HomeMy WebLinkAboutSP-24-23 - Supplemental - 0200 Garden Street (16)30+00
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STMH48
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2
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EXIST. 12" PE STUB TO BE
CUT BACK WITH TRANSITION
TO SCH40 PVC THROUGH
NEW FOUNDATION WALL
EXIST
.
1
5
"
P
E
(1) 6" SCH40 PVC (ELEC)
(2) 4" SCH PVC (TELECOM/CTV)
EXISTING BUILDING
FFE = 315.0
GARAGE = 304.0
CB1
CB2
CB3
CB5
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6' WIDE
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8'
CB34
6" DI
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8" PVC
12" PE
GRAVEL WETLAND 1
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EXIST.
HYD NEW 5' WIDE
CONCRETE SIDEWALK
TYP. CAST IRON DETECTABLE
WARNING SURFACE
NEW CONCRETE CURB
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SEE MECHANICAL PLANS FOR ELECTRIC
AND TELECOM CONDUIT REQUIREMENTS
GAS SERVICE AND METER
FIRE DEPARTMENT
CONNECTION
6" CL52 DI WATER
(FIRE PROTECTION)
2" CL200 PE PIPE FROM
CURBSTOP TO BUILDING
2" CL20
0
P
E
EX
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T
.
8
"
D
I
CUT BACK EXIST. 8" WATER
SERVICE STUB TO EDGE ROW,
INSTALL END CAP & THRUSTBLOCK
CUT BACK EXIST. 8" SDR35 PVC
SEWER AND TRANSITION TO 8"
SCH40 PVC THROUGH FOUNDATION.
DESIGN INV = 305.6
EXISTING 8" SDR35 PVC ROOF DRAIN
TO BE RELOCATED TO AVOID NEW
CONCRETE BASES FOR PILLARS
E
X
.
1
5
"
P
E
CORE EX. CB & INSTALL
(2) 3" SCH 40 PVC WITH
WATERTIGHT BOOTS
(
2
)
3
"
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4
0
P
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EXISTING BUILDING
UNDER CONSTRUCTION
WETLA
N
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B
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F
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50'
CUT AND CAP EXISTING CONDUIT
AT EDGE OF STREET ROW
CUT AND CAP EXISTING CONDUIT
6" DI
CUT BACK EXIST. SEWER SERVICE
STUB TO EDGE ROW AND INSTALL
WATER TIGHT END CAP
SEE SHEET 10
FOR ADDITIONAL
WATER SERVICE
NOTES
RELOCATE EXIST.
LIGHT POLE
NEW 5' WIDE
CONCRETE SIDEWALK
TYP. 3" SCH40 PVC CONDUIT
& HANDHOLE FOR FUTURE
EV CHARGING STATION
TYP. 3" SCH40 PVC CONDUIT
& HANDHOLE FOR FUTURE
EV CHARGING STATION
20
EXISTING INFILTRATION
SYSTEM FOR ROOFTOP
RUNOFF
0 20 40 80
1" = 20 FEET
NOTES:
1.THE CONTRACTOR SHALL COORDINATE THE HORIZONTAL LOCATION OF THE WATER, SEWER,
FOOTING DRAIN, AND ROOF DRAIN SERVICE CONNECTIONS TO THE BUILDING WITH THE DEVELOPER
AND ARCHITECTURAL PLANS.
2.THE FOUNDATION DRAIN COLLECTION SYSTEM AND STORMWATER PUMP STATION (IF THE FOOTING
DRAINS ARE CONNECTED TO THE PUMP STATION) ARE TO BE DESIGNED BY OTHERS. SEE PLANS BY
OTHERS FOR FOUNDATION DRAIN PIPING SPECIFICATIONS AND LOCATION.
3.PRIOR TO CONSTRUCTION, THE ELEVATIONS OF THE SEWER, FOOTING DRAIN, AND ROOF DRAIN
SERVICES FROM THE ARCHITECTURAL PLANS SHALL BE COMPARED TO THE ELEVATION OF THE
COLLECTION MAINS AND SERVICES SHOWN ON THESE PLANS. REPORT ANY DISCREPANCIES TO
THE ENGINEER.
4.UTILITY LAYOUTS SHOWN ON THIS PLAN ARE FOR REVIEW PURPOSES ONLY. REFER TO DESIGN
DRAWINGS BY EACH RESPECTIVE UTILITY FOR CONSTRUCTION.
STORM STRUCTURE DATA
EXIST. STMH48 (DESIGN)
RIM = 314.00
(3) 12" IN = 310.40
15" OUT = 310.35
EXIST. CB5
RIM = 310.00
NEW (2) 3" FM IN = 307.25
8" OUT = 307.15
NEW PS
RIM = 305.67
(2) 6" UD IN = 301.67
(2) 3" FM OUT TO CB5
LEGEND
PROJECT BOUNDARY
310
ABUTTING PROPERTY LINE
SIDELINE OF EASEMENT
EXISTING CONTOUR
EXISTING TREELINE
PROPOSED TREELINE
EDGE OF WETLAND
EXISTING WATERLINE
EXISTING SANITARY SEWER
EXISTING ELEC / TELECOM CONDUIT BANK
EXISTING STORM PIPE AND CATCHBASIN
PROPOSED STORM PIPE AND CATCHBASIN
PROPOSED WATERLINE
PROPOSED STORM FORCEMAIN
W
S
E/T
PROPOSED CONTOUR312
PROPOSED SPOT GRADE312.40+
EXISTING SPOT GRADE(312.40+)
W
FM
PROPOSED EXTERIOR LIGHTING CONDUITL
ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN
ACCORDANCE WITH THE CHAMPLAIN WATER DISTRICT
SPECIFICATIONS AND DETAILS FOR THE INSTALLATION OF WATER
LINES AND APPURTENANCES, CURRENT EDITION, HENCEFORTH CWD
SPECIFICATIONS.
THE SBWD SHALL BE NOTIFIED PRIOR TO BACKFILLING TO INSPECT
ALL JOINTS, FITTINGS, MAIN LINE TAPS, APPURTENANCES AND
WATER LINE CROSSINGS.
THE CONTRACTOR SHALL NOTIFY
AND OBTAIN A TICKET FROM
"DIGSAFE" AT 811 PRIOR TO ANY
EXCAVATION.
SOUTH BURLINGTON CITY CENTER
LOT M4
200 GARDEN STREET SOUTH BURLINGTON
Date
Sheet number
Scale
Checked
Drawn
Survey
Date Revision By
These plans shall only be used for the purpose shown below:
Sketch/Concept
Final Local Review
Construction
Record Drawing
05-15-24
KB
ABR
B&G
THE SNYDER GROUP, INC.
4076 SHELBURNE ROAD, SUITE 6
SHELBURNE, VERMONT 05482
802-985-5722
WWW.SNYDERHOMESVT.COM
AS SHOWN
UTILITY PLAN
3
07-15-24 REVISE WATER SERVICE, EMERGENCY ACCESS CONNECTION ABR
07-29-24 ADD SIDEWALK CONNECTION TO TRASH STRUCTURE ABR
08-13-24 REV/ CWD NOTE, DELETE SPACE, ADD EV CONDUIT ABR
EV CAPABLE SPACES
EVEV
EV
EV
EV
EV
EV
EV
EV EV EV EV EV EV
EV EV EV EV EV EV EV EV EV
SUMMARY OF EV CAPABLE SPACES
23 SURFACE SPACES
29 GARAGE SPACES
52 TOTAL EV CAPABLE SPACES