HomeMy WebLinkAboutSD-24-04 - Plans - Non-Record - 0760 Shelburne Road760 & 764 SHELBURNE RD. & 31 SWIFT ST.
SOUTH BURLINGTON, VT
SHELBURNE & SWIFT
Engineer & Landscape Architect:
TRUDELL CONSULTING ENGINEERS (TCE)
478 BLAIR PARK ROAD
WILLISTON, VT 05495
(802) 879-6331
Owner/Applicant:
GARY BOURNE
414 WEST GROVE
MIDDLEBORO, MA 02346
(508) 735-4970
DRAWING INDEX
Architect:
RABIDEAU ARCHITECTS
550 HINESBURG ROAD
SUITE 101
SOUTH BURLINGTON, VT 05403
PROJECT DESCRIPTION:
THE PURPOSE OF THIS PROJECT IS TO REDEVELOP THE FORMER GAS STATION
AND RESTAURANT SITE AND CONSTRUCT A MULTI-UNIT RESIDENTIAL
BUILDING, COMMERCIAL AND FINANCIAL INSTITUTION SPACES. THE
PROJECT WILL UTILIZE MUNICIPAL WATER AND SEWER.
" LOCAL PERMITTING" SUBMISSION SET
(NOT FOR CONSTRUCTION)
TCE PROJECT NO: 22-523
04/15/2024 ISSUED FOR PERMITTINGLAST REVISED:
USE AND INTERPRETATION OF THE DRAWINGS
BEFORE USING THESE PLANS ENSURE THAT YOU HAVE THE LATEST REVISION
1. Unless otherwise noted, these Drawings are intended for preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities. They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project, the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits, and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect, to insure these plans are properly coordinated including,
but not limited to, contract documents, specifications, owner/contractor agreements, building and mechanical plans,
private and public utilities, and other pertinent permits for construction.
3. Owner and Architect are responsible for final design and location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property. Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains the most current revisions. If unsure, please contact TCE.
PERMIT DESCRIPTION: PRELIMINARY & FINAL PLAT
TAX ID:
PARCEL ID: 1540-00760
SPAN: 600-188-10694
PROJECT
LOCATION
C0-00 Cover
C1-00 Legend & Notes
C1-01 Existing Conditions Plan
C1-02 Demolition & EPSC Plan
C2-00 Overall Site Plan
C2-01 Layout & Materials
C2-02 Grading Plan
C3-01 Utility Plan
C4-01 Existing Stormwater Plan
C4-02 Proposed Stormwater Plan
C8-01 Site Details
C8-02 Site Details
C8-03 Site Details
C8-04 Water Details
C8-05 Sanitary Details
C8-06 Storm Details
C8-07 Storm Details
C8-08 EPSC Details
C8-09 EPSC Handbook Page 1
C8-10 EPSC Handbook Page 2
LA-1.0 Landscape Plan
LA-2.0 Landscape Details
LA-2.1 Site Details
S1-01 Plat
LI-01 Lighting Plan
No. 8917
CIVIL
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C2-03 Phasing Plan
C3-02 Utility Crossings Plan
卷楦琠却牥整
卨敬
扵
牮
攠
副
慤
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
No. 8917
CIVILP
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LICEN S E D
JENNI F E R ANN DESA
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Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
PARCEL ID: 1540-00760 SPAN: 600-188-10694
Storm Details
C8-07
03/01/2024
22-523
SLH
CMJ
JAD
Shelburne & Swift
760 & 764 Shelburne Rd. &
31 Swift St.
South Burlington, VT
SW 000.1.1LAST REVISED 03/08/2021TRUDELL CONSULTING ENGINEERS
CONTRACTOR'S CERTIFICATION FOR STORMWATER SYSTEM
CONTRACTOR'S CERTIFICATION REQUIRED
PRIOR TO THE DESIGN ENGINEER CERTIFYING THAT THE INSTALLATION HAS BEEN INSTALLED IN
ACCORDANCE WITH THE PERMITTED DESIGN, THE CONTRACTOR SHALL PROVIDE A
CERTIFICATION THAT THE STORMWATER SYSTEM WAS INSTALLED AND TESTED (IF APPLICABLE)IN
GENERAL ACCORDANCE WITH THE APPROVED DESIGN PLANS. STATE PERMITS REQUIRE THERE
SHALL BE NO SIGNIFICANT DEVIATIONS FROM THE APPROVED PLANS WITHOUT PRIOR
APPROVALS. THE DESIGN ENGINEER SHALL BE NOTIFIED AND ALLOWED TO OBSERVE THE
CRITICAL PHASES OF CONSTRUCTION INCLUDING ANY REQUIRED TESTS. LIKEWISE, THE DESIGN
ENGINEER SHALL BE NOTIFIED OF ANY DEVIATIONS FROM THE APPROVED PLANS. SINCE THE
DESIGN ENGINEER DOES NOT CUSTOMARILY OBSERVE ALL PHASES OF THE WORK, OR ALL
TESTING, HE WILL RELY ON THE CONTRACTOR'S CERTIFICATION AS THE BASIS FOR FINAL
CERTIFICATION. CRITICAL STORMWATER SYSTEM COMPONENTS TO BE CERTIFIED MAY INCLUDE,
BUT ARE NOT NECESSARILY LIMITED TO, SHAPES OF DRAINAGE SWALES, VOLUMES OF TREATMENT
PRACTICES, SLOPE OF DISCONNECT AREAS, AND OUTLET SIZE AND ELEVATIONS. THE
CONTRACTOR SHALL SHALL THEREFORE SIGN AND RETURN A COPY OF THE FOLLOWING
CERTIFICATION UPON COMPLETION OF THE WORK:
"I HEREBY CERTIFY THAT I HAVE INSTALLED, PROPERLY TESTED (IF APPLICABLE), AND
SUCCESSFULLY PASSED THOSE TESTS, AND THE STORMWATER TREATMENT AND COLLECTION
SYSTEM(S) ARE BUILT IN GENERAL ACCORDANCE WITH THE APPROVED DESIGN PLANS AND
APPLICABLE PERMIT CONDITIONS."
CONTRACTOR NAME:
AUTHORIZED AGENTS NAME:
SIGNATURE: DATE:
NOTE ANY DEVIATIONS FROM APPROVED PLANS HERE:
NOTE: THE CERTIFICATION AND THE PROJECT ENGINEER'S SUBSEQUENT CERTIFICATION DOES NOT
VOID THE CONTRACTOR FROM REPAIR OR REPLACEMENT OF DISCREPANCIES DISCOVERED AT A
LATER DATE. THE CONTRACTOR REMAINS RESPONSIBLE, INCLUDING CUSTOMARY GUARANTEE
AND WARRANTY PERIODS.
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
No. 8917
CIVILP
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SSIONAL E N G I NEER
LICEN S E D
JENNI F E R ANN DESA
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L
S
ST A T E O F VER
M
O
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Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
PARCEL ID: 1540-00760 SPAN: 600-188-10694
EPSC Details
C8-08
03/01/2024
22-523
PJM
CMJ
JAD
Shelburne & Swift
760 & 764 Shelburne Rd. &
31 Swift St.
South Burlington, VT
E 050.1.1LAST REVISED 04/01/2021TRUDELL CONSULTING ENGINEERS
TEMPORARY SOIL STOCKPILE EROSION PROTECTION
NOTES:
1.INSTALL SILT FENCE ALONG CONTOUR ON
DOWNSLOPE SIDE OF STOCKPILE. COMPLETELY
ENCLOSE STOCKPILE ON FLAT SITES. SILT FENCE TO
REMAIN IN PLACE UNTIL MATERIAL IS REMOVED
AND AREA IS STABILIZED.
2.A MINIMUM OF 5' SEPARATION BETWEEN THE TOE
OF THE STOCKPILE SLOPE AND THE SILT FENCE IS
REQUIRED AT ALL TIMES
5' TO 10'
SILT FENCE
5' TO 10'
SILT FENCE
MAINTAIN VEGETATED COVER
SOIL STOCKPILE
19'
(MAX.)
OPENING IN SILT FENCE FOR ACCESS
TO STOCKPILE TO BE LOCATED AT
THE UPGRADIENT END OF FLOW
2
1
FLOW
SOIL
STOCKPILE
TEMPORARY SEED & MULCH
5' TO 10'
SILT FENCE
INSTALL SHALLOW TRENCH AROUND MOUND
E 030.1.1LAST REVISED 04/01/2021TRUDELL CONSULTING ENGINEERS
STABILIZED CONSTRUCTION ENTRANCE
CONSTRUCTION SPECIFICATIONS
1.STONE SIZE - USE 4-8" CRUSHED STONE, OR RECLAIMED OR
RECYCLED CONCRETE EQUIVALENT.
2.LENGTH - NOT LESS THAN 50' (EXCEPT ON A SINGLE RESIDENCE
LOT WHERE A 30' MINIMUM LENGTH APPLIES).
3.THICKNESS - NOT LESS THAN 8".
4.WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE
FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS.
TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE.
5.GEOTEXTILES MUST BE PLACED OVER THE ENTIRE AREA PRIOR TO
PLACING OF STONE.
6.SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED
TOWARDS CONSTRUCTION ENTRANCES SHALL BE PIPED BENEATH
THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM
WITH 5:1 SLOPES WILL BE PERMITTED.
7.MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A
CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF
SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL SEDIMENT SPILLED,
DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY
MUST BE REMOVED IMMEDIATELY AND DISPOSED OF IN
ACCORDANCE WITH THE EPSC PLANS. (i.e. PLACED IN A SOIL
STOCKPILE OR AREA WHERE IT CAN BE STABILIZED PER EPSC
DETAILS). IF SWEEPING IS THE CHOSEN METHOD FOR REMOVAL
THE SWEPT MATERIAL MUST BE COLLECTED AND DISPOSED OF AS
STATED ABOVE.
8.WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA
STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED
SEDIMENT TRAPPING DEVICE.
9.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE
PROVIDED ACCORDING TO PERMIT REQUIREMENTS BASED ON
SITE CONDITIONS, WEATHER AND FLOW OF TRAFFIC.
PUBLIC ROADWAY
PROFILE
EXCAVATION SITE
PLAN
SEE CONSTRUCTION
SPECIFICATION 4
4-8" CRUSHED STONE AGGREGATE
PLACED ON GEOTEXTILE FABRIC
4" ABOVE EXISTING GRADE
4" BELOW EXISTING GRADE 50'
VA
R
I
E
S
8"
EXCAVATION SITE
EXISTING
GRADE
GEOTEXTILE FABRIC
PROVIDE A DIVERSION RIDGE (12"
TALL) WHEN THE GRADE EXCEEDS 2%
TO KEEP RUNOFF & SEDIMENT OUT OF
THE PUBLIC ROAD
R=12'
E 000.1.1LAST REVISED 12/30/2020TRUDELL CONSULTING ENGINEERS
GENERAL CONSTRUCTION SEQUENCE
1. INSTALL BARRIER TAPE.
2. INSTALL CONSTRUCTION ENTRANCE AS SPECIFIED IN PHASE.
3. INSTALL SILT FENCE IN LOCATION SHOWN ON PLANS AS DETAILED.
4. STAKE OUT CONSTRUCTION, DEMO SITE
5. STOCK PILE, PROCESS, AND DISPOSE OF TREES.
6. CONSTRUCT NECESSARY STABILIZED CONSTRUCTION ROADS, ESTABLISH
DITCHLINES FROM DOWNHILL TO UPHILL,
7. CONSTRUCT SITE FEATURES.
8. VEGETATE AND STABILIZE AS NECESSARY WITHIN SEVEN DAYS.
TRUDELL CONSULTING ENGINEERS
TYPICAL SILT FENCE WITH WIRE REINFORCEMENT
E 020.1.2LAST REVISED 04/01/2021
CONSTRUCTION SPECIFICATION FOR SILT FENCE
1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE
TIES. WIRE FENCE REINFORCEMENT REQUIRED WITHIN 100 FT UPSLOPE OF
RECEIVING WATERS.
2.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES
SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE,
6" MAXIMUM MESH OPENING.
3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE
OVERLAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER
FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT.
4.PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED
EQUIVALENT.
5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED
WHEN SEDIMENT REACHED HALF OF FABRIC HEIGHT.
6.INSPECT SILT FENCE AT LEAST ONCE A WEEK AND WITHIN 24 HOURS AFTER
EACH RAIN EVENT. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND
SEDIMENT REMOVED WHEN IT REACHES 1/3 THE HEIGHT OF THE FENCE.
7.UPON FINAL STABILIZATION OF THE AREA UPHILL OF THE SILT FENCE, IT SHALL
BE REMOVED WITH THE APPROVAL OF THE ENGINEER.
6"
(MIRAFI ENVIROFENCE, OR APPROVED
EQUAL MAY BE SUBSTITUTED.)
FLOW
FILTER FABRIC, OR WOVEN WIRE FABRIC
1 1/2" HARDWOOD POSTS OR METAL STAKE
(6' TO 10' MAX. O.C.)
KEY FABRIC INTO GROUND (MIN. 6")
16" MIN.
20" MIN.
UNDISTURBED SOIL
BACKFILL
WIRE REINFORCEMENT
E 060.3.1LAST REVISED 04/01/2021TRUDELL CONSULTING ENGINEERS
EXCAVATION DEWATERING DETAIL
FROM PUMP LOCATED IN EXCAVATION
SUMP PUMPS SHOULD BE SURROUNDED
BY CRUSHED STONE
SILT BAG
SPILLWAY
TYPICAL STONE CHECK DAM LOCATED
IN NEAREST VEGETATED SWALE TO
DEWATERING ACTIVITIES
TYPICAL
VEGETATED
SWALE
1" - 3" HOSE
DITCHLINE
2
1
3/4" CRUSHED
STONE
EXCAVATION
24" PIPE
EMBEDDED 24"
IN CRUSHED STONE
PUMP
NOTES:
1.OPERATE DEWATERING SYSTEM TO PREVENT
TRANSPORT OF SEDIMENT INTO WATERS OF
THE STATE.
2.CLEAN SILT BAG AT THE END OF EACH DAY
OR MORE FREQUENTLY IF NECESSARY.
E 040.1.2LAST REVISED 04/01/2021TRUDELL CONSULTING ENGINEERS
CATCH
BASIN
(CB)
FINE GRAVEL FACE
(1' MIN. THICKNESS)
1'
3:1 SLOPE
2:1 SLOPE
3" STONE
TEMPORARY SEDIMENT POOL
6'
TYPICAL INLET PROTECTION
1'
INSTALL TEMPORARY FLEXSTORM
FILTER OR APPROVED EQUAL,
UNDER GRATE
FINISH GRADE
NOTES:
1.INLET PROTECTION UNDER THE GRATE SHALL BE USED WHERE INDICATED ON SITE PLANS.
2.LIFT THE GRATE AND INSTALL THE FILTER FABRIC (ADS FLESXTORM CATCH-IT OR EQUAL) OVER
THE FRAME AND THEN RESTORE GRATE BACK IN PLACE.
3.OBSERVE INLET(S) AT LEAST ONCE A WEEK AND WITHIN 24 HOURS OF RAIN EVENT. CLEAN,
REPAIR OR REPLACE WEEKLY AS NEEDED.
4.UPON STABILIZATION OF THE PROJECT SITE, THE INLET PROJECTION SHALL BE REMOVED.
CONFIRM STABILIZATION WITH ENGINEER.
E 000.3.3LAST REVISED 12/30/2020TRUDELL CONSULTING ENGINEERS
EROSION CONTROL NOTES
1)THE SMALLEST PRACTICAL AREA OF LAND SHALL BE EXPOSED AT ANY ONE TIME.
2)EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO
ANY EARTH MOVING OPERATIONS.
3)CONTRACTOR AND/OR OWNER (OR APPOINTED DESIGNATE) SHALL INSPECT ALL
EROSION CONTROL FEATURES AT LEAST ONCE PER WEEK AND AFTER ANY STORM
EVENT GENERATING RUNOFF FROM THE SITE.
4)AFTER VEGETATION HAS BEEN FULLY ESTABLISHED, THE TEMPORARY EROSION
CONTROL MEASURES SHALL BE REMOVED.
5)PROVIDE EROSION CONTROL MATTING ON ALL DISTURBED SLOPES WITH A PITCH
OF 3H:1V OR GREATER.
6)EXCAVATION AND PIPE INSTALLATION SHALL BE AVOIDED DURING PERIODS OF
SIGNIFICANT PRECIPITATION.
7)ALL SEDIMENT AND EROSION CONTROL PRACTICES AND VEGETATIVE
STABILIZATION SHALL BE IN ACCORDANCE WITH THE LOW RISK SITE HANDBOOK
FOR EROSION PREVENTION AND SEDIMENT CONTROL (ANR 2006).
TYPICAL SAND BAG INLET PROTECTION
12 IN. MINIMUM
LAST REVISED 04/01/2021 E 040.1.3TRUDELL CONSULTING ENGINEERS
18 1/2 IN. X 28 IN. WOVEN
POLYPROPYLENE BAGS. FILL 1/2 - 2/3
FULL WITH 1/2 TO 1 IN. CLEAN STONE CONCRETE CURB
IF APPLICABLE
SURROUND INLET WITH
TWO COURSES OF BAGS
(MINIMUM)
INTERWEAVE BAG ENDS TO CLOSE
GAPS BETWEEN BAGS AND TO SEAL
BAGS; TAMP BAGS IN PLACE
NOTE:
THE 12-INCH HEIGHT REQUIREMENT IS WAIVED
IN CASES WHERE IT WILL CAUSE FLOOD DAMAGE IF THE
STONE BAGS ARE OVERTOPPED
UNDISTURBED SOIL
FINISHED GRADE
EXTRA SAND BAGS
AS NEEDED
INLET GRATE, INSTALL COIL INLET
FILTER MAT ON GRATE WITH ZIP TIES
FLOW
TYPICAL SOIL STABILIZATION & SEEDING SPECIFICATIONS DETAIL
MULCH APPLICATION RATE: 1.5" THICK MIN.
NOTES:
1.SOIL SURFACE AND FILL COMPONENTS MUST NOT
BE FROZEN WHEN PLACED.
2.SLOPES 2:1 OR STEEPER MUST BE MECHANICALLY
STABILIZED WITH A RETAINING STRUCTURE OR
APPROPRIATE GEOTEXTILE (AS SPECIFIED BY
ENGINEER).
3.STRAW MULCH OR EROSION CONTROL BLANKET
CAN BE USED ON AREAS WITH SLOPES EQUAL TO
OR LESS STEEP THAN 3:1. HYDROMULCH MAY BE
USED FOR PERMANENT SEED ESTABLISHMENT ONLY,
NOT FOR TEMPORARY CONDITIONS.
4.HAY MULCH SHALL CONSIST OF MOWED AND
PROPERLY CURED STEMS OF CEREAL GRAINS
(WHEAT, OATS, BUCKWHEAT, ETC.) REASONABLY
FREE OF WEEDS, TWIGS, DEBRIS OR OTHER
OBJECTIONABLE MATERIAL. IT SHALL BE FREE FROM
ROT OR MOLD AND SHALL BE ACCEPTABLE TO THE
ENGINEER.
5.BANKS, SWALES OR OTHER GRADED AREAS THAT
HAVE BEEN WASHED OUT OR HAVE BECOME
DAMAGED SHALL BE REPAIRED IMMEDIATELY.
STRAW MULCH FOR SLOPES
EQUAL TO OR LESS STEEP
THAN 3:1
TRACK FINAL GRADED AREA
PRIOR TO PLACEMENT OF
SEED MULCH/MATTING
TEMPORARY STABILIZATION DURING CONSTRUCTION
THE SEED MIX SPECIFIED BELOW IS FOR ALL AREAS THAT ARE
STABILIZED TEMPORARILY PER THIS DETAIL DURING
CONSTRUCTION TO BE USED ONLY WHEN SPECIFIED BY
ENGINEER FOR EROSION OR SEDIMENT CONTROL.
1.TEMPORARY SEED MIX:
30% RED FESCUE
30% ANNUAL RYEGRASS
30% PERENNIAL RYEGRASS
10% TALL FESCUE
(*or APPROVED EQUIVALENT)
2.APPLICATION RATE:
60lb/acre (1.4 lb/1000 s.f.)
3.MULCH APPLICATION RATE:
1.5" THICK MINIMUM
90-100% COVERAGE
NORTH AMERICAN GREEN S150BN
EROSION CONTROL BLANKET. INSTALL
IN ACCORDANCE WITH MANUFACTURER
DOCUMENTS ON TOP OF EPSC SEED MIX
REQUIRED ON ALL SLOPES 2:1 OR STEEPER
SEED MIX: SEED LAWN, SEE SEEDING
SPECIFICATIONS
85
85
90
85
GERM %
85
85
90
85
GERM %
95
98
95
98
PURE %
95
85
95
98
PURE %
PERENNIAL RYEGRASS
BIRDSFOOT TREFOIL
TALL FESCUE
CREEPING RED FESCUE
NAME
ANNUAL RYE GRASS
KENTUCKY BLUE GRASS
PERENNIAL RYE GRASS
CREEPING RED FESCUE
NAME
5
10
20
20
LBS./ACRE
4.0
34.0
8.0
34.0
LBS./ACRE
9.0
18.2
36.4
36.4
% BY WEIGHT
5.0
42.5
10.0
42.5
% BY WEIGHT
1.THE SEED MIXTURE SHALL NOT HAVE A WEED CONTENT EXCEEDING 0.40% BY WEIGHT, AND SHALL BE FREE OF ALL
NOXIOUS WEED SEED.
2.SEED TO BE APPLIED PER SEEDING FORMULAS AS DIRECTED BY ENGINEER.
3.FERTILIZER FORMULA 5-10-10 TO BE USED WITH SEED, APPLIED AT THE RATE OF 600 LB/ACRE.
4.AGRICULTURAL LIMESTONE TO BE APPLIED AT THE RATE OF 2 TONS/ACRE OR AS DIRECTED BY THE ENGINEER.
5.HAY MULCH TO BE EVENLY SPREAD AT THE RATE OF 2 TONS/ACRE OR AS DIRECTED BY THE ENGINEER.
6.TOPSOIL TO BE USED WITH SEED AS INDICATED ON THE PLANS OR AS DIRECTED BY THE ENGINEER.
7.ALL RUNOFF DIVERSION MEASURES SHALL BE INSTALLED PRIOR TO FINAL GRADING AND SEEDING PREPARATION.
8.COMPACTED AREAS OF EARTH SHALL BE MECHANICALLY LOOSENED TO PROVIDE AN ADEQUATE ROOTING ZONE TO
A MINIMUM DEPTH OF 12 INCHES.
9.SEEDED AREAS SHALL BE WATERED UNTIL VEGETATION IS ESTABLISHED WHEN ADEQUATE PRECIPITATION IS NOT
AVAILABLE.
E 090.3.1LAST REVISED 04/01/2021TRUDELL CONSULTING ENGINEERS
TOPSOIL:
1.ALL AREAS TO BE GRASSED SHALL HAVE A MINIMUM OF 4” OF TOPSOIL PLACED TO ACHIEVE FINAL GRADE.
2.TOPSOIL SHALL HAVE AT LEAST 6 PERCENT BY WEIGHT OF FINE TEXTURED STABLE ORGANIC MATERIAL, AND NO GREATER
THAN 20 PERCENT. MUCK SOIL SHALL NOT BE CONSIDERED TOPSOIL
3.TOPSOIL SHALL HAVE NOT LESS THAN 20 PERCENT FINE TEXTURED MATERIAL (PASSING THE NO. 200 SIEVE) AND NOT MORE
THAN 15% CLAY.
4.TOPSOIL SHALL BE RELATIVELY FREE OF STONES OR 1 ½ INCHES IN DIAMETER, TRASH, NOXIOUS WEEDS SUCH AS NUT SEDGE
AND QUACKGRASS, AND SHALL HAVE LESS THAN 10 PERCENT GRAVEL.
5.SOME AREAS MAY BE SUBJECT TO ADDITIONAL/ALTERNATIVE REQUIREMENTS UNDER THE SOIL DEPTH & QUALITY
STANDARD. THESE AREAS WILL BE IDENTIFIED ON THE SITE PLANS.
SEEDING MIX #1 - URBAN AREAS (MOWED LAWN AREAS)
SEEDING MIX #2 - RURAL AREAS (MEADOWS, UNDEVELOPED AREAS)
SEEDING SPECIFICATIONS:
FINAL STABILIZATION
12"
12
"
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
No. 8917
CIVILP
R
O
F
E
SSIONAL E N G I NEER
LICEN S E D
JENNI F E R ANN DESA
U
T
E
L
S
ST A T E O F VER
M
O
N
T
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
PARCEL ID: 1540-00760 SPAN: 600-188-10694
EPSC Handbook
Page 1
C8-09
03/01/2024
22-523
PJM
CMJ
JAD
Shelburne & Swift
760 & 764 Shelburne Rd. &
31 Swift St.
South Burlington, VT
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
No. 8917
CIVILP
R
O
F
E
SSIONAL E N G I NEER
LICEN S E D
JENNI F E R ANN DESA
U
T
E
L
S
ST A T E O F VER
M
O
N
T
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
PARCEL ID: 1540-00760 SPAN: 600-188-10694
EPSC Handbook
Page 2
C8-10
03/01/2024
22-523
PJM
CMJ
JAD
Shelburne & Swift
760 & 764 Shelburne Rd. &
31 Swift St.
South Burlington, VT
D
D
D
D
D
D
OH
OH
OH
1-STORY
BUILDING
1-STORY
BUILDING
SH
E
L
B
U
R
N
E
R
O
A
D
(
U
.
S
.
R
O
U
T
E
7
)
SWIFT STREET
D
D D D D D
D D D
D
D
D
D
D
1-STORY
BUILDING
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
G
UP
UP
UP
UP
UP
UG
UG
UG
UG
SSSSSSSS
D
D
D
D
D
D
D
D
LOT 1:
FINANCIAL
INSTITUTION
±3,350 SF
FFE 212.0
LOT 3: MULTIFAMILY
RESIDENTIAL
27 DU
FFE 217.0
BFE 207.0
D
D
D
LOT 2: MIXED USE
1ST FLOOR: COMMERCIAL
2ND FLOOR: 3 DU
± 3,240 SF
FFE 212.0
D D D
D
D
D
DD
D
D
D
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
S
S
S
S
S
D
D
D
UP UP
UP
UP
D
D
D
So Burlington Fire Tr
u
c
k
TCE
So Burlington Fire
T
r
u
c
k
TCE
W
S
18
0
120
90
OUTSIDE SWEPT PATH
PATH OF FRONT WHEEL
INSIDE SWEPT PATH
60
30
STEERING LOCK ANGLE = 40.0 deg.
ACHIEVED STEERING ANGLE:
30 deg. SWEEP ANGLE: 20.6 deg.
60 deg. SWEEP ANGLE: 30.2 deg.
90 deg. SWEEP ANGLE: 34.9 deg.
120 deg. SWEEP ANGLE: 37.3 deg.
180 deg. SWEEP ANGLE: 39.3 deg.
So Burlington Fire Truck
TCE
[ft]
Copyright (c) 2012, Transoft Solutions
56.0 ft4.0 ft
36.0 ft
10.0 ft
8.5 ft
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
No. 8917
CIVILP
R
O
F
E
SSIONAL E N G I NEER
LICEN S E D
JENNI F E R ANN DESA
U
T
E
L
S
ST A T E O F VER
M
O
N
T
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
PARCEL ID: 1540-00760 SPAN: 600-188-10694
E1-01
03/01/2024
1" = 20'
22-523
RMP
CMJ
JAD
Shelburne & Swift
760 & 764 Shelburne Rd. &
31 Swift St.
South Burlington, VT
Emergency Vehicle
15°±
VT
G
r
i
d
M
a
g
n
e
t
i
c
0
Feet
Graphic Scale
20 40 60
SSSSSSSS
OH
OH
OH
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB SB SB SB SB SB SB SB SB SB SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
1-STORY
BUILDING
1-STORY
BUILDING
SH
E
L
B
U
R
N
E
R
O
A
D
(
U
.
S
.
R
O
U
T
E
7
)
SWIFT STREET
1-STORY
BUILDING
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
UP
UP
UP
UP
UP
SSSSSSSS
GRAVEL DRIVE
GRAVEL
DRIVE
GRANITE CURB PR
I
V
A
C
Y
W
A
L
L
,
TY
P
.
D
D
D
D
D
D
D
D
DA 3 BIO
DA 1 BIO
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
RD
D
D
D
D D D
D
D
D
DDD
D
D
2
1
0
2
0
9
2
1
1
21
1
21
0
20
9
20
8
2
1
6
2
1
5
2
1
1
2
1
2
209
210
211
2
1
1
2
1
0
2
1
2
21
3
215
216
21
5
21
6
216.5
21
7
21
5
21
6
21
4
21
8
21
8
21
7
21
5
20
9
20
6
205.5
212
2
1
3
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
S
S
S
S
S
FD
FD
D
D
D
21
6
2
1
0
2
1
1
20
9
UP UP
UP
UP
2
1
4
21
5
210 211
212
2
1
3
21
2
21
5
21
3
21
4
21
2
21
5
212
212
D
D
D
2
1
4
W
S
UD
UD
UD
UD
UD
UD
2
1
4
2
0
9
(3) AF
(1) PS
(6) RR
(5) CAH
(6) SJL
(6) PVN
(1) NS
(9) PVN
(1) VT
(1) AB
(1) AAM
(11) CAK
(1) PS
(1) AAM
(10) JH
(12) CAK
(3) HAL
(7) JH
(32) CAK
(4) CAK
(7) JH
(4) CAK
(10) PVN
(21) SAW
(12) HAI
(2) CC
(22) JH
(1) CC
(6) MML
(16) RAG
(7) SJL
(3) PS
(5) CAR
(14) SBT
(1) IVM
(3) IVF
(3) IVF
(1) IVM(3) CS
(95) SH
(5) CSK (3) AAM
(3) VT
(1) AB
(73) HM
(1) CC (9) SAW
(1) HSS
(1) NS
(3) HAP
(45) HM
(3) RS
(3) BM
(1) HSS
(26) HS,HMA
INTERMIXED
IN GROUPS OF
5 OR MORE
(6) SAW
(8) PVN
(5) CAH
(5) CSK
(1) MML
(1) BM
(11) RAG
(1) HSS
(1) HSS
(1) HSS
(1) HSS
(1) HAL
(1) BM
(3) TM
(1) TM
(6) PVN
(6) HS
(1) HSS
(4) CS
(13) ADDA 7 BIO:
(20) AN
(14) IVE
(14) SH
(14) PVN
DA 1 BIO:
(25) AN
(15) AD
(30) EP
(20) IVE
(40) SS
(10) SH
(30) PVN
DA 3 BIO:
(20) AD
(25) EP
(15) IVE
(30) PVN
(40) SS
(75) SH
(36) HS, HMA
INTERMIXED IN
GROUPS OF 5
OR MORE
(1) MML
(4) SAW
(5) HAI
(8) HS
(1) HSS
(1) HSS
(1) AMS
(15) HS
(1) BM
(1) HSS
(1) HSS
(3) HAL
(8) HS(1) BM
(1) HAL
(1) HSS (1) HSS
(5) HS
(5) RAG
(6) HAI
(1) HS
(1) PS
(1) AAM (8)RAG
(1) AAM
(1) HAL
(16) RR
(4) RAG
(11) SBT
(1) NS
(6) SJL(48) CAK
(37) EPM
(1) MML
(9) RR
(6) SJL
(19) SBT
(3) RS
(3) AAM
(5) RS
(1) CC
(5) CS
(1) AF
(15) CSK
(8) CAH
(1) PS (67) EPM
(2) GT
(6) PVN
(33) SH
(16) RAG
(5) EPM
0
Feet
Graphic Scale
20 40 60
15°±
VT
G
r
i
d
M
a
g
n
e
t
i
c
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
Landscape Plan
LA-1.0
03/01/2024
1" = 20'
22-523
LET
CMJ
LET
Shelburne & Swift
760 & 764 Shelburne Rd. &
31 Swift St.
South Burlington, VT
PARCEL ID: 1540-00760 SPAN: 600-188-10694
PROJECT LOCATION
PLANTING NOTES
1.IF DISCREPANCIES EXIST BETWEEN THE NUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND THE NUMBER OF PLANTS IN THE PLANT LIST, THE
PLANTING PLAN SHALL GOVERN.
