HomeMy WebLinkAboutSP-22-023 - Plans - Non-Record - 0095 Swift StreetN
VT STATE PLANE GRIDFalse Northing: 0.0000False Easting: 1640416.6667Origin Latitude: 42°30'00.0000"NCentral Meridian: 72°30'00.0000"WUS Survey FootTransverse MercatorNAD83 Vermont State PlanesVT83
NOT TO SCALE
CANADA
ORLEANS
ESSEX
WASHINGTONLAMOILLEFRANKLINGRAND ISLEADDISONCHITTENDENORANGECALEDONIAWINDSORRUTLANDBENNINGTONWINDHAM
N
VT STATE PLANE GRIDAPPROVED DATE
DATUM
NEW YORK
State of
MASSACHUSETTS
Commonwealth of
NEW HAMPSHIRE
State of
PROPOSED IMPROVEMENT
Stantec Consulting Services Inc.
www.stantec.com
Fax: (802) 864-0165
Phone: (802) 864-0223
South Burlington VT U.S.A. 05403
55 Green Mountain Drive
PUBLIC WORKS
CITY OF SOUTH BURLINGTON
SHEET 1 OF SHEETS22
HORIZONTAL: NAD83 sFT
INDEX OF SHEETS
INDEX OF STANDARDS
PLANS.
SPECIAL PROVISIONS AS ARE INCORPORATED IN THESE
REVISIONS AND SUCH REVISED SPECIFICATIONS AND
FOR USE ON THIS PROJECT, INCLUDING ALL SUBSEQUENT
FEDERAL HIGHWAY ADMINISTRATION ON APRI L 1 3, 2018
FOR CONSTRUCTION DATED 2018, AS APPROVED BY THE
WITH THESE PLANS AND THE STANDARD SPECIFICATIONS
CONSTRUCTION IS TO BE CARRIED ON IN ACCORDANCE
PROJECT NUMBER : STP MM 19(10)
VERTICAL: NAVD 83
MUNCIPAL PROJECT MANAGER
PROJECT MANAGER : ISRAEL MAYNARD, P.E.
VERMONT SURVEY AND ENGINEERING JUNE 2019SURVEYED BY :
DRAINAGE SYSTEM TO THE PROPOSED DETENTION POND.
POND ADJACENT TO THE BIKEPATH. CONNECTION OF EXISTING BREWER PARKWAY CLOSED
PROJECT DESCRIPTION: CLOSED DRAINAGE ALONG LINDENWOOD DRIVE TO A PROPOSED DETENTION
BURLINGTON, VERMONT.
PROJECT LOCATION: THE PROJECT IS LOCATED ALONG LINDENWOOD DRIVE IN SOUTH
STP MM 19(10)
PROJECT LOCATION
QUALITY ASSURANCE PROGRAM : LEVEL 3
SURVEYED DATE : OCTOBER 2019
STORMWATER DETENTION POND
LINDENWOOD DRIVE (TH 46)
PROJECT NAME : SOUTH BURLINGTON
0 60 120
SCALE IN FEET
CONSTRUCTION SIGN DETAILST-30
CONVENTIONAL ROAD CONSTRUCTION APPROACH SIGNINGT-10
TRAFFIC CONTROL GENERAL NOTEST-1
CHAIN LINK FENCE, TYPE I DETAILSF-2
INLET PROTECTION DEVICE, TYPE IE-13
STABILIZED CONSTRUCTION ENTRANCEE-12
ROLLED EROSION CONTROL PRODUCT, TYPE IE-10
TREE PLANTINGE-1
PRECAST REINF.CONC. MH-GRATES, CAST IROND-15
STEEL GRATE, CAST IRON GRATE TYPE AD-11
8/6/2012
8/6/2012
4/25/2016
6/1/1994
4/7/2020
4/7/2020
4/7/2020
7/11/2017
6/1/1994
6/1/1994
CHRISTINE GINGRAS
PEDESTRIAN TRAFFIC CONTROL PLAN
CONSTRUCTION APPROACH SIGN SHEET
CROSS SECTIONS
EROSION CONTROL DETAILS
EROSION CONTROL PLAN SHEETS
ROADWAY PROFILE SHEET
DRAINAGE PROFILE SHEET
PLAN & PROFILE SHEETS
CONVENTIONAL LEGEND & SYMBOLOGY SHEET
QUANTITY SUMMARY SHEET
DETAILS SHEETS
TYPICAL SECTIONS SHEET
GENERAL NOTES SHEET
TITLE SHEET
LINDENWOOD DRIVE
BREWER PARKWAY
22
21
16-20
15
13-14
12
11
9-10
8
7
4-6
3
2
1
STA. 18+43.0
END PROJECT
STA. 10+15.67
BEGIN PROJECTTO BURLINGTONUS ROUTE 7TO SHELBURNE14+00 15+0013+0012+0011+0010+00
18+00DRA
NYAM .S LEAR
SINO. 69573
CIVIL TNOMREV FO ETA
TSREENIGNE LANOISSEFO
RP DESNECIL21521517+00220
22022016+00
.
