HomeMy WebLinkAboutZP-22-232 - 0510 Shelburne Road 7/5/2022C1-R15demolish existing gas & auto service center usex7/5/20227/20/20227/4/2023x
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SSSSSSSSStax map no. 1540-00520
Germania Property
Group, LLC
v. 975 p. 135
map slide 548, 555, 589
John Larkin, INC
v. 1375 p. 324
map slides 548, 555,
tax map no.
0090-00014
Deimer Properties,
INC.
v. 479 p. 704
map slide 67
BACON STREET
U.S. ROUTE 7 & SHELBURNE ROADGRAVEL
GRAVEL
GRAVEL PARKING AREA
CONCRETE PAD
EXPOSED
FOUNDATION
EXISTING SIDEWALKMW
MW
MW
S
S
S
S
S
S
"BACON STREET"
SIGN
"STOP"
SIGN
4" CAST IRON
CLEANOUTSS15" CLAY10" CLAY
D
WSMH
R=207.75
iOUT=201.7 (15")N
iIN=201.8 (10")E
CONCRETE
MW
MW
MW
MW
ELEC. METER SERVICE
GRAVEL PAVEMENT
GRAVEL
FFE=210.88
FFE=211.44
FLUSH CURB
PAVEMENT
PAVEMENT
PAVEMENT
DMH
R=210.29
iOUT=205.4± (10" PVC)N
iIN=205.4± (18" HDPE)E
SUMP @ 204.45
D
D
DCB
R=209.74
iIN=205.74 (15" HDPE)E
iIN=205.72 (18" HDPE)S
iOUT=205.59 (18" HDPE)W
SUMP @ 204.2
CB
R=210.55
iOUT=206.25 (20" HDPE)
SUMP @ 205.45
D
4" PVC CLEANOUT
R=210.45
i=204.5
10" PVC6" HDPE
6" HDPE
SMH
R=210.39
iIN=203.47 (4" PVC)N
iIN=203.4E
iIN=203.4±S
iOUT=203.37 (10" PVC)W 4" PVCS10" PVCDD
CB
R=208.93
iIN=206.53 (8" PVC)S
iOUT=206.53 (8" PVC)W
SUMP @ 205.38
8" PVC8" PVC
CB
R=208.78
i=206.93 (8" PVC)
SUMP @ 205.9
SMH
R=209.48
iIN=202.11 (10" PVC)E
iIN=202.13 (8" PVC)N
iOUT=202.08 (10" PVC)WSSS8" PVCR=209.91
DMH
R=211.87
SMH
R=211.60
CB
R=207.01
i=204.51 (6")
SUMP @ 204.0
CURB
STOP
(BROKEN)
CB
R=209.75
i=206.75 (6" HDPE)
SUMP @ 206.6
UG
UG
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UG
WWWWWWWWWWWWW10" PVC
15
"
H
D
P
E
18" HDPE
50' WIDE
ACCESS EASEMENT
TO FARRELL STREET
211
2
11
209208208209
211
211
211
212210210
210
210
210
210210PROJECT TBM
TOP NORTH B.BOLT "X"
ELEV.=212.11
BOUNDARY LINE TO BEDISSOLVEDPOLE 16-30
34308
THREE PHASE
POLE 15
34306
SINGLE PHASE
POLE 1
34309
THREE PHASE
WWD
D
D
D
D
D
D
D
DDDDDDDDDDDDDDDAPPROXIMATE LOCATION OF
UNDERGROUND STORM
SEWER BASED ON CITY OF
BURLINGTON MAPPING - NOT
FIELD VERIFIED
6" WATER MAIN
CHAINLINK
CONSTRUCTION
FENCE
STABILIZED CONSTRUCTION ENTRANCE
24' WIDE X 30' LONG MINIMUM
CONSTRUCTION ENTRANCE TO THE SITE SHALL ONLY BE FROM
BACON STREET WITH NO CONSTRUCTION ENTRANCE OR EGRESS
DIRECTLY FROM SHELBURNE ROAD
MULTIPLE STABILIZED CONSTRUCTION ENTRANCES FROM
BACON STREET MAY BE ALLOWED WITH ENGINEER APPROVAL
ALL GRAVEL AND
PAVEMENT SURFACING
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
TO BE REMOVEDTO BE REMOVED
TO BE REMOVED
TO BE REMOVED
GRAVEL
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
EXISTING BUILDING,
CURBING, & ASSOCIATED
STRUCTURE TO BE REMOVED
EXISTING UNDERGROUND
WATER AND POWER TO BE
CUT/CAPPED & ABANDONED
21
0 209209
TO BE REMOVED(4) 3" BIRCHES
4" BALSAM FIR
TO BE REMOVED
TO BE REMOVED
TELEPHONE
MANHOLE
SUMP @
199.16
APPROX. LOCATION
EXISTING FLOOR DRAIN
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED
TO BE REMOVED SCESILT FENCE TO BE INSTALLED
AROUND PERIMETER OF
PROJECT SITE
SILT FENCE TO
TERMINATE AT EDGE
OF CONSTRUCTION
ENTRANCE
SOIL STOCKPILE (TYP.)