2.ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMUM GUIDELINES ESTABLISHED FOR NURSERY STOCK PUBLISHED BY THE AMERICAN
ASSOCIATION OF NURSERYMEN, INC.
3.ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER-GROWN, UNLESS OTHERWISE NOTED ON THE PLANT LIST.
4.THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON THE DRAWINGS.
5.ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, BRANCHING HABIT, FLOWER,
LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THE LANDSCAPE ARCHITECT.
6.ALL NEW PLANTS MAY BE TAGGED AND APPROVED BY THE LANDSCAPE ARCHITECT AT THE NURSERY PRIOR TO DIGGING OR DELIVERY TO THE SITE.
7.CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING AND SHALL REPORT ANY CONFLICTS TO THE LANDSCAPE
ARCHITECT.
8.STAKE LOCATION OF ALL PROPOSED PLANTING FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO THE COMMENCEMENT OF PLANTING.
9.NEW SHRUBS AND GROUND COVER SHALL BEAR THE SAME RELATIONSHIP TO GRADE AS IT BORE TO PREVIOUS GRADE. TREES SHALL BE SET 3" HIGHER
THAN PREVIOUS GRADE. NO TREES SHALL BE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING.
10.ALL PLANT BEDS SHALL RECEIVE TWO INCHES (3") OF BARK MULCH AS PER SPECIFICATIONS.
11.ALL EXISTING TREES TO REMAIN SHALL BE PROPERLY PROTECTED DURING CONSTRUCTION. PROTECTION TECHNIQUES SHALL BE REVIEWED AND
APPROVED BY THE LANDSCAPE ARCHITECT.
12.PRUNE TREES IN ACCORDANCE WITH THE SPECIFICATIONS SO THAT DISTURBED AREAS ARE RETURNED TO PRE-CONSTRUCTION CONDITIONS OR BETTER.
13.CONTRACTOR SHALL PROVIDE FULL DEPTHS OF LOAM AS NOTED ON DETAILS AND AS SPECIFIED, FOR ALL PLANTING.
14.ALL LAWN AREAS DISTURBED BY CONSTRUCTION OPERATIONS INSIDE AND OUTSIDE THE LIMIT OF WORK SHALL BE LOAMED AND SEEDED AS SPECIFIED.
15.SEE SPECIFICATIONS FOR TERMS OF PLANT MATERIAL ESTABLISHMENT PERIOD AND GUARANTEE.
16.PLANTINGS LOCATED ON PROPERTY LINES OR NEIGHBORING PROPERTY SHALL BE DONE ONLY AFTER AUTHORIZATION BY OWNER'S REPRESENTATIVE.
17.PROVIDE METAL TRELLIS AND RELEVANT HARDWARE FOR HYDRANGEA ANOMALA PETIOLARIS TO ESTABLISH ON WALL.
Plant Schedule
1
SOILS NOTE
1.SOILS IN PLANTING AREAS SHALL BE EVALUATED PRIOR TO PLANTING. IF SOILS ARE FOUND TO BE COMPACTED FROM PREVIOUS USE, SOILS SHALL BE
REMEDIATED THROUGH DECOMPACTION AND AMENDMENT BASED ON SOIL TESTING FROM A CERTIFIED SOILS LAB AND/OR REPLACED WITH LOAM
PLANTING SOIL AS APPROVED BY LANDSCAPE ARCHITECT.
1 04/15/2024 LETStaff Comments
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:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
Landscape Details
LA-2.0
03/01/2024
22-523
LET
CMJ
LET
Shelburne & Swift
760 & 764 Shelburne Rd. &
31 Swift St.
South Burlington, VT
PARCEL ID: 1540-00760 SPAN: 600-188-10694
L 050.1.3LAST REVISED 12/29/2020TRUDELL CONSULTING ENGINEERS
TREE PROTECTION
FOR TREES TO REMAIN WITHIN LIMIT OF
LANDSCAPE WORK AREA:
CONTRACTOR SHALL CONTACT ARBORIST PRIOR TO
DEMOLITION TO PERFORM RECOMMENDED TREATMENTS
(FERTILIZER, ROOT PRUNE, ETC.) ON SPECIMEN TREES TOREMAIN BEFORE BEGINNING DEMOLITION
PLAN VIEW
EXISTING
TREE
EXISTINGTREE
6' MIN.
SECTION VIEW
PRUNE PER ISA STANDARDS. REMOVE DEAD &
DAMAGED BRANCHES. TIE BRANCHES UP TO AVOID
DAMAGE FROM CONSTRUCTION EQUIPMENT
EXISTING TREE (S)
LI
M
I
T
O
F
D
R
I
P
L
I
N
E
(V
A
R
I
E
S
)
WOODEN OR METAL POSTS (TYPICAL)
INSTALL FENCING AT EDGE OF DRIPLINE OR AS FAR
FROM TRUNK AS POSSIBLE. MIN. DISTANCE IS 6' FROM
TRUNK. MAY BE PLASTIC SNOW FENCE OR CHAIN
LINK, MIN. 4' HIGH
ZONE OF CONSTRUCTION IMPACT (CUT/FILL)
PRUNE DAMAGED OR EXPOSED ROOTS
DAMAGED WITH A SHARP SAW LIMIT OF FENCING
(INDIVIDUAL TREE)
LIMIT OF FENCING (MULTIPLE TREES)
EXISTING GRADE
LIMIT OF CONSTRUCTION IMPACT (REFER TO PLANS)
LIMIT OF FENCE (INDIVIDUAL TREE)
LIMIT OF
CANOPY
(VARIES)
LIMIT OF FENCING
(MULTIPLE TREES)
WOODEN OR METAL POSTS (MAX. 8' SPACING)
2x4 DIM. LUMBER ATTACHED W/METAL
STRAPPING (OPT) AT 2 LOCATIONS
(MIN.). CLADDING SHALL BE 8' HIGH
WITH 6" SPACING OF BOARDS. WRAP
BARK W/BURLAP PRIOR TO
ARMORING, OR APPROVED
ALTERNATIVE METHOD
NO STORAGE OF EQUIPMENT OF
MATERIALS WITHIN DRIPLINE
L-010.1.7
DECIDUOUS TREE PLANTING
TRUDELL CONSULTING ENGINEERS LAST REVISED 03/10/2022
EQEQ EQ
2"X2"X10' FIR STAKES; STAINED BLACK; 3 PER TREE
EQUALLY SPACED AROUND ROOT BALL; ALL POSTS
SHALL BE PLUMB AND HAVE SAME HEIGHT ABOVE FINISH
GRADE.
GUY WIRE SHALL BE NEW PLIABLE ANNEALED
GALVANIZED SOFT STEEL WIRE OF NO. TEN (10) GAUGE
SIZE. ENCASE WIRE AROUND TRUNK IN TWO-PLY, BLACK,
REINFORCED GARDEN HOSE
TREE SHALL BE PLUM AFTER SETTLEMENT
TOP OF ROOTBALL SHALL BEAR SAME
RELATIONSHIP TO FINISHED GRADE AS
TO PREVIOUS EXISTING GRADE
ROOT FLARE SHALL BE EXPOSED; MULCH
SHOULD NOT BE WITHIN 4" OF TREE TRUNK
PLACE BALL ON SUBSOIL. REMOVE AND
DISCARD BURLAP EXCEPT UNDER BALL.
REMOVE ALL SYNTHETIC SOIL WRAPPING
MATERIALS (TREATED BURLAP, NYLON
TWINE, WIRE BASKETS, ETC.) AND DISCARD
EXCAVATE SUBSOIL AS REQUIRED TO
PLACE ROOTBALL TO PROPER ELEVATION.
PLACE ROOTBALL DIRECTLY ON SUBSOIL
EXCAVATE HOLE TO DIAMETER 3X WIDER THAN
ROOTBALL. BACKFILL HOLE WITH PLANTING
SOIL MIX AS SPECIFIED
BARK MULCH, AS SPECIFIED
FREE DRAINING UNDISTURBED OR
COMPACTED SUBGRADE
1/4" = 1'
4'
FOR ALL FALL PLANTING, WRAP TRUNK AT 2ND LOWERS
BRANCH. REMOVE SPECIFIED TREE WRAP THE
FOLLOWING SPRING
BARK MULCH SAUCER
L-010.1.5
EVERGREEN TREE PLANTING
TRUDELL CONSULTING ENGINEERS LAST REVISED 12/29/2020
12"
LENGTH SET BY
HEIGHT OF
ROOTBALL
3
1
2" SHREDDED BARK MULCH, AS SPECIFIED
(HOLD MULCH OFF ROOT FLARE)
2"X2"X10' FIR STAKES , STAINED BLACK; 3 PER TREE
EQUALLY SPACED AROUND ROOT BALL; ALL POSTS
SHALL BE PLUMB AND HAVE SAME HEIGHT ABOVE FINISH
GRADE. GUY WIRE SHALL BE NEW PLIABLE ANNEALED
GALVANIZED SOFT STEEL WIRE OF NO. TEN(10) GAUGE
SIZE. ENCASE WIRE AROUND TRUNK IN TWO-PLY, BLACK,
REINFORCED RUBBER GARDEN HOSE
TREE SHALL BE PLANTED WITH TOP OF ROOTBALL
BEARING THE SAME RELATIONSHIP TO FINISHED GRADE
AS TO PREVIOUS EXISTING GRADE. TREE SHALL BE
PLUMB AFTER SETTLEMENT
4'
PLANTING SOIL MIX
ROLL BURLAP BACK FROM TOP 1/3 OF
ROOTBALL BEFORE BACKFILLING.
UNTIE ROPE FROM TRUNK
FREE DRAINING SCARIFIED SUBGRADE
1/2" = 1'
L-020.1.5
SHRUB PLANTING
LAST REVISED 11/02/2021TRUDELL CONSULTING ENGINEERS
12
"
M
I
N
.
PLACE SHRUBS PERPENDICULAR TO GRADE
CURB
2" BARK MULCH: PULL MULCH AWAY FROM BASE OF SHRUB,
HOLD TOP OF SETTLED MULCH 1" BELOW CURB
PLANTING SOIL MIX THROUGHOUT
ENTIRE PLANTING AREA
FINISH GRADE
PLACE ROOTBALL ON
COMPACTED SUBGRADE
FREE DRAINING SCARIFIED
UNDISTURBED SUBGRADE
1" = 1'
REMOVE TOP HALF OF WIRE
CAGE AND REMOVE BURLAP
FROM ROOTBALL
PERENNIAL GRASSES
TRUDELL CONSULTING ENGINEERS
12
"
SEE LANDSCAPE PLAN FOR SPACING
SEE LANDSCAPE PLAN
FOR SPACING
HERBACEOUS PLANT, TYP.
EDGE OF PAVEMENT OR
EDGE OF PLANTING BED
PERENNIAL/ORNAMENTAL
GRASS, PLACE CROWN
ABOVE MULCH, SPACE AS
SHOWN ON PLANT LIST
BARK MULCH, SEE SPECS
PLANTING SOIL MIX
FREE DRAINING UNDISTURBED
SUBGRADE OR COMPACTED
LOAM FILL. PERCOLATION
REQUIREMENTS FOR SUBSOIL
PER PLANTING SOIL
SPECIFICATIONS
L-030.1.4LAST REVISED 03/10/2022
040.1.1
LAWN SEEDING
LAST REVISED 12/29/2020TRUDELL CONSULTING ENGINEERS
NOTE: ALL DISTURBED AREAS SHALL BE LOAMED
AND SEEDED UNLESS NOTED OTHERWISE
6"
SEED AS SPECIFIED
PLANTING SOIL MIX,
(ROLLED THICKNESS)
FREE DRAINING,
SCARIFIED
SUBGRADE
1" = 1'
040.1.2
SEEDING ON SLOPES
TRUDELL CONSULTING ENGINEERS LAST REVISED 02/11/2020
NOTES:
1.ALL DISTURBED AREAS SHALL BE LOAMED AND SEEDED UNLESS NOTED OTHERWISE. TEMPORARY OR PERMANENT SEEDING
SHALL OCCUR WITHIN 7 DAYS OF DISTURBANCE.
2.SEEDING AND MULCHING OF DISTURBED AREAS SHALL TAKE PLACE WITHIN 48 HOURS OF FINAL GRADING.
3.APPLY PERMANENT SEEDING PRIOR TO PLACING EROSION CONTROL BLANKETS.
4.IF SEEDING IS NOT DONE BY HYDROSEEDING, MULCH SHALL BE STRAW AND SHALL BE APPLIED AT A RATE OF 90-100 LBS/1,000SF.
MULCH SHALL NOT BE PLACED ON SLOPES GREATER THAN 3:1. SEED IMPREGNATED MULCH SHALL BE USED IN ITS PLACE.
5.SEEDING SHALL OCCUR AFTER APRIL 15 AND PRIOR TO SEPTEMBER 15G IN ORDER TO ESTABLISH A STAND OF
GRASS/VEGETATION PRIOR TO GROUND FREEZING. SEED SHALL BE IN ACCORDANCE WITH SEE SPECIFICATIONS ON THIS SHEET
AND SHALL BE APPLIED PER MANUFACTURERS RECOMMENDATIONS.
6.COVER SEED WITH 1/4" SOIL UNLESS A HYDROSEEDER IS USED.
2:1
M
A
X
.
S
L
O
P
E
4" PLANTING SOIL MIX, ROLLED
THICKNESS, SEE SPECIFICATIONS
SEED MIX AND EROSION CONTROL MATTING,
SEE CIVIL DRAWINGS FOR EROSION CONTROL
DETAILS AND SPECIFICATIONS
FREE DRAINING UNDISTURBED
OR COMPACTED SUBGRADE
L-030.1.3
GROUNDCOVER
LAST REVISED 12/29/2020TRUDELL CONSULTING ENGINEERS
12
"
M
I
N
.
GROUNDCOVER
2" BARK MULCH
PLANTING SOIL MIX
FREE DRAINING,
SCARIFIED SUBGRADE
1" = 1'
L-020.1.3
SHRUB ON SLOPE
TRUDELL CONSULTING ENGINEERS LAST REVISED 11/02/2021
12
"
M
I
N
.
12" MIN.
1-1/2'' DEPTH MULCH OR SEED,
SEE PLANTING PLAN
SLOPE LINE
SHRUB PLANTING, INSTALL PLUMB
PLACE PLANT 2"
ABOVE
SURROUNDING GRADE
2" BARK MULCH (PULL BACK
AWAY FROM BASE OF SHRUB)
PLANTING SOIL AS SPECIFIED
INDIVIDUALLY EXCAVATE SHRUB BED
TO REQUIRED DEPTH AND BACKFILL
WITH SPECIFIED SOIL MIX
UNDISTURBED SUBSOIL
1" = 1'
2:1
M
A
X
REMOVE TOP HALF OF WIRE CAGE
AND REMOVE BURLAP FROM ROOTBALL
LAST REVISED 12/29/2020TRUDELL CONSULTING ENGINEERS
STONE DRIP EDGE
L 060.1.5
12"
1'
ED
G
E
O
F
R
O
O
F
L
I
N
E
VARIES
NOTE:
1.INSTALL DRIP EDGE BASED ON
LAYOUT PROVIDED IN THE
LANDSCAPE PLANS
BUILDING EDGE
3-4" MINUS GRANITE DRIP EDGE,
INSTALL FLUSH WITH SURROUNDING
GRADE COLOR TO BE SELECTED BY
LANDSCAPE ARCHITECT
STEEL EDGING PAINTED BLACK
MANUFACTURER: BORDER CONCEPTS
EDGING: BORDER KING
STAKES: 24" LONG
CONTRACTOR TO PROVIDE SUBMITTALS
FOR REVIEW AND APPROVAL
COMPACTED SUBGRADE
1/2" = 1'
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:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
Site Details
LA-2.1
03/01/2024
22-523
LET
CMJ
LET
Shelburne & Swift
760 & 764 Shelburne Rd. & 31
Swift St.
South Burlington, VT
PARCEL ID: 1540-00760 SPAN: 600-188-10694
PRODUCT INFORMATION
DESCRIPTION: STANDARD CIRCULAR-YF
MANUFACTURER: SITECRAFT
MODEL: STANDARD CIRCULAR-YF
CONTACT INFO:
NAME: SITECRAFT
WEBSITE: site-craft.com/furniture/standard-circular-yf/
PHONE: 800-937-0203
OR APPROVED EQUAL
CURVED BENCH
NTS
SCULPTURE
NTS
PRODUCT INFORMATION
DESCRIPTION: STANDARD CIRCULAR-YF
MANUFACTURER: SITECRAFT
MODEL: STANDARD CIRCULAR-YF
CONTACT INFO:
NAME: SITECRAFT
WEBSITE: site-craft.com/furniture/standard-circular-yf/
PHONE: 800-937-0203
OR APPROVED EQUAL
CURVED BENCH-WALL CAP
NTS
WOOD SHALL BE TOP GRADE, NORTHERN
WHITE CEDAR OR APPROVED EQUAL.
SEE SPECIFICATIONS FOR ADDITIONAL
REQUIREMENTS.
OR APPROVED EQUAL
WOOD PRIVACY FENCE
NTS
PRODUCT INFORMATION:
DESCRIPTION: STAINLESS STEEL GULLS
MANUFACTURER: DALE ROGER
MODEL: GULLS
CONTACT INFO:
NAME: Dale Roger
WEBSITE: https://dalerogersstudio.com/gulls/
PHONE: 978-621-7826
OR EQUAL
D
D
D
D
D
D
OH
OH
OH
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB SB SB SB SB SB SB SB SB SB SB
SBSB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
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1-STORY
BUILDING
1-STORY
BUILDING
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SWIFT STREET
D
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D D D
D D D D
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1-STORY
BUILDING
W
W
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W
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UP
UP
UP
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UP
UG
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UG
SSSSSSSS
GRANITE CURB
D D
W
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W
W
W
W
W
W
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W
S
S
S
S
S
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UP UP
UP
UP
W
S
A
A
A
A
A A
A
A
AB
B
B
B
B
B
B
B
B
B
C
B
B B
B
B
B
B
MULTIFAMILY
RESIDENTIAL
27 DU
MIXED USE
1ST FLOOR: COMMERCIAL
2ND FLOOR: 3 DU
FINANCIAL
INSTITUTION
A
A
D
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A
F
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15°±
VT
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Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
No. 8917
CIVILP
R
O
F
E
SSIONAL E N G I NEER
LICEN S E D
JENNI F E R ANN DESA
U
T
E
L
S
ST A T E O F VER
M
O
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T
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
Lighting Plan
LI-01
Shelburne & Swift
760 & 764 Shelburne Rd. &
31 Swift St.
South Burlington, VT
PARCEL ID: 1540-00760 SPAN: 600-188-10694
03/01/2024
1" = 20'
22-523
PJM
CMJ
JAD
0
Feet
Graphic Scale
20 40 60
CALC ZONE #1
CHASE PARKING
SITE LIGHTING
LUMINAIRE SCHEDULE
SYMBOL LABEL QTY CATALOG NUMBER DESCRIPTION LAMP
A 30 white LEDs
B LED
NOTES:
1.AREA LIGHT AS SHOWN FOR PERMITTING AND INSTALLATION PURPOSES. BUILDING-MOUNTED FIXTURES
ARE SHOWN FOR PERMITTING PURPOSES ONLY. REFER TO ARCHITECTURAL PLANS FOR LIGHTING
INSTALLATION.
2.DISCREPANCIES BETWEEN THIS SHEET AND OTHER CIVIL, ELECTRICAL, OR ARCHITECTURAL PLANS
SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO INSTALLATION.
3.QUANTITIES AND CATALOG NUMBER SHOWN IN TABLE SHOULD BE VERIFIED BY ELECTRIC
CONTRACTOR PRIOR TO ORDERING.
4.POLE-MOUNTED FIXTURES TO BE SET WITH A 17-FT MOUNT HEIGHT ABOVE GROUND ELEVATION.
5.BUILDING-MOUNTED FIXTURES TO BE SET PER ARCHITECTURAL PLANS.
18
12
1.1 fc
1.8 fc
AVG. ILLUMINATION
(HORIZONTAL)
C LED1
Site Light
MANUFACTURER
Galleon Wall Luminaire - Type IV
1
N/A
2.8:1
19.7 fc
10.6 fc
MAX. POINT
ILLUMINATION
UNIFORMITY RATIO
(AVG:MIN)
0.0 fc
0.8 fc
MIN. POINT
ILLUMINATION
COOPER LIGHTING SOULTIONS
McGRAW-EDISON
(FORMERLY EATON)
WAC Lighting
Landscape Forms LE330-T4-HO-CLR
WS-W5516 A111914
GWC-SA1C-730-U-SL 4
Architectural Wall Light - Twilight
D N/A1
E LED6Chase Building CanopyFORMA LIGHTING
BULLET 127 - RECESSED
C-LITE C-CP-C-SQ-3L-40K-XXX
3499BB12-804032
ATM Canopy
MIXED-USE PARKING
SWIFT ENTRANCE
1.2 fc
1.4 fc
6.0:1
3.5:1
2.8 fc
2.8 fc
0.2 fc
0.4 fc
F LED2Pureform Bollard - Type VGardco Signify PBL-14-L-100-NW-G2 1 04/15/2024 AADStaff Comments
OH
P
OH
P
OH
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OH
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OHP
OHP
ROUTE 7 OVERHEAD LANE
ASSIGNMENT SIGN BASES
SWIFT STREET
SH
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7
1 STORY
COMMERCIAL
BUILDING
1 STORY
CONVENIENCE
STORE
GAS
PUMP
CANOPY
1 STORY
VACANT
BUILDING
S58°
1
4
'
5
5
"
W
55.80
'
S85°58'09"E
239.14'
N0
3
°
5
7
'
1
8
"
E
13
9
.
5
0
'
S85°22'45"E
44.66'
N86°35'46"E
78.84'
S86°15'14"E 118.15'
N 04°37'15" E
7.00'
1/2" IRF 0.15' A.G.
0.36' S59°05'12"E
OF COMPUTED CORNER
1" IPF, LS 48
0.85' S55°00'19"E
OF COMPUTED CORNER
PAVED DRIVE
PAVED DRIVE
PAVED DRIVE
OH
P
49
.
5
'
SE
E
N
O
T
E
4
CMF
DIST
0.5' B.G
CMF DIST
0.5' A.G 4.06' S
03°57' 18" W OF
COMPUTED
POINT
SIDELINE OF 5' WIDE SIDEWALK EASEMENT TO THE CITY OF
SOUTH BURLINGTON AS DEFINED IN VOL. 360, PGS 92-3 OF
THE CITY OF SOUTH BURLINGTON LAND RECORDS
SIDELINE OF VARIABLE WIDTH SIDEWALK EASEMENT TO THE
CITY OF SOUTH BURLINGTON AS DEFINED IN VOL. 419, PGS
709-10 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS
SE
E
NO
T
E
#
6
SHED
SHED
88.27'
N 04°26'54" E
125.16'
N 03°36'48" E
IRS
IRS
IRS
IRS
IRS
IRS
IRS
S
0
4
°
3
0
'
0
9
"
W
2
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4
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42
.
8
4
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55
.
8
0
'
32
.
4
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'
92
.
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'
N 85°05'43" W 198.01'
121.57'
52.19'
24.24'
N
0
5
°
2
2
'
4
6
"
E
2
5
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.
1
0
'
13
7
.
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11
6
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0
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0
Feet
Graphic Scale
30 60 90
15°±
VT
G
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Gary Bourne & 764 Shelburne Road, LLC.
Parcel ID#'s:1700-00031,1540-00760, 1540-00764
31 Swift St., 760 Shelburne Rd., & 764 Shelburne Rd.
South Burlington, Vermont
Subdivision of Lands of
MJB & DLH
08/03/2022
1"=30'
DLH & DBM 22-523
N/A S1-01
22-523
SOUTH BURLINGTON CITY CLERK'S OFFICE
RECEIVED FOR RECORD
AT _____________ O'CLOCK ____________ MINUTES
________ M
______________________________________A.D. 202_________
AND RECORDED IN SLIDE_______________________ATTEST
____________________________________ CITY CLERK
Parcel ID#:1540-00792
MOUNTAHA HANDY
REVOCABLE TRUST
v. 691 p. 28-32
Parcel ID#: 1700-00045
TKHS, LLC
v. 1059 p. 134
Parcel ID#:1540-00730
THERESA M. LEE LIVING TRUST
v. 924 p. 137-139
Parcel ID#: 1700-00031
LOT 3
GARY BOURNE
v. 326 p. 50-52
31 SWIFT STREET
16,575 S.F. BEFORE
46,359 S.F. AFTER
NOTES
1. THIS PLAT WAS COMPILED FROM FIELD SURVEYS AND RECORD RESEARCH,
INCLUDING THE USE OF THE FOLLOWING PLANS;
A. "SURVEY AND PLOT PLAN FOR LEE AND LEE REALTY, SO. BURLINGTON,
VT" DATED OCTOBER 30, 1973, BY JAMES G. HARVELL, L.S. AS RECORDED
IN SLIDE 101.5 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS.
B."PLAT OF SURVEY, ARTHUR R. GOYETTE, JR & ELIZABETH E. GOYETTE
PROPERTY, 0.68 AC., SWIFT STREET, SOUTH BURLINGTON, VT" DATED MAY,
1997 BY WARREN A. ROBENSTIEN L.S., AS RECORDED IN SLIDE 309.3 OF
THE CITY OF SOUTH BURLINGTON LAND RECORDS.
C."PLAN SHOWING ANNEX TO HANDY PROPERTY FROM KELLY &
JENNINGS, SHELBURNE RD., SO. BURL., VT." DATED JAN., 1992, BY
WARREN A. ROBENSTIEN, L.S. AS RECORDED IN SLIDE 253 OF THE CITY OF
SOUTH BURLINGTON LAND RECORDS.
2.BEARINGS ARE BASED ON STATIC GPS OBSERVATIONS TAKEN ON AUGUST
23, 2021 NAD 83 (2011)
3. THESE PROPERTIES MAY BE SUBJECT TO OTHER EASEMENTS, RIGHTS-OF-WAY
AND/OR COVENANTS.
4. THE RIGHT OF WAY WIDTH FOR SWIFT ST. OF 49.5' IS BASED UPON PLANS OF
RECORD. THE EASTERLY RIGHT OF WAY LIMITS FOR VERMONT ROUTE 7 ARE
BASED ON SHEET 42 OF 100 OF THE PLANS FOR PROJECT BURLINGTON M
5000(1) AS PROVIDED BY STATE OF VERMONT AGENCY OF
TRANSPORTATION THROUGH THEIR CONSULTANT CLOUGH HARBOUR
ENGINEERING CONSULTING.
5.REBARS SET ARE NO. 5 REINFORCING BARS WITH ALUMINUM CAPS
STAMPED "TCE LAND SURVEYING, LS 656"AND ALL MONUMENTATION
FOUND IS AS NOTED.
6.LOT 3 APPEARS TO BE SUBJECT TO AN EASEMENT OF UNDEFINED WIDTH TO
NEW ENGLAND TELEPHONE AND TELEGRAPH COMPANY AS DESCRIBED IN
VOL. 397, PG. 256 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS.
THE LOCATION IS GENERALLY DESCRIBED AS RUNNING FROM SWIFT STREET
BEHIND BOURNE'S TEXACO TO THE PIZZA HUT RESTAURANT.
7.LOT 3 APPEARS TO BE BURDENED BY A 10' WIDE PIPELINE EASEMENT,
CENTERED ON THE GAS SERVICE FROM SWIFT STREET TO THE BUILDING, TO
VERMONT GAS SYSTEMS, INC. AS RECORDED IN VOL. 270, PG. 373 OF THE
CITY OF SOUTH BURLINGTON LAND RECORDS.
8.THERE WAS A 1/2" IRON PIPE FOUND LEANING AGAINST THE 1/2" IRON ROD
SHOWN AT THE SOUTHEASTERLY CORNER OF LOT 2.
9.THE PURPOSE OF THIS PLAN IS TO SHOW THE DISSOLVING OF THE PROPERTY
LINES BETWEEN LOTS 1, 2 AND 3.
N/F
LEGEND:
EXISTING PROPERTY LINE
ABUTTING PROPERTY LINE
EXISTING PROPERTY LINE PROPOSED TO BE REMOVED
PROPOSED NEW PROPERTY LINE
SIDELINE OF EASEMENT
CHAIN LINK FENCE
OVERHEAD WIRE
NOW OR FORMERLY
IRON PIPE FOUND (IPF)
CONCRETE MONUMENT FOUND (CMF)
IRON REBAR (TO BE SET)
IRON REBAR FOUND
SURVEY POINT - NO MARKER FOUND OR SET
IRS
IRF
Th
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DescriptionRevisions ByDate#
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM
TRUDELL CONSULTING ENGINEERS
Date:
Scale:
Drawn By:Crd file:
Sheet:Surveyed By:Field Bk:
Project #:
TO THE BEST OF MY KNOWLEDGE, THIS PLAT IS BASED ON INFORMATION
ABSTRACTED FROM PERTINENT DEEDS AND/OR OTHER OFFICIAL RECORDS,
AND MARKERS EVIDENT ON THE PROPERTY, AND CONFORMS WITH THE
REQUIREMENTS OF 27 VSA SECTION 1403. DATED
THIS __________ DAY OF _______________, 2023
_________________________________________
DOUGLAS L, HENSON, L.S. 656
OHP
DLH2-7-23RECONFIGURED LOTS1
Parcel ID#: 1540-00760
LOT 1
GARY BOURNE
v. 188 p. 137-138
760 SHELBURNE ROAD
17,553 S.F. BEFORE
8,054 S.F. AFTER
Parcel ID#: 1540-00764
LOT 2
764 SHELBURNE ROAD,
LLC
v. 1035 p. 233-234
764 SHELBURNE ROAD
26,572 S.F. BEFORE
6,287 S.F. AFTER
PROJECT LOCATION
OH
P
OH
P
OH
P
OH
P
OHP
OHP
ROUTE 7 OVERHEAD LANE
ASSIGNMENT SIGN BASES
SWIFT STREET
SH
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7
1 STORY
COMMERCIAL
BUILDING
1 STORY
CONVENIENCE
STORE
GAS
PUMP
CANOPY
1 STORY
VACANT
BUILDING
S58°
1
4
'
5
5
"
W
55.80
'
S85°58'09"E
239.14'
N0
3
°
5
7
'
1
8
"
E
13
9
.
5
0
'
S85°22'45"E
44.66'
N86°35'46"E
78.84'
S86°15'14"E 118.15'
N 04°37'15" E
7.00'
1/2" IRF 0.15' A.G.
0.36' S59°05'12"E
OF COMPUTED CORNER
1" IPF, LS 48
0.85' S55°00'19"E
OF COMPUTED CORNER
PAVED DRIVE
PAVED DRIVE
PAVED DRIVE
OH
P
49
.
5
'
SE
E
N
O
T
E
4
CMF
DIST
0.5' B.G
CMF DIST
0.5' A.G 4.06' S
03°57' 18" W OF
COMPUTED
POINT
SIDELINE OF 5' WIDE SIDEWALK EASEMENT TO THE CITY OF
SOUTH BURLINGTON AS DEFINED IN VOL. 360, PGS 92-3 OF
THE CITY OF SOUTH BURLINGTON LAND RECORDS
SIDELINE OF VARIABLE WIDTH SIDEWALK EASEMENT TO THE
CITY OF SOUTH BURLINGTON AS DEFINED IN VOL. 419, PGS
709-10 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS
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88.27'
N 04°26'54" E
125.16'
N 03°36'48" E
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N 85°05'43" W 198.01
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121.57'
52.19'
24.24'
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Graphic Scale
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15°±
VT
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Gary Bourne & 764 Shelburne Road, LLC.