...
of 0222
Drawing No.RevisionSheet
195311743 N.T.S.
ScaleProject No.
GENERAL NOTES SHEET
Title
Client/Project
Permit-Seal
Chkd.Dwn.Dsgn.YY.MM.DD
File Name:
ByIssued Appd.YY.MM.DD
ByRevision Appd.YY.MM.DD
Notes
Legend
Consultants
authorized by Stantec is forbidden.
The Copyrights to all designs and drawings are the property of
Stantec. Reproduction or use for any purpose other than that
NOT scale the drawing - any errors or omissions shall be reported to
Stantec without delay.
Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO
www.stantec.com
Tel.802.864.0223
SOUTH BURLINGTON, VT 05403
55 GREEN MOUNTAIN DRIVE
UTILITY GENERAL NOTES
SHALL BE INCIDENTAL TO ALL OTHER CONTRACT ITEMS.
PEDESTRIAN TRAVEL THROUGH THE WORK ZONE. BACKFILL MATERIALS INCLUDING TEMPORARY SUBBASE
BACKFILLED OR PROPERLY PROTECTED AT THE END OF EACH WORK DAY TO ENSURE SAFE MOTORIST AND
DRIVEWAYS, AND LAWNS FOR STOWMWATER DRAINAGE INSTALLATIONS. THESE TRENCHES SHALL BE
THE PROJECT WILL INVOLVE A NUMBER OF TRENCHES TO BE DUG THROUGH EXISTING SHARED USE PATH, 1.
DRIVEWAYS:
DURING CONSTRUCTION. .
CONTRACTOR SHALL MAINTAIN ACCESS TO AFFECTED COMMERCIAL AND RESIDENTIAL PROPERTIES AT ALL TIMES 10.
SOUTH BURLINGTON, PUBLIC WORKS DEPARTMENT.
BURLINGTON, PUBLIC WORKS DEPARTMENT. AS-BUILT RECORDS SHALL BE DEVELOPED AS DIRECTED BY THE CITY OF
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT RECORDS TO THE CITY OF SOUTH 9.
THE CONTRACTOR SHALL PROMPTLY RESTORE ALL GRASS AREAS DISTURBED AS DIRECTED BY THE ENGINEER.8.
NO TIME SHALL A CUSTOMER BE WITHOUT WATER FOR MORE THAN 4 HOURS.
CUSTOMERS TO BE TEMPORARILY OUT OF WATER A MINIMUM OF 48 HOURS PRIOR TO THE SHUTDOWN ACTIVITY. AT
IN THE EVENT OF A PLANNED TEMPORARY WATER SERVICE SHUTDOWN, THE CONTRACTOR SHALL NOTIFY ALL 7.
WITHOUT PRIOR APPROVAL BY THE DEPARTMENT OF PUBLIC WORKS.
CONTRACTOR SHALL NOT BE ALLOWED TO OPERATE ANY EXISTING GATE VALVES, FIRE HYDRANTS, OR CURB STOPS
THE STANDARD FOR EXISTING GATE VALVES AND CURB STOPS IS OPEN LEFT OR COUNTER CLOCKWISE. THE 6.
SIZES, AND ELEVATIONS OF INVERTS PRIOR TO ORDERING PRECAST CONCRETE STRUCTURES.
WHEN REPLACING STRUCTURES AND/OR CONNECTING TO EXISTING PIPING SYSTEMS, CONFIRM EXISTING LOCATIONS, 5.
CPEP (SL).
INSULATION AND SAND BEDDING SHALL BE CONSIDERED INCIDENTAL TO ITEM 601.2610 15" CPEP (SL) OR 601.2615 18"
SERVICE AND STORM DRAIN CROSSINGS, AND AS DIRECTED BY THE ENGINEER. PAYMENT FOR POLYSTYRENE RIGID
THE CONTRACTOR SHALL INSTALL FOUR INCH POLYSTYRENE RIGID INSULATION AT ALL WATER MAIN/WATER 4.
EXISTING EASEMENTS.
ALL WORK TO BE COMPLETED, UNLESS OTHERWISE NOTED, SHALL BE WITHIN THE PUBLIC RIGHT OF WAY (ROW) OR 3.
NOT WARRANTED TO BE EXACT NOR IS IT WARRANTED THAT ALL UNDERGROUND STRUCTURES ARE SHOWN.
THE LOCATION OF EXISTING PIPES, DUCTS, AND OTHER UNDERGROUND STRUCTURES SHOWN ON THESE PLANS ARE 2.
