
D
SEWER, DRAINAGE OR TELEPHONE MANHOLE
(SMH/DMH/TMH)
TELEPHONE OR TELEVISION PEDESTAL
(TEL-PED/TV-PED)
ADJOINING PROPERTY LINE
SIGN
GAS OR ELECTRICAL METER
PROJECT LOCATION