Parcel ID#'s:1700-00031,1540-00760, 1540-00764
31 Swift St., 760 Shelburne Rd., & 764 Shelburne Rd.
South Burlington, Vermont
Subdivision of Lands of
MJB & DLH
08/03/2022
1"=30'
DLH & DBM 22-523
N/A S1-01
22-523
SOUTH BURLINGTON CITY CLERK'S OFFICE
RECEIVED FOR RECORD
AT _____________ O'CLOCK ____________ MINUTES
________ M
______________________________________A.D. 202_________
AND RECORDED IN SLIDE_______________________ATTEST
____________________________________ CITY CLERK
Parcel ID#:1540-00792
MOUNTAHA HANDY
REVOCABLE TRUST
v. 691 p. 28-32
Parcel ID#: 1700-00045
TKHS, LLC
v. 1059 p. 134
Parcel ID#:1540-00730
THERESA M. LEE LIVING TRUST
v. 924 p. 137-139
Parcel ID#: 1700-00031
LOT 3
GARY BOURNE
v. 326 p. 50-52
31 SWIFT STREET
16,575 S.F. BEFORE
46,359 S.F. AFTER
NOTES
1. THIS PLAT WAS COMPILED FROM FIELD SURVEYS AND RECORD RESEARCH, INCLUDING THE
USE OF THE FOLLOWING PLANS;
A. "SURVEY AND PLOT PLAN FOR LEE AND LEE REALTY, SO. BURLINGTON, VT" DATED OCTOBER
30, 1973, BY JAMES G. HARVELL, L.S. AS RECORDED IN SLIDE 101.5 OF THE CITY OF SOUTH
BURLINGTON LAND RECORDS.
B."PLAT OF SURVEY, ARTHUR R. GOYETTE, JR & ELIZABETH E. GOYETTE PROPERTY, 0.68 AC.,
SWIFT STREET, SOUTH BURLINGTON, VT" DATED MAY, 1997 BY WARREN A. ROBENSTIEN L.S., AS
RECORDED IN SLIDE 309.3 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS.
C."PLAN SHOWING ANNEX TO HANDY PROPERTY FROM KELLY & JENNINGS, SHELBURNE RD.,
SO. BURL., VT." DATED JAN., 1992, BY WARREN A. ROBENSTIEN, L.S. AS RECORDED IN SLIDE
253 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS.
2.BEARINGS ARE BASED ON STATIC GPS OBSERVATIONS TAKEN ON AUGUST 23, 2021 NAD 83
(2011)
3. THESE PROPERTIES MAY BE SUBJECT TO OTHER EASEMENTS, RIGHTS-OF-WAY AND/OR
COVENANTS.
4. THE RIGHT OF WAY WIDTH FOR SWIFT ST. OF 49.5' IS BASED UPON PLANS OF RECORD. THE
EASTERLY RIGHT OF WAY LIMITS FOR VERMONT ROUTE 7 ARE BASED ON SHEET 42 OF 100 OF
THE PLANS FOR PROJECT BURLINGTON M 5000(1) AS PROVIDED BY STATE OF VERMONT
AGENCY OF TRANSPORTATION THROUGH THEIR CONSULTANT CLOUGH HARBOUR
ENGINEERING CONSULTING.
5.REBARS SET ARE NO. 5 REINFORCING BARS WITH ALUMINUM CAPS STAMPED "TCE LAND
SURVEYING, LS 656"AND ALL MONUMENTATION FOUND IS AS NOTED.
6.LOT 3 APPEARS TO BE SUBJECT TO AN EASEMENT OF UNDEFINED WIDTH TO NEW ENGLAND
TELEPHONE AND TELEGRAPH COMPANY AS DESCRIBED IN VOL. 397, PG. 256 OF THE CITY OF
SOUTH BURLINGTON LAND RECORDS. THE LOCATION IS GENERALLY DESCRIBED AS RUNNING
FROM SWIFT STREET BEHIND BOURNE'S TEXACO TO THE PIZZA HUT RESTAURANT.
7.LOT 3 APPEARS TO BE BURDENED BY A 10' WIDE PIPELINE EASEMENT, CENTERED ON THE GAS
SERVICE FROM SWIFT STREET TO THE BUILDING, TO VERMONT GAS SYSTEMS, INC. AS RECORDED
IN VOL. 270, PG. 373 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS.
8.THERE WAS A 1/2" IRON PIPE FOUND LEANING AGAINST THE 1/2" IRON ROD SHOWN AT THE
SOUTHEASTERLY CORNER OF LOT 2.
9.THE PURPOSE OF THIS PLAN IS TO SHOW THE DISSOLVING OF THE PROPERTY LINES BETWEEN
LOTS 1, 2 AND 3.
N/F
LEGEND:
EXISTING PROPERTY LINE
ABUTTING PROPERTY LINE
EXISTING PROPERTY LINE PROPOSED TO BE REMOVED
PROPOSED NEW PROPERTY LINE
SIDELINE OF EASEMENT
CHAIN LINK FENCE
OVERHEAD WIRE
NOW OR FORMERLY
IRON PIPE FOUND (IPF)
CONCRETE MONUMENT FOUND (CMF)
IRON REBAR (TO BE SET)
IRON REBAR FOUND
SURVEY POINT - NO MARKER FOUND OR SET
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DescriptionRevisions ByDate#
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495 802 879 6331 | WWW.TCEVT.COM
TRUDELL CONSULTING ENGINEERS
Date:
Scale:
Drawn By:Crd file:
Sheet:Surveyed By:Field Bk:
Project #:
OHP
DLH2-7-23RECONFIGURED LOTS1
Parcel ID#: 1540-00760
LOT 1
GARY BOURNE
v. 188 p. 137-138
760 SHELBURNE ROAD
17,553 S.F. BEFORE
8,054 S.F. AFTER
Parcel ID#: 1540-00764
LOT 2
764 SHELBURNE ROAD,
LLC
v. 1035 p. 233-234
764 SHELBURNE ROAD
26,572 S.F. BEFORE
6,287 S.F. AFTER
PROJECT LOCATION
AN EASEMENT IN COMMON IS
PROPOSED BENEFITING ALL PUD
LOTS GRANTING ACCESS FROM THE
CURB CUT
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
No. 8917
CIVILP
R
O
F
E
SSIONAL E N G I NEER
LICEN S E D
JENNI F E R ANN DESA
U
T
E
L
S
ST A T E O F VER
M
O
N
T
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
LEGEND
PROPOSEDEXISTING
STREAM
TRAIL
PROPERTY LINE
EASEMENTS
SETBACKS
WETLAND LIMIT
FENCE
TREE LINE
CLEANOUT (CO)
CATCH BASIN (CB)
GUARD RAIL
VALVE
CURB STOP (CS)
FIRE HYDRANT (HYD)
WATER SUPPLY WELL
END CAP
BLOWOFF
UTILITY POLE
LUMINAIRE
BOLLARD LIGHT
IRON PIPE
STEEL REBAR
IRON PIN (IP)
CALCULATED POINT
SOIL BORING
BENCHMARK
CONCRETE MONUMENT
STONEWALL
OVERHEAD UTILITY
SEWER FORCEMAIN
STORM DRAINAGE
CURTAIN DRAIN
UNDERDRAIN
ROOF DRAIN
FOOTING DRAIN
REMOVED/ABANDONED
PAVED DRIVE OR ROAD
GRAVEL DRIVE OR ROAD
TOPOGRAPHIC CONTOURS
OBSERVATION WELL
PERCOLATION TEST
SOIL TEST PIT
TO BE SETFOUND SET
RECORD DRAWING REQUIREMENTS:
1.A CLEAN SET OF UP TO DATE RECORD DRAWINGS IS TO BE AVAILABLE FOR REVIEW ON SITE AT ALL TIMES. FOR JOBS LASTING MORE THAN 4
WEEKS A REVIEW OF THE RECORD DRAWINGS WILL BE DONE BY THE ENGINEER EVERY 2 WEEKS AND COMMENTS OR DEFICIENCIES MAY BE
PROVIDED.
2.TIES TO ALL BENDS, VALVES, JOINTS, CONNECTIONS AND DESIGN FEATURES SHALL BE PROVIDED. TIES SHALL BE PULLED FROM EASILY
LOCATABLE PERMANENT ABOVE GROUND FEATURES THAT ARE VISIBLE YEAR AROUND SUCH AS BUILDING CORNERS, HYDRANTS, SEWER AND
STORM DRAIN COVERS THAT WILL BE CLEARED IN WINTER, UTILITY POLES, ETC. REFRAIN FROM PROVIDING TIES WITH ACUTE ANGLES. TIES
SHOULD BE PULLED AT ANGLES AS CLOSE TO 90 DEGREES AS POSSIBLE. TIES WITH ANGLES TOO ACUTE MAY BE REJECTED.
3.RECORD INFORMATION NEEDS TO BE PROVIDED ON THE APPROPRIATE DESIGN PLANS ON A WEEKLY BASIS. RECORD INFORMATION
REGARDING TCE DESIGN ITEMS PLACED ON INAPPROPRIATE DESIGN PLANS WILL NOT BE ACCEPTED.
4.TCE WILL ACCEPT ELECTRONIC RECORD COORDINATE INFORMATION, REFERENCED TO THE PROJECT DATUM. ELECTRONIC DATA SHALL BE
COMPUTER-AIDED DESIGN (CAD) FILES INCLUDING NATIVE FILE FORMATS (DWG).
5.IF ENGINEERING SERVICES FOR BI-WEEKLY REVIEW OF RECORD INFORMATION HAVE NOT BEEN OBTAINED FOR THE PROJECT ALL RECORD
INFORMATION FOR TCE DESIGN ITEMS SHALL BE PROVIDED TO TCE WITHIN 7 BUSINESS DAYS OF THE COMPLETION OF THE WORK.
6.PLANS SUBMITTED AT THE END OF THE PROJECT SHALL BE REVIEWED FOR COMPLETENESS. ALL REQUIREMENTS LISTED ABOVE APPLY.
7.IF DESIGN FEATURES WERE INSTALLED EXACTLY PER THE DESIGN PLANS TIES TO THE FEATURE ARE STILL REQUIRED TO BE PROVIDED BY THE
CONTRACTOR FOR THE OWNERS USE. ANY FEATURE NOT INDICATED AS DIFFERENT IN RED WILL BE CONSIDERED TO BE EXACTLY PER DESIGN.
8.RECORD INFORMATION SHALL INCLUDE BOTH VERTICAL AND HORIZONTAL LOCATIONS. THIS INCLUDES BUT IS NOT LIMITED TO FINISHED
FLOOR ELEVATIONS, RIMS AND INVERTS OF STRUCTURES AND PIPING, INVERTS AT CROSSINGS, ETC.
9.ANY UTILITIES ENCOUNTERED THAT ARE NOT SHOWN ON THE PLANS SHALL BE ADDED TO THE PLANS WITH APPROPRIATE TIES.
10.TIES SHALL INCLUDE ALL UTILITIES INSTALLED BY CONTRACTOR WHICH INCLUDE BUT ARE NOT LIMITED TO SEWER, WATER, STORM, ELECTRIC,
CABLE, TELEPHONE, GAS, ETC.
11.RECORD DRAWINGS SHALL BE SUPPLIED ON BOTH HARD COPY AND ELECTRONIC DATA. ELECTRONIC DATA SHALL BE COMPUTER-AIDED
DESIGN (CAD) FILES INCLUDING NATIVE FILE FORMATS (DWG).
12.THE CONTRACTOR SHALL SUBMIT ON A WEEKLY BASIS PROJECT PHOTOGRAPHS. THE INFORMATION WILL BE SUBMITTED TO THE ENGINEER IN
ELECTRONIC FORMAT WITH EACH PICTURE BEING LABELED BY DATE, LOCATION AND ACTIVITY. AT A MINIMUM THE CONTRACTOR WILL
SUBMIT PICTURES OF ALL THRUST BLOCKS, CONNECTIONS TO EXISTING FACILITIES AND STRUCTURES BEFORE AND AFTER BACKFILL. PROVIDE
AUXILIARY LIGHTING AS REQUIRED TO PRODUCE CLEAR, WELL-LIT PHOTOGRAPHS WITHOUT OBSCURING SHADOWS. THE CONTRACTOR SHALL
MAINTAIN ONE CHECK SET OF PHOTOGRAPHS AT THE SITE FOR REFERENCE. UPON REQUEST THE CONTRACTOR SHALL PROVIDE PICTURES OF
VARIOUS AREAS DEEMED NECESSARY BY THE ENGINEER OR OWNER.
13.CERTIFICATIONS BY THE ENGINEER AND SUCCESSFUL TEST RESULTS DO NOT RELIEVE THE CONTRACTOR OF FULL COMPLIANCE WITH THE
DESIGN PLANS, SPECIFICATIONS AND PERMITS SHOULD A DEFICIENCY BE DISCOVERED AFTER SAID CERTIFICATION OR TESTING.
SPECIAL NOTE:
FOR CLARITY, ALL ORIGINAL COLOR SHEETS
MUST BE REPRODUCED IN COLOR
CONSTRUCTION PHASE:
LISTED BELOW IS A BRIEF SUMMARY OF CONSTRUCTION PHASE REQUIREMENTS. THIS LIST IS NOT INTENDED
TO BE ALL-INCLUSIVE. CONSTRUCTION SPECIFICATIONS, PERMIT REQUIREMENTS AND SUBSEQUENT
CONTRACTUAL AGREEMENTS FROM PARTIES INVOLVED SHALL PREVAIL.
PRE-CONSTRUCTION
·OWNER TO ESTABLISH SCOPE OF SERVICES WITH PROJECT ENGINEER(S)
·OWNER TO IDENTIFY WORK SCOPE AND SCHEDULE
·UPON OWNER REQUEST, ENGINEER WILL ASSIST WITH CONTRACTOR BID AND SELECTION PROCESS
·ENGINEER TO FINALIZE PLANS FOR CONSTRUCTION READINESS INCLUDING SPECIFICATIONS
·MEETING BETWEEN OWNER, ENGINEER(S), CONTRACTOR(S), ARCHITECT(S), REGULATORY AUTHORITIES
AND OTHER PERTINENT PARTIES TO REVIEW AND DISCUSS THE WORK
PRE-CONSTRUCTION MEETING
·CONTRACTOR TO IDENTIFY SUPERINTENDENT WITH AUTHORITY TO MAKE DECISIONS
·CONTRACTOR TO IDENTIFY SUBCONTRACTORS
·CONTRACTOR TO ESTABLISH SCHEDULE
·CONTRACTOR TO DESIGNATE RESPONSIBLE PERSONNEL
·CONTRACTOR TO CONFIRM PROCEDURE FOR RFI'S, CHANGE ORDERS, EXTRAS AND PAY REQUESTS
·CONTRACTOR TO SUBMIT SHOP DRAWINGS
·CONTRACTOR TO OUTLINE SAFETY, SECURITY, AND WORKING HOURS
·CONTRACTOR OR OWNER TO IDENTIFY TESTING COMPANY
CONSTRUCTION PHASE
·INITIAL CONTROL SUPPLIED BY OWNER AND CONTRACTOR RESPONSIBLE FOR LAYOUT
·PROJECT ENGINEER TO ESTABLISH BENCHMARK AND IN SOME CASES INITIAL SITE LAYOUT
·DISCUSS RESTRICTIONS SUCH AS, BUT NOT LIMITED TO, WETLANDS OR TREE LINE
·REVIEW EXISTING AND REQUIRED PERMITS
·DIGSAFE AND PERMIT NUMBER
·ADDITIONAL UNDERGROUND LAYOUT BY PRIVATE COMPANY
·DISCUSS EROSION CONTROL
·OWNER TO PROVIDE PROJECT ENGINEER TO OBSERVE CONSTRUCTION PERIODICALLY, DURING
CRITICAL PHASES AND TESTING
·WEEKLY JOB MEETINGS DURING CONSTRUCTION UNLESS INDICATED OTHERWISE.
·OWNER TO PROVIDE PROJECT ENGINEER TO REVIEW AND DISCUSS PLANS, ANSWER QUESTIONS,
RESPOND TO CHANGES, APPROVE SUBMITTALS, AND OTHER BUSINESS COMMON TO CONSTRUCTION
SERVICES.
·ENGINEER TO OBSERVE TESTING AND COLLECT RESULTS
·OWNER AND CONTRACTOR TO COMPLY WITH PERMITS
·CONTRACTOR CERTIFICATION (PROVIDED BY CONTRACTOR)
·PICTURE AND RECORD DRAWINGS (PROVIDED BY CONTRACTOR)
PAVED DRIVE OR ROAD
WITH CURB
SEWER MAINS
AND SERVICES
WATER MAINS
AND SERVICES
LIQUID PROPANE
OR NATURAL GAS
UNDERGROUND UTILITY
MARBLE OR STONE
MONUMENT
TCE CONTROL POINT
MAG NAIL
TCE CONTROL POINT
STEEL REBAR
MTC OR TRANSFORMER
OUTLET OR
END SECTION
ØØØØ
S S
èèèè
124
FM
W
CD
UD
RD
FD
G
OH
UG
SB SB
124
W
D
CD
UD
RD
FD
G
OH
UG
SB SB
ØØØØØØ
S S S S S
FM FM FM
W W W W
D D D D
CD CD CD
UD UD UD
RD RD RD
FD FD FD
G G G G
OH OH OH
UG UG UG
FM
D
Legend & Notes
C1-00
03/01/2024
--
22-523
PJM
CMJ
JAD
Shelburne & Swift
760 & 764 Shelburne Rd. &
31 Swift St.
South Burlington, VT
LEGEND NOTE:
SOME INFORMATION MAY BE PROVIDED BY OTHERS AND COULD BE SHOWN WITH A DIFFERENT SYMBOL NOT SHOWN ON THIS
LEGEND. HOWEVER, THEY ARE LABELED ON RESPECTIVE PLANS. IN SOME CASES A CHANGE IN SCALE OR PRINTER CAN ALTER
INFORMATION TO NOT SHOW AN EXACT MATCH ON THIS LEGEND. IF ANY QUESTIONS EXIST CONTACT THE ENGINEER TO CLARIFY.
ADDITIONAL LEGEND INFORMATION IS SUPPLIED SEPARATELY ON EROSION CONTROL PLANS AND SOME SURVEY PLATS.
SEWER, DRAINAGE OR TELEPHONE MANHOLE
(SMH/DMH/TMH)
TELEPHONE OR TELEVISION PEDESTAL
(TEL-PED/TV-PED)
ADJOINING PROPERTY LINE
WELL CONE /
WASTEWATER CONE OF INFLUENCE
SIGN
P-
XXMIN./IN.
SURVEY
CANOPY LIGHT
FLOOD OR WALL LIGHT
W
YARD DRAIN (YD)Y
GAS OR ELECTRICAL METER
PARCEL ID: 1540-00760 SPAN: 600-188-10694
18"
TP-
WETLAND BUFFER
CONSTRUCTION NOTES FOR CONTRACTOR & CLIENT/OWNER:
1.CONTRACT DOCUMENTS: THESE PLANS WERE PREPARED BY TRUDELL CONSULTING ENGINEERS (TCE) AND ARE INTENDED TO BE USED IN CONJUNCTION WITH THE STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT, #C-700 PREPARED BY THE ENGINEERS JOINT CONTRACT
DOCUMENTS COMMITTEE (EJCDC), LATEST EDITION. COPIES ARE AVAILABLE AT WWW.NSPE.ORG/EJCDC.
2.UNDERGROUND IMPROVEMENTS: THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS SHOWN ARE ASSUMED BASED ON RESEARCH, UTILITY PLANS PROVIDED BY OTHERS, AND/OR SURFACE EVIDENCE AVAILABLE AND WERE OBTAINED IN A MANNER CONSISTENT WITH THE
ORDINARY STANDARD OF PROFESSIONAL CARE AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE DESIGN ENGINEER.
3.DIFFERING SUBSURFACE OR PHYSICAL CONDITIONS: IF CONTRACTOR BELIEVES THAT ANY SUBSURFACE OR PHYSICAL CONDITION AT OR CONTIGUOUS TO THE SITE THAT IS UNCOVERED OR REVEALED EITHER: (1) IS OF SUCH A NATURE AS TO ESTABLISH THAT ANY “TECHNICAL DATA” ON WHICH
CONTRACTOR RELIED IS MATERIALLY INACCURATE; OR (2) IS OF SUCH A NATURE AS TO REQUIRE A CHANGE IN THE PLANS/CONTRACT DOCUMENTS; OR (3) DIFFERS MATERIALLY FROM THAT SHOWN OR INDICATED IN THE PLANS/CONTRACT DOCUMENTS; OR (4) IS OF AN UNUSUAL NATURE, AND
DIFFERS MATERIALLY FROM CONDITIONS ORDINARILY ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THE PLANS/CONTRACT DOCUMENTS; THEN CONTRACTOR SHALL, PROMPTLY AFTER BECOMING AWARE THEREOF AND BEFORE
FURTHER DISTURBING THE SUBSURFACE OR PHYSICAL CONDITIONS OR PERFORMING ANY WORK IN CONNECTION THEREWITH (EXCEPT IN AN EMERGENCY), NOTIFY OWNER AND ENGINEER ABOUT SUCH CONDITION. CONTRACTOR SHALL NOT FURTHER DISTURB SUCH CONDITION OR PERFORM ANY
WORK IN CONNECTION THEREWITH (EXCEPT AS AFORESAID) UNTIL RECEIPT OF WRITTEN ORDER TO DO SO. ALL PARTIES INVOLVED (OWNER, ENGINEER, ARCHITECT AND MUNICIPALITY IF APPLICABLE) SHALL AGREE UPON HOW TO PROCEED AND ANY RELATED COST IMPLICATIONS.
4.UTILITIES: PRIVATE AND PUBLIC UTILITIES SUCH AS ELECTRIC, TELEPHONE, GAS, CABLE, FIBER OPTIC ETC. ARE THE RESPONSIBILITY OF THE RESPECTIVE UTILITY COMPANY. ANY INFORMATION SHOWN BY TCE SHOULD BE CONSIDERED PRELIMINARY (USUALLY TO ASSIST WITH PERMITTING.) FINAL DESIGN,
CONSTRUCTION AND MAINTENANCE ARE THE RESPONSIBILITY OF RESPECTIVE UTILITY COMPANIES. COMPLIANCE WITH EASEMENTS AND REGULATIONS (STATE AND LOCAL) ARE THE RESPONSIBILITY OF RESPECTIVE UTILITY COMPANY.
5.DIGSAFE: IN ACCORDANCE WITH VERMONT STATE LAW (VSA TITLE 30 CHAPTER 86 AND PSB RULE 3,800) THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT DIGSAFE SYSTEMS, INC. “DIGSAFE.” AT LEAST 48 HOURS , EXCLUDING SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS, BUT NOT MORE
THAN 30 DAYS BEFORE COMMENCING EXCAVATION ACTIVITIES, EXCEPT IN AN EMERGENCY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRE-MARKING THE SITE AND MAINTAINING DESIGNATED MARKINGS. FOR MORE INFORMATION ON DIGSAFE REQUIREMENTS SEE WWW.DIGSAFE.COM.
6.JOBSITE SAFETY: NEITHER THE PROFESSIONAL ACTIVITIES OF TRUDELL CONSULTING ENGINEERS (TCE), NOR THE PRESENCE OF TCE OR ITS EMPLOYEES AND SUB CONSULTANTS AT A CONSTRUCTION SITE, SHALL RELIEVE THE GENERAL CONTRACTOR AND ANY OTHER ENTITY OF THEIR OBLIGATIONS,
DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, SUPERINTENDING OR COORDINATING ALL PORTIONS OF THE WORK OF CONSTRUCTION IN ACCORDANCE WITH THE
CONTRACT DOCUMENTS AND ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES. TCE AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR OTHER ENTITY OR THEIR EMPLOYEES IN CONNECTION WITH
THEIR WORK OR ANY HEALTH OR SAFETY PRECAUTIONS. THE CLIENT AGREES THAT THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOBSITE SAFETY, AND WARRANTS THAT THIS INTENT SHALL BE MADE EVIDENT IN THE CLIENT'S AGREEMENT WITH THE GENERAL CONTRACTOR. THE CLIENT ALSO
AGREES THAT THE CLIENT, TCE AND TCE'S CONSULTANTS SHALL BE INDEMNIFIED AND SHALL BE MADE ADDITIONALLY INSURED UNDER THE GENERAL CONTRACTOR'S GENERAL LIABILITY INSURANCE POLICY.
7.CODES AND STANDARDS COMPLIANCE: TCE SHALL EXERCISE USUAL AND CUSTOMARY PROFESSIONAL CARE IN ITS EFFORTS TO COMPLY WITH CODES, STANDARDS, REGULATIONS AND ORDINANCES IN EFFECT. THE OWNER ACKNOWLEDGES THAT SUCH REQUIREMENTS MAY BE SUBJECT TO
VARIOUS AND CONTRADICTORY INTERPRETATIONS. TCE, THEREFORE, WILL USE ITS REASONABLE PROFESSIONAL EFFORTS AND JUDGMENT TO INTERPRET APPLICABLE REQUIREMENTS AS THEY APPLY TO THE PROJECT. TCE, HOWEVER, CANNOT AND DOES NOT WARRANT OR GUARANTEE THAT THE
PROJECT WILL COMPLY WITH ALL INTERPRETATIONS OF SUCH REQUIREMENTS.
8.CONSTRUCTION OBSERVATION: TCE MAY VISIT THE PROJECT AT APPROPRIATE INTERVALS DURING CONSTRUCTION TO BECOME GENERALLY FAMILIAR WITH THE PROGRESS AND QUALITY OF THE CONTRACTOR'S WORK AND TO DETERMINE IF THE WORK IS PROCEEDING IN GENERAL ACCORDANCE
WITH THE CONTRACT DOCUMENTS. THE OWNER HAS NOT RETAINED TCE TO MAKE DETAILED INSPECTIONS OR TO PROVIDE EXHAUSTIVE OR CONTINUOUS PROJECT REVIEW AND OBSERVATION SERVICES. TCE DOES NOT GUARANTEE THE PERFORMANCE OF, AND SHALL NOT HAVE RESPONSIBILITY
FOR, THE ACTS OR OMISSIONS OF ANY CONTRACTOR, SUB-CONTRACTOR, SUPPLIER OR ANY OTHER ENTITY FURNISHING MATERIALS OR PERFORMING ANY WORK ON THE PROJECT. TCE SHALL NOT SUPERVISE, DIRECT OR HAVE CONTROL OVER THE CONTRACTOR'S WORK NOR HAVE ANY
RESPONSIBILITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OF THE CONTRACTOR. IF THE OWNER DESIRES MORE EXTENSIVE PROJECT OBSERVATION OR FULL-TIME PROJECT REPRESENTATION, THE OWNER SHALL REQUEST SUCH SERVICES BE PROVIDED
BY TCE AS ADDITIONAL SERVICES.
9.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.
S
S
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UPUPUPUPUP
UP
UP
RIM = 207.51
D
D
D
D
D
D
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
21
3
214
2
1
6
21
7
213
21
4
21
221
1
21
5
21
6
214
2
1
2
213
2
1
1
21
6
21
7
21
3
21
5
2
1
2
2
1
0
21
421
3
21
1
21
2
21
0
21
0
21
2
21
1
21
3
21
5
2
1
7
2
1
6
21
4
20
8 20
9
21
8 21
9
21
0
21
1
21
321
2
21
6
21
4
21
821
7
21
0
20
9
209
21
0
21
1
21
2
20
8
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB SB SB SB SB SB SB SB SB SB SB
SB
SBSB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
N/F
GARY BOURNE
N/F
TKHS LLC
N/F
LEE THERESA M LIVING
TRUST, C/O DUFF AND PHELPS
N/F
GARY J. BOURNE
1
0
'
N/F
HANDY MOUNTAHA TRUST
1-STORY
BUILDING
2300 SQ. FT.
1-STORY
BUILDING
2812 SQ. FT.
1-STORY
BUILDING
6157 SQ. FT.
1-STORY
BUILDING
1-STORY
BUILDING
RAMP
PAVED DRIVE
PAVED DRIVE
PAVED DRIVE
SH
E
L
B
U
R
N
E
R
O
A
D
(
U
.
S
.
R
O
U
T
E
7
)
SWIFT STREET
SHED
D D D D
D
D D
D D D D D
D
D
WASTE OIL TANK
TRANSFORMER ON
CONCRETE PAD
D
D
D
D
D
11
6
'
±
13
7
'
±
122'±
14
0
'
±
118'±79'±
7'±45'±
12
5
'
±
56'±
76'±
99
'
±
239'±
1-STORY
BUILDING
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
GAS
METER
G
G
G
G
G
G
UP
UP
UP
UP
UP
UP
UP
UG
UG
UG
UG
UPUPUPUP
UP
UP
UPUP
W
W
W
N/F
764 SHELBURNE RD. LLC,
C/O GARY BOURNE
CONCRETE PAD WITH
TANK ACCESS WELLS
SSSSSSSS
ASSUMED LOCATION OF
SMH IN INTERSECTION
OF SHELBURNE ROAD
AND SWIFT STREET
RIM = 215.5
CLAY 8" iIN (N) = 206.7
CLAY 10" iIN (E) =207.0
CLAY 10" iOUT(W) = 206.9
GRAVEL DRIVE
GRAVEL
DRIVE
RIM = 209.0
18" RCP iIN(E) = 202.2
18" RCP iIN(S) =201.3
18" RCP IOUT(W) = 200.6
APPROX. LOCATION PER
DIGSAFE MARKINGS EX. 8" DI
WATER MAIN (TO BE VERIFIED)
APPROX. LOCATION
EX. 6" AC WATER MAIN
(TO BE VERIFIED)
CROSSWALK SIGNAL
POLE
LEGAL LOAD
LIMIT SIGNUTILITY
COVER
CONCRETE FOOTING
FOR ROUTE 7
OVERHEAD LANE
ASSIGNMENT SIGN
RIM = 207.9
SUMP = 203.1
18" RCP iOUT +/- 202.7
GAS STATION SIGN
ROAD WORK SIGN
RIM = 207.5
CLOGGED
RIM = 213.1
12" CMP iOUT(W) = 208.6
RIM = 210.8
15" RCP iIN(N) = 204.1
12" RCP iIN(E) =204.3
18" RCP iOUT(W) = 203.9
GRANITE CURB
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
No. 8917
CIVILP
R
O
F
E
SSIONAL E N G I NEER
LICEN S E D
JENNI F E R ANN DESA
U
T
E
L
S
ST A T E O F VER
M
O
N
T
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
0
Feet
Graphic Scale
20 40 60
15°±
VT
G
r
i
d
M
a
g
n
e
t
i
c
PARCEL ID: 1540-00760 SPAN: 600-188-10694
Existing Conditions
Plan
C1-01
03/01/2024
1" = 20'
22-523
PJM
CMJ
JAD
Shelburne & Swift
760 & 764 Shelburne Rd. &
31 Swift St.
South Burlington, VT
EXISTING CONDITIONS NOTES:
1.THE PURPOSE OF THE EXISTING CONDITIONS PLAN IS TO DEPICT READILY APPARENT PERTINENT EXISTING
CONDITIONS AS OF 9/20/21 FIELDWORK PERFORMED BY LAMOUREAUX & DICKINSON.
2.BEARINGS SHOWN ARE BASED UPON VERMONT GRID NORTH USING VTVRS CORS STATION.
3.VERTICAL DATUM IS BASED ON NAVD88 (GEIOD 18). A TRIMBLE R10 WAS EMPLOYED FOR THESE OBSERVATIONS.
4.COORDINATE SYSTEM IS BASED ON VERMONT STATE PLANE (U.S. SURVEY FEET).
5.THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS SHOWN ARE BASED ON RESEARCH,
UTILITY PLANS PROVIDED BY OTHERS, AND/OR SURFACE EVIDENCE ENCOUNTERED AND WERE OBTAINED IN A
MANNER CONSISTENT WITH THE ORDINARY STANDARD OF PROFESSIONAL CARE AND HAVE NOT BEEN
INDEPENDENTLY VERIFIED BY THE OWNER OR THE DESIGN ENGINEER. ADDITIONAL UTILITIES NOT SHOWN MAY
EXIST. ENGINEER SHALL BE NOTIFIED IF ANY DISCREPANCIES ARE ENCOUNTERED. ACTUAL LOCATION OF
UNDERGROUND UTILITIES MAY VARY. DIGSAFE MUST BE CONTACTED PRIOR TO ANY EXCAVATION. CALL
1-888-DIG SAFE (344-7233) OR CALL 811.
6.PERIMETER BOUNDARIES SHOWN HEREON STRICTLY FROM TAX MAP INFORMATION ONLY, THIS PLAN DOES NOT
DEPICT A FORMAL BOUNDARY SURVEY.