WITH THESE ROUTINE RELOCATIONS.
PIPING AS REQUIRED, AND THE CONTRACTOR SHALL HAVE NO CLAIM FOR ADDITIONAL TIME OR COSTS ASSOCIATED
RELOCATE EXISTING SANITARY SEWER/WATER MAINS AND SERVICES AFFECTED BY THE WORK OR TO INSTALL NEW
THE CONTRACTOR'S SCHEDULE SHALL TAKE INTO CONSIDERATION THE TIME TO CROSS AND, IF REQUIRED, TO
(RELOCATE COPPER WATER SERVICE), OR 900.620 SPECIAL PROVISION (RELOCATE SEWER SERVICE).
WATER AND SANITARY SEWER FLOWS SHALL BE CONSIDERED INCIDENTAL TO ITEM 900.620 SPECIAL PROVISION
OF EXISTING PIPING, AND INSTALLATION OF NEW PIPING AS REQUIRED. PAYMENT FOR MAINTENANCE OF EXISTING
AT ALL TIMES DURING CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, BYPASS PUMPING, TEMPORARY RELOCATION
THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF EXISTING WATER AND SANITARY SEWER FLOWS 1.
details.dgn PZA 4/15/2022JMLISM
STP MM 19(10)
DETENTION POND
LINDENWOOD DRIVE STORMWATER
FOR TYPE D OR TYPE E GRATES AND D-11 FOR CAST IRON COVER.
11. CATCH BASIN GRATE OR COVER ORIENTATION SHALL BE IN ACCORDANCE WITH STANDARD DRAWING D-15
MANUFACTURER FOR ALL PIPE PENETRATIONS.
EACH PIPE CONNECTING TO STRUCTURE. SLEEVES SHALL BE CAST INTO PRECAST STRUCTURE BY THE
10. PROVIDE FLEXIBLE RUBBER SLEEVES CONFORMING TO ASTM C-923, RESILIENT, OF SIZE REQUIRED, FOR
BUTYL MASTIC SEALANT.
9. PRECAST SECTIONS SHALL HAVE A TONGUE AND GROOVE JOINT AND BE ASSEMBLED USING AN APPROVED
8. ALL PIPE INVERTS AND PENETRATION ANGLES SHALL BE FIELD VERIFIED PRIOR TO PRECASTING.
RINGS, 12" MAXIMUM.
7. FITTING FRAME TO FINAL GRADE MAY BE DONE WITH PRECAST CONCRETE OR RUBBER COMPOSITE GRADE
NO HOLES CLOSER THAN 6" TO JOINTS.
HOLES, NO MORE THAN 75% OF A HORIZONTAL CROSS-SECTION SHALL BE HOLES, AND THERE SHALL BE
6. ALL STRUCTURES WITH MULTIPLE PIPES SHALL HAVE A MINIMUM OF 1' OF OUTSIDE SURFACE BETWEEN
5. FACE OF PIPE SHALL NOT PROJECT MORE THAN 2" OR LESS THAN 1" FROM INSIDE WALL OF STRUCTURE.
WATERPROOFING CONCRETE ADMIXTURE.
4. THE PRECAST CONCRETE SECTIONS SHALL BE COATED WITH A DAMP PROOFING OR SHALL BE CAST WITH A
3. STEEL REINFORCING SHALL CONFORM TO ASTM A185 OR A82 FOR HS25 LOADING.
2. MINIMUM CONCRETE COMPRESSIVE STRENGTH: 4000 PSI AT 28-DAYS.
1. PRECAST CONCRETE SECTIONS SHALL CONFORM TO THE STANDARD SPECIFICATIONS AND ASTM C-478.
PRECAST STRUCTURE GENERAL NOTES:
STANDARD SPECIFICATIONS.
DETAILS. EPSC REQUIREMENTS SHALL BE GOVERNED BY SUBSECTION 105.23 OF THE 2018 VTRANS
LOW RISK SITE HANDBOOK FOR EROSION PREVENTION AND SEDIMENT CONTROL FOR PRACTICES AND
AND PERMANENT STABILIZATION OF ALL DISTURBED SURFACES. THE CONTRACTOR SHALL REFER TO THE
1. EROSION PREVENTION AND SEDIMENT CONTROL (EPSC) CONSISTS OF INLET PROTECTION AND TEMPORARY
EROSION PREVENTION AND SEDIMENT CONTROL:
PAID INCIDENTAL TO ITEM 406.38 HAND-PLACED BITUMINOUS CONCRETE PAVEMENT, DRIVES.