LOCATION SHOWN FOR ILLUSTRATIVE
PURPOSES AND SUBJECT TO CHANGE
DURING CONSTRUCTION
PROVIDE INLET PROTECTION AROUND
CATCH BASIN INLET DURING
CONSTRUCTION OR EARTH
DISTURBANCE WITHIN 50 FEET OF
STRUCTURE
PROTECT TREES ON ADJACENT PROPERTY
CONTRACTOR TO CONTACT
CITY ARBORIST TO DETERMINE IF
TREE SHOULD BE REMOVED
Sheet Title
Project Title
Use of These Drawings
Scale:
Project Number:
Date:
Drawn By:
Project Engineer:
Approved By:
No. Description Date By
Revisions
478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495
802 879 6331 | WWW.TCEVT.COM
ENGINEERING SURVEY
No. 8917
CIVIL
PROF
ESSIONAL E N G INEERLICE N S E DJENNIFER ANN DESA
U
T
EL
SSTATE O F VER
M
ONT
Field Book:
1. Unless otherwise noted, these Drawings are intended for
preliminary planning, coordination with other disciplines or
utilities, and/or approval from the regulatory authorities.
They are not intended as construction drawings unless noted
as such or marked approved by a regulatory authority.
2. By use of these drawings for construction of the Project,
the Owner represents that they have reviewed, approved,
and accepted the drawings, obtained all necessary permits,
and have met with all applicable parties/disciplines,
including but not limited to, the Engineer and the Architect,
to insure these plans are properly coordinated including, but
not limited to, contract documents, specifications,
owner/contractor agreements, building and mechanical
plans, private and public utilities, and other pertinent permits
for construction.
3. Owner and Architect, are responsible for final design and
location of buildings shown, including an area measured a
minimum five (5) feet around any building and coordinating
final utility connections shown on these plans.
4. Prior to using these plans for construction layout, the user
shall contact TCE to ensure the plan contains the most
current revisions.
5. These Drawings are specific to the Project and are not
transferable. As instruments of service, these drawings, and
copies thereof, furnished by TCE are its exclusive property.
Changes to the drawings may only be made by TCE. If
errors or omissions are discovered, they shall be brought to
the attention of TCE immediately.
6. It is the User's responsibility to ensure this copy contains
the most current revisions.
PLANNING ENVIRONMENTAL
0
Feet
Graphic Scale
10 10 20 30 40
15°±VT GridMagnetic1 09/08/20 CMJRevisions for EPSC Measures
TAX ID: 1540-00510
Demolition,
Remediation, &
EPSC Plan
C1-02
01/11/2022
As Shown
19-202
RMP
JAD
348
Bacon St. Properties,
LLC
510 Shelburne Road
South Burlington, Vermont
CONTAMINATED SOILS NOTES:
1.CONTRACTOR SHALL ABIDE BY LOCAL,
STATE, AND FEDERAL REGULATIONS AND BEST
PRACTICES REGARDING CONTAMINATED SOILS
FROM PRIOR SITE USE.
2.REFER TO APPROVED CORRECTIVE
ACTION PLAN (CAP) AND MOST RECENT
ENVIRONMENTAL/SOILS REMEDIATION PLANS
PREPARED BY KAS CONSULTING.
3.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.
4.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.
TREE PROTECTION AND REMOVAL NOTES:
1.TREE PROTECTION AND REMOVAL DESCRIBES DEMOLITION WORK ONLY AS IT PERTAINS TO EXISTING TREE PRESERVATION AND
PROTECTION MEASURES AND TREE REMOVAL.
2.TREE PROTECTION MEASURES SHALL BE INSTALLED AS SHOWN ON THIS PLAN AND REMAIN THROUGHOUT THE DURATION OF
CONSTRUCTION AS SPECIFIED AND DIRECTED BY THE OWNER'S REPRESENTATIVE.
3.CONTRACTOR SHALL TAG ALL TREES TO BE REMOVED AND VERIFY WITH OWNER'S REPRESENTATIVE PRIOR TO THE START OF
DEMOLITION.
4.TREE PROTECTION MEASURES SHALL EXTEND TO THE DRIP EDGE OF THE TREE CANOPY, OR 8 INCHES FOR EVERY 1 INCH OF DIAMETER
AT BREAST HEIGHT (DBH), WHICHEVER IS GREATER. THIS AREA IS CONSIDERED THE CRITICAL ROOT ZONE.
5.ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY OWNER'S REPRESENTATIVE OR LANDSCAPE ARCHITECT.
6.NO STORAGE OF ANY TYPE OF MATERIAL, CHEMICAL OR EQUIPMENT SHALL BE ALLOWED IN THE PROTECTED AREA OR TREE
PROTECTION AREA.
2 09/15/20 JADPermit Revisions
FOR PERMITTING