7.EXISTING CONDITIONS PLAN IS BASED ON INFORMATION PROVIDED BY LAMOUREAUX & DICKINSON TITLED "S-1
EXISTING CONDITIONS SITE PLAN" DATED 9-10-21.
PROJECT LOCATION
LEGEND
EXISTING
PROPERTY LINE
EASEMENTS
TREE LINE
CATCH BASIN (CB)
VALVE
CURB STOP (CS)
FIRE HYDRANT (HYD)
WATER SUPPLY WELL
UTILITY POLE
BENCHMARK
OVERHEAD UTILITY
STORM DRAINAGE
PAVED DRIVE OR ROAD
GRAVEL DRIVE OR ROAD
TOPOGRAPHIC CONTOURS
PAVED DRIVE OR ROAD
WITH CURB
WATER MAINS
AND SERVICES
LIQUID PROPANE
OR NATURAL GAS
UNDERGROUND UTILITY
MTC OR TRANSFORMER
OUTLET OR
END SECTION
S
124
FM
W
G
OH
UG
D
TELEPHONE OR TELEVISION PEDESTAL
(TEL-PED/TV-PED)
ADJOINING PROPERTY LINE
SIGN
GAS OR ELECTRICAL METER
SEWER FORCEMAIN
SEWER MAINS
AND SERVICES
SEWER, DRAINAGE OR TELEPHONE MANHOLE
(SMH/DMH/TMH)
CLEANOUT (CO)
PLAN INFORMATION:
EXISTING
760 SHELBURNE ROAD
LOT SIZE: 17,553 SF / 0.4 AC
BUILDING COVERAGE: 4,229 SF / 0.1 AC OR 24.1%
TOTAL LOT COVERAGE: 14,901 SF / 0.34 AC OR 84.9%
FRONT YARD:
SHELBURNE RD: 1,113 SF / 0.03 AC OR 90.3%
SWIFT ST: ,127 SF/ 0.03 AC OR 88.0%
764 SHELBURNE ROAD
LOT SIZE: 26,572 SF / 0.61 AC
BUILDING COVERAGE: 2,812 SF / 0.06 AC OR 10.6%
TOTAL LOT COVERAGE: 19,914 SF / 0.46 AC OR 74.9%
FRONT YARD (SHELBURNE): 431 SF / 0.01 AC OR 43.3%
31 SWIFT STREET
LOT SIZE: 16,575 SF / 0.38 AC
BUILDING COVERAGE: 6,157 SF / 0.14 AC OR
TOTAL LOT COVERAGE: 14,118 SF / 0.32 AC OR 85.2%
FRONT YARD (SWIFT): 948 SF / 0.02 AC OR 77.3%
SSSSSSSS
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UPUPUPUPUP
UP
UP
RIM = 207.51
D
D
D
D
D
D
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
21
3
214
2
1
6
21
7
213
21
4
21
221
1
21
5
21
6
214
2
1
2
213
2
1
1
21
6
21
7
21
3
21
5
2
1
2
2
1
0
21
421
3
21
1
21
2
21
0
21
0
21
2
21
1
21
3
21
5
2
1
7
2
1
6
21
4
20
8 20
9
21
8 21
9
21
0
21
1
21
321
2
21
6
21
4
21
821
7
21
0
20
9
209
21
0
21
1
21
2
20
8
N/F
GARY BOURNE
N/F
TKHS LLC
N/F
LEE THERESA M LIVING
TRUST, C/O DUFF AND PHELPS
N/F
GARY J. BOURNE
N/F
HANDY MOUNTAHA TRUST
1-STORY
BUILDING
2300 SQ. FT.
1-STORY
BUILDING
2812 SQ. FT.
1-STORY
BUILDING
6157 SQ. FT.
1-STORY
BUILDING
1-STORY
BUILDING
RAMP
PAVED DRIVE
PAVED DRIVE
PAVED DRIVE
SH
E
L
B
U
R
N
E
R
O
A
D
(
U
.
S
.
R
O
U
T
E
7
)
SWIFT STREET
SHED
D D D D D D D D D D D
D
D D
D D D
D D
D
D
WASTE OIL TANK
TRANSFORMER ON
CONCRETE PAD
D
D
D
D
D
11
6
'
±
13
7
'
±
122'±
14
0
'
±
118'±79'±
7'±45'±
12
5
'
±
56'±
76'±
99
'
±
239'±
1-STORY
BUILDING
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
GAS
METER
SC
E
SCE
SCE
ALL OVERHEAD
UTILITIES TO BE
REMOVED
ALL EXISTING
UNDERGROUND
UTILITIES TO BE
REMOVED
G
G
G
G
G
G
G
G
G G G G
G
G
G
G
G
G
G
G
UP
UP
UP
UP
UP
UP
UP
UG
UG
UG
UG
UPUPUPUP
UP
UP
UPUP
W
W
W
W
W W W W W W
N/F
764 SHELBURNE RD. LLC,
C/O GARY BOURNE
CONCRETE PAD WITH
TANK ACCESS WELLS
ALL EXISTING TREES
AND VEGETATION
TO BE REMOVED
B
B
B
B
SSSSSSSS
ASSUMED LOCATION OF
SMH IN INTERSECTION
OF SHELBURNE ROAD
AND SWIFT STREET
RIM = 215.5
CLAY 8" iIN (N) = 206.7
CLAY 10" iIN (E) =207.0
CLAY 10" iOUT(W) = 206.9
LIGHT TO REMAIN
AND BE PROTECTED
LIGHT TO REMAIN
AND BE PROTECTED
LIGHT TO BE REMOVED
GRAVEL DRIVE
GRAVEL
DRIVE
RIM = 209.0
18" RCP iIN(E) = 202.2
18" RCP iIN(S) =201.3
18" RCP IOUT(W) = 200.6
APPROX. LOCATION PER
DIGSAFE MARKINGS EX. 8" DI
WATER MAIN (TO BE VERIFIED)
APPROX. LOCATION
EX. 6" AC WATER MAIN
(TO BE VERIFIED)
CROSSWALK SIGNAL
POLE
LEGAL LOAD
LIMIT SIGNUTILITY
COVER
SILT FENCE TO
TERMINATE AT EDGE
OF CONSTRUCTION
ENTRANCES
SOIL STOCKPILE (TYP.)
LOCATION SHOWN FOR ILLUSTRATIVE
PURPOSES AND SUBJECT TO CHANGE
DURING CONSTRUCTION
EXISTING BUILDING,
CURBING, & ASSOCIATED
STRUCTURE TO BE REMOVED
EXISTING
BUILDING,
CURBING, &
ASSOCIATED
STRUCTURE TO BE
REMOVED
EXISTING BUILDING,
CURBING, & ASSOCIATED
STRUCTURE TO BE REMOVED
SILT FENCE TO BE INSTALLED
AROUND PERIMETER OF
PROJECT SITE
CONCRETE FOOTING
FOR ROUTE 7
OVERHEAD LANE
ASSIGNMENT SIGN
RIM = 207.9
SUMP = 203.1
18" RCP iOUT +/- 202.7
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
GAS STATION SIGN
ROAD WORK SIGN
RIM = 207.5
CLOGGED
RIM = 213.1
12" CMP iOUT(W) = 208.6
TO BE REMOVED
SILT FENCE TO BE INSTALLED PRIOR
TO PAVEMENT DEMOLITION
PROVIDE INLET
PROTECTION AROUND
ON SITE CATCH BASINS
(TYP.)
PROVIDE DIVERSION RIDGE
UPSLOPE OF CONSTRUCTION
ENTRANCE WHERE SITE IS
UPSLOPE OF CONNECTING
ROADWAY (SEE DETAIL)
PROVIDE DIVERSION RIDGE
UPSLOPE OF CONSTRUCTION
ENTRANCE WHERE SITE IS
UPSLOPE OF CONNECTING
ROADWAY (SEE DETAIL)
TO BE REPLACED
TO BE REMOVED
CHAINLINK CONSTRUCTION
FENCE TO BE INSTALLED
AROUND PERIMETER OF SITE AT
PROPERTY LINE PRIOR TO
COMMENCEMENT OF
DEMOLITION STABILIZED CONSTRUCTION ENTRANCE
24' WIDE X 30' LONG MINIMUM
CONSTRUCTION ENTRANCE (TYP.)
RIM = 210.8
15" RCP iIN(N) = 204.1
12" RCP iIN(E) =204.3
18" RCP iOUT(W) = 203.9
TO BE REMOVED
TO BE REMOVED
GRANITE CURB
TO BE REMOVED, STOCKPILED,
AND EVALUATED FOR REUSE
AS APPROPRIATE
ASPHALT CUT, TYP.
LIGHT 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
No. 8917
CIVILP
R
O
F
E
SSIONAL E N G I NEER
LICEN S E D
JENNI F E R ANN DESA
U
T
E
L
S
ST A T E O F VER
M
O
N
T
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
0
Feet
Graphic Scale
20 40 60
15°±
VT
G
r
i
d
M
a
g
n
e
t
i
c
PARCEL ID: 1540-00760 SPAN: 600-188-10694
Demolition & EPSC
Plan
C1-02
03/01/2024
1" = 20'
22-523
CML
CMJ
JAD
Shelburne & Swift
760 & 764 Shelburne Rd. &
31 Swift St.
South Burlington, VT
1 04/15/2023 CMLStaff Comments
REMOVAL NOTES:
1.CONTRACTOR SHALL CONTACT DIG-SAFE (811) AT LEAST 48 HOURS PRIOR TO ANY
EXCAVATION.
2.CONTRACTOR SHALL COORDINATE WITH THE OWNER/OWNER'S REPRESENTATIVE ON
ALL MATERIALS TO BE REMOVED AND RECYCLED/DISPOSED OF OFF SITE. ALL HANDLING
OF MATERIALS TO BE REMOVED, RECYCLED, OR DISPOSED OF MUST BE DONE SO IN A
SAFE, LEGAL MANNER, IN ACCORDANCE WITH ALL LOCAL, COUNTY, STATE, FEDERAL,
AND ANY OTHER APPLICABLE REGULATIONS.
2.DEMOLITION SHALL OCCUR AFTER IMPLEMENTATION OF EROSION CONTROL MEASURES
IN ACCORDANCE WITH APPLICABLE STATE PERMITS AND EROSION CONTROL PLANS.
3.ALL ITEMS REQUIRING REMOVAL SHALL BE REMOVED TO FULL DEPTH AND INCLUDE BASE
MATERIAL AND FOOTINGS OR FOUNDATIONS AS APPLICABLE UNLESS OTHERWISE
NOTED.
4.IF DISCREPANCIES EXIST BETWEEN THE PLANS AND SITE CONDITIONS, CONTRACTOR
SHALL NOTIFY THE ENGINEER AND/OR OWNERS REPRESENTATIVE FOR CLARIFICATION.
5.IN SOME CASES ABANDONED UTILITIES CAN REMAIN AT THE ENGINEER OR OWNER'S
DISCRETION.
6.EXISTING ITEMS INDICATED TO BE SALVAGED OR STOCKPILED SHALL BE CAREFULLY
REMOVED AND STORED AS DIRECTED BY THE OWNER/OWNER'S REPRESENTATIVE.
7.TREE, SHRUB, AND VEGETATION REMOVAL SHALL INCLUDE THE FILLING, CUTTING,
GRUBBING OUT OF THE ENTIRE ROOT SYSTEM AND SATISFACTORY OFF SITE DISPOSAL OF
ALL TREE, SHRUBS, STUMPS, VEGETATION, AND EXTRANEOUS DEBRIS PRODUCED
THROUGH THE REMOVAL OPERATIONS. FELL TREES IN SUCH A WAY AS TO NOT DAMAGE
ADJACENT BUILDINGS OR OTHER TREES TO BE SAVED.
8.CONTRACTOR SHALL STRIP AND STOCKPILE EXISTING TOPSOIL TO FULL DEPTH WITHIN
LIMIT OF GRADING BEFORE COMMENCING EXCAVATION AND GRADING OPERATIONS.
TOPSOIL SHALL NOT BE REMOVED FROM THE SITE, UNLESS APPROVED BY THE
OWNER/OWNER'S REPRESENTATIVE.
9.CONTRACTOR TO LOCATE AND ABANDON ALL EXISTING WATER SERVICES AT THE
CORPORATIONS. CLOSE THE CORPORATIONS, DISCONNECT THE SERVICE LINES, AND
WRAP THE SERVICE TAPS IN V-BIO POLYURETHANE.
GAS STATION REMOVAL NOTES
1.ALL DEMOLITION AND REMOVAL OF EXISTING FEATURES ASSOCIATED WITH THE PRIOR
GAS STATION USE SHALL ADHERE TO VT ENVIRONMENTAL REGULATIONS. THE
CONTRACTOR SHALL COORDINATE WITH THE OWNER AND ENGINEER REGARDING
REQUIRED ENVIRONMENTAL APPROVALS PRIOR TO DEMOLITION.
SITE PROTECTION NOTES:
1.CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE LIMIT OF
WORK DUE TO THEIR CONTRACTOR OPERATIONS.
2.CONTRACTOR SHALL PROTECT AND SUSTAIN IN NORMAL SERVICE ALL EXISTING UTILITIES,
STRUCTURES, EQUIPMENT, ROADWAYS, AND DRIVES UNLESS OTHERWISE NOTED.
3.AT ALL LOCATIONS WHERE EXISTING PAVEMENT ABUTS NEW CONSTRUCTION, THE EDGE
OF THE EXISTING PAVEMENT SHALL BE SAW CUT TO A CLEAN SMOOTH AND SHARP EDGE
AND PROTECTED UNTIL ABUTTING MATERIALS ARE INSTALLED.
4.CONTRACTOR SHALL MAINTAIN NECESSARY TRAFFIC CONTROL DEVICES, DRUMS,
DELINEATORS, SIGNS, FENCES, AND BARRICADES IN ACCORDANCE WITH THE LATEST
EDITION OF THE NATIONAL MUTCD WITH VT SUPPLEMENT TO PROPERLY PROTECT WORK,
EQUIPMENT, PERSONS, AND PROPERTY FROM DAMAGE.
SITE PREPARATION NOTES:
1.CONTRACTOR SHALL CONTACT DIG-SAFE (811) AT LEAST 48 HOURS PRIOR TO ANY
EARTHWORK OR EXCAVATION.
2.PRIOR TO CONSTRUCTION, CONTRACTOR SHALL ARRANGE PRE-CONSTRUCTION
MEETING WITH THE ENGINEER, LANDSCAPE ARCHITECT, AND/OR OWNER/OWNERS
REPRESENTATIVE TO REVIEW THE PROJECT PLANS AND CONSTRUCTION SCHEDULE.
3.ALL EROSION PROTECTION & SEDIMENT CONTROL MEASURES SHALL BE IN PLACE PRIOR
TO ANY EARTH DISTURBING ACTIVITIES. REFER TO PROJECT PLANS, NOTES AND DETAILS.
4.CONTRACTOR SHALL COORDINATE ALL ADJUSTMENT OR ABANDONMENT OF UTILITIES
WITH THE RESPECTIVE UTILITY COMPANY.
OH
OH
OH
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SBSBSB
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1-STORY
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1-STORY
BUILDING
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SWIFT STREET
1-STORY
BUILDING
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
G
UP
UP
UP
UP
UP
SSSSSSSS
CROSSWALK SIGNAL
POLE
LOT 1:
FINANCIAL
INSTITUTION
±3,350 SF
FFE 212.0
15
7
15
LOT 3: MULTIFAMILY
RESIDENTIAL
27 DU
FFE 217.0
BFE 207.0
GARAGE
ENTRANCE
D
D
LOT 2: MIXED USE
1ST FLOOR: COMMERCIAL
2ND FLOOR: 3 DU
± 3,240 SF
FFE 212.0
1
1,840 SF SITE
AMENITY SPACE
(SNIPPET PARK)
890 SF SITE
AMENITY SPACE
(SNIPPET PARK)
DEDICATED
PARKING FOR
COMMERCIAL USES
ONLY DURING
BUSINESS HOURS
1,830 SF SITE
AMENITY SPACE
(SNIPPET PARK)
RAISED CROSSWALK, TYP.
RAISED CROSSWALK, TYP.
PROPOSED
BIORETENTION
BASIN, TYP.
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
No. 8917
CIVILP
R
O
F
E
SSIONAL E N G I NEER
LICEN S E D
JENNI F E R ANN DESA
U
T
E
L
S
ST A T E O F VER
M
O
N
T
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
PROJECT LOCATION
0
Feet
Graphic Scale
20 40 60
15°±
VT
G
r
i
d
M
a
g
n
e
t
i
c
PARCEL ID: 1540-00760 SPAN: 600-188-10694
Overall Site Plan
C2-00
03/01/2024
1" = 20'
22-523
PJM
CMJ
JAD
Shelburne & Swift
760 & 764 Shelburne Rd. &
31 Swift St.
South Burlington, VT
ZONING DISTRICT INFORMATION:
ZONING DISTRICT:C1 R15
OVERLAY DISTRICT:URBAN DESIGN (UDO)/PRIMARY NODE
TRANSIT DISTRICT
TRAFFIC DISTRICT / ZONE 1
SETBACKS
FRONT YARD:30 FT (COMMERCIAL 1)
FRONT YARD:10 FT (PROPOSED PUD)
SIDE YARD:10 FT
REAR YARD:30 FT - N/A - CORNER LOT
LOT COVERAGE:70% MAX.
BLDG COVERAGE:40% MAX.
LOT SIZE:40,000 SF MIN.
HEIGHT REQ'S:2 STORIES MIN.
PLAN INFORMATION:
EXISTING
760 SHELBURNE ROAD
LOT SIZE: 17,553 SF / 0.4 AC
BUILDING COVERAGE: 4,229 SF / 0.1 AC OR 24.1%
TOTAL LOT COVERAGE: 14,901 SF / 0.34 AC OR 84.9%
FRONT YARD:
SHELBURNE RD: 1,113 SF / 0.03 AC OR 90.3%
SWIFT ST: 1,127 SF/ 0.03 AC OR 88.0%
764 SHELBURNE ROAD
LOT SIZE: 26,572 SF / 0.61 AC OR 37.1%
BUILDING COVERAGE: 2,812 SF / 0.06 AC OR 10.6%
TOTAL LOT COVERAGE: 19,914 SF / 0.46 AC OR 74.9%
FRONT YARD (SHELBURNE): 431 SF / 0.01 AC OR 43.3%
31 SWIFT STREET
LOT SIZE: 16,575 SF / 0.38 AC
BUILDING COVERAGE: 6,157 SF / 0.14 AC OR
TOTAL LOT COVERAGE: 14,118 SF / 0.32 AC OR 85.2%
FRONT YARD (SWIFT): 948 SF / 0.02 AC OR 77.3%
LOT INFORMATION:
TAX MAP NO. 1540-00760
BOURNE GARY J,
V. 188 P 137-8
17,553 SF / 0.42 AC
TAX MAP NO. 0700-00031
BOURNE GARY
V. 326 P 50-2
16,575 SF / 0.40 AC
TAX MAP NO. 1540-00764
764 SHELBURNE RD LLC,
C/O GARY BOURNE
V. 1035 P 233-4
26,572 SF / 0.61 AC
PROPOSED - INDIVIDUAL LOTS
760 SHELBURNE ROAD
LOT SIZE: 8,054 SF / 0.18 AC
BUILDING COVERAGE: 3,350 SF / 0.08 AC OR 41.6%
TOTAL LOT COVERAGE: 5,137 SF / 0.12 AC OR 63.8%
FRONT YARD:
SHELBURNE RD: 346 SF / 0.007 AC OR 37.7%
SWIFT ST: 166 SF / 0.004 AC OR 21.8%
764 SHELBURNE ROAD
LOT SIZE: 6,287 SF / 0.14 AC
BUILDING COVERAGE: 3,240 SF / 0.07 AC OR 51.5%
TOTAL LOT COVERAGE: 5,262 SF / 0.12 AC OR 83.7%
FRONT YARD (SHELBURNE): 324 SF / 0.007 AC OR 36.4%
31 SWIFT STREET
LOT SIZE: 46,359 SF / 1.06 AC
BUILDING COVERAGE: 10,620 SF / 0.24 AC OR 22.9%
TOTAL LOT COVERAGE: 35,107 SF / 0.81 AC OR 75.7%
FRONT YARD:
SHELBURNE RD: 196 SF / 0.004 AC OR 45.6%
SWIFT ST: 1,151 SF / 0.03 AC OR 66.3%
PARKING:38 SURFACE SPACES
27 GARAGE SPACES
TOTAL:65 SPACES
PROPOSED - OVERALL PUD
760 SHELBURNE ROAD
PUD AREA: 60,700 SF / 1.39 AC
BUILDING COVERAGE: ±17,210 SF / 0.40 AC OR 28.4%
OVERALL COVERAGE: ±45,506 SF / 1.04 AC OR 74.9%
FRONT YARD:
SHELBURNE RD: ±866 SF / 0.02 AC OR 39.0%
SWIFT ST: ±1,317 SF / 0.03 AC OR 52.7%
SNOW STORAGE NOTE:
SNOW WILL BE STORED ONSITE IN LANDSCAPE BEDS AND GREEN
SPACES WHERE FEASIBLE. SNOW THAT CANNOT BE STORED ONSITE
WILL BE REMOVED FROM THE SITE.
LOT 1:
LOT 2:
LOT 3:
OH
OH
OH
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
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SB
SB
SB
SB
SB
SB SB SB SB SB SB SB SB SB SB SB
SBSBSB
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1-STORY
BUILDING
1-STORY
BUILDING
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SWIFT STREET
1-STORY
BUILDING
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
G
UP
UP
UP
UP
UP
SSSSSSSS
CROSSWALK SIGNAL
POLE
LOT 1:
FINANCIAL
INSTITUTION
±3,350 SF
FFE 212.0
15
7
15
LOT 3: MULTIFAMILY
RESIDENTIAL
27 DU
FFE 217.0
BFE 207.0
GARAGE
ENTRANCE
D
D
LOT 2: MIXED USE
1ST FLOOR: COMMERCIAL
2ND FLOOR: 3 DU
± 3,240 SF
FFE 212.0
1
1,840 SF SITE
AMENITY SPACE
(SNIPPET PARK)
890 SF SITE
AMENITY SPACE
(SNIPPET PARK)
DEDICATED
PARKING FOR
COMMERCIAL USES
ONLY DURING
BUSINESS HOURS
1,830 SF SITE
AMENITY SPACE
(SNIPPET PARK)
RAISED CROSSWALK, TYP.
RAISED CROSSWALK, TYP.
PROPOSED
BIORETENTION
BASIN, TYP.
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
No. 8917
CIVILP
R
O
F
E
SSIONAL E N G I NEER
LICEN S E D
JENNI F E R ANN DESA
U
T
E
L
S
ST A T E O F VER
M
O
N
T
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
PROJECT LOCATION
0
Feet
Graphic Scale
20 40 60
15°±
VT
G
r
i
d
M
a
g
n
e
t
i
c
PARCEL ID: 1540-00760 SPAN: 600-188-10694
Overall Site Plan
C2-00
03/01/2024
1" = 20'
22-523
PJM
CMJ
JAD
Shelburne & Swift
760 & 764 Shelburne Rd. &
31 Swift St.
South Burlington, VT
ZONING DISTRICT INFORMATION:
ZONING DISTRICT:C1 R15
OVERLAY DISTRICT:URBAN DESIGN (UDO)/PRIMARY NODE
TRANSIT DISTRICT
TRAFFIC DISTRICT / ZONE 1
SETBACKS
FRONT YARD:30 FT (COMMERCIAL 1)
FRONT YARD:10 FT (PROPOSED PUD)
SIDE YARD:10 FT
REAR YARD:30 FT - N/A - CORNER LOT
LOT COVERAGE:70% MAX.
BLDG COVERAGE:40% MAX.
LOT SIZE:40,000 SF MIN.
HEIGHT REQ'S:2 STORIES MIN.
PLAN INFORMATION:
EXISTING
760 SHELBURNE ROAD
LOT SIZE: 17,553 SF / 0.4 AC
BUILDING COVERAGE: 4,229 SF / 0.1 AC OR 24.1%
TOTAL LOT COVERAGE: 14,901 SF / 0.34 AC OR 84.9%
FRONT YARD:
SHELBURNE RD: 1,113 SF / 0.03 AC OR 90.3%
SWIFT ST: 1,127 SF/ 0.03 AC OR 88.0%
764 SHELBURNE ROAD
LOT SIZE: 26,572 SF / 0.61 AC OR 37.1%
BUILDING COVERAGE: 2,812 SF / 0.06 AC OR 10.6%
TOTAL LOT COVERAGE: 19,914 SF / 0.46 AC OR 74.9%
FRONT YARD (SHELBURNE): 431 SF / 0.01 AC OR 43.3%
31 SWIFT STREET
LOT SIZE: 16,575 SF / 0.38 AC
BUILDING COVERAGE: 6,157 SF / 0.14 AC OR
TOTAL LOT COVERAGE: 14,118 SF / 0.32 AC OR 85.2%
FRONT YARD (SWIFT): 948 SF / 0.02 AC OR 77.3%
LOT INFORMATION:
TAX MAP NO. 1540-00760
BOURNE GARY J,
V. 188 P 137-8
17,553 SF / 0.42 AC
TAX MAP NO. 0700-00031
BOURNE GARY
V. 326 P 50-2
16,575 SF / 0.40 AC
TAX MAP NO. 1540-00764
764 SHELBURNE RD LLC,
C/O GARY BOURNE
V. 1035 P 233-4
26,572 SF / 0.61 AC
PROPOSED - INDIVIDUAL LOTS
760 SHELBURNE ROAD
LOT SIZE: 8,054 SF / 0.18 AC
BUILDING COVERAGE: 3,350 SF / 0.08 AC OR 41.6%
TOTAL LOT COVERAGE: 5,137 SF / 0.12 AC OR 63.8%
FRONT YARD:
SHELBURNE RD: 346 SF / 0.007 AC OR 37.7%
SWIFT ST: 166 SF / 0.004 AC OR 21.8%
764 SHELBURNE ROAD
LOT SIZE: 6,287 SF / 0.14 AC
BUILDING COVERAGE: 3,240 SF / 0.07 AC OR 51.5%
TOTAL LOT COVERAGE: 5,262 SF / 0.12 AC OR 83.7%
FRONT YARD (SHELBURNE): 324 SF / 0.007 AC OR 36.4%
31 SWIFT STREET
LOT SIZE: 46,359 SF / 1.06 AC
BUILDING COVERAGE: 10,620 SF / 0.24 AC OR 22.9%
TOTAL LOT COVERAGE: 35,107 SF / 0.81 AC OR 75.7%
FRONT YARD:
SHELBURNE RD: 196 SF / 0.004 AC OR 45.6%
SWIFT ST: 1,151 SF / 0.03 AC OR 66.3%
PARKING:38 SURFACE SPACES
27 GARAGE SPACES
TOTAL:65 SPACES
PROPOSED - OVERALL PUD
760 SHELBURNE ROAD
PUD AREA: 60,700 SF / 1.39 AC
BUILDING COVERAGE: ±17,210 SF / 0.40 AC OR 28.4%
OVERALL COVERAGE: ±45,506 SF / 1.04 AC OR 74.9%
FRONT YARD:
SHELBURNE RD: ±866 SF / 0.02 AC OR 39.0%
SWIFT ST: ±1,317 SF / 0.03 AC OR 52.7%
SNOW STORAGE NOTE:
SNOW WILL BE STORED ONSITE IN LANDSCAPE BEDS AND GREEN
SPACES WHERE FEASIBLE. SNOW THAT CANNOT BE STORED ONSITE
WILL BE REMOVED FROM THE SITE.
LOT 1:
LOT 2:
LOT 3:
OH
OH
OH
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB SB SB SB SB SB SB SB SB SB SB
SBSBSB
SB
SB
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SB
SB
SB
SB
SB
SB
SB
1
0
'
1-STORY
BUILDING
1-STORY
BUILDING
SH
E
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U
R
N
E
R
O
A
D
(
U
.
S
.
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O
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7
)
SWIFT STREET
1-STORY
BUILDING
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
G
UP
UP
UP
UP
UP
SSSSSSSS
CROSSWALK SIGNAL
POLE
LOT 1:
FINANCIAL
INSTITUTION
±3,350 SF
FFE 212.0
15
7
15
LOT 3: MULTIFAMILY
RESIDENTIAL
27 DU
FFE 217.0
BFE 207.0
GARAGE
ENTRANCE
D
D
LOT 2: MIXED USE
1ST FLOOR: COMMERCIAL
2ND FLOOR: 3 DU
± 3,240 SF
FFE 212.0
1
1,840 SF SITE
AMENITY SPACE
(SNIPPET PARK)
890 SF SITE
AMENITY SPACE
(SNIPPET PARK)
DEDICATED
PARKING FOR
COMMERCIAL USES
ONLY DURING
BUSINESS HOURS
1,830 SF SITE
AMENITY SPACE
(SNIPPET PARK)
RAISED CROSSWALK, TYP.
RAISED CROSSWALK, TYP.
PROPOSED
BIORETENTION
BASIN, TYP.
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
No. 8917
CIVILP
R
O
F
E
SSIONAL E N G I NEER
LICEN S E D
JENNI F E R ANN DESA
U
T
E
L
S
ST A T E O F VER
M
O
N
T
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
PROJECT LOCATION
0
Feet
Graphic Scale
20 40 60
15°±
VT
G
r
i
d
M
a
g
n
e
t
i
c
PARCEL ID: 1540-00760 SPAN: 600-188-10694
Overall Site Plan
C2-00
03/01/2024
1" = 20'
22-523
PJM
CMJ
JAD
Shelburne & Swift
760 & 764 Shelburne Rd. &
31 Swift St.
South Burlington, VT
ZONING DISTRICT INFORMATION:
ZONING DISTRICT:C1 R15
OVERLAY DISTRICT:URBAN DESIGN (UDO)/PRIMARY NODE
TRANSIT DISTRICT
TRAFFIC DISTRICT / ZONE 1
SETBACKS
FRONT YARD:30 FT (COMMERCIAL 1)
FRONT YARD:10 FT (PROPOSED PUD)
SIDE YARD:10 FT
REAR YARD:30 FT - N/A - CORNER LOT
LOT COVERAGE:70% MAX.
BLDG COVERAGE:40% MAX.
LOT SIZE:40,000 SF MIN.
HEIGHT REQ'S:2 STORIES MIN.