BETWEEN 0.025 AND 0.04 GAL/SY, AS DIRECTED BY THE ENGINEER. EMULSIFIED ASPHALT SHALL BE
OF SECTION 404. EMULSIFIED ASPHALT SHALL BE APPLIED TO ALL OTHER PAVED SURFACES AT A RATE
PAVEMENT AND ON THE FACE OF CURB OR SAWCUT. EMULSIFIED ASPHALT SHALL MEET THE REQUIREMENTS
2. EMULSIFIED ASPHALT SHALL BE APPLIED ON EXISTING PAVEMENT SURFACES, BETWEEN ALL COURSES OF
HAND-PLACED BITUMINOUS CONCRETE PAVEMENT, DRIVES.
LIFTS SHALL NOT EXCEED 2-1/2". BITUMINOUS CONCRETE PAVEMENT SHALL BE PAID AS ITEM 406.38
EXISTING PAVEMENT. PAVEMENT SHALL BE BITUMINOUS CONCRETE PAVEMENT, TYPE IIIS. PAVEMENT
1. PAVEMENT PATCHING FOR ROADWAY, DRIVE AND SHARED USE PATH CROSSINGS SHALL MATCH THE DEPTH OF
PAVING NOTES:
6. PAYMENT FOR SAW CUTTING SHALL BE INCIDENTAL TO ITEM 203.15.
ITEMS.
ITEMS. ANY OTHER WORK OR MATERIALS NECESSARY SHALL BE INCIDENTAL TO ALL OTHER CONTRACT
TOPSOIL, SEED, FERTILIZER, LIMESTONE AND MULCH SHALL BE PAID PER THEIR RESPECTIVE PAY
ACCORDANCE WITH SECTION 107 OF THE VAOT 2018 STANDARD SPECIFICATIONS FOR CONSTRUCTION.
5. CONTRACTOR SHALL RESTORE PROPERTY IN AN ACCEPTABLE MANNER SATISFACTORY TO THE ENGINEER IN
WITHIN THIS AREA UNLESS CWD PERSONNEL ARE ONSITE.
TO EXCAVATING WITHIN 10 FEET OF CWD WATERMAINS. CONTRACTOR SHALL NOT COMMENCE EXCAVATION
4. CONTRACTOR SHALL NOTIFY CHAMPLAIN WATER DISTRICT A MINIMUM OF FIVE (5) CALENDAR DAYS PRIOR
COST TO COMPLETE THIS WORK SHALL BE INCIDENTAL TO ALL OTHER CONTRACT ITEMS.
CONTRACTOR SHALL WORK WITH PROPERTY OWNERS TO MAINTAIN ACCESS TO PROPERTY AT ALL TIMES.
AND BUSINESSES. THE CITY WILL INFORM PROPERTY OWNERS OF WORK TO BE COMPLETED. THE
DISTRICT PRIOR TO BEGINNING WORK. THE CITY WILL PROVIDE NOTICE TO ADJACENT PROPERTY OWNERS
3. CONTRACTOR SHALL PROVIDE AT LEAST TWO WEEKS NOTICE TO THE CITY AND CHAMPLAIN WATER
CONSTRUCTION SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
IRON PINS, AND ANY OTHER APPURTENANCES DURING CONSTRUCTION. DAMAGE CAUSED DURING
2. CARE SHALL BE TAKEN TO AVOID DAMAGE TO NEARBY FENCES, DRIVEWAYS, BUILDINGS, MONUMENTS,
THESE CONFLICTS.
MADE TO THE CONTRACTOR TO MITIGATE CONFLICTS DUE TO THE CONTRACTOR'S FAILURE TO FORECAST
ENGINEER BEFORE CONSTRUCTION OF SERVICE CONNECTION. NO ADDITIONAL COMPENSATION WILL BE
BASINS, UTILITY DUCTS, TRANSFORMERS AND PEDESTALS, THE CONTRACTOR SHALL NOTIFY THE
WITH OTHER PROPOSED INFRASTRUCTURE, INCLUDING TO BUT NOT LIMITED TO DRAINAGE PIPES, CATCH
IF EXPLORATORY EXCAVATION REVEALS THAT NEW SERVICE CONNECTIONS WILL BE LOCATED IN CONFLICT
EXCAVATION OF EARTH, EXPLORATORY.
