HomeMy WebLinkAboutSD-23-05 - Supplemental - 0760 Shelburne Road (47)DDDDDDOH
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1-STORY
BUILDING
1-STORY
BUILDING
SHELBURNE ROAD (U.S. ROUTE 7)SWIFT STREET
D
D D D D D
D D DDD
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D
D
RIM = 209.0
18" RCP iIN(E) = 202.2
18" RCP iIN(S) =201.3
18" RCP IOUT(W) = 200.6
RIM = 210.8
15" RCP iIN(N) = 204.1
12" RCP iIN(E) =204.3
18" RCP iOUT(W) = 203.9
1-STORY
BUILDINGWWWWWWWWWWWW
W
W
W
W
W
W
W
W
W
APPROX. LOCATION
PER DIGSAFE MARKINGS
EX. 8" WATER MAIN
APPROX. LOCATION
EX. 6" WATER MAIN
(TO BE VERIFIED)
CROSSWALK SIGNAL
POLE
LEGAL LOAD
LIMIT SIGN
UTILITY
COVER
CONCRETE FOOTING
FOR ROUTE 7
OVERHEAD LANE
ASSIGNMENT SIGN
RIM = 207.9
SUMP = 203.1
18" RCP iOUT +/- 202.7 GUPUPUPUPUPUGUG UGUG45'-8"78'-10"SOL. #3 - 75"BUILT-IN TPCONTROLS
FINANCIAL
INSTITUTION
±3,350 SF
S
P
E
ED
TA
B
L
E
MULTIFAMILY
RESIDENTIAL
27 DU
FFE 217.0
BFE 207.0
DA 3 BIO
DA 1 BIO
FDFDFDFDFDFDFD
FD
FDFDFDFDFDFDFDFDFDFDFDFDRDD
DA 7
BIODD
MIXED USE ± 3,240 SF
1ST FLOOR: COMMERCIAL
2ND FLOOR: 3 DU
FFE 212.0
FFE 212.0
DDDDDDDDD D D
D
D
D
DDDD
DD210209211212211210 209208213214216
21
5213
2
1
1 212209
210
211211
210212213213215
216
215216216.5
2172152162
1
4
21821821721
5209206205.521221
3
W
W
W W WWWWWWWWSSSSSSSSSSSSMH #1
RIM = 215.75
8" iIN = 207.27
6" iIN = 207.5
8" iOUT = 207.17
NEW 8" iIN = 207.0
6" iOUT = 209.0
SMH #2
RIM = 210.95
6" iIN (2) = 207.95
8" iOUT = 207.85
6" iOUT = 209.2
6" iOUT = 208.5
FD
FD DD
D
8" SDR 35 P
V
C s
=0.004 ft./ft.
DMH 2
RIM = 212.0
18" iIN (E) = 201.49
18" iIN (S) = 201.49
18" iOUT (NW) = 201.39
FILTERRA INTERNAL BYPASS
BIOSCAPE 4'X6' MEDIA BAY
CURB INLET = 214.5'
8" iOUT = 211.3'
4" FOOTING DRAIN
ASSUMED INV = 205.0
FILTERRA PEAK DIVERSION
6X10' MEDIA BAY
CURB INLET = 210.5'
12" iOUT ~ 207.09'
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 = 215.75
12" iOUT = 212.0
OUTLET STRUCTURE 2
18" OVERFLOW GRATE = 209.83
12" iOUT = 206.0
FILTERRA INTERNAL BYPASS
BIOSCAPE 4X6' MEDIA BAY
6" iIN = 210.5
6" iOUT = 207.8'
OUTLET CONTROL STRUCTURE 4
RIM = 211.5
6" iIN (S) = 206.3
18" 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
NEW 18" iIN = 201.0
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 = 206.75
12" iOUT = 202.5
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
RIM = 212.0
12" iOUT = 210.75
DMH 3
RIM = 214.6
12" iIN (E) = 210.0
8" iIN (S) = 209.17
18" iOUT (W) = 204.17
TRENCH DRAIN AT ENTRANCE
TO GARAGE WITH DEEP SUMP
AT OUTLET (SEE DETAIL)
GRATE = 207.0
6" ROOF DRAIN
iOUT = 215.75
4" C900 DR14
1.5" C901 CTS POLY
4" TAPPING VALVE (TYP)
1.5" CURB STOP (TYP)8" C900 DR148" TEE AND GATE VALVE (TYP)216210211209CB2 (DEEP SUMP)
WITH CURB INLET
12" iIN = 209.8
12" iOUT = 209.7
POTENTIAL FUTURE
10' x 6' GENERATOR
LOCATION
UP UP UPUP6" ROOF DRAIN
8"X6"X6" TEE, 6" DI STUB,
GATE VALVE AND FIRE
PROTECTION HYDRANT,
REDUCE TO 6" C900
AFTER TEE TO BUILDING
13'6" C900 DR144" C900 DR14
DOMESTIC SERVICE
WITH 4" GATE VALVE
6" C900 DR14 FIRE SERVICE
PEASTONE
DIAPHRAGM (TYP.)
10' x 12' TRANSFORMER
w/SCREEN FENCE IF REQ'D
BY GMP
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
ROF
ESSIONAL E N G INEERL ICEN S E DJENNIFER ANN DESA
U
T
E
LSSTA TE O F VER
M
ONTField 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 GridMagnetic
PARCEL ID: 1540-00760 SPAN: 600-188-10694
Utility Plan
C3-01
01/20/2023
1" = 20'
22-523
PJM
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
1 02/09/2023 JADPlan Revisions
2 02/16/2023 CMJUtilities
3 05/15/2023 CMJStaff Comments