PLAN INFORMATION:
EXISTING
760 SHELBURNE ROAD
LOT SIZE: 17,553 SF / 0.4 AC
BUILDING COVERAGE: 4,229 SF / 0.1 AC OR 24.1%
TOTAL LOT COVERAGE: 14,901 SF / 0.34 AC OR 84.9%
FRONT YARD:
SHELBURNE RD: 1,113 SF / 0.03 AC OR 90.3%
SWIFT ST: 1,127 SF/ 0.03 AC OR 88.0%
764 SHELBURNE ROAD
LOT SIZE: 26,572 SF / 0.61 AC OR 37.1%
BUILDING COVERAGE: 2,812 SF / 0.06 AC OR 10.6%
TOTAL LOT COVERAGE: 19,914 SF / 0.46 AC OR 74.9%
FRONT YARD (SHELBURNE): 431 SF / 0.01 AC OR 43.3%
31 SWIFT STREET
LOT SIZE: 16,575 SF / 0.38 AC
BUILDING COVERAGE: 6,157 SF / 0.14 AC OR
TOTAL LOT COVERAGE: 14,118 SF / 0.32 AC OR 85.2%
FRONT YARD (SWIFT): 948 SF / 0.02 AC OR 77.3%
LOT INFORMATION:
TAX MAP NO. 1540-00760
BOURNE GARY J,
V. 188 P 137-8
17,553 SF / 0.42 AC
TAX MAP NO. 0700-00031
BOURNE GARY
V. 326 P 50-2
16,575 SF / 0.40 AC
TAX MAP NO. 1540-00764
764 SHELBURNE RD LLC,
C/O GARY BOURNE
V. 1035 P 233-4
26,572 SF / 0.61 AC
PROPOSED - INDIVIDUAL LOTS
760 SHELBURNE ROAD
LOT SIZE: 8,054 SF / 0.18 AC
BUILDING COVERAGE: 3,350 SF / 0.08 AC OR 41.6%
TOTAL LOT COVERAGE: 5,137 SF / 0.12 AC OR 63.8%
FRONT YARD:
SHELBURNE RD: 346 SF / 0.007 AC OR 37.7%
SWIFT ST: 166 SF / 0.004 AC OR 21.8%
764 SHELBURNE ROAD
LOT SIZE: 6,287 SF / 0.14 AC
BUILDING COVERAGE: 3,240 SF / 0.07 AC OR 51.5%
TOTAL LOT COVERAGE: 5,262 SF / 0.12 AC OR 83.7%
FRONT YARD (SHELBURNE): 324 SF / 0.007 AC OR 36.4%
31 SWIFT STREET
LOT SIZE: 46,359 SF / 1.06 AC
BUILDING COVERAGE: 10,620 SF / 0.24 AC OR 22.9%
TOTAL LOT COVERAGE: 35,107 SF / 0.81 AC OR 75.7%
FRONT YARD:
SHELBURNE RD: 196 SF / 0.004 AC OR 45.6%
SWIFT ST: 1,151 SF / 0.03 AC OR 66.3%
PARKING:38 SURFACE SPACES
27 GARAGE SPACES
TOTAL:65 SPACES
PROPOSED - OVERALL PUD
760 SHELBURNE ROAD
PUD AREA: 60,700 SF / 1.39 AC
BUILDING COVERAGE: ±17,210 SF / 0.40 AC OR 28.4%
OVERALL COVERAGE: ±45,506 SF / 1.04 AC OR 74.9%
FRONT YARD:
SHELBURNE RD: ±866 SF / 0.02 AC OR 39.0%
SWIFT ST: ±1,317 SF / 0.03 AC OR 52.7%
SNOW STORAGE NOTE:
SNOW WILL BE STORED ONSITE IN LANDSCAPE BEDS AND GREEN
SPACES WHERE FEASIBLE. SNOW THAT CANNOT BE STORED ONSITE
WILL BE REMOVED FROM THE SITE.
LOT 1:
LOT 2:
LOT 3:
D
D
D
D
D
D
OH
OH
OH
21
3
214
2
1
6
21
7
213
21
4
21
221
1
21
5
21
6
214
21
2
213
2
1
1
216
21
7
21
3
21
5
2
1
2
2
1
0
21
421
3
21
1
21
2
21
0
21
0
21
2
21
1
21
3
21
5
2
1
7
2
1
6
21
4
20
8 20
9
21
8 21
9
21
0
21
1
21
321
2
21
6
21
4
21
821
7
21
0
20
9
209
21
0
21
1
21
2
20
8
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB SB SB SB SB SB SB SB SB SB SB
SB
SB
SB
SBSB
SB
SB
SB
SB
SB
SB
SB
SB
1
0
'
1-STORY
BUILDING
1-STORY
BUILDING
SH
E
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O
A
D
(
U
.
S
.
R
O
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7
)
SWIFT STREET
D
D D D D D
D D D
DD
D
D
D
D
1-STORY
BUILDING
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
G
UP
UP
UP
UP
UP
UG
UG
UG
UG
SSSSSSSS
CROSSWALK SIGNAL
POLE
UTILITY
COVER
CONCRETE FOOTING
FOR ROUTE 7
OVERHEAD LANE
ASSIGNMENT SIGN
SO
L
.
#
3
-
7
5
"
BUILT-IN TPCONTROLS
D
D
D
D
D
D
D
D
LOT 1:
FINANCIAL
INSTITUTION
±3,350 SF
FFE 212.0
LOT 3: MULTIFAMILY
RESIDENTIAL
27 DU
FFE 217.0
BFE 207.0
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
RD
D
D
D
LOT 2: MIXED USE
1ST FLOOR: COMMERCIAL
2ND FLOOR: 3 DU
± 3,240 SF
FFE 212.0
D D D
D
D
D
DD
D
D
D
2
1
0
2
0
9
2
1
1
21
1
21
0
20
9
20
8
2
1
6
2
1
5
2
1
1
2
1
2
209
210
211
2
1
1
2
1
0
2
1
2
2
1
3
215
216
21
5
21
6
216.5
21
7
21
5
21
6
2
1
4
21
8
21
8
21
7
215
20
9
20
6
205.5
212
2
1
3
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
S
S
S
S
S
FD
FD
D
D
D
21
6
2
1
0
2
1
1
20
9
UP UP
UP
UP
2
1
4
21
5
210 211
212
2
1
3
21
2
2
1
5
21
3
21
4
21
2
21
5
212
212
D
D
D
2
1
4
W
S
UD
UD
UD
UD
UD
UD
2
1
4
POTENTIAL FUTURE
10' x 6' GENERATOR
LOCATION
10' x 12' TRANSFORMER
w/SCREEN FENCE IF REQ'D
BY GMP
(8) BIKE SPACES
ENCLOSED DUMPSTERPROPOSED 12' WIDE
CROSS LOT
CONNECTION
DROP OFF AREA
w/VEHICULAR PAVERS
MODULAR BLOCK RETAINING
WALL w/42" HIGH GUARDRAIL
STORMWATER TREATMENT
STRUCTURE (TYP.)
CONCRETE STAIRS
w/STAINLESS STEEL
HANDRAILS (TYP.)
MODULAR BLOCK
WALL (TYP.)
FLUSH CURB
(TYP.)
WOODEN CURVED
BACKLESS BENCH
(TYP.)
STAMPED CONCRETE
PAVEMENT
2' BRICK
PAVING
CONCRETE STAIRS
w/STAINLESS STEEL
HANDRAILS BOTH
SIDES (TYP.)
FLUSH CURB
(TYP.)
ADA SPACE
w/VEHICULAR
PAVERS
DETECTABLE
WARNING
MODULAR BLOCK
RETAINING WALL
(TYP.)
4' WOOD PRIVACY FENCE
RAISED PLANTER w/MODULAR BLOCK WALL
STAMPED CONCRETE PAVEMENT
WOODEN CURVED
BACKLESS BENCH
(TYP.)
STORMWATER TREATMENT
AREA (TYP.)
STAMPED CONCRETE
PAVEMENT
WOODEN CURVED
BACKLESS BENCH
(TYP.)
CONCRETE STAIRS
w/STAINLESS STEEL
HANDRAILS (TYP.)
MODULAR BLOCK
RETAINING WALL
(TYP.)
MODULAR BLOCK RETAINING
WALL w/42" HIGH GUARDRAIL
(2) BIKE SPACES
CONCRETE
SIDEWALK
MODULAR BLOCK
FREESTANDING WALL (TYP.)
WOODEN CURVED BACKLESS
WALL CAP BENCH
EXISTING SHELBRUNE
RD LIGHT FIXTURE TO
REMAIN, TYP.
PAVED BIKE PATH
SCULPTURE (TYP.)
APPROX. LOCATION
FOR REFERENCE ONLY
SIGN
(2) BIKE
SPACES
CONCRETE ADA
SPACE AND
ACCESS AISLE
LEGAL LOAD LIMIT SIGN
TO MATCH REMOVED SIGN
FLUSH CURB
(TYP.)
8' SIDEWALK
SNOW STORAGE AREA
2
0
9
21
3
214
2
1
6
21
7
SB SB SB SB SB SB SB SB
SB
SB
SB
SB
SB
D
D
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
D
D
D
D
21
1
21
0
20
9
20
8
21
8
21
7
21
5
20
9
20
6
205.5
W
W
W
W
FD
FD
212
21
2
212
212
UD
UD
UD
UD
UD
UD
POTENTIAL FUTURE
10' x 6' GENERATOR
LOCATION
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
No. 8917
CIVILP
R
O
F
E
SSIONAL E N G I NEER
LICEN S E D
JENNI F E R ANN DESA
U
T
E
L
S
ST A T E O F VER
M
O
N
T
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
15°±
VT
G
r
i
d
M
a
g
n
e
t
i
c
PARCEL ID: 1540-00760 SPAN: 600-188-10694
Layout & Materials
C2-01
03/01/2024
1" = 20'
22-523
PJM
CMJ
JAD
Shelburne & Swift
760 & 764 Shelburne Rd. &
31 Swift St.
South Burlington, VT
GARAGE LEVEL ENTRANCE
SCALE: 1" = 20'
SEE ARCHITECTURAL
PLANS FOR
UNDERGROUND
PARKING LAYOUT
LAYOUT AND MATERIALS NOTES
1.THE DIMENSIONS SHOWN ON THE DRAWINGS SHOW DESIGN INTENT AND MUST
BE FIELD VERIFIED PRIOR TO PREPARATION OF SHOP DRAWINGS.
2.ALL LINES ARE PARALLEL, PERPENDICULAR, OR 45 DEGREES TO THE LINES FROM
WHICH THEY ARE MEASURED UNLESS OTHERWISE NOTED.
3.THE DIMENSIONS OF PAVEMENT AS SHOWN ON THE DRAWINGS ARE TO THE
CENTER LINE OF EACH TYPE OF JOINT EXCEPT WHERE PAVEMENT MEETS A
VERTICAL FACE; AT THIS LOCATION DIMENSIONS ARE TO THE VERTICAL FACE.
4.DIMENSIONS TO SITE OR BUILDING WALLS ARE TO THE OUTSIDE (OR EXPOSED)
FACE OF WALL UNLESS OTHERWISE NOTED.
5.EXPANSION JOINT FILLER AND SEALANT SHALL BE PLACED WHERE CONCRETE
PAVEMENT MEETS CURBING, WALLS OR OTHER VERTICAL ELEMENTS, INCLUDING
LIGHT BASES, HYDRANTS, BUILDINGS AND BUILDING COLUMNS, WALLS, STAIRS
AND AT OTHER CONDITIONS AS SHOWN ON THE DRAWINGS. CONTRACTOR
SHALL REQUEST THE PRESENCE OF THE LANDSCAPE ARCHITECT TO REVIEW THE
LAYOUT OF EXPANSION JOINTS PRIOR TO PLACING FINISHED WORK.
6.EXPANSION JOINTS SHALL BE LOCATED 25' - 30' O/C, MAX.
7.WHERE NEW PAVING OR EARTHWORK MEETS EXISTING PAVING OR EARTHWORK,
SMOOTHLY BLEND LINE OF EXISTING WITH NEW.
8.RESTORE EXISTING CONDITIONS AS NECESSARY IN ALL AREAS DISTURBED BY
THE CONSTRUCTION OF THIS PROJECT, INCLUDING, BUT NOT LIMITED TO,
RESETTING SITE IMPROVEMENTS, REPAVING AND SEEDING.
0
Feet
Graphic Scale
20 40 60
1 04/15/2024 LETStaff Comments
D
D
D
D
D
D
OH
OH
OH
21
3
214
2
1
6
21
7
21
3
21
4
21221
1
21
5
21
6
214
2
1
2
213
2
1
1
21
6
21
7
21
3
21
5
2
1
2
21
0
21
421
3
21
1
21
2
21
0
21
0
21
2
21
1
21
3
21
5 2
1
7
2
1
6
21
4
20
8 20
9
2
1
8
21
9
21
0
21
1
21
321
2
21
6
21
4
21
821
7
21
0
20
9
209
21
0
21
1
21
2
20
8
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB SB SB SB SB SB SB SB SB SB SB
SBSB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
1
0
'
1-STORY
BUILDING
1-STORY
BUILDING
SH
E
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(
U
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SWIFT STREET
D
D D D D
D D
D D
DD
D
D
D
D
1-STORY
BUILDING
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
G
UP
UP
UP
UP
UP
UG
UG
UG
UG
SSSSSSSS
APPROX. LOCATION PER
DIGSAFE MARKINGS EX. 8" DI
WATER MAIN (TO BE VERIFIED)
APPROX. LOCATION
EX. 6" AC WATER MAIN
(TO BE VERIFIED)
CROSSWALK SIGNAL
POLE
UTILITY
COVER
CONCRETE FOOTING
FOR ROUTE 7
OVERHEAD LANE
ASSIGNMENT SIGN
RIM = 207.9
SUMP = 203.1
18" RCP iOUT +/- 202.7
RIM = 210.8
15" RCP iIN(N) = 204.1
12" RCP iIN(E) =204.3
18" RCP iOUT(W) = 203.9
SO
L
.
#
3
-
7
5
"
BUILT-IN TP
CONTROLS
D
D
D
D
D
D
D
D
LOT 1:
FINANCIAL
INSTITUTION
±3,350 SF
FFE 212.0
LOT 3: MULTIFAMILY
RESIDENTIAL
27 DU
FFE 217.0
BFE 207.0
FD
FD
FD
FD
FD
FD
FD
FD FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
RD
D
D D
LOT 2: MIXED USE
1ST FLOOR: COMMERCIAL
2ND FLOOR: 3 DU
± 3,240 SF
FFE 212.0
D D D
D
D
D
D
DD
D
D
212.0+
216.
5
+
TC213.6
BC213.0
+217.0
TW218.0
BW216.8
TS216.8
TC213.1
BC212.5
TS213.85
BS213.35
BS216.0
TW217.0 LEVEL
TW217.0 LEVEL
TW217.75 LEVEL
BW213.25
TW217.75
LEVEL
214.5
TC211.6
BC211.1
TW217.75 LEVEL
215.5
215.25
212.5
211.65
211.5
TW214.5
TW214.5
TW214.0
TW213.0
TC212.0
BC211.0
212.0+
2
1
0
2
0
9
2
1
1
21
1
21
0
20
9
20
8
2
1
6
2
1
5
2
1
1
2
1
2
209
210
211
2
1
1
2
1
0
21
2
21
3
215
216
21
5
21
6
216.5
21
7
21
5
21
6
2
1
4
21
8
21
8
21
7
21
5
20
9
20
6
205.5
212
2
1
3
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
S
S
S
S
S
FD
FD
D
D
D
2% MAX.
2% MAX.
±2%
±4
.
2
%
21
6
TW212.0 LEVEL
BW209.5
TW212.5 LEVEL
BW209.75
TW212.0 LEVEL
BW209.75
TS210.0
BS209.5
TS210.0
BS209.5
TS210.0
BS209.5
+TS212.0
+212.0
+212.0
±4
.
2
%
2
1
0
2
1
1
20
9
UP UP
UP
UP
2
1
4
21
5
211.6
210 211
212
211.8
211.6
211.55
211.35
2
1
3
211.9
TC209.0
BC207.0
TC210.0
BC208.0
TC211.0
BC209.0
212.0
212.15
211.75
211.4
TC214.15
BC213.65
21
2
TS213.0
BS215.5
2
1
5
21
3
TC211.90
BC211.40
TC211.40
INLET210.90
21
4
21
2
21
5
212
+
211.85
211.35
212
215.5
217.0
214.00
214.30
TC211.00
INLET210.50
TC215.00
BC214.50
TC214.65
BC214.15
TC214.50
BC214.00
TC214.25
INLET213.75
D
D
D
TC213.75
BC213.25
TC214.40
BC213.90
TC212.12
BC211.62
211.65
TC211.65
BC211.15 211.40
214.15
214.25
213.75
213.85
211.40
TC212.90
BC212.10
2
1
4
TC214.43
BC213.93
RIM213.60
W
216.85
S
UD
UD
UD
UD
UD
UD
RID
G
E
2
1
4
RIM209.00
TW217.50
BW215.50
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
No. 8917
CIVILP
R
O
F
E
SSIONAL E N G I NEER
LICEN S E D
JENNI F E R ANN DESA
U
T
E
L
S
ST A T E O F VER
M
O
N
T
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
PARCEL ID: 1540-00760 SPAN: 600-188-10694
Grading Plan
C2-02
03/01/2024
1" = 20'
22-523
CML
CMJ
JAD
Shelburne & Swift
760 & 764 Shelburne Rd. &
31 Swift St.
South Burlington, VT
15°±
VT
G
r
i
d
M
a
g
n
e
t
i
c
0
Feet
Graphic Scale
20 40 60
OH
OH
OH
21
3
214
2
1
6
21
7
21
3
21
4
21
221
1
21
5
21
6
214
2
1
2
213
2
1
1
21
6
21
7
21
3
21
5
2
1
2
2
1
0
21
421
3
21
1
21
2
21
0
21
0
21
2
21
1
21
3
21
5 2
1
7
2
1
6
21
4
20
8 20
9
21
8 21
9
21
0
21
1
21
321
2
21
6
21
4
21
821
7
21
0
20
9
209
21
0
21
1
21
2
20
8
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB SB SB SB SB SB SB SB SB SB SB
SBSBSB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
1
0
'
1-STORY
BUILDING
1-STORY
BUILDING
SH
E
L
B
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N
E
R
O
A
D
(
U
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S
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R
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7
)
SWIFT STREET
1-STORY
BUILDING
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
G
UP
UP
UP
UP
UP
UG
UG
UG
UG
SSSSSSSS
LOT 1:
FINANCIAL
INSTITUTION
±3,350 SF
FFE 212.0
LOT 3: MULTIFAMILY
RESIDENTIAL
27 DU
FFE 217.0
BFE 207.0
D
D
LOT 2: MIXED USE
1ST FLOOR: COMMERCIAL
2ND FLOOR: 3 DU
± 3,240 SF
FFE 212.0
2
1
0
2
0
9
2
1
1
21
1
21
0
20
9
20
8
2
1
6
2
1
5
2
1
1
2
1
2
209
210
211
2
1
1
2
1
0
21
2
21
3
215
216
21
5
21
6
216.5
21
7
21
5
21
6
2
1
4
21
8
21
8
21
7
21
5
20
9
20
6
205.5
212
2
1
3
21
6
2
1
0
2
1
1
20
9
PHASE II
2
1
4
21
5
210 211
212
2
1
3
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5
212
212
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4
PHASE I
2
1
4
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
No. 8917
CIVILP
R
O
F
E
SSIONAL E N G I NEER
LICEN S E D
JENNI F E R ANN DESA
U
T
E
L
S
ST A T E O F VER
M
O
N
T
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
PROJECT LOCATION
PARCEL ID: 1540-00760 SPAN: 600-188-10694
Phasing Plan
C2-03
03/01/2024
1" = 20'
22-523
PJM
CMJ
JAD
Shelburne & Swift
760 & 764 Shelburne Rd. &
31 Swift St.
South Burlington, VT
PHASING NOTES:
CONSTRUCTION SHALL OCCUR IN ACCORDANCE WITH THE FOLLOWING
PHASES:
1.PHASE 1: CONSTRUCTION OF TWO BUILDINGS ALONG SHELBURNE
ROAD, CURB CUTS, CURBING, SIDEWALKS, SWIFT STREET REC PATH,
UTILITIES, PARKING LOT AND DRIVE BASE CONSTRUCTION AND BASE
PAVEMENT COARSE, LANDSCAPING AND STORMWATER INSTALLATION IN
PHASE 1 AREA.
2.PHASE 2: CONSTRUCTION OF MULTIFAMILY RESIDENTIAL BUILDING,
CURBING, SIDEWALKS, UTILITIES, AND STORMWATER INSTALLATION IN
PHASE 2 AREA. CONSTRUCTION REMAINING LANDSCAPING, SITE
AMENITIES, REMAINING FEATURES, TOP PAVEMENT COARSE THROUGHOUT
SITE, AND FINAL STABILIZATION.
PHASING LEGEND:
PHASE 1
PHASE 2
NOTE:
EROSION CONTROL MEASURES SHALL REMAIN IN PLACE FOR THE PROJECT
DURATION UNLESS FINAL STABILIZATION IS INSTALLED BETWEEN PHASES. THE
CONTRACTOR SHALL STABILIZE AND PROVIDE SAFETY MEASURES FOR ACTIVE
CONSTRUCTION AREAS ADJACENT TO COMPLETED PHASES IN ACCORDANCE
WITH OSHA REQUIREMENTS.
OPEN SPACE PHASING:
PHASE 1:
PHASE 1 OPEN SPACE REQUIREMENTS:
COMMERCIAL: 6,590 SF x 6% = 396 SF
RESIDENTIAL: 3 UNITS x 60 SF/UNIT = 180 SF
REQUIRED OPEN SPACE: 696 SF
PROVIDED: 890 SF
PHASE 2: REMAINING OPEN SPACE
15°±
VT
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Feet
Graphic Scale
20 40 60
RIM = 207.51
D
D
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OH
OH
OH
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1-STORY
BUILDING
1-STORY
BUILDING
SH
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SWIFT STREET
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1-STORY
BUILDING
W
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W
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G
UP
UP
UP
UP
UP
UG
UG
UG
UG
SSSSSSSS
ASSUMED LOCATION OF
SMH IN INTERSECTION
OF SHELBURNE ROAD
AND SWIFT STREET
RIM = 215.5
CLAY 8" iIN (N) = 206.7
CLAY 10" iIN (E) =207.0
CLAY 10" iOUT(W) = 206.9
APPROX. LOCATION PER
DIGSAFE MARKINGS EX. 8" DI
WATER MAIN (TO BE VERIFIED)
APPROX. LOCATION
EX. 6" AC WATER MAIN
(TO BE VERIFIED)
CROSSWALK SIGNAL
POLE
UTILITY
COVER
CONCRETE FOOTING
FOR ROUTE 7
OVERHEAD LANE
ASSIGNMENT SIGN
RIM = 207.9
SUMP = 203.1
18" RCP iOUT +/- 202.7
RIM = 210.8
15" RCP iIN(N) = 204.1
12" RCP iIN(E) =204.3
18" RCP iOUT(W) = 203.9
SO
L
.
#
3
-
7
5
"
BUILT-IN TPCONTROLS
D
D
D
D
D
D
D
D
LOT 1:
FINANCIAL
INSTITUTION
±3,350 SF
FFE 212.0
LOT 3: MULTIFAMILY
RESIDENTIAL
27 DU
FFE 217.0
BFE 207.0
DA 3 BIO
DA 1 BIO
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
RD
D
DA 7
BIOD
D
LOT 2: MIXED USE
1ST FLOOR: COMMERCIAL
2ND FLOOR: 3 DU
± 3,240 SF
FFE 212.0
D D D
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2
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2
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209
210
211
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215
216
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216.5
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7
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8
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215
20
9
20
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205.5
212
2
1
3
W
W
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W
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W
W
W
W
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W
W
S
S
S
S
S
S
S
S
S
FD
FD
D
D
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21
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0
2
1
1
20
9
UP UP
UP
UP
2
1
4
21
5
210 211
212
2
1
3
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2
2
1
5
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3
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212
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S
UD
UD
UD
UD
UD
UD
2
1
4
SMH #2
RIM = 214.25
8" iIN = 205.46
6" iIN = 205.50
8" iOUT = 205.36
6" iOUT = 209.00SMH #3
RIM = 211.00
6" iIN (2) = 206.00
8" iOUT = 205.90
6" iOUT = 207.2
6" iOUT = 206.30
8" CLASS 52 DI
1.5" TYPE K COPPER
CONNECT TO EXISTING 8" DI PIPE
WITH 8"X8" TEE, (3) 8" GATE
VALVES SECURED WITH FOSTER
ADAPTERS, AND & THRUST BLOCK
1.5" WATER SERVICE
CONNECTION WITH
1.5" CURB STOP
POTENTIAL FUTURE
10' x 6' GENERATOR
LOCATION
FIRE PROTECTION HYDRANT
6"
C
L
A
S
S
5
2
D
I
8"X4" TEE, 8"X6" REDUCER, 6" GATE
VALVE, AND 4" GATE VALVE TO 4"
CLASS 52 DI DOMESTIC SERVICE
8"X6" TEE, 8" GATE VALVE,
AND 6" GATE VALVE TO 6"
CLASS 52 DI FIRE SERVICE
10' x 12' TRANSFORMER
w/SCREEN FENCE IF REQ'D
BY GMP
DMH2
RIM = 212.0
18" iIN (E) = 208.00
18" iIN (S) = 201.49
18" iOUT (W) = 201.39
FILTERRA INTERNAL BYPASS
BIOSCAPE 4'X6' MEDIA BAY
(TOP FLUSH WITH TOP OF CURB)
TOP OF SYSTEM = 214.25
CURB INLET = 213.75
8" iOUT = 210.42
4" FOOTING DRAIN
ASSUMED INV = 205.0
FILTERRA PEAK DIVERSION
6X10' MEDIA BAY
CURB INLET = 210.5'
12" iOUT ~ 207.17'
DMH4
RIM = 211.3
12" iIN (E) = 206.0
18" iIN (S) = 201.86
18" iOUT (N) = 201.76
OUTLET STRUCTURE 1
18" OVERFLOW GRATE = 215.80
12" iOUT = 212.0
OUTLET STRUCTURE 2
18" OVERFLOW GRATE = 210.50
16"WX3"H ORIFICE = 209.71
12" iOUT = 206.0
FILTERRA INTERNAL BYPASS
BIOSCAPE 4'X6' MEDIA BAY
6" iIN = 210.5
6" iOUT = 207.8'
OUTLET CONTROL STRUCTURE 4
RIM = 211.5
12" iIN (S) = 206.3
1"Ø ORIFICE = 206.3
WEIR ELEV. = 209.8
12" iOUT (W) = 206.3
FILTERRA INTERNAL BYPASS
BIOSCAPE 4'X6' MEDIA BAY
PARKING LOT CURB INLET = 208.4'
NW CORNER INLET (TOP OF
MEDIA) = 207.6'
8" iOUT ~ 205.2'
DMH 1
RIM = 210.5
12" iIN (NE) = 205.0
18" iIN (E) = 201.15
18" iOUT (NW) = 201.05
DMH 5
RIM = 211.85
12" iIN (E) = 202.39
6" iIN (FOOTING DRAIN) = 204.0
WITH FLAPPER VALVE AT END
8" iIN (W) = 202.39
18" iOUT (N) = 202.29
OUTLET STRUCTURE 3
18" OVERFLOW GRATE = 206.65
4"WX2"H ORIFICE = 205.85
12" iOUT = 202.50
DMH 6
RIM = 209.0
8" iIN (S) = 204.0
8" iOUT (E) = 203.9
EXTENDED DETENTION
THREE - 48" HDPE X 80'
INVERT = 206.3
FILTERRA INTERNAL BYPASS
BIOSCAPE 6'X6' MEDIA BAY
CURB INLET = 211.0
8" iOUT = 207.8'
CURB INLET = 208.4
CB1 (DEEP SUMP)
RIM = 213.60
12" iOUT = 210.30
DMH 3
RIM = 214.3
12" iIN (E) = 210.0
8" iIN (S) = 209.17
18" iOUT (W) = 208.30
TRENCH DRAIN AT ENTRANCE
TO GARAGE WITH DEEP SUMP
AT OUTLET (SEE DETAIL)
GRATE = 207.0
6" ROOF DRAIN
iOUT = 215.25
CB2 (DEEP SUMP)
WITH CURB INLET
INLET ELEV. = 210.90
8" iOUT = 209.106" ROOF DRAIN
PEASTONE
DIAPHRAGM (TYP.)
YARD DRAIN
RIM = 214.5
6" iOUT = 207.0
12" & 8" INV.'S = 209.00
CB2 (6' DIAMETER)
RIM = 209.0
EX. 18" iIN(E) = 202.2
EX. 18" iIN(S) = 201.3
NEW 18" iIN(SE) = 200.9
EX. 18" iOUT(W) = 200.6
8"
S
D
R
3
5
P
V
C
s=
0
.
0
0
4
f
t
.
/
f
t
.
CO
CO
INSTALL 2" RIGID
FOAM INSULATION
ABOVE SEWER WHERE
<5' COVER
SMH #1
CONTRACTOR TO VERIFY
ELEVATION OF EXISTING SEWER
AND REPORT TO ENGINEER
PRIOR TO CONSTRUCTION
RIM = 213.70
NEW 8" iIN = 205.20
EX. 10" iIN = 205.20±
EX. 10" iOUT = 205.10±
8"X6" TEE, 6" GATE VALVE,
AND THRUST BLOCK
FIRE PROTECTION HYDRANT
8"X4" TEE, 4" GATE VALVE,
AND THRUST BLOCK
4"
C
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S
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D
I
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9
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
No. 8917
CIVILP
R
O
F
E
SSIONAL E N G I NEER
LICEN S E D
JENNI F E R ANN DESA
U
T
E
L
S
ST A T E O F VER
M
O
N
T
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
PARCEL ID: 1540-00760 SPAN: 600-188-10694
Utility Plan
C3-01
03/01/2024
1" = 20'
22-523
CML
CMJ
JAD
Shelburne & Swift
760 & 764 Shelburne Rd. &
31 Swift St.
South Burlington, VT
"I HEREBY CERTIFY THAT, IN THE EXERCISE OF MY REASONABLE
PROFESSIONAL JUDGMENT, THE DESIGN RELATED INFORMATION
SUBMITTED WITH THIS APPLICATION IS TRUE AND CORRECT AND
THE DESIGN INCLUDED IN THIS APPLICATION FOR A PERMIT
COMPLIES WITH THE VERMONT WASTEWATER SYSTEM AND
POTABLE WATER SUPPLY RULES." (REF. ENVIRONMENTAL
PROTECTION RULES CHAPTER 1 §1-306 (b)).
LAST REVISED 02/25/2020
15°±
VT
G
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Feet
Graphic Scale
20 40 60
NOTES:
1.CONTRACTOR TO FIELD VERIFY ELEVATIONS OF EXISTING PIPES AT CONNECTION
POINTS AND CROSSINGS. IF THE ACTUAL ELEVATIONS ARE DIFFERENT THAN SHOWN ON
SHEET C3-01 AND C3-02, THE CONTRACTOR SHALL NOTIFY THE ENGINEER.
2.PROVIDE 18" VERTICAL SEPARATION AT WATER/SEWER AND WATER/STORMWATER
UTILITY CROSSINGS.
3.PROVIDE RIDGED FOAM INSULATION OVER WATER AND SEWER WHERE INADEQUATE
COVER (<6' FOR WATER, <5' FOR SEWER). PROVIDE 2" FOAM INSULATION PER 1' OF
COMPROMISED COVER.
4.ALL WATER SYSTEM MATERIALS AND INSTALLATION PROCEDURES TO COMPLY WITH
CWD SPECIFICATIONS.
5.DI PIPE SHALL COMPLY WITH AND AWWA C151/ANSI A21.51. DI PIPE SHALL BE A
MINIMUM THICKNESS CLASS 52, BE CEMENT MORTAR LINED, AND BE GIVEN AN
EXTERIOR PETROLEUM ASPHALTIC COATING.
6.4" AND 6" DI PIPE SHALL HAVE NO LESS THAN TWO BRONZE WEDGES INSTALLED AT
EACH JOINT. 8" AND LARGER DI PIPE SHALL HAVE NO LESS THAN THREE BRONZE
WEDGES INSTALLED AT EACH PIPE JOINT.
7.V-BIO ENHANCED POLYETHYLENE PIPE ENCASEMENT IS REQUIRED FOR ALL DUCTILE
IRON PIPE INSTALLATION AND SHALL CONFORM TO CWD STANDARD AND THE
CURRENT AWWA C105/ANSI A21.5 STANDARD.
8.POLYETHYLENE ENCASEMENT SHALL PREVENT CONTACT BETWEEN THE PIPE OR FITTINGS
AND THE SURROUNDING BACKFILL AND BEDDING MATERIAL AND SHALL BE INSTALLED
AS OUTLINED IN SECTION 4.1 OF THE ABOVE AWWA/ANSI STANDARD. LUMPS OF CLAY,
MUD, CINDERS, ETC. ON THE PIPE SHALL BE REMOVED PRIOR TO INSTALLATION OF THE
POLYETHYLENE ENCASEMENT. DURING INSTALLATION, SOIL OR EMBEDMENT MATERIALS
SHALL NOT BE TRAPPED BETWEEN THE PIPE AND POLYETHYLENE. OVERLAP AND ENDS
SHALL BE SECURED WITH POLYETHYLENE ADHESIVE TAPE. ALL CUTS, TEARS, PUNCTURES,
OR DAMAGE TO THE POLYETHYLENE SHALL BE REPAIRED WITH POLYETHYLENE
ADHESIVE TAPE OR WITH A SHORT LENGTH OF POLYETHYLENE SHEET, WRAPPED
AROUND THE PIPE TO COVER THE DAMAGED AREA, AND SECURED IN PLACED.
BACKFILLING AROUND POLYETHYLENE WRAPPED PIPE SHALL BE IN ACCORDANCE
WITH ANSI/AWWA C600.