SERVICES. PAYMENT OF EXPLORATORY EXCAVATION SHALL BE MADE UNDER ITEM 204.22 TRENCH
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE EXISTING WATER AND SEWER MAINS AND
MATERIALS OR BEGINNING CONSTRUCTION OF NEW FACILITIES OR PIPING THAT MAY BE AFFECTED. THE
BUILDING SERVICES AT THE RIGHT-OF-WAY LINE BY EXPLORATORY EXCAVATION PRIOR TO ORDERING
SHALL BE RESPONSIBLE TO VERIFY THE LOCATIONS AND SIZES OF ALL EXISTING WATER AND SEWER
LOCATING EXISTING WATER AND SEWER SERVICES DURING CONSTRUCTION. HOWEVER, THE CONTRACTOR
BURLINGTON, PUBLIC WORKS DEPARTMENT PERSONNEL WILL TRY TO ASSIST THE CONTRACTOR IN
AND/OR PARCEL, OR AS DEPICTED OTHERWISE ON THE PLANS. WHEN ABLE, THE CITY OF SOUTH
CONTRACTOR SHALL ANTICIPATE AT LEAST ONE WATER AND ONE SEWER SERVICE FOR EACH BUILDING
1. THE EXACT LOCATIONS AND DEPTHS OF EXISTING WATER AND SEWER SERVICES ARE UNKNOWN.
GENERAL PROJECT NOTES:
of322
Drawing No.RevisionSheet
195311743 N.T.S.
ScaleProject No.
TYPICAL SECTION SHEET 1
Title
Client/Project
Permit-Seal
Chkd.Dwn.Dsgn.YY.MM.DD
File Name:
ByIssued Appd.YY.MM.DD
ByRevision Appd.YY.MM.DD
Notes
Legend
Consultants
authorized by Stantec is forbidden.
The Copyrights to all designs and drawings are the property of
Stantec. Reproduction or use for any purpose other than that
NOT scale the drawing - any errors or omissions shall be reported to
Stantec without delay.
Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO
www.stantec.com
Tel.802.864.0223
SOUTH BURLINGTON, VT 05403
55 GREEN MOUNTAIN DRIVE
4/15/2022details.dgn
LINDENWOOD DRIVE STORMWATER
DETENTION POND
STP MM 19(10)
4" OF TOPSOIL
NOT TO SCALE
NOTES:
1.
DETENTION POND TYPICAL
ADDITIONAL DETAILS ON TURF ESTABLISHMENT.
SEE EPSC DETAILS FOR SEEDING FORMULA AND
WIDTH VARIES
BE PAID AS COMMON EXCAVATION
EXCAVATION OF DETENTION POND TO
ELEV. 215.00
RIM ELEV.=221.0
OUTLET STRUCTURE
2% (MAX.)
CRUSHED STONE
DENSE GRADED
12" SUBBASE OF
(SEE NOTE 1)
AND SEED (TYP.)
4" OF TOPSOIL
NOT TO SCALE
ADDITIONAL DETAILS ON TURF ESTABLISHMENT.
1. SEE EPSC DETAILS FOR SEEDING FORMULA AND
NOTES:
ACCESS ROAD TYPICAL
EXCAVATION
LIMITS OF COMMON
1:3
1:31
:3
MIN
6'-0"
SEE PLANS AND CROSS SECTIONS
ACCESS ROAD
(BELOW)
SEE TYPICAL
PZA JMLISM
TOP OF BERM ELEV. 222.00
BERM EXISTING GROUND
SEE TYPICAL (ABOVE)DETENTION PONDACCESS ROAD
10'-0"
THE DETENTION POND
ALONG THE WEST SIDE OF
IMPERMEABLE LINER
AND FERTILIZER(SEE NOTE 1)
SEED, TEMPORARY EROSION MATTINGELEV. 214.60
TOE OF LINER
ELEV. 221.60
TOP OF LINER
SPLIT RAIL FENCE SPLIT RAIL FENCE
EXISTING GROUND
SPLIT RAIL FENCE
NOT TO SCALE
LINDENWOOD DRIVE TYPICAL
C LINDENWOOD DRIVEL
10'-0" TRAVEL LANE10'-0" TRAVEL LANE
2" TYPE IIIS
1 1/2" TYPE IVS OVER
* 1 1/2" TYPE IVS OVER
* 5" BITUMINOUS CONCRETE PAVEMENT
3" SUBBASE OF CRUSHED GRAVEL FINE GRADED
FG
TURF ESTABLISHMENT INFORMATION
DETAILS FOR ADDITIONAL
AND SEED (TYP.) SEE EPSC
4" OF TOPSOIL
EXISTING SUBGRADE
1.0% 1.0%
EXISTING GROUND
of 0422
Drawing No.RevisionSheet
195311743 N.T.S.
ScaleProject No.
DETAIL SHEET 1
Title
Client/Project
Permit-Seal
Chkd.Dwn.Dsgn.YY.MM.DD
File Name:
ByIssued Appd.YY.MM.DD
ByRevision Appd.YY.MM.DD
Notes
Legend
Consultants
authorized by Stantec is forbidden.
The Copyrights to all designs and drawings are the property of
Stantec. Reproduction or use for any purpose other than that
NOT scale the drawing - any errors or omissions shall be reported to
Stantec without delay.
Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO
www.stantec.com
Tel.802.864.0223
SOUTH BURLINGTON, VT 05403
55 GREEN MOUNTAIN DRIVE
TRENCH LIMITS
PROJECT INSIDE OF
NO ROCK SHALL
FINISH GRADE
CROSS COUNTRY
CL
NOT TO SCALE
SAWCUT PAVING
D+3 FT
TRENCH LIMITS
D
TOPSOIL AND SEED
12"STONECRUSHEDGRADEDDENSEdetails.dgn 4/15/2022
TYPICAL STORM DRAIN TRENCH DETAIL
STORM DRAIN PIPE
18"18"
IMMEDIATELY AROUND PIPE.
AND TAMP MATERIAL
SPRINGLINE. HAND BACKFILL
6" (MIN.) BELOW PIPE TO
CRUSHED STONE BEDDING.
MECHANICAL MEANS
6" DIA. COMPACT BY
STONES EXCEEDING
FOREIGN MATERIALS OR
MATERIAL FREE OF WOOD,
EARTH BORROW OR WASTE
LINDENWOOD DRIVE STORMWATER
DETENTION POND
STP MM 19(10)
MIN
12"
THROUGH PAVEMENT
MATCH EXISTING PAVEMENT DEPTH
MIN
12"
STAGGER JOINTS 12" MINIMUM PER LIFT
CONCRETE MATERIAL, DRIVES
LIMITS OF HAND-PLACED BITUMINOUS
IRON GRATE).
MANHOLE CONCRETE CATCH BASIN WITH CAST
(ITEM 604.20 PRECAST REINFORCED CONCRETE
1.ALL WORK SHOWN ON THIS DETAIL PAID AS
NOTES:
PZA JMLISM
NOT TO SCALE
5' POST SPACING (TYP.)
5 1/2"
8"
8"
5 1/2"
8"
5 1/2"
3"3'-6"40 1/2"SECTION VIEW ELEVATION VIEW
FINISH
GRADE
POSTS
PRESSURE TREATED
AND RAILS AS SHOWN. (SUBSID. TO FENCE)
WELDED WIRE FENCE BETWEEN WOOD POSTS
ATTACH 36" H, 2" X 4" BLACK PVC COATED
FROM EDGE OF BUTT JOINT.
LIMITED BY ANGLED SEGMENTS 1/2"
STAGGER BUTT JOINTS EXCEPT WHERE
(TYP.)
7/8" DIA. WASHER
1/2" LAG SCREW WITH
2 - 3/8" DIA. x 3
2X6 LUMBER RAIL
POST
TREATED TIMBER
4X4 PRESSURE
FILL
COMPACTED BACK
COMPACTED BASE/
UNDISTURBED, OR
DRILLED) (TYP. FOR ALL LAG SCREWS)
COUNTERBORE FOR SCREW HEAD AND WASHER (FIELD
DIA. x 1 11/16"; PROVIDE I" x 5/16" DEEP
PREBORE 1/4" DIA. LEAD HOLE, COUNTER BORE 5/16"
SPLIT RAIL FENCE DETAIL
NOT TO SCALE
TYPICAL CATCH BASIN DETAIL2'-0 SLAB REINFORCEMENT
CIRCUMFERENTIAL REINFORCEMENT
JOINTS SHALL HAVE MASTIC-SEAL
OR BUTYL RUBBER GASKET48" I.D.SUMPPRECAST CONCRETE COVER
RISER AS REQUIRED
PRECAST CONCRETE BASE SECTION
ADJUSTMENT OF FRAME AND
CAST IRON FRAME AND GRATE
MORTAR TYPE II
STORM PIPE
2'-0"
BOOTED CONNECTION
GRATE WITH GRADE RING
TO GRADE
SLOPE
MECHANICAL MEANS
6" DIA. COMPACT BY
STONES EXCEEDING
FOREIGN MATERIALS OR
MATERIAL FREE OF WOOD,
EARTH BORROW OR WASTE
NOT TO SCALE
EXCAVATION AND BACKFILL DETAIL
DRAINAGE STRUCTURE
(TYP)
18"
CRUSHED STONE BEDDING
12"
TRENCH LIMITS
PROJECT INSIDE OF
NO ROCK SHALL
SUBGRADE IN PAVED AREAS, EXISTING GROUND IN UNPAVED AREAS
EXCAVATION
PAY LIMITS FOR TRENCH
MECHANICAL MEANS
6" DIA. COMPACT BY
STONES EXCEEDING
FOREIGN MATERIALS OR
MATERIAL FREE OF WOOD,
EARTH BORROW OR WASTE
of 0522
Drawing No.RevisionSheet
195311743 N.T.S.
ScaleProject No.
DETAIL SHEET 2
Title
Client/Project
Permit-Seal
Chkd.Dwn.Dsgn.YY.MM.DD
File Name:
ByIssued Appd.YY.MM.DD
ByRevision Appd.YY.MM.DD
Notes
Legend
Consultants
authorized by Stantec is forbidden.