1 04/15/2024 CMLStaff Comments
D
D
D
D
D
D
OH
OH
OH
21
3
214
2
1
6
21
7
213
21
4
21
221
1
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214
2
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1
1
216
21
7
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2
1
0
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421
3
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1
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2
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0
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0
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5 2
1
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2
1
6
21
4
20
8 20
9
21
8 21
9
21
0
21
1
21
321
2
21
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4
21
821
7
21
0
20
9
209
21
0
21
1
21
2
20
8
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB SB SB SB SB SB SB SB SB SB SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
1
0
'
1-STORY
BUILDING
1-STORY
BUILDING
SH
E
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(
U
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7
)
SWIFT STREET
D
D D D D D
D D
D
DD
D
D
D
D
1-STORY
BUILDING
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
G
UP
UP
UP
UP
UP
UG
UG
UG
UG
SSSSSSSS
SO
L
.
#
3
-
7
5
"
BUILT-IN TPCONTROLS
D
D
D
D
D
D
D
D
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
RD
D
D
D
D D D
D
D
D
DD
D
D
D
2
1
0
2
0
9
2
1
1
21
1
21
0
20
9
20
8
2
1
6
2
1
5
2
1
1
2
1
2
209
210
211
2
1
1
2
1
0
2
1
2
21
3
215
216
21
5
21
6
216.5
21
7
21
5
21
6
21
4
21
8
21
8
21
7
215
20
9
20
6
205.5
212
2
1
3
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
S
S
S
S
S
FD
FD
D
D
D
21
6
2
1
0
2
1
1
20
9
UP UP
UP
UP
2
1
4
21
5
210 211
212
2
1
3
21
2
2
1
5
21
3
21
4
21
2
21
5
212
212
D
D
D
2
1
4
W
S
UD
UD
UD
UD
UD
UD
2
1
4
INV. 12" STRM = 207.30±
INV. 8" SWR = 205.28
INV. 18" STRM = 208.21
INV. 6" SWR = 206.18
INV. 12" STRM = 210.38
INV. 6" WATER = 208.00
INV. 8" STRM = 209.81
INV. 8" SWR = 207.08INV. 12" STRM = 209.13
INV. 18" STRM = 201.32
INV. 12" STRM = 209.53
INV. 18" STRM = 201.51
INV. 8" STRM = 209.02
INV. 18" STRM = 201.31
INV. 8" SWR = 205.75
INV. 18" STRM = 201.64
INV. 12" STRM = 207.12
INV. 6" SWR = 206.28
INV. 12" STRM = 207.05
INV. 18" STRM = 201.88
INV. 6" STRM = 207.77
INV. 18" STRM = 202.16
INV. 8" WATER = 204.50±
INV. 18" STRM = 200.94
INV. 18" STRM = 208.12
INV. 8" SWR = 205.52
INV. 6" SWR = 207.80
INV. 6" WATER = 205.80
INV. 18" STRM = 209.82
INV. 8" SWR = 205.57
2
0
9
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
No. 8917
CIVILP
R
O
F
E
SSIONAL E N G I NEER
LICEN S E D
JENNI F E R ANN DESA
U
T
E
L
S
ST A T E O F VER
M
O
N
T
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
PARCEL ID: 1540-00760 SPAN: 600-188-10694
Utility Crossing Plan
C3-02
03/01/2024
1" = 20'
22-523
CML
CMJ
JAD
Shelburne & Swift
760 & 764 Shelburne Rd. &
31 Swift St.
South Burlington, VT
"I HEREBY CERTIFY THAT, IN THE EXERCISE OF MY REASONABLE
PROFESSIONAL JUDGMENT, THE DESIGN RELATED INFORMATION
SUBMITTED WITH THIS APPLICATION IS TRUE AND CORRECT AND
THE DESIGN INCLUDED IN THIS APPLICATION FOR A PERMIT
COMPLIES WITH THE VERMONT WASTEWATER SYSTEM AND
POTABLE WATER SUPPLY RULES." (REF. ENVIRONMENTAL
PROTECTION RULES CHAPTER 1 §1-306 (b)).
LAST REVISED 02/25/2020
15°±
VT
G
r
i
d
M
a
g
n
e
t
i
c
0
Feet
Graphic Scale
20 40 60
NOTES:
1.CONTRACTOR TO FIELD VERIFY ELEVATIONS OF EXISTING PIPES AT
CONNECTION POINTS AND CROSSINGS. IF THE ACTUAL ELEVATIONS ARE
DIFFERENT THAN SHOWN ON SHEET C3-01 AND C3-02, THE CONTRACTOR
SHALL NOTIFY THE ENGINEER.
2.PROVIDE 18" VERTICAL SEPARATION AT WATER/SEWER AND
WATER/STORMWATER UTILITY CROSSINGS.
3.PROVIDE RIDGED FOAM INSULATION OVER WATER AND SEWER WHERE
INADEQUATE COVER (<6' FOR WATER, <5' FOR SEWER). PROVIDE 2" FOAM
INSULATION PER 1' OF COMPROMISED COVER.
1 04/15/2024 CMLStaff Comments
SSSSSSSS
D
D
D
D
D
D
OH
OH
OH
OH
OH
OH
OH
OH
OH
OH
21
3
214
2
1
6
21
7
21
3
21
4
21
221
1
21
5
21
6
214
2
1
2
213
2
1
1
21
6
21
7
21
3
21
5
2
1
2
21
0
21
421
3
21
1
21
2
21
0
21
0
21
2
21
1
21
3
21
5 2
1
7
2
1
6
21
4
20
8 20
9
21
8 21
9
21
0
21
1
21
321
2
21
6
21
4
21
821
7
21
0
20
9
209
21
0
21
1
21
2
20
8
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB SB SB SB SB SB SB SB SB SB SB
SB
SBSB
SB
SB
SB
SB
SB
SB
SB
SB
SB
SB
N/F
GARY BOURNE
N/F
TKHS LLC
N/F
LEE THERESA M LIVING
TRUST, C/O DUFF AND PHELPS
N/F
GARY J. BOURNE
1
0
'
N/F
HANDY MOUNTAHA TRUST
1-STORY
BUILDING
2300 SQ. FT.
1-STORY
BUILDING
2812 SQ. FT.
1-STORY
BUILDING
6157 SQ. FT.
1-STORY
BUILDING
1-STORY
BUILDING
RAMP
PAVED DRIVE
PAVED DRIVE
PAVED DRIVE
SH
E
L
B
U
R
N
E
R
O
A
D
(
U
.
S
.
R
O
U
T
E
7
)
SWIFT STREET
SHED
D D D D D D D D D D D
D
D D D D
D D D
D
DD
D
D
D
D
11
6
'
±
13
7
'
±
122'±
14
0
'
±
118'±79'±
7'±45'±
12
5
'
±
56'±
76'±
99
'
±
239'±
1-STORY
BUILDING
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
G
G
G
G
G
G
G
G
G G G G G
G
G
G
G
G
G
G
UP
UP
UP
UP
UP
UG
UG
UG
UG
W
W
W
W
W W W W W W
N/F
764 SHELBURNE RD. LLC,
C/O GARY BOURNE
CONCRETE PAD WITH
TANK ACCESS WELLS
SSSSSSSS
GRAVEL DRIVE
GRAVEL
DRIVE
RIM = 209.0
18" RCP iIN(E) = 202.2
18" RCP iIN(S) =201.3
18" RCP IOUT(W) = 200.6
UTILITY
COVER
CONCRETE FOOTING
FOR ROUTE 7
OVERHEAD LANE
ASSIGNMENT SIGN
RIM = 207.9
SUMP = 203.1
18" RCP iOUT +/- 202.7
RIM = 207.5
CLOGGED
RIM = 213.1
12" CMP iOUT(W) = 208.6
RIM = 210.8
15" RCP iIN(N) = 204.1
12" RCP iIN(E) =204.3
18" RCP iOUT(W) = 203.9
GRANITE CURB
S/N-
0
0
1
S/
N
-
0
0
2
EXISTING DA #1B
0.809 AC
0.634 AC IMP
EXISTING DA #1A
0.064 AC
0.050 AC IMP
EXISTING DA #2
0.520 AC
0.445 AC IMP
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
No. 8917
CIVILP
R
O
F
E
SSIONAL E N G I NEER
LICEN S E D
JENNI F E R ANN DESA
U
T
E
L
S
ST A T E O F VER
M
O
N
T
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
0
Feet
Graphic Scale
20 40 60
15°±
VT
G
r
i
d
M
a
g
n
e
t
i
c
PARCEL ID: 1540-00760 SPAN: 600-188-10694
Existing Stormwater
Plan
C4-01
03/01/2024
1" = 20'
22-523
SCR
CMJ
JAD
Shelburne & Swift
760 & 764 Shelburne Rd. & 31
Swift St.
South Burlington, VT
PROJECT INFORMATION:
LANDOWNER:GARY J BOURNE
414 WEST GROVE
MIDDLEBORO, MA 02346
PROJECT LOCATION:31 SWIFT STREET AND 760 & 764
SHELBURNE ROAD
SOUTH BURLINGTON, VT 05403
TOTAL PROPERTY AREA:1.393 AC ±
RECEIVING WATER AT S/N-001:
SOUTH BURLINGTON MUNICIPAL STORMWATER SYSTEM TO POTASH BROOK
RECEIVING WATER AT S/N-002:
SOUTH BURLINGTON MUNICIPAL STORMWATER SYSTEM TO POTASH BROOK
LEGEND:
EXISTING DRAINAGE AREAS
EXISTING TIME OF CONCENTRATION
SOIL KEY SOIL DESCRIPTION HYDRIC HYDROGROUP ON SITE KfactWS PRIME AG VALUE
IIICNB/DBIABELGRADE AND ELDRIDGE SOILS, 0 TO 3 PERCENT SLOPES PRIME
D
D
D
D
D
D
OH
OH
OH
21
3
214
2
1
6
21
7
213
21
4
21
2
21
1
21
5
21
6
214
21
2
213
2
1
1
216
21
7
21
3
21
5
2
1
2
2
1
0
21
421
3
21
1
21
2
21
0
21
0
21
2
21
1
21
3
21
5 2
1
7
2
1
6
21
4
20
8 20
9
21
8 21
9
21
0
21
1
21
321
2
21
6
21
4
21
821
7
21
0
20
9
209
21
0
21
1
21
2
20
8
1
0
'
1-STORY
BUILDING
1-STORY
BUILDING
SH
E
L
B
U
R
N
E
R
O
A
D
(
U
.
S
.
R
O
U
T
E
7
)
SWIFT STREET
D
D D D
D D D D D
D
D
D
D
1-STORY
BUILDING
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
G
UP
UP
UP
UP
UP
UG
UG
UG
UG
SSSSSSSS
CROSSWALK SIGNAL
POLE
UTILITY
COVER
RIM = 207.9
SUMP = 203.1
18" RCP iOUT +/- 202.7
RIM = 210.8
15" RCP iIN(N) = 204.1
12" RCP iIN(E) =204.3
18" RCP iOUT(W) = 203.9
D
D
D
D
D
D
D
D
DA 3 BIO
DA 1 BIO
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
FD
RD
D
D
D
D D D
D
D
D
DD
D
D
D
2
1
0
2
0
9
2
1
1
21
1
21
0
20
9
20
8
2
1
6
2
1
5
2
1
1
2
1
2
209
210
211
2
1
1
2
1
0
21
2
2
1
3
215
216
21
5
21
6
216.5
21
7
21
5
21
6
2
1
4
21
8
21
8
21
7
215
20
9
20
6
205.5
212
2
1
3
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
S
S
S
S
S
FD
FD
D
D
D
21
6
2
1
0
2
1
1
20
9
UP UP
UP
UP
2
1
4
21
5
210 211
212
21
3
21
2
2
1
5
2
1
3
21
4
21
2
21
5
212
212
D
D
D
2
1
4
W
S
UD
UD
UD
UD
UD
UD
2
1
4
S/N-001
S/
N
-
0
0
2
PROPOSED DA #1
DA = 0.303 AC
0.248 AC ROOFTOP
0.003 AC NON-ROOFTOP
0.232 AC REDEVELOPED
PROPOSED DA #3
DA = 0.267 AC
0.077 AC ROOFTOP
0.105 AC NON-ROOFTOP
0.160 AC REDEVELOPED
PROPOSED DA #2
DA = 0.097 AC
0.074 AC NON-ROOFTOP
0.071 AC REDEVELOPED
PROPOSED DA #6
DA = 0.074 AC
0.074 AC ROOFTOP
0.027 AC REDEVELOPED
PROPOSED DA #7
DA = 0.134 AC
0.070 AC NON-ROOFTOP
0.067 AC REDEVELOPED
PROPOSED DA #8
DA = 0.089 AC
0.067 AC NON-ROOFTOP
0.064 AC REDEVELOPED
PROPOSED DA #9
DA = 0.079 AC
0.039 AC NON-ROOFTOP
0.030 AC REDEVELOPED
PROPOSED DA #4
DA = 0.228 AC
0.193 AC NON-ROOFTOP
0.132 AC REDEVELOPED
PROPOSED DA #5
DA = 0.123 AC
0.094 AC NON-ROOFTOP
0.063 AC REDEVELOPED
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
No. 8917
CIVILP
R
O
F
E
SSIONAL E N G I NEER
LICEN S E D
JENNI F E R ANN DESA
U
T
E
L
S
ST A T E O F VER
M
O
N
T
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
0
Feet
Graphic Scale
20 40 60
15°±
VT
G
r
i
d
M
a
g
n
e
t
i
c
PARCEL ID: 1540-00760 SPAN: 600-188-10694
Proposed
Stormwater Plan
C4-02
03/01/2024
1" = 20'
22-523
CML
CMJ
JAD
Shelburne & Swift
760 & 764 Shelburne Rd. & 31
Swift St.
South Burlington, VT
NOTES:
1.STORMWATER RUNOFF TO BE DIRECTED AWAY FROM BUILDING FOUNDATIONS AND
DIRECTED TO STORMWATER TREATMENT AREAS AS DEPICTED ON THIS PLAN AND
DETAILS.
2.THIS SITE WILL REQUIRE REGULAR MAINTENANCE OF STORMWATER TREATMENT
AREAS AND EROSION CONTROL MEASURES.
STORMWATER MAINTENANCE NOTES & RECOMMENDATIONS:
1.THE PURPOSE OF THIS PLAN IS TO PROVIDE THE PERMIT HOLDER WITH GUIDANCE
FOR OPERATING AND MAINTAINING THE STORMWATER TREATMENT SYSTEM. THE
TREATMENT SYSTEM IS SUBJECT TO NATURAL ELEMENTS AND WILL REQUIRE
PERIODIC MAINTENANCE AND REPAIRS. THE COMPONENTS OF THE TREATMENT
SYSTEM HAVE BEEN IDENTIFIED ON THIS PLAN AND SPECIFIC MAINTENANCE NOTES
FOR EACH COMPONENT HAVE BEEN PROVIDED BELOW. THE TREATMENT SYSTEM
COMPONENTS SHOULD BE INSPECTED ANNUALLY IN THE SPRING AS INDICATED IN
THE PERMIT CONDITIONS.
2.GENERAL MAINTENANCE: EACH SPRING THE ENTIRE SITE SHOULD BE INSPECTED
FOR ANY AREAS OF EROSION, WHICH SHOULD BE REPAIRED AS NECESSARY. AN
ENGINEER SHOULD BE CONSULTED IF THERE ARE AREAS THAT ROUTINELY ERODE.
PURPOSE OF PLAN
THE PURPOSE OF THIS PLAN IS TO SHOW THE POST-CONSTRUCTION DRAINAGE AREA
AND PROPOSED STORMWATER TREATMENT PRACTICES FOR TREATMENT OF NEW AND
EXISTING IMPERVIOUS ASSOCIATED WITH THE CONSTRUCTION OF A NEW MULTI-USE
BUILDINGS AND PARKING AREAS. THE PROPOSED STORMWATER TREATMENT WAS
DESIGNED TO TREAT IMPERVIOUS IN ACCORDANCE WITH THE 2017 VERMONT
STORMWATER MANAGEMENT MANUAL AND 3-9050 GENERAL STORMWATER
OPERATIONAL PERMIT.
LEGEND:
PROPOSED DRAINAGE AREA
PROPOSED TIME OF CONCENTRATION
PROPOSED REDEVELOPED IMPERVIOUS
SOIL DEPTH AND QUALITY NOTE:
ALL DISTURBED AREAS NOT COVERED BY IMPERVIOUS
SURFACE ARE SUBJECT TO THE SOIL DEPTH AND
QUALITY REQUIREMENTS ON C8-06.
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
No. 8917
CIVILP
R
O
F
E
SSIONAL E N G I NEER
LICEN S E D
JENNI F E R ANN DESA
U
T
E
L
S
ST A T E O F VER
M
O
N
T
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
PARCEL ID: 1540-00760 SPAN: 600-188-10694
Site Details
C8-01
03/01/2024
22-523
PJM
CMJ
JAD
Shelburne & Swift
760 & 764 Shelburne Rd. &
31 Swift St.
South Burlington, VT
SD 010.1.4LAST REVISED 03/02/2021TRUDELL CONSULTING ENGINEERS
TYPICAL BITUMINOUS PAVEMENT
NOTES:
1.SUBBASE, SAND CUSHION AND SUBGRADE SHOULD BE CONSTRUCTED AND COMPACTED TO THE DIMENSIONS SHOWN IN
ACCORDANCE WITH VERMONT AGENCY OF TRANSPORTATION SPECIFICATIONS, STANDARD A-76. WHERE MORE STRINGENT
LOCAL ORDINANCES HAVE BEEN ADOPTED RELATIVE TO ROAD DIMENSIONS AND CONSTRUCTION, THEY SHOULD GOVERN.
2.COMPACT ALL SUBBASE MATERIALS TO 95% MAXIMUM DENSITY (STANDARD PROCTOR).
3.IF GROUNDWATER OR SOFT SPOTS ARE ENCOUNTERED CONTACT THE ENGINEER TO DISCUSS ADDED MEASURES SUCH AS
UNDERDRAIN. SLOPE SUBBASE TO UNDERDRAIN LOW POINTS.
SECTION
WEARING COURSE (TYPE III) (VAOT 406)
BASE COURSE (TYPE II) (VAOT 406)
CRUSHED GRAVEL (VAOT 704.05A FINE)
GRAVEL BASE (VAOT 704.04) OR
CRUSHED GRAVEL (VAOT 704.05A
COARSE)
MIRAFI 500X STABILIZATION FABRIC
INSTALLATION IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS
6" SAND BORROW AND CUSHION TO BE
USED IN POORLY DRAINED SOILS OR
OVER BEDROCK FOR ROADS AND
SIDEWALKS (VAOT 703.03)
UNDISTURBED SUBGRADE
OR COMPACTED FILL
A
B
C
D
E
1" = 1'
DRIVEWAYS
E 6 66 66
RESIDENTIAL COMMERCIAL
1 1/2
6
18
2 1/2
4
12
N/A
2
3
18
6
COMMERCIAL
2
PRIVATEROADS
THICKNESS (INCHES)
PARKING LOTS
1
2
12
6
1-1/2
2-1/2
12
6
RESIDENTIAL
D
B
C
A
SD 010.1.9LAST REVISED 03/02/2021TRUDELL CONSULTING ENGINEERS
BITUMINOUS ASPHALT - VERTICAL BUTT JOINT
30" MIN
1 1/2" OVERLAY
PA
V
E
M
E
N
T
S
A
W
C
U
T
GRAVEL BASE
MATCH
EXISTING GRADE
APPLY TACK
COAT PRIOR
TO OVERLAY
1 1/2"
EXISTINGPROPOSED
BITUMINOUS
PAVEMENT
FINISHED GRADE
SD 030.1.1
1/2 " = 1'
LAST REVISED 03/08/2021TRUDELL CONSULTING ENGINEERS
TYPICAL CONCRETE SIDEWALK
SPECIFICATIONS:
1)1/2" EXPANSION/CONTRACTION JOINT WITH ASPHALT IMPREGNATED FIBER BOARD FILLER EVERY 50 FEET.
2)SCORED OR TOOLED JOINT (1" DEPTH OR 1/3 THE TOTAL DEPTH OF WALK) WITH A SEPARATION DISTANCE
EQUAL TO THE WIDTH OF THE SIDEWALK.
3)FULL-BREAK OR COMPLETE JOINT EVERY 20 FEET.
4)WHERE "HEAVY DUTY CONCRETE SECTION" IS CALLED OUT ON THE SITE PLAN, THE SIDEWALK IS TO BE 8" THICK.
5)IF WET OR UNSTABLE SOIL CONDITIONS EXIST CONTACT ENGINEER FOR ADDITIONAL MEASURES SUCH AS
UNDERDRAIN OR ADDITIONAL SUBBASE.
5"
6"6"VARIES
NOTE: DISTANCES ARE TYPICAL
AND MAY BE ALTERED FOR
SPECIFIC SITE CONDITIONS.
CONCRETE WEAR
COURSE (4000 PSI)
MINIMUM 18"
GRAVEL BASE
OWNER TO COORDINATE WITH OTHER DISCIPLINES
(ARCHITECT/STRUCTURAL ENGINEER) ON SIDEWALK WITHIN 5' OF
BUILDING. IN SOME CASES SIDEWALK WILL HAVE FROST WALL OR BE
PINNED TO FOUNDATION TO PREVENT FROST ACTION IN FRONT OF DOOR.
18"30"
#4 REBAR 30" O.C.
BOTH WAYS
SD 030.2.1LAST REVISED 03/03/2021TRUDELL CONSULTING ENGINEERS
WARNING TEXTURE
NOTES:
1.PER MUNICIPAL REQUIREMENTS PROVIDE CAST IRON
TRUNCATED DOME PAD.
2.SEE SITE PLAN FOR LOCATION.
ASPHALT
ASPHALT SURFACES SHALL BE COMPOSED OF OIL BASED BITUMEN. COAL TAR ASPHALT IS NOT ACCEPTABLE,
NOR WARRANTED. ASPHALT MUST CURE MINIMUM 20 DAYS PRIOR TO INSTALLATION TO INSURE PROPER
BONDING OF ALL SURFACES. THIS ALLOWS TENSILE STRENGTH PROPERTIES OF BOTH MATERIALS TO MORE
CLOSELY APPROXIMATE EACH OTHER. ANY ASPHALT AREAS REQUIRING DETECTABLE WARNING INSTALLATIONS
SHALL BE COMPACTED WITH VIBRATORY ROLLERS OR APPROVED COMPACTION EQUIPMENT IN ADDITION TO
STANDARD LOCAL CONDITIONS TO PROVIDE MAXIMUM COMPACTION OF ASPHALT ALLOWING THE
GREATEST ADHESION.
SEAL COAT
PRODUCT SHALL NOT BE PLACED ON ASPHALT OR COAL TAR SEALERS. IF SURFACE HAS BEEN SEALED, GRIND
ENTIRE AREA TO BE INSTALLED TO REMOVE ALL SEALERS.
CONCRETE
MINIMUM COMPRESSIVE STRENGTH 3000 PSI. CONCRETE MUST CURE FOR 15 DAYS PRIOR TO INSTALLATION TO
INSURE PROPER BONDING. ALL CONCRETE COLORING/ADDITIVES SHALL BE INTEGRAL, NOT SURFACE APPLIED.
ALL "SURFACE CURING" COMPOUNDS OR SEALERS SHALL BE REMOVED BY METHOD OF GRINDING ON ANY
CONCRETE THAT IS LESS THAN 6 MONTHS OLD BEFORE PRODUCTS ARE INSTALLED. SURFACE FINISH SHOULD BE
MEDIUM BROOM FINISH FOR MAXIMUM ADHESION.
SURFACES
ALL SURFACES TO BE CLEAN AND DRY. TRUNCATED DOMES AND ALL RELATED INSTALLED SURFACES TO BE
INSTALLED ACCORDING TO MANUFACTURERS SPECIFICATIONS. ALL DETECTABLE WARNING SURFACE
INSTALLATIONS SHALL BE AT MINIMUM, AT LEAST AS NON SKID AS THE SURROUNDING PEDESTRIAN SURFACES.
MIN.
CAST IRON TRUNCATED
DOME
DETECTABLE WARNING
DETAIL
G
ELEVATION
F
0.2"
G 1.40".90"
F .80".45"
E 1.50".65"
D
MAX.
2.40"
PLAN
1.60"
E
D
D
E
RAMP
EDGE OF PAVEMENT
NO CURB
CAST IRON TRUNCATED
DOMES. SEE SITE PLAN
FOR LOCATION(S).
24"
SIDEWALK
SD 030.2.2LAST REVISED 03/11/2021TRUDELL CONSULTING ENGINEERS
TYPICAL SIDEWALK LAYOUT
1/4"/FT.
5'
30"
5'
30
"
1/2" RADIUS TOOLED JOINT
NOTES:
1.SUBMIT SHOP DRAWINGS ON GRID PATTERN FOR REVIEW BY ENGINEER PRIOR TO CONSTRUCTION.
2.JOINT SPACING IS 5 FT. NORMAL SPACING WITH A MAXIMUM OF 8 FT. AND MINIMUM OF 2 FT. LINEAR
DIMENSIONS AND NOT INSIDE CORNERS.
3.#4 REINFORCING ON 30 INCH CENTERS BOTH DIRECTIONS IN CENTER OF SIDEWALK.
4.LAP BARS 30 BAR DIAMETERS.
5.EXPANSION JOINTS AT 20 FT. O.C..
6.SEE SITE PLAN FOR SIZE AND LOCATION.
5"
LAP BARS 30
BAR DIAMETERS
REINFORCING BARS (TYPICAL)TOOLED JOINT (TYPICAL)
EXPANSION JOINT
MATERIAL 20' O.C.REINFORCING BARS
SD 050.2.1LAST REVISED 03/11/2021TRUDELL CONSULTING ENGINEERS
BIKE RACK
36"
47
"
35
"
#4 REBAR 24"
O.C. BOTH WAYS
6"
18
"
6" PORTLAND CEMENT
PAD CLASS "A" CONCRETE
2X 0.25" X 12.75" ANCHOR RODS
18" CRUSHED STONE WRAPPED
IN 140N GEOTEXTILE FABRIC UNDISTURBED SOIL
6" P2 3/8" O.D.
GALVANIZED STEEL
SCHEDULE 40 PIPE WITH
POWDERCOAT FINISH
BLACK
NOTE:
SEE SITE PLAN FOR SIZE AND
LOCATION.
FINISHED GRADE
SD 050.2.2TRUDELL CONSULTING ENGINEERS
BIKE RACK LAYOUT
30"
O.C.
8'
30
"
24"
30
"
24"
16'-8"
CONCRETE PAD
BIKE RACK LOOP - INVERTED U
NOTES:
1.OVERALL CONCRETE PAD WIDTH WILL VARY BASED ON NUMBER OF LOOPS.
2.1 LOOP = 2 BICYCLE PARKING SPACES.
3.SEE SITE PLAN FOR SIZE AND LOCATION.
LAST REVISED 03/03/2021 SD 010.7.1LAST REVISED 03/09/2021TRUDELL CONSULTING ENGINEERS
APBA PARKING GUIDELINE PLAN VIEW
72"
24"
48"
(36" min)
96" RECOMMENDED TO OBSTRUCTION
(36" PREFERRED WHEN
ADJACENT TO AUTO
PARKING)
BIKE RACK
SD 050.1.1
1"=1'
LAST REVISED 03/10/2021TRUDELL CONSULTING ENGINEERS
REINFORCED CONCRETE PAD
CLASS A CONCRETE SLAB, BROOM FINISH
#4 REINFORCING BARS 12" O.C. BOTH WAYS,
3" CLEAR
18" CRUSHED STONE
COMPACTED SUBBASE
SIZE VARIES
SEE SITE PLAN
3/4" CHAMFER
(TYPICAL)
8"
140N GEOTEXTILE FABRIC
OR EQUAL AROUND STONE
FINISHED GRADE, SEE SITE PLAN FOR
FINISHED GRADE
NOTE:
CONTRACTOR TO COORDINATE KNOCKOUT LOCATIONS
IN CONCRETE FOR CONDUITS IF APPLICABLE.
UNDISTURBED SOIL
SD 020.X.XLAST REVISED 12/26/2023TRUDELL CONSULTING ENGINEERS
7.5
%
M
A
X
.
RAMP
SIDEW
A
L
K
1.5%
M
A
X
.
7.5%
M
A
X
.
RAMP
SID
E
W
A
L
K
1.5
%
M
A
X
.
12" MAX.
BACK CURB HEIGHT
SIDEWALK AND CURB RAMP DETAIL
PARALLEL RAMP BACK TREATMENT - SIDE CONFIGURATION
NOTE:
1.SIDEWALK AND CURB RAMP TO MATCH TECHNICAL REQUIREMENTS IN CHAPTER R3 OF THE
CURRENT U.S. ACCESS BOARD PUBLIC RIGHT-OF-WAY ACCESSIBILITY GUIDELINES.
1 04/15/2024 CMLStaff Comments
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
No. 8917
CIVILP
R
O
F
E
SSIONAL E N G I NEER
LICEN S E D
JENNI F E R ANN DESA
U
T
E
L
S
ST A T E O F VER
M
O
N
T
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
PARCEL ID: 1540-00760 SPAN: 600-188-10694
Site Details
C8-02
03/01/2024
22-523
PJM
CMJ
JAD
Shelburne & Swift
760 & 764 Shelburne Rd. &
31 Swift St.
South Burlington, VT
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
No. 8917
CIVILP
R
O
F
E
SSIONAL E N G I NEER
LICEN S E D
JENNI F E R ANN DESA
U
T
E
L
S
ST A T E O F VER
M
O
N
T
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
PARCEL ID: 1540-00760 SPAN: 600-188-10694
Site Details
C8-03
03/01/2024
22-523
PJM
CMJ
JAD
Shelburne & Swift
760 & 764 Shelburne Rd. &
31 Swift St.
South Burlington, VT
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
No. 8917
CIVILP
R
O
F
E
SSIONAL E N G I NEER
LICEN S E D
JENNI F E R ANN DESA
U
T
E
L
S
ST A T E O F VER
M
O
N
T
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
PARCEL ID: 1540-00760 SPAN: 600-188-10694
Water Details
C8-04
03/01/2024
22-523
PJM
CMJ
JAD
Shelburne & Swift
760 & 764 Shelburne Rd. &
31 Swift St.
South Burlington, VT
W 000.1.1LAST REVISED 02/04/2021TRUDELL CONSULTING ENGINEERS
TESTING WATER MAINS AND HYDRANTS
*ALL TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE TOWN ENGINEER OR PUBLIC WORKS DEPARTMENT IF
APPLICABLE OR PRIVATE OWNER/OPERATOR AND PROJECT ENGINEER (AS DESIGNATED BY OWNER). CONTRACTOR
SHALL PRE-TEST SUCCESSFULLY PRIOR TO CONTACTING PROJECT ENGINEER. THE PRE-TEST IS TO ENSURE PASSING
RESULTS PRIOR TO OFFICIAL TESTING OBSERVATION.
A.AFTER THE PIPE HAS BEEN LAID AND 7 DAYS AFTER THE CONCRETE THRUST BLOCKS AND ANCHORS HAVE BEEN
PLACED, THE WATER MAIN SHALL BE HYDROSTATICALLY TESTED ACCORDING TO THE LATEST EDITION OF THE
AWWA SPECIFICATION C-600, AND VERMONT PLUMBING RULES.
B.CONTRACTOR SHALL SUPPLY ALL NECESSARY APPARATUS TO PERFORM THE HYDROSTATIC TEST.
C. TEST PRESSURE SHALL BE 200 POUNDS PER SQUARE INCH OR 1.5 TIMES THE WORKING PRESSURE MEASURED AT
OR NEAR THE HIGH POINT IN THE SYSTEM, WHICHEVER IS GREATER. TEST SHALL BE A MINIMUM OF 2 HOURS IN
DURATION. TESTING ALLOWANCE SHALL BE DEFINED AS THE VOLUME OF WATER THAT MUST BE SUPPLIED INTO
THE NEWLY LAID PIPE OR ANY VALVED SECTION THEREOF TO MAINTAIN PRESSURE WITHIN 5 PSI (34.5 kPa) OF THE
SPECIFIED TEST PRESSURE AFTER THE PIPE HAS BEEN FILLED WITH WATER AND THE AIR HAS BEEN EXPELLED. THE
TESTING ALLOWANCE SHALL NOT EXCEED THE ALLOWABLE LEAKAGE (L) OR ELSE THE SECTION OF PIPE BEING
TESTED WILL BE CONSIDERED FAILED. TESTING ALLOWANCE SHALL NOT BE MEASURED BY A DROP IN PRESSURE IN
A TEST SECTION OVER A PERIOD OF TIME. REFER TO PIPE MANUFACTURERS RECOMMENDED TESTING
PROCEDURE INCLUDING PIPE STABILIZATION PRIOR TO START OF TEST.