The Copyrights to all designs and drawings are the property of
Stantec. Reproduction or use for any purpose other than that
NOT scale the drawing - any errors or omissions shall be reported to
Stantec without delay.
Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO
www.stantec.com
Tel.802.864.0223
SOUTH BURLINGTON, VT 05403
55 GREEN MOUNTAIN DRIVE
STRUCTURE
PRECAST CONCRETE
NOT TO SCALE
SECTION A-A
6" MIN.
8" MIN
CRUSHED GRAVEL
12" MIN.
9"
TYP.
4'-0"
NOT TO SCALE
TRASH RACK
2" x ‚"
ALL FACES
EXPANDED STEEL GRATE
3 LB PER SQ. FT.
(ALLOW TOP REMOVAL)
…" FASTENER
BOLTED GALVANIZED
GALVANIZED COMPOUND
COATED WITH ZINC COLD
ALL SURFACES TO BE
NOTE:
1'-0"1'-0"VALVE
4" GATE
INV IN = 215.00
POND DRAIN
4" DI INV. = 214.50
18" OUTLET PIPE
PLAN
4" GATE VALVE
FLOWFLOWA4'-0"4'-0"
MIN.
1.5'MIN.2'-0"1.5'WALL PENETRATION
LINK SEAL
OUTLET PIPE
18" CPEP
BARS @ 6" O.C.
EPOXY COATED STEEL
CAST-IN VERTICAL
DRAIN PIPE
4" DI
OF STRUCTURE
MOUNT TO TOP
PROVIDE VALVE NUT
OF STEM
GUIDE AT MIDPOINT
PROVIDE VALVE STEM
VALVE
CRADLE FOR GATE
PROVIDE CONCRETE
A
details.dgn 4/15/2022
(OUTLET CONTROL STRUCTURE).
OUTLET PIPE PAID AS ITEM 900.620 SPECIAL PROVISION
1. ALL WORK SHOWN ON THIS DETAIL WITH THE EXCEPTION OF
NOTES:
LINDENWOOD DRIVE STORMWATER
DETENTION POND
STP MM 19(10)
NOT TO SCALE
ALUMINUM ORIFICE PLATE
WITH 3"X1/4" ALUMINUM WASHERS
1/2" SS ANCHOR BOLTS
= 215.00
BOTTOM ELEV
4" DIAMETER OPENING
CONCRETE STRUCTURE
CONNECTED TO EXTERIOR OF
ORFICE PLATE SECURLY
6"X6"X1/4" ALUMINUM
OUTLET STRUCTURE
DRY DETENTION BASIN
ORIFICE FOR DEBRIS STORAGE)
DEPRESSION IN FRONT OF 2"
(NOTE: GRADE 2'X4'X6" DEEP
BOTTOM ELEV = 215.00
EL = 221.00
TYPE D GRATE & FRAME
INV IN = 217.50
8" ORIFICE
PZA JMLISM
OUTLET STRUCTURE
CONCRETE
PRECAST
INV. IN = 219.00
BARS @ 6" O.C.
EPOXY COATED STEEL
WEIR WITH CAST-IN VERTICAL
2'-6" x 0'-8"'
(SEE DETAIL RIGHT)
INV. = 215.00
1" ORIFICE
THIS SHEET)
(SEE DETAIL
TRASH RACK (TYP)
2'-6" x 8" WEIR
5" ORIFICE AND
2" ORIFICE,
NOT TO SCALE
PRETREATMENT TANK DETAIL
FOR WATERTIGHT SEAL
CAULK SEAM AROUND OPENING
6'-0"12'-0"
OUTLET PIPE
18" CPEP
INLET PIPE
15" CPEP
FRAME & COVER
PROVIDE MANHOLE
(TYP.)
RISER AS NEEDED
4'-0"
BAFFLE 8"PLAN
AA
SECTION A-A 6'-0"GRATE & FRAME
PROVIDE TYPE D
12"
(TYP)
18"
TRENCH LIMITS
PROJECT INSIDE OF
NO ROCK SHALL
CRUSHED STONE BEDDING
INLET PIPE
15" CPEP
12" ORIFICE
BEDDING
CRUSHED STONE
EXCAVATION
PAY LIMITS FOR STRUCTURE
of 0622
Drawing No.RevisionSheet
195311743 N.T.S.
ScaleProject No.
DETAIL SHEET 3
Title
Client/Project
Permit-Seal
Chkd.Dwn.Dsgn.YY.MM.DD
File Name:
ByIssued Appd.YY.MM.DD
ByRevision Appd.YY.MM.DD
Notes
Legend
Consultants
authorized by Stantec is forbidden.