D.THE PROJECT ENGINEER AND THE MUNICIPALITY SHALL BE CONTACTED 48 HOURS PRIOR TO TESTING.
E.ALL VALVES SHOULD BE VERIFIED AS BEING OPEN OR CLOSED AS APPROPRIATE FOR THE PORTION OF THE
WATER MAIN BEING TESTED.
F.ALLOWABLE LEAKAGE SHALL BE COMPUTED BY THE FORMULA: L=(S x D x √P)/148,000 WHERE L IS LEAKAGE IN
GALLONS PER HOUR, S IS THE LENGTH OF PIPE TESTED IN FEET, D IS THE NOMINAL DIAMETER OF THE PIPE IN
INCHES AND P IS THE AVERAGE TEST PRESSURE IN POUNDS PER SQUARE INCH DURING THE TEST.
G.REPLACE AND RETEST ANY WORK FOUND TO BE DEFECTIVE AFTER FAILED TEST AT NO EXPENSE TO OWNER AND
RETEST UNTIL SYSTEM PASSES
A.AFTER TESTING THE WATER MAINS, OPEN THE HYDRANT FULLY AND FILL WITH WATER. TO PREVENT CAPS FROM
BEING BLOWN OFF, VENT AIR FROM ONE OF THE CAPS WHILE IT IS BEING FILLED. WHEN ALL THE AIR HAS
ESCAPED, TIGHTEN THE CAP.
B.ALLOW THE PRESSURE TO BUILD UP TO MAIN LINE PRESSURE AND CHECK FOR LEAKAGE AT FLANGES, NOZZLES
AND THE OPERATING STEM. RECORD STATIC PRESSURE IN PSI.
C.FLOW HYDRANT AND RECORD FLOW RATE IN GPM AND RESIDUAL PRESSURE IN PSI. SUBMIT RESULTS TO PROJECT
ENGINEER.
D.CLOSE THE HYDRANT, REMOVE ONE NOZZLE CAP AND PLACE THE PALM OF YOUR HAND OVER THE OPENING.
DRAINAGE SHOULD CREATE A NOTICEABLE SUCTION. IF NO SUCTION OR HYDRANT DOESN'T HAVE DRAIN,
MANUALLY PUMP WATER OUT OF BARREL.
E.AT PROJECT ENGINEER DISCRETION, ASSIST WITH FLOW TESTING. ENGINEER TO RECORD STATIC AND RESIDUAL
PRESSURE AS WELL AS FLOW RATE.
TESTING WATER MAINS
TESTING HYDRANTS (IF APPLICABLE)
W 000.2.2LAST REVISED 02/04/2021TRUDELL CONSULTING ENGINEERS
DISINFECTION OF WATER SYSTEM
*ALL TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE TOWN ENGINEER OR PUBLIC WORKS
DEPARTMENT AND PROJECT ENGINEER (AS DESIGNATED BY OWNER).
A. PRIOR TO BEING PUT INTO SERVICE, WATER MAINS SHALL BE DISINFECTED ACCORDING TO THE
LATEST EDITION OF AWWA SPECIFICATION C-651. THE TABLET METHOD IN AWWA STANDARD 651 IS
NOT ACCEPTABLE.
B. THE NEW LINE SHALL BE FLUSHED AT A VELOCITY OF NOT LESS THAN 2.5 FEET PER SECOND (OPEN
2-1/2 INCH HYDRANT CONNECTION). FLUSH FOR A PERIOD DETERMINED BY THE PROJECT ENGINEER
FOR THE LENGTH OF MAIN TO BE DISINFECTED.
C. CHLORINATION SHALL BE ACCOMPLISHED BY INTRODUCING A SODIUM HYPOCHLORITE SOLUTION
FOR A RESULTANT CONCENTRATION OF GREATER THAN 25 PARTS PER MILLION OF FREE CHLORINE.
D. USING A NOZZLE AT EACH END HYDRANT, CONTROL THE RATE OF FLOW INTO THE NEW MAIN AND
PROPORTIONALLY FEED THE SODIUM HYPOCHLORITE SOLUTION INTO THE MAIN. AFTER THE SOLUTION
HAS REACHED ALL POINTS IN THE SYSTEM, CLOSE THE VALVE SUPPLYING WATER FROM THE EXISTING
MAIN AND THE END HYDRANTS. MAINTAIN THE HEAVILY CHLORINATED WATER IN THE MAIN FOR 24
HOURS DURING WHICH TIME ALL MAIN LINE VALVES SHOULD BE OPERATED. AFTER 24 HOURS THE
MINIMUM CHLORINE RESIDUAL MUST BE AT LEAST 10 PARTS PER MILLION.
E. FLUSH HEAVILY CHLORINATED WATER FROM THE LINE AND REFILL THE LINE FOR SERVICE (USE
CHLORINE DIFFUSER). TAKE AND SUBMIT TWO BACTERIOLOGICAL SAMPLES (TAKEN 24 HOURS APART)
OF THE WATER TO THE STATE OF VERMONT OR A STATE APPROVED TESTING LABORATORY. IF THE
RESULTS ARE UNSATISFACTORY, THE DISINFECTION PROCEDURE WILL BE REPEATED UNTIL
SATISFACTORY RESULTS ARE OBTAINED.
F. FINISHED WATER STORAGE STRUCTURES SHALL BE DISINFECTED IF APPLICABLE, IN ACCORDANCE
WITH CURRENT AWWA STANDARD C652. TWO OR MORE SUCCESSIVE SETS OF SAMPLES, TAKEN AT 24
HOUR INTERVALS, SHALL INDICATE MICROBIOLOGICALLY SATISFACTORY WATER BEFORE THE FACILITY
IS PLACES INTO OPERATION.
G. DISPOSAL OF HEAVILY CHLORINATED WATER FROM THE DISINFECTION PROCESS SHALL BE
DE-CHLORINATED OR OTHERWISE HANDLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE
VERMONT AGENCY OF NATURAL RESOURCES.
H. THE DISINFECTION PROCEDURE (AWWA CHLORINATION METHOD 3, SECTION 4.3 C652) WHICH
ALLOWS USE OF THE CHLORINATED WATER HELD IN THE STORAGE TANK FOR DISINFECTION PURPOSES
IS NOT RECOMMENDED. WHEN THAT PROCEDURE IS USED, IT IS REQUIRED THAT THE INITIAL HEAVILY
CHLORINATED WATER BE PROPERLY DISPOSED IN ORDER TO PREVENT RELEASE OF WATER WHICH
MAY CONTAIN VARIOUS CHLORINATED ORGANIC COMPOUNDS INTO THE DISTRIBUTION SYSTEM.
DISINFECTING WATER MAINS AND SYSTEMS
W 000.2.1LAST REVISED 03/08/2021TRUDELL CONSULTING ENGINEERS
CONTRACTOR'S CERTIFICATION REQUIRED
PRIOR TO THE DESIGN ENGINEER CERTIFYING THAT THE INSTALLATION HAS BEEN INSTALLED IN
ACCORDANCE WITH THE PERMITTED DESIGN, THE CONTRACTOR SHALL PROVIDE A
CERTIFICATION THAT THE WATER SYSTEM WAS INSTALLED AND TESTED IN ACCORDANCE WITH
THE APPROVED DESIGN PLANS. STATE PERMITS REQUIRE THERE SHALL BE NO DEVIATIONS
FROM THE APPROVED PLANS WITHOUT PRIOR APPROVALS. THE DESIGN ENGINEER SHALL BE
NOTIFIED AND ALLOWED TO OBSERVE THE CRITICAL PHASES OF CONSTRUCTION INCLUDING
ANY REQUIRED TESTS. LIKEWISE, THE DESIGN ENGINEER SHALL BE NOTIFIED OF ANY
DEVIATIONS FROM THE APPROVED PLANS. SINCE THE DESIGN ENGINEER DOES NOT
CUSTOMARILY OBSERVE ALL PHASES OF THE WORK, OR ALL TESTING, HE MAY RELY ON THE
CONTRACTOR'S CERTIFICATION AS THE BASIS FOR FINAL CERTIFICATION. THE CONTRACTOR
SHALL THEREFORE SIGN AND RETURN A COPY OF THE FOLLOWING CERTIFICATION UPON
COMPLETION OF THE WORK:
"I HEREBY CERTIFY THAT I HAVE INSTALLED, PROPERLY TESTED, AND SUCCESSFULLY PASSED
THOSE TESTS, AND THE WATER SYSTEM(S) ARE BUILT IN ACCORDANCE WITH THE APPROVED
DESIGN PLANS AND APPLICABLE PERMIT CONDITIONS."
THE CONTRACTOR CERTIFICATION INCLUDES SUPPLIERS AND SUB-CONTRACTORS
CONTRACTOR NAME:
AUTHORIZED AGENTS NAME:
SIGNATURE: DATE:
NOTE ANY DEVIATIONS FROM APPROVED PLANS HERE:
NOTE: THE CERTIFICATION AND THE PROJECT ENGINEER'S SUBSEQUENT CERTIFICATION DOES NOT
VOID THE CONTRACTOR FROM REPAIR OR REPLACEMENT OF DISCREPANCIES DISCARDED AT A
LATER DATE. THE CONTRACTOR REMAINS RESPONSIBLE, INCLUDING CUSTOMARY GUARANTEE
AND WARRANTY PERIODS.
CONTRACTOR'S CERTIFICATION FOR WATER SYSTEM
1 04/15/2024 CMLStaff Comments
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
No. 8917
CIVILP
R
O
F
E
SSIONAL E N G I NEER
LICEN S E D
JENNI F E R ANN DESA
U
T
E
L
S
ST A T E O F VER
M
O
N
T
Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
PARCEL ID: 1540-00760 SPAN: 600-188-10694
Sanitary Details
C8-05
03/01/2024
22-523
PJM
CMJ
JAD
Shelburne & Swift
760 & 764 Shelburne Rd. &
31 Swift St.
South Burlington, VT
TYPICAL SEWER TRENCH
D + 24"
FOR GRASSED
AREAS
FOR GRAVEL or
PAVED SURFACES
SEED AND MULCH,
OVERFILL FOR SETTLEMENT
GRADE AT 2:1 SLOPE
WHEN DEPTH EXCEEDS 5'
BACKFILL FREE OF ORGANIC OR FROZEN MATERIAL.
COMPACTED TO 90% DENSITY STANDARD PROCTOR IN
GRASSED AREAS
INITIAL 12" OF SELECT BACKFILL FREE OF ORGANIC OR
FROZEN MATERIAL COMPACTED TO 95% DENSITY
STANDARD PROCTOR IN GRASSED AREAS
WHERE MIN. COVER OF 5' CAN NOT BE MAINTAINED
COVER SEWER MAIN WITH 2" RIGID INSULATION (TOP &
SIDES). PLACE INSULATION AT ALL ROAD, DRIVE AND
SIDEWALK CROSSINGS. EXTEND RIGID INSULATION 10'
BEYOND CROSSINGS IN BOTH DIRECTIONS
SEWER MAIN (SEE SITE PLAN FOR SIZE & PIPE MATERIALS)
INSTALL TO MANUFACTURER'S REQUIREMENTS.
CLASS I BEDDING 3/4" CRUSHED STONE
NOTES:
1.LENGTH OF OPEN TRENCH SHALL BE KEPT TO A
MINIMUM.
2.IF UNSUITABLE MATERIAL IS REMOVED BELOW BEDDING,
REPLACE WITH MATERIAL APPROVED BY ENGINEER AND
COMPACT TO 95% MAXIMUM DENSITY.
3.NO MECHANICAL TAMPERS SHALL BE USED DIRECTLY
OVER PIPE TO INSURE PIPE IS NOT DAMAGED.
4.BEDDING TO PROVIDE FIRM, STABLE,
CONTINUOUS AND UNIFORM SUPPORT FOR THE FULL
LENGTH OF PIPE.
5.INSTALL TO STRICTEST INTERPRETATION OF
REQUIREMENTS (PLANS, SPECS & MANUFACTURER)
BACKFILL MATERIAL TO MATCH STRUCTURAL ROADWAY
GRAVEL, SEE ROADWAY SECTION. COMPACTED TO
95% DENSITY STANDARD PROCTOR
ALL BACKFILL TO BE COMPACTED IN 6" to 12" LIFTS
HAUNCHING
BEDDING
BACKFILL
BACKFILL
℄
6"
D
6"
12
"
SE
E
R
O
A
D
W
A
Y
S
E
C
T
I
O
N
S
DE
P
T
H
V
A
R
I
E
S
-
4
'
M
I
N
I
M
U
M
C
O
V
E
R
I
N
G
R
A
S
S
E
D
A
R
E
A
S
5'
M
I
N
I
M
U
M
C
O
V
E
R
I
N
P
A
V
E
D
A
R
E
A
S
DETECTABLE METALLIC WARNING TAPE LABELED "SEWER"
INSULATION SHALL BE FULL WIDTH
OF TRENCH
TRUDELL CONSULTING ENGINEERS LAST REVISED 07/21/2021 S-010.1.1
3/4" = 1'-0"TYPICAL SEWER SERVICE TRENCH
24"
TOPSOIL, SEED, AND MULCH,
OVERFILL FOR SETTLEMENT
TOP OF SUBGRADE
INITIAL BACKFILL TO BE FREE OF
DEBRIS, STONES, ORGANIC REFUSE,
OR FROZEN SOIL. COMPACT SOIL IN
12" LIFTS TO 90% STANDARD PROCTOR
WHERE 4' OF COVER CANNOT BE
MAINTAINED, COVER SEWER MAIN WITH
2" RIGID INSULATION BOARD ON TOP
AND SIDES OF TRENCH. FOR ALL BURY
DEPTHS, USE 4" RIGID INSULATION BOARD
AT ALL ROAD, DRIVE, SIDEWALK AND
PARKING LOT CROSSINGS. EXTEND
INSULATION FOAM 10' BEYOND BOTH
DIRECTIONS
CLASS 1 BEDDING TO TOP OF PIPE 3/4"
STONE OR CLASS 2 BEDDING COARSE
SAND & GRAVEL W/ MAXIMUM
PARTICLE SIZE OF 1 1/2"
SEWER SERVICE (SEE PLAN)
SDR 35 PVC
APPROVED BACKFILL
COMPACTED IN 12" LIFTS
2'
4'
M
I
N
.
C
O
V
E
R
DE
P
T
H
V
A
R
I
E
S
4"
INSULATION FULL WIDTH
OF TRENCH
TRUDELL CONSULTING ENGINEERS LAST REVISED03/08/2021 S-010.1.2
3/4"=1'
S-020.2.1
1"=1'
LAST REVISED 07/21/2021TRUDELL CONSULTING ENGINEERS
TYPICAL SEWER CLEANOUT
SEW
E
R
COVER WITH LIFT HOLE GENERAL
FOUNDRY MODEL 11181,
LEBARON R-808 OR EQUAL
(PLAN VIEW)
CAST IRON CLEANOUT RING AND
COVER OR EQUAL
4" PVC SDR 35 RISER
4" PVC SDR 35 ELBOW
4"x4"x4" or
6"x6"x4" PVC
SDR 35 45° WYE
4" OR 6" SDR 35 PVC PIPE
SEE SITE PLAN FOR SIZE
4" or 6"FLOW FLOW
LAWN
PROVIDE THREADED PVC CAP
EXISTING SOIL
2500 PSI CONCRETE, 18" SQUARE
8"
TYPICAL SEWER MANHOLE (PROFILE)
WITH 30" DIA. COVER
32
"
M
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.
56
"
M
A
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.
VA
R
I
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S
30
"
GROUT FRAME TO TOP
ECCENTRIC CONICAL TOP SECTION
PRECAST CONCRETE ADJUSTING
RING MINIMUM 4 INCHES,
MAXIMUM 12 INCHES
HEAVY DUTY FRAME & LID HS20
LOADING REQUIRED MARKED
"SEWER" WITH INTEGRAL GASKET,
NEENAH R-1743 OR EQUAL
BUTYL RUBBER SEAL TO ALL JOINTS
COAT ENTIRE OUTSIDE WITH ASPHALT
SEALANT UNLESS WAIVED BY PROJECT
ENGINEER AND PUBLIC WORKS
3/4" CRUSHED STONE FOR SUBBASE OR
AS REQUIRED BY ENGINEER IF WET AND
OR UNSTABLE CONDITIONS EXIST
UNDISTURBED SOIL
PREFORMED BASE CHANNEL, SLOPE TOP
2" TO SIDE OR CAST IN PLACE INVERT
USE MANHOLE STUBS FOR ALL PIPES
COPOLYMER POLYPROPYLENE PLASTIC
RUNGS WITH 1/2" GRADE STEEL
REINFORCEMENT OR
EQUAL, 12" O.C.
48" DIA.
MANHOLE NOTES:
1.PROVIDE SMOOTH SWEEPING
TRANSITIONS BETWEEN INVERTS OF
INTERSECTING PIPES. NO SHARP BENDS.
2.IF DEPTH OF MANHOLE IS LESS THAN 7
FEET FROM RIM TO INVERT, THEN A FLAT
TOP WILL BE INSTALLED. IF DEPTH IS 7 FEET
OR MORE, THEN A CONICAL TOP WILL BE
INSTALLED.
3.FORM INVERT TO SAME RADIUS AS
LARGEST PIPE LEAVING MANHOLE.
4.IF MUNICIPAL STANDARDS ARE DIFFERENT
CONTACT ENGINEER TO MAKE DESIGN
ADJUSTMENTS TO MATCH LOCAL
REQUIREMENTS.
5.PRIOR TO BACKFILL, TEST MANHOLE FOR
WATER TIGHTNESS IN ACCORDANCE
WITH TESTING REQUIREMENTS. SEE DETAIL.
6.ADJUST RIM AS NEEDED TO MATCH FINAL
ROAD GRADE, IF APPLICABLE.
SLOPE FRAME AND LID TO MATCH
ROAD GRADES
REFER TO ROAD SECTIONS FOR
DEPTH OF SUBGRADE AND
ROADWAY MATERIALS
PAVED
AREAS
UNPAVED
AREAS
30" DIA.
8"
GROUT AROUND INVERT
AT TROUGH INTERFACE
TO PROVIDE SMOOTH
FLOW PATH
5"
12
"
STAINLESS STEEL CLAMP
MANHOLE BOTTOM
GRAVEL BACKFILL AROUND STRUCTURE
COMPACTED IN 6" LIFTS TO 95% DENSITY
STANDARD PROCTOR, UNLESS
INDICATED OTHERWISE
6 1
TRUDELL CONSULTING ENGINEERS
FLEXIBLE RUBBER BOOT
LAST REVISED 09/24/2021
1/2" = 1'-0"
S-060.1.1
CL
CONFINED SPACE DO NOT
ENTER WITHOUT FOLLOWING
OSHA CONFINED SPACE
ACCESS REGULATIONS
IMPACT NOTE ON NATIONAL
PRECAST CONCRETE ASSOCIATION
(NPCA):
PRIOR TO ORDERING SUPPLY THE PROJECT
ENGINEER WITH SHOP DRAWINGS. PRECAST
CONCRETE TO BE SUPPLIED BY NPCA
CERTIFIED PRECAST CONCRETE PLANTS IN
GOOD STANDING, TO ENSURE QUALITY
ASSURANCE.
LID HS20 LOADING
LETTERED "SEWER"
S-060.1.2
1/2" = 1'
LAST REVISED 12/24/2020TRUDELL CONSULTING ENGINEERS
SEWER CONNECTION TO EXISTING MANHOLE
LC
5"
SET CORE AND GASKET
SEAL TO PLACE PIPE
INVERT AT TABLE LEVEL
48" DIA.
NEW SEWER MAIN
POSITIVE SEAL GASKET SYSTEM
WITH POWER SLEEVE EXPANSION.
ENGINEER TO OBSERVE CONNECTION.
EXISTING SEWER MAIN
GASKETED 22°
ELBOW
DI
R
E
C
T
I
O
N
O
F
F
L
O
W
PLAN 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
TESTING GRAVITY SEWERS
AIR TESTING SEWERS
3
8
10
4
6
0.2
0.3
0.7
1.2
1.5
TESTING SHALL BE DONE IN ACCORDANCE WITH EPR CH. 1 1-1003(o)(2) PAGE 156.
A.TEST THE GRAVITY SEWER BY A PRESSURIZED AIR TEST BETWEEN CONSECUTIVE MANHOLES. PLUG ALL OPENINGS OF THE TEST SECTION AND CONNECT THE
AIR CONTROL EQUIPMENT TO THE TAPPED END.
B.SUPPLY AIR SLOWLY TO THE PIPE UNTIL REACHING A CONSTANT PRESSURE OF 4.0 PSI GREATER THAN THE AVERAGE PRESSURE OF ANY SURROUNDING
GROUNDWATER. PRESSURE WILL NORMALLY DROP AS TEMPERATURE STABILIZES. SUPPLY THE AIR SO THAT THE PRESSURE REMAINS ABOVE 3.0 PSI FOR AT
LEAST 5 MINUTES DURING TEMPERATURE STABILIZATION. USE A PRESSURE GAUGE HAVING A RANGE FROM 0 TO 5 PSI. THE GAUGE SHOULD HAVE MINIMUM
DIVISIONS OF 0.1 PSI AND AN ACCURACY OF +- 0.04 PSI. REGULATE THE AIR PRESSURE TO PREVENT IT FROM EXCEEDING 5.0 PSI.
C.AFTER STABILIZATION, ADJUST PRESSURE TO 3.5 PSI OR ABOVE AND SHUT OFF AIR SUPPLY. START THE STOP WATCH. THE TIME REQUIRED FOR THE TEST IS
DEPENDENT ON PIPE DIAMETER PER TOTAL LENGTH OF PIPE BEING TESTED AND MUST BE AT LEAST:
D.IF THE SECTION OF LINE TO BE TESTED INCLUDES MORE THAN ONE PIPE SIZE, CALCULATE THE TEST TIME FOR EACH SIZE AND ADD THE TEST TIMES TO EQUAL
THE TOTAL SECTION TEST TIME.
E.IF THERE IS GROUND WATER ABOVE THE SEWER LINE THE AIR TEST PRESSURE WILL BE INCREASED BY 0.5 PSI FOR EACH FOOT OF WATER ABOVE THE INVERT OF
THE PIPE. DIFFERENCES DUE TO AIR TEMPERATURE AND BAROMETRIC PRESSURE WILL BE CONSIDERED NEGLIGIBLE.
F.IF THE PRESSURE DROPS MORE THAN 1 PSI DURING THE TEST TIME, THE PIPE WILL HAVE FAILED AND ADEQUATE REPAIRS AND RETESTING WILL BE REQUIRED AT
NO EXPENSE TO OWNER.
G.IT IS NOT NECESSARY TO HOLD THE TEST FOR THE WHOLE PERIOD WHEN IT IS CLEARLY EVIDENT THAT THE RATE OF AIR LOSS IS LESS THAN THE ALLOWABLE.
NOMINAL PIPE DIA.
IN INCHES
T (TIME)
MIN/100 FT.
12
15
1.8
2.1
18 2.4
21
30
33
24
27
3.0
3.6
4.2
4.8
5.4
NOMINAL PIPE DIA.
IN INCHES
T (TIME)
MIN/100 FT.
36
39
6.0
6.6
42 7.3
ALL TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE TOWN ENGINEER OR PUBLIC WORKS DEPARTMENT AND TRUDELL
CONSULTING ENGINEERS (TCE). CONTRACTOR SHALL PRE-TEST SUCCESSFULLY PRIOR TO CONTACTING ENGINEER. THE PRE-TEST
IS TO ENSURE PASSING RESULTS PRIOR TO OFFICIAL TESTING OBSERVATION.
DEFLECTION TESTING SEWERS
A.AFTER A FLEXIBLE PIPE SEWER, SUCH AS PVC, HAS BEEN BACKFILLED FOR 30 DAYS, A PIPE DEFLECTION TEST SHALL BE PERFORMED.
B.THE TEST SHALL BE CONDUCTED USING A RIGID BALL OR MANDREL HAVING A DIAMETER EQUAL TO 92.5% OF THE PIPE DIAMETER. THIS DEVICE WILL BE PULLED
THROUGH THE SEWER BY A ROPE WITHOUT THE MEANS OF MECHANICAL EQUIPMENT. THE MAXIMUM ALLOWABLE VERTICAL DEFLECTION SHALL BE 7.5%.
C. IF THE BALL OR MANDREL CANNOT BE SUCCESSFULLY PULLED THROUGH THE SEWER PIPE, THOSE SECTIONS OF PIPE NOT MEETING THE DEFLECTION
REQUIREMENTS SHALL BE EXCAVATED AND THE EMBEDMENT AND BACKFILL REPLACED. IF, IN THE OPINION OF THE ENGINEER, THE PIPE HAS BEEN DAMAGED, IT
SHALL BE REMOVED AND REPLACED.
TRUDELL CONSULTING ENGINEERS LAST REVISED 12/28/2020 S 000.1.1
TESTING MANHOLES, TANKS, AND STRUCTURES
1.ALL TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE TOWN ENGINEER OR PUBLIC WORKS DEPARTMENT AND TRUDELL CONSULTING ENGINEERS (TCE). CONTRACTOR SHALL PRE-TEST SUCCESSFULLY PRIOR TO CONTACTING
ENGINEER. THE PRE-TEST IS TO ENSURE PASSING RESULTS PRIOR TO OFFICIAL TESTING OBSERVATION.
2.EACH STRUCTURE SHALL BE TESTED BY MEANS OF A WATER TEST OR VACUUM TEST PRIOR TO THE BACKFILLING OF THE STRUCTURE. IN ANY CASE THERE SHALL BE NO VISIBLE LEAKAGE INTO THE BASE OR WALLS OF A COMPLETED
STRUCTURE.
3.AFTER THE STRUCTURE HAS BEEN ASSEMBLED IN PLACE, ALL LIFTING HOLES AND EXTERIOR JOINTS SHALL BE FILLED AND PAINTED WITH AN APPROVED NON-SHRINKING MORTAR IN MANHOLES. THE TEST SHALL BE MADE PRIOR TO PLACING
THE SHELF AND INVERT. IF THE GROUNDWATER TABLE HAS BEEN ALLOWED TO RISE ABOVE THE BOTTOM OF THE STRUCTURE, THE ENGINEER MAY DIRECT IT TO BE LOWERED FOR THE DURATION OF THE TEST. ALL PIPES AND OTHER OPENINGS
INTO THE STRUCTURE SHALL BE SUITABLY PLUGGED AND THE PLUGS BRACED TO PREVENT DISPLACEMENT.
4.IF THE CONTRACTOR ELECTS TO BACKFILL PRIOR TO WATER TESTING, FOR ANY REASON, IT SHALL BE AT HIS OWN RISK AND IT SHALL BE INCUMBENT UPON THE CONTRACTOR TO DETERMINE THE REASON FOR ANY FAILURE OF THE TEST. NO
ADJUSTMENT IN THE LEAKAGE ALLOWANCE WILL BE MADE FOR UNKNOWN CAUSES SUCH AS LEAKAGE OF PLUGS, ABSORPTION, ETC. I.E., IT WILL BE ASSUMED THAT ALL LOSS OF WATER DURING THE TEST IS A RESULT OF LEAKS THROUGH
THE JOINTS OR THROUGH THE CONCRETE. FURTHERMORE, THE CONTRACTOR SHALL TAKE ANY STEPS NECESSARY TO ASSURE THE ENGINEER THAT THE WATER TABLE IS BELOW THE BOTTOM OF THE STRUCTURE THROUGHOUT THE TEST.
5.IF THE GROUNDWATER TABLE IS ABOVE THE HIGHEST JOINT IN THE STRUCTURE, AND IF THERE IS NO LEAKAGE INTO THE STRUCTURE AS DETERMINED BY THE ENGINEER, SUCH A TEST CAN BE USED TO EVALUATE THE WATER TIGHTNESS OF THE
STRUCTURE. HOWEVER, IF THE ENGINEER IS NOT SATISFIED, THE CONTRACTOR SHALL LOWER THE WATER TABLE AND CARRY OUT THE TEST AS DESCRIBED HEREINBEFORE.
6.MANHOLE WATER TEST: THE STRUCTURE SHALL BE FILLED WITH WATER TO THE TOP OF THE RISERS, PAST ALL SEAMS. THE TANKS SHALL SIT FOR A PERIOD OF ONE HOUR TO ALLOW FOR ABSORPTION. AFTER ONE HOUR, THE STRUCTURE SHALL
BE REFILLED TO THE TOP ABOVE ALL SEAMS. THE TANK SHALL BE TESTED FOR A MINIMUM OF 6 HOURS. AT THE END OF THE 6-HOUR TEST PERIOD, THE MANHOLE SHALL BE REFILLED TO THE STARTING POINT, MEASURING THE VOLUME OF
WATER ADDED. THE VOLUME OF WATER ADDED SHALL BE CONVERTED TO A 24-HOUR RATE AND THE LEAKAGE DETERMINED ON THE BASIS OF DEPTH. THE LEAKAGE FOR EACH MANHOLE SHALL NOT EXCEED ONE GALLON PER VERTICAL
FOOT FOR A 24 HOUR PERIOD AND THERE SHALL BE NO VISIBLE INFILTRATION. REPAIRS BY APPROVED METHODS MAY BE MADE, AS DIRECTED BY THE ENGINEER, TO BRING THE LEAKAGE WITHIN ALLOWABLE RATE OF ONE GALLON PER
FOOT PER DAY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO UNCOVER THE MANHOLE, AS NECESSARY, AND TO DISASSEMBLE, RECONSTRUCT OR REPLACE IT AS DIRECTED BY THE ENGINEER. THE MANHOLE SHALL THEN BE
RETESTED.
7.TANK WATER TEST: THE STRUCTURE SHALL BE FILLED WITH WATER TO THE TOP OF THE RISERS, PAST ALL SEAMS. THE TANKS SHALL SIT FOR A PERIOD OF 24-HOURS TO ALLOW FOR ABSORPTION. PLASTIC, STEEL, AND FIBERGLASS TANKS DO
NOT NEED A 24-HOUR ABSORPTION PERIOD AND MAY BE TESTED IMMEDIATELY. AFTER 24-HOURS, REFILL THE TANK. IF AFTER ONE HOUR THERE IS NO MEASURABLE DROP IN FLUID LEVEL THE TANK SHALL BE CONSIDERED WATER TIGHT.
8.MANHOLE VACUUM TEST: THE CONTRACTOR SHALL FURNISH THE MANHOLE CONE SEAL, VACUUM PUMP, ALL NECESSARY GAUGES, HOSES, AND EQUIPMENT TO PERFORM THE TEST.
8.1.MANHOLES THAT HAVE BEEN BACKFILLED SHALL BE EXCAVATED TO EXPOSE THE ENTIRE EXTERIOR OR THE WATER TEST SHALL BE USED.
8.2.A PLATE WITH AN INFLATABLE RUBBER RING THE SIZE OF THE TOP OF THE MANHOLE SHALL BE INSTALLED BY INFLATING THE RING WITH AIR TO A PRESSURE ADEQUATE TO PREVENT LEAKAGE OF AIR BETWEEN THE RUBBER RING AND THE
MANHOLE WALL.
8.3.PUMP THE AIR OUT OF THE MANHOLE THROUGH AN OPENING IN THE TEST PLATE UNTIL A VACUUM IS CREATED INSIDE THE MANHOLE EQUAL TO 10 INCHES OF MERCURY USING AN APPROVED VACUUM GAUGE. THEN STOP THE
REMOVAL OF AIR AND BEGIN THE TEST.
8.4.THE VACUUM DROP SHALL NOT EXCEED 1 INCH OF MERCURY OVER A 2 MINUTE PERIOD FOR MANHOLES 0-10' DEEP, OVER 2.5 MINUTES FOR MANHOLES 10.1-15' DEEP, AND OVER 3 MINUTES FOR MANHOLES DEEPER THAN 15'. IF
MORE THAN A 1 INCH DROP OCCURS WITHIN 2 MINUTES, THE MANHOLE HAS FAILED THE TEST, AND IT SHALL BE REPAIRED OR RECONSTRUCTED AND THEN RETESTED UNTIL IT PASSES AT NO EXPENSE TO OWNER.
9.TANK VACUUM TEST:
9.1.USING A VACUUM TEST, SEAL THE EMPTY TANK AND RISERS AND APPLY A VACUUM TO 4 INCHES (100 MM) OF MERCURY. THE TANK IS CONSIDERED WATERTIGHT IF 90% OF THE VACUUM IS HELD FOR 5 MINUTES PER ASTMC1277-13
SEPTIC TANKS.
10.BACKFILL AROUND THE STRUCTURE UPON SATISFACTORY TEST RESULTS.
TRUDELL CONSULTING ENGINEERS LAST REVISED 12/28/2020 S 000.1.3 S 000.2.1LAST REVISED 12/28/2020TRUDELL CONSULTING ENGINEERS
CONSTRUCTION NOTES FOR CONTRACTOR & CLIENT/OWNER
1.CONTRACT DOCUMENTS:THESE PLANS WERE PREPARED BY TRUDELL CONSULTING ENGINEERS (TCE) AND ARE INTENDED TO BE USED IN CONJUNCTION WITH THE STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT,
#C-700 PREPARED BY THE ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE (EJCDC), LATEST EDITION. COPIES ARE AVAILABLE AT WWW.NSPE.ORG/EJCDC
2.UNDERGROUND IMPROVEMENTS: THE LOCATION OF EXISTING UNDERGROUND UTILITIES AND IMPROVEMENTS SHOWN ARE ASSUMED BASED ON RESEARCH, UTILITY PLANS PROVIDED BY OTHERS, AND/OR SURFACE EVIDENCE AVAILABLE
AND WERE OBTAINED IN A MANNER CONSISTENT WITH THE ORDINARY STANDARD OF PROFESSIONAL CARE AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE DESIGN ENGINEER.
3.DIFFERING SUBSURFACE OR PHYSICAL CONDITIONS: IF CONTRACTOR BELIEVES THAT ANY SUBSURFACE OR PHYSICAL CONDITION AT OR CONTIGUOUS TO THE SITE THAT IS UNCOVERED OR REVEALED EITHER: (1) IS OF SUCH A NATURE AS
TO ESTABLISH THAT ANY “TECHNICAL DATA” ON WHICH CONTRACTOR RELIED IS MATERIALLY INACCURATE; OR (2) IS OF SUCH A NATURE AS TO REQUIRE A CHANGE IN THE PLANS/ CONTRACT DOCUMENTS; OR (3) DIFFERS MATERIALLY
FROM THAT SHOWN OR INDICATED IN THE PLANS/CONTRACT DOCUMENTS; OR (4) IS OF AN UNUSUAL NATURE, AND DIFFERS MATERIALLY FROM CONDITIONS ORDINARILY ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN
WORK OF THE CHARACTER PROVIDED FOR IN THE PLANS/CONTRACT DOCUMENTS; THEN CONTRACTOR SHALL, PROMPTLY AFTER BECOMING AWARE THEREOF AND BEFORE FURTHER DISTURBING THE SUBSURFACE OR PHYSICAL
CONDITIONS OR PERFORMING ANY WORK IN CONNECTION THEREWITH (EXCEPT IN AN EMERGENCY), NOTIFY OWNER AND ENGINEER ABOUT SUCH CONDITION. CONTRACTOR SHALL NOT FURTHER DISTURB SUCH CONDITION OR
PERFORM ANY WORK IN CONNECTION THEREWITH (EXCEPT AS AFORESAID) UNTIL RECEIPT OF WRITTEN ORDER TO DO SO. ALL PARTIES INVOLVED (OWNER, ENGINEER, ARCHITECT, AND MUNICIPALITY IF APPLICABLE) SHALL AGREE UPON
HOW TO PROCEED AND ANY RELATED COST IMPLICATIONS.
4.UTILITIES: PRIVATE AND PUBLIC UTILITIES SUCH AS ELECTRIC, TELEPHONE, GAS, CABLE, FIBER OPTIC ETC. ARE THE RESPONSIBILITY OF THE RESPECTIVE UTILITY COMPANY. ANY INFORMATION SHOWN BY TCE SHOULD BE CONSIDERED
PRELIMINARY (USUALLY TO ASSIST WITH PERMITTING). FINAL DESIGN, CONSTRUCTION AND MAINTENANCE ARE THE RESPONSIBILITY OF RESPECTIVE UTILITY COMPANIES. COMPLIANCE WITH EASEMENTS AND REGULATIONS (STATE AND
LOCAL) ARE THE RESPONSIBILITY OF RESPECTIVE UTILITY COMPANY.
5.DIGSAFE: IN ACCORDANCE WITH VERMONT STATE LAW (VSA TITLE 30 CHAPTER 86 AND PSB RULE 3,800) THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT DIGSAFE SYSTEMS, INC. “DIGSAFE”. AT LEAST 48 HOURS , EXCLUDING
SATURDAYS, SUNDAYS, AND LEGAL HOLIDAYS, BUT NOT MORE THAN 30 DAYS BEFORE COMMENCING EXCAVATION ACTIVITIES, EXCEPT IN AN EMERGENCY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRE-MARKING THE SITE AND
MAINTAINING DESIGNATED MARKINGS. FOR MORE INFORMATION ON DIGSAFE REQUIREMENTS SEE WWW.DIGSAFE.COM .
6.JOBSITE SAFETY: NEITHER THE PROFESSIONAL ACTIVITIES OF TRUDELL CONSULTING ENGINEERS (TCE), NOR THE PRESENCE OF TCE OR ITS EMPLOYEES AND SUB CONSULTANTS AT A CONSTRUCTION SITE, SHALL RELIEVE THE GENERAL
CONTRACTOR AND ANY OTHER ENTITY OF THEIR OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR
PERFORMING, SUPERINTENDING OR COORDINATING ALL PORTIONS OF THE WORK OF CONSTRUCTION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH OR SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY
AGENCIES. TCE AND ITS PERSONNEL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR OTHER ENTITY OR THEIR EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY
PRECAUTIONS. THE CLIENT AGREES THAT THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR JOBSITE SAFETY, AND WARRANTS THAT THIS INTENT SHALL BE MADE EVIDENT IN THE CLIENT'S AGREEMENT WITH THE GENERAL
CONTRACTOR. THE CLIENT ALSO AGREES THAT THE CLIENT, TCE AND TCE'S CONSULTANTS SHALL BE INDEMNIFIED AND SHALL BE MADE ADDITIONAL INSURED UNDER THE GENERAL CONTRACTOR'S GENERAL LIABILITY INSURANCE POLICY.
7.CODES AND STANDARDS COMPLIANCE:TCE SHALL EXERCISE USUAL AND CUSTOMARY PROFESSIONAL CARE IN ITS EFFORTS TO COMPLY WITH CODES, STANDARDS, REGULATIONS, AND ORDINANCES IN EFFECT. THE OWNER
ACKNOWLEDGES THAT SUCH REQUIREMENTS MAY BE SUBJECT TO VARIOUS AND CONTRADICTORY INTERPRETATIONS. TCE, THEREFORE, WILL USE ITS REASONABLE PROFESSIONAL EFFORTS AND JUDGMENT TO INTERPRET APPLICABLE
REQUIREMENTS AS THEY APPLY TO THE PROJECT. TCE, HOWEVER, CANNOT AND DOES NOT WARRANT OR GUARANTEE THAT THE PROJECT WILL COMPLY WITH ALL INTERPRETATIONS OF SUCH REQUIREMENTS.
8.CONSTRUCTION OBSERVATION: TCE MAY VISIT THE PROJECT AT APPROPRIATE INTERVALS DURING CONSTRUCTION TO BECOME GENERALLY FAMILIAR WITH THE PROGRESS AND QUALITY OF THE CONTRACTOR'S WORK AND TO
DETERMINE IF THE WORK IS PRECEDING IN GENERAL ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE OWNER HAS NOT RETAINED TCE TO MAKE DETAILED INSPECTIONS OR TO PROVIDE EXHAUSTIVE OR CONTINUOUS PROJECT
REVIEW AND OBSERVATION SERVICES. TCE DOES NOT GUARANTEE THE PERFORMANCE OF, AND SHALL NOT HAVE RESPONSIBILITY FOR, THE ACTS OR OMISSIONS OF ANY CONTRACTOR, SUB-CONTRACTOR, SUPPLIER OR ANY OTHER
ENTITY FURNISHING MATERIALS OR PERFORMING ANY WORK ON THE PROJECT. TCE SHALL NOT SUPERVISE, DIRECT OR HAVE CONTROL OVER THE CONTRACTOR'S WORK NOR HAVE ANY RESPONSIBILITY FOR THE CONSTRUCTION MEANS,
METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OF THE CONTRACTOR. IF THE OWNER DESIRES MORE EXTENSIVE PROJECT OBSERVATION OR FULL-TIME PROJECT REPRESENTATION, THE OWNER SHALL REQUEST SUCH SERVICES BE
PROVIDED BY TCE AS ADDITIONAL SERVICES.
S 000.5.2LAST REVISED 06/14/2021TRUDELL CONSULTING ENGINEERS
CONTRACTOR'S CERTIFICATION FOR WASTEWATER SYSTEM
CONTRACTOR'S CERTIFICATION REQUIRED
PRIOR TO THE DESIGN ENGINEER CERTIFYING THAT THE INSTALLATION HAS BEEN INSTALLED IN
GENERAL ACCORDANCE WITH THE PERMITTED DESIGN, THE CONTRACTOR SHALL PROVIDE A
CERTIFICATION THAT THE WASTEWATER SYSTEM WAS INSTALLED AND TESTED IN
ACCORDANCE WITH THE APPROVED DESIGN PLANS. STATE PERMITS REQUIRE THERE SHALL BE
NO DEVIATIONS FROM THE APPROVED PLANS WITHOUT PRIOR APPROVALS. THE DESIGN
ENGINEER SHALL BE NOTIFIED AND ALLOWED TO OBSERVE THE CRITICAL PHASES OF
CONSTRUCTION INCLUDING ANY REQUIRED TESTS. LIKEWISE, THE DESIGN ENGINEER SHALL BE
NOTIFIED OF ANY DEVIATIONS FROM THE APPROVED PLANS. SINCE THE DESIGN ENGINEER
DOES NOT CUSTOMARILY OBSERVE ALL PHASES OF THE WORK, OR ALL TESTING, HE MAY RELY
ON THE CONTRACTOR'S CERTIFICATION AS THE BASIS FOR FINAL CERTIFICATION. THE
CONTRACTOR SHALL THEREFORE SIGN AND RETURN A COPY OF THE FOLLOWING
CERTIFICATION UPON COMPLETION OF THE WORK:
"I HEREBY CERTIFY THAT I HAVE INSTALLED, PROPERLY TESTED, AND SUCCESSFULLY PASSED
THOSE TESTS, AND THE WASTEWATER DISPOSAL AND COLLECTION SYSTEM(S) ARE BUILT IN
GENERAL ACCORDANCE WITH THE APPROVED DESIGN PLANS AND APPLICABLE PERMIT
CONDITIONS."
THE CONTRACTOR CERTIFICATION INCLUDES SUPPLIERS AND SUB-CONTRACTORS
CONTRACTOR NAME:
AUTHORIZED AGENTS NAME:
SIGNATURE: DATE:
NOTE ANY DEVIATIONS FROM APPROVED PLANS HERE:
NOTE: THE CERTIFICATION AND THE PROJECT ENGINEER'S SUBSEQUENT CERTIFICATION DOES NOT
VOID THE CONTRACTOR FROM REPAIR OR REPLACEMENT OF DISCREPANCIES DISCOVERED AT A
LATER DATE. THE CONTRACTOR REMAINS RESPONSIBLE, INCLUDING CUSTOMARY GUARANTEE
AND WARRANTY PERIODS.
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
No. 8917
CIVILP
R
O
F
E
SSIONAL E N G I NEER
LICEN S E D
JENNI F E R ANN DESA
U
T
E
L
S
ST A T E O F VER
M
O
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Field Book:
For Local Permitting Only
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
PARCEL ID: 1540-00760 SPAN: 600-188-10694
Storm Details
C8-06
03/01/2024
22-523
PJM
CMJ
JAD
Shelburne & Swift
760 & 764 Shelburne Rd. &
31 Swift St.
South Burlington, VT
SW 010.1.1
1" = 1'
LAST REVISED 03/15/2021TRUDELL CONSULTING ENGINEERS
TYPICAL STORM DRAIN TRENCH
1'
FINISHED ROAD GRADE
D
+
8
"
1'
NOTES ON STORM DRAIN TRENCH:
A WET TRENCH SHALL BE DEWATERED PRIOR TO
INSTALLING BEDDING
DEPTH OF STORM DRAIN LINES VARY, REFER TO
PLANS FOR DEPTH IN APPROPRIATE LOCATIONS.
D
FOR PAVED SURFACES
VA
R
I
E
S
(S
E
E
P
A
V
E
M
E
N
T
S
E
C
T
I
O
N
)
FOR GRASSED AREAS
REPLACE TOPSOIL, SEED, AND MULCH
OVERFILL TO ALLOW FOR SETTLEMENT.
THOROUGHLY COMPACTED SELECTED
BACKFILL FROM TRENCH EXCAVATION,
FREE OF STONES LARGER THAN 3" IN
DIAMETER. COMPACT BACKFILL IN 6" LIFTS.
STORM DRAIN, (SEE SITE PLAN FOR PIPE SIZE
& MATERIAL)
THOROUGHLY COMPACTED 3/4" CRUSHED
STONE BEDDING FOR CMP, PVC, OR HDPE PIPE.
UNDISTURBED SOIL
SW 040.1.1
1/2" = 1'
LAST REVISED 03/15/2021TRUDELL CONSULTING ENGINEERS
TYPICAL STORMWATER MANHOLE
MAXIMUM PIPE SIZE
MANHOLE NOTES:
1.IF DEPTH OF MANHOLE IS 7 FEET
OR LESS FROM RIM TO CENTERLINE
INVERT, THEN A FLAT TOP WILL BE
INSTALLED. IF DEPTH IS MORE
THAN 7 FEET, THEN A CONICAL
TOP WILL BE INSTALLED.
2.IF MUNICIPAL STANDARDS ARE
DIFFERENT CONTACT ENGINEER TO
MAKE ADJUSTMENTS TO MATCH
LOCAL REQUIREMENTS
3.ADJUST RIM AS NEEDED TO MATCH
FINAL ROAD GRADE, IF
APPLICABLE.
6"
48"VARIES
12" INCREMENTS
8"
32" MIN.
56" MAX.
12"
STORM DRAIN LINE
4"
36"
5"
HEAVY DUTY FRAME & LID HS20 LOADING
REQUIRED MARKED WITH "DRAIN" WITH
INTEGRAL GASKET. NEENAH R-1743 OR EQUAL
PRECAST CONCRETE ADJUSTMENT RING SECTION
MINIMUM 4 INCHES, MAXIMUM 12 INCHES
ECCENTRIC CONICAL TOP SECTION
COPOLYMER POLYPROPYLENE LADDER RUNGS
WITH 1/2" GRADE STEEL REINFORCEMENT OR
EQUAL, 12" O.C.
BUTYL JOINT SEALANT TO ALL JOINTS
WELDED WIRE FABRIC (6 X 6 WWF)
RUBBER BOOT (PRESS SEAL PSX)
#4 BARS, 12" O.C., BOTH WAYS
12" GRAVEL OR 3/4" CRUSHED STONE
FOR SUB-BASE OR AS REQUIRED BY
ENGINEER. IF WET AND OR UNSTABLE
CONDITIONS EXIST.
UNDISTURBED SOIL
30" PVC
24" RCP,CSP,CAAP,CPEP
30" DIA.
CL
PAVED
AREAS
UNPAVED
AREAS
"CONFINED
SPACE"
GRAVEL BACKFILL AROUND STRUCTURE
COMPACTED IN 6" LIFTS TO 95% DENSITY
STANDARD PROCTOR, UNLESS INDICATED
OTHERWISE
3/4"=1'
LAST REVISED 03/30/2021TRUDELL CONSULTING ENGINEERS
24"
12"
VARIES
(SEE SITE PLAN)
VARIES
(SEE SITE PLAN
BACKFILL WITH NATIVE
MATERIAL. OVERFILL SLIGHTLY
TO ALLOW FOR SETTLEMENT
BANK RUN GRAVEL
ABOVE STONE UNLESS
OTHERWISE SPECIFIED
3/4" - 1-1/2" HARD
WASHED STONE
4" PERFORATED SDR 35 PVC
WRAP STONE MATERIAL IN
GEOSYNTHETIC FABRIC, MIRAFI
140N OR EQUAL
UNDISTURBED SOIL
SEED AND MULCH
FINISHED GRADE
2"
4"
SW 010.1.3
CONCRETE FOOTER WITH
REINFORCING BARS BOTH WAYS
CONCRETE WALL WITH
REINFORCING BARS BOTH WAYS
8"
TYPICAL FOOTING DRAIN CROSS SECTION
FINAL REQUIREMENTS BY STRUCTURAL ENGINEER
2 x 8 WOOD
1
VARIES
1
6" PERFORATED UNDERDRAIN
WRAPPED IN FILTER FABRIC
12" THICK STONE LAYER
FILTER FABRIC BETWEEN SOIL AND STONE
2.0' BIORETENTION SOIL LAYER
SEE SITE PLAN FOR SOIL AREA
SEE DETAIL FOR BIORETENTION MIX
3" MULCH LAYER
BIORETENTION AREAS
SEE SITE PLAN FOR
GRADING
30 MIL MIN. POLY LINER TO BE
INSTALLED AROUND ENTIRE
BIORETENTION AREA AND BENEATH
UNDERDRAIN. CONTRACTOR TO
ENSURE LINER IS SEALED AND
WATERTIGHT. ENGINEER TO VERIFY
LINER INSTALLATION PRIOR TO BACKFILL.
LINER TO EXTEND 2' MINIMUM
UP SIDES OF BASIN
SW-027LAST REVISED 03/05/2014TRUDELL CONSULTING ENGINEERS
BIORETENTION UNDERDRAIN
CLEANOUT
4" PVC SDR 35 RISER
4" PVC SDR 35 ELBOW
6"X6"X4" PVC SDR 35 45° WYE
6" PERF. SDR 35 PVC PIPE
6"FLOW
4" PVC CAP TO
EXTEND 3" ABOVE TOP
OF MULCH
SEE DETAIL BELOW FOR
BIORETENTION SOIL
LAYERS
PHOSPHORUS LEVELS SHALL BE VERIFIED BY
TESTING OF BIORETENTION SOIL TO BE
PROVIDED BY CONTRACTOR. THE SOIL
SHALL BE TESTED USING THE MORGAN
METHOD OR APPROVED EQUIVALENT. THE
TEST RESULTS SHALL BE SUBMITTED TO AND
APPROVED BY THE ENGINEER. THE TEST
RESULTS SHALL BE RECORDED WITH THE
LOCAL DESIGN/PERMIT RECORDS.
NOTE:
CONTRACTOR SHALL CUT THE EXISTING LINER
FOR EXTENSION OF BIORETENTION AREA. NEW
LINER WILL OVERLAP EXISTING LINER AT
LOCATION OF CUT BY 24" AND SHALL BE
SEALED. NEW UNDERDRAIN LINE WILL TEE INTO
EXISTING UNDERDRAIN PIPES IN THE LOCATION
SHOWN IN THE SITE PLAN. SEE SITE PLAN FOR
EXPANDED BIORETENTION AREA.
TRUDELL CONSULTING ENGINEERS
BIORETENTION SOIL MIX REQUIREMENTS
BIORETENTION SOIL MIX
THE BIORETENTION SOIL CONSISTS OF TWO LAYERS: THE UPPER
MEDIA LAYER AND THE LOWER MEDIA LAYER. THE UPPER MEDIA
LAYER SHALL EXTEND 12" BELOW THE MULCH LAYER AND SHALL
CONSIST OF USDA SAND TO LOAMY SAND CLASSIFICATION, OR A
WELL BLENDED, HOMOGENOUS MIXTURE OF THE FOLLOWING
COMPONENTS:
SAND 85-95% (NO MORE THAN 25% FINE OR
VERY FINE SAND)
SILT & CLAY 0-15% (NO MORE THAN 25% CLAY CONTENT BY
WEIGHT)
*ORGANICS 0-3% (COMPOST) OR 3-7% (PEAT OR
OTHER ORGANIC MATERIAL)
*ORGANICS SHOULD CONSIST OF COMPOST THAT MEETS THE
DEFINITION OF "COMPOST" IN THE AGENCY'S SOLID WASTE
MANAGEMENT RULES OR THE CONTAINMENT STANDARDS IN THE
VERMONT SOLID WASTE MANAGEMENT RULES §6-1104(g)(6-7),
§6-1105(e)(8-9), AND §6-1106(e)(7-9).
THE BIORETENTION SOIL MIX SHALL BE FREE OF STONES, STUMPS, OR
ROOTS LARGER THAN TWO (2) INCHES IN ANY DIMENSION. THE
SOIL MIX SHALL BE FREE OF NOXIOUS WEEDS.
THE BIORETENTION SOIL SHALL BE TESTED FOR A PHOSPHORUS
SATURATION RATIO (PSR) LESS THAN OR EQUAL TO 0.10. TESTING
OF THE SOIL SHALL FOLLOW THE FOLLOWING PROCEDURE:
1.SAMPLES ARE TO BE AIR DRIED AND SIEVED THROUGH
2 MM PRIOR TO TESTING.
2.AIR-DRY, SIEVED SOIL SAMPLES ARE THEN TO BE
EXTRACTED WITH THE MEHLICH-3 SOLUTION (0.2 M
CH3COOH + 0.25 M NH4NO3 + 0.015 NH4F + 0.013 M
HNO3 + 0.001 M EDTA) BY SHAKING A SOIL-SOLUTION
SUSPENSION FOR 5 MINUTES AT A 1:10 (SOIL
MASS:SOLUTION) RATIO, FOLLOWED BY FILTERING TO
REMOVE PARTICLES ABOVE 2 μM IN SIZE (0.45 μM
PORE SIZE IS ALSO ACCEPTABLE)
3.EXTRACTS FROM THE MEHLICH-3 PROCEDURE ARE TO
BE ANALYZED FOR P, Fe, AND Al BY ICP-OES.
4.THE PSR IS THEN CALCULATED AS FOLLOWS:
(PM3)
PSR = -----------------------
(FeM3/56) + (AlM3/27)
WHERE,
PM3 = MEHLICH-3 P IN MG P PER KG DRY SOIL
FeM3 = MEHLICH-3 Fe IN MG Fe PER KG DRY SOIL
AlM3 = MEHLICH-3 Al IN MG Al PER KG DRY SOIL
MEHLICH-3 EXTRACTIONS MUST BE USED FOLLOWING THE ABOVE
PROTOCOL. OTHER SOIL TEST EXTRACTIONS, INCLUDING MODIFIED
MORGAN TESTS, OXALATE EXTRACTIONS, WATER EXTRACTIONS,
OR EXTRACTIONS USED TO QUANTIFY TOTAL ELEMENTS, ARE NOT
ACCEPTABLE.
5.THE LOWER MEDIA LAYER SHALL CONSIST OF USDA
SAND TO LOAMY SAND AND GENERALLY MEET THE
SAME GRADATION AS THE UPPER MEDIA LAYER. THE
LOWER MEDIA LAYER SHALL NOT HAVE COMPOST OR
OTHER ORGANIC MATERIAL, UNLESS TO SUPPORT A
TREE PLANTING. ORGANIC MATERIAL SHALL ONLY BE
ACCEPTABLE IN THE LOCATION THAT THE TREE IS
PLANTED.
NOTE: CAMP PRECAST CATCH BASIN MODEL
SHOWN. OTHER EQUAL PRECAST
MANUFACTURERS MAY BE USED. SEE PLANS
FOR INVERT AND REQUIREMENTS.
NOTE: CAMP PRECAST
TRENCH DRAIN MODEL
SHOWN. OTHER EQUAL
PRECAST MANUFACTURERS
MAY BE USED. SEE PLANS
FOR INVERT AND
REQUIREMENTS.
SW 000.1.2LAST REVISED 03/12/2021TRUDELL CONSULTING ENGINEERS
SOIL DEPTH AND QUALITY
SOIL DEPTH AND QUALITY REQUIREMENTS:
1.THE OPERATIONAL STORMWATER PERMIT REQUIREMENTS FOR THIS PROJECT INCLUDE PROVISIONS FOR RESTORING THE ABSORPTIVE
CAPACITY OF DISTURBED AREAS WHERE INDICATED ON THE SITE PLAN(S) AND WITHIN THIS DETAIL. TO COMPLY WITH THESE
REQUIREMENTS, TOPSOIL AND SUBSOIL IMPROVEMENTS, AMENDMENTS, DOCUMENTATION AND TESTING ARE REQUIRED PER THE
INFORMATION HERE:
2.ALL AREAS INDICATED ON THE SITE PLANS WHICH ARE TO BE GRASSED AND HAVE BEEN DISTURBED OR COMPACTED BY
CONSTRUCTION ACTIVITIES ARE SUBJECT TO SOIL DEPTH & QUALITY REQUIREMENTS AND SHALL HAVE FINAL GRADE PREPARED BY
ONE OF THE FOLLOWING METHODS.
OPTION 1: REMOVE AND STOCKPILE EXISTING TOPSOIL PRIOR TO GRADING.
·STOCKPILE SOIL ON SITE IN A DESIGNATED CONTROLLED AREA, AT LEAST 50 FEET FROM SURFACE WATERS, WETLANDS,
NEW FLOODPLAINS, OR OTHER CRITICAL RESOURCE AREAS;
·SCARIFY OR TILL SUBGRADE TO A DEPTH OF 4 INCHES. EXCEPT FOR WITHIN THE DRIP LINE OF EXISTING TREES, THE ENTIRE
SURFACE SHALL BE DISTURBED BY SCARIFICATION;
·STOCKPILED TOPSOIL SHALL ALSO BE AMENDED, IF NEEDED, TO MEET THE ORGANIC CONTENT REQUIREMENTS:
PRE-APPROVED RATE: COMPOST SHALL BE INCORPORATED WITH AN ORGANIC MATTER CONTENT
BETWEEN 40 AND 65% INTO THE TOPSOIL AT A RATIO 1:3 TO ACHIEVE 4 INCHES OF SETTLED TOPSOIL, OR
CALCULATED RATE: INCORPORATE COMPOSTED MATERIAL OR APPROVED ORGANIC MATERIAL AT A
CALCULATED RATE TO ACHIEVE 4 INCHES OF SETTLED TOPSOIL AT 4% ORGANIC CONTENT;
3.REPLACE STOCKPILED TOPSOIL TO A MINIMUM DEPTH OF 4 INCHES PRIOR TO PLANTING; AND
4.RAKE TO LEVEL, AND REMOVE SURFACE ROCKS LARGER THAN 2 INCHES IN DIAMETER.
OPTION 2: AMEND EXISTING SITE TOPSOIL OR SUBSOIL IN PLACE.
·SCARIFY OR TILL SUBSOILS TO 4 INCHES OF DEPTH OR TO DEPTH NEEDED TO ACHIEVE A TOTAL DEPTH OF 8 INCHES OF
UNCOMPACTED SOIL AFTER CALCULATED AMOUNT OF AMENDMENT IS ADDED. EXCEPT FOR WITHIN THE DRIP LINE OF
EXISTING TREES, THE ENTIRE SURFACE SHALL BE DISTURBED BY SCARIFICATION;
·AMEND SOIL TO MEET ORGANIC CONTENT REQUIREMENTS:
PRE-APPROVED RATE: PLACE 1 INCH OF COMPOSTED MATERIAL WITH AN ORGANIC MATTER CONTENT
BETWEEN 40 AND 65% AND ROTOTILL INTO 3 INCHES OF SOIL, OR
CALCULATED RATE: PLACE CALCULATED AMOUNT OF COMPOSTED MATERIAL OR APPROVED ORGANIC
MATERIAL AND ROTOTILL INTO DEPTH OF SOIL NEEDED TO ACHIEVE 4 INCHES OF SETTLED SOIL AT 4% ORGANIC
CONTENT;
RAKE BEDS TO SMOOTH AND REMOVE SURFACE ROCKS LARGER THAN 2 INCHES IN DIAMETER; AND
WATER OR ROLL TO COMPACT SOIL IN TURF AREAS TO 85% OF MAXIMUM DRY DENSITY.
OPTION 3: IMPORT TOPSOIL MIX, OR OTHER MATERIALS FOR MIXING, INCLUDING COMPOST, OF SUFFICIENT ORGANIC CONTENT AND
DEPTH.
·SCARIFY OR TILL SUBGRADE TO A DEPTH OF 4 INCHES. EXCEPT FOR WITHIN THE DRIP LINE OF EXISTING TREES, THE ENTIRE
SURFACE SHALL BE DISTURBED BY SCARIFICATION;
·PLACE 4 INCHES OF IMPORTED TOPSOIL MIX ON SURFACE. THE IMPORTED TOPSOIL MIX SHALL CONTAIN 4% ORGANIC
MATTER. SOILS USED IN THE MIX SHALL BE SAND OR SANDY LOAM AS DEFINED BY THE USDA;
·RAKE BEDS TO SMOOTH AND REMOVE SURFACE ROCKS LARGER THAN 2 INCHES IN DIAMETER; AND
·WATER OR ROLL TO COMPACT SOIL IN TURF AREAS TO 85% OF MAXIMUM DRY DENSITY.
5.IF AREAS THAT WERE INDICATED ON THE SITE PLAN AS NOT TO BE DISTURBED OR COMPACTED ARE IMPACTED BY CONSTRUCTION
ACTIVITIES, THEY WILL BE REQUIRED TO BE RESTORED BY ONE OF THE METHODS ABOVE.
6.THE CONTRACTOR SHALL PROVIDE LAB REPORTS, VOLUMETRIC CALCULATIONS, OR OTHER EVIDENCE THAT THE FINAL SOIL
PROPERTIES MEET THE ABOVE ORGANIC CONTENT REQUIREMENTS.
7.THE CONTRACTOR SHALL PREPARE A SOIL DEPTH SAMPLING PLAN WITH SOIL DEPTH TEST HOLE LOCATIONS AT A RATE OF 9 TEST
HOLES PER ACRE OF LAND SUBJECT TO THIS STANDARD AND AT LEAST 50' APART FOR APPROVAL BY THE ENGINEER. SOIL DEPTH TEST
HOLES SHALL BE EXCAVATED USING A HAND SHOVEL DRIVEN SOLELY BY BODY WEIGHT TO A DEPTH OF 8”. THE CONTRACTOR SHALL
PROVIDE EVIDENCE THAT THE FINAL SOIL PROPERTIES MEET THE ABOVE COMPACTION SAMPLING REQUIREMENTS.
8.SOIL DEPTH & QUALITY METHODS SHALL BE EMPLOYED TOWARDS THE END OF CONSTRUCTION AND ONCE ESTABLISHED SHALL BE
PROTECTED FROM COMPACTION FROM MACHINERY OR VEHICLE TRAFFIC AND FROM EROSION. AREAS WHICH ARE COMPACTED
OR DAMAGED SHALL BE REESTABLISHED PER THE METHODS ABOVE.
9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING COMPLIANCE WITH THIS STANDARD.
VARIES
TRENCH DRAIN LENGTH TO MATCH
GARAGE OPENING WIDTHNOTE: "DEEP SUMP" AS NOTED ON THE PLANS
SHALL BE CATCH BASIN STRUCTURES WITH 4'
(48") BELOW ANY PIPE INVERT.
24" SQUARE DEEP SUMP CATCH
BASIN (48" DEPTH)TO BE
INSTALLED BELOW OUTLET OF
TRENCH DRAIN. BOTTOM OF
TRENCH DRAIN TO BE OPEN TO
ALLOW FOR INLET TO BASIN.