The Copyrights to all designs and drawings are the property of
Stantec. Reproduction or use for any purpose other than that
NOT scale the drawing - any errors or omissions shall be reported to
Stantec without delay.
Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO
www.stantec.com
Tel.802.864.0223
SOUTH BURLINGTON, VT 05403
55 GREEN MOUNTAIN DRIVE
JOINT
SEWERWATER
'A'
CROSSING
POINT OF
L
L/2
L/2
L
5' MIN. FOR STORM SEWER
FINISHED GRADE
WATER MAIN
DIMENSION
CLEARANCE
OUTSIDE PIPE
NOTES:
PLAN
SECTION
WATER MAIN
WATER MAIN
2 LAYERS = 4"
6" MIN.
2" THICK INSULATION
(2 REQUIRED)
8' MIN.
6" MIN.8' MIN.STORM SEWER CROSSING INSULATION DETAIL
STORM SEWER-WATER PARALLEL INSTALLATION
STORM SEWER PIPE
NOT TO SCALE
NOT TO SCALE
SDR 35 PVC), CENTERED ON THE CROSSED UTILITY.
CONSISTING OF A FULL (MINIMUM 19 FEET) LENGTH OF PIPE (E.G.
STORM SEWER SHALL BE COMPLETELY ENCASED IN A SEAMLESS SLEEVE
BE PROVIDED FOR THE STORM SEWER, PLUS THE WATER MAIN OR THE
TO EXISTING UTILITY, THEN ADEQUATE STRUCTURAL SUPPORT SHALL
IF IT IS IMPOSSIBLE TO MAINTAIN THE 18 - INCH SEPERATION DUE 3.
EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE WATER MAIN JOINTS.
SHOWN IN THIS DIAGRAM, SO THAT THE STORM SEWER JOINTS WILL BE
WITH ALL NEW CONSTRUCTION, THE CROSSING SHALL BE ARRANGED AS 2.
THAN 18 INCHES.
IN ALL NEW CONSTRUCTION, DIMENSION 'A' SHALL NEVER BE LESS 1.
CONSTRUCTION RESTRICTIONS:
AND BELOW INSULATION
PROVIDE SAND BLANKET ABOVE
735.01 AS STATED IN VTRANS STANDARD SPECIFICIATION FOR CONSTRUCTION.
3. POLYSTYRENE INSULATION BOARD SHALL MEET THE REQUIREMENTS OF SUBSECTION
MATCH EXISTING WATER SERVICE PIPE SIZE AND MATERIAL.2.
SEE SPECIFICATION 628.13 FOR DETAILS, DESCRIPTIONS AND INSTRUCTIONS.1.
NOTES:
CONSTRUCTION.
SUBSECTION 735.01 AS STATED IN THE VTRANS STANDARD SPECIFICATIONS FOR
AND POLYSTYRENE INSULATION BOARD SHALL MEET THE REQUIREMENTS OF
SAND BLANKET MATERIAL SHALL MEET THE REQUIREMENTS OF SUBSECTION 703.03 2.
COPPER WATER SERVICE), OR STORM PIPE ITEM.
CONSIDERED INCIDENTAL TO ITEM 900.620, SPECIAL PROVISION (RELOCATE
PAYMENT FOR POLYSTYRENE RIGID BOARD INSULATION AND SAND BEDDING SHALL BE 1.
STAGGERED AND TAPED.
ALL INSULATION JOINTS SHALL BE
PERPINDICULAR TO WATERLINE.
LAID WITH LONG AXIS CENTERED AND
OF INSULATION BOARD. BOTH LAYERS
TWO (2) LAYERS OF 4'x8' SHEETS STORM DRAIN
STORM DRAIN
STORM
SEWER
18" MIN.
18" MIN.
NOT TO SCALE
DETAIL
WATER SERVICE RELOCATION
COVER IS LESS THAN 6'-0"
4" INSULATION BOARD IF
RELOCATED COPPER SERVICE (TYP.)
LINDENWOOD DRIVE STORMWATER
DETENTION POND
STP MM 19(10)
PZA JMLISM
(TYP.)
X COMPRESSION)
(COMPRESSION
BRASS UNION
SERVICE
EXISTING
details.dgn 4/15/2022
www.stantec.com
Tel.
Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO
NOT scale the drawing - any errors or omissions shall be reported to
The Copyrights to all designs and drawings are the property of
authorized by Stantec is forbidden.
Stantec without delay.
Stantec. Reproduction or use for any purpose other than that
Consultants
Legend
Notes
Permit-Seal
Chkd.Dwn.Dsgn.YY.MM.DD
File Name:
ByIssued Appd.YY.MM.DD
ByRevision Appd.YY.MM.DD
55 GREEN MOUNTAIN DRIVE
SOUTH BURLINGTON, VT 05403
802.864.0223
QUANTITY SHEET 1
N.T.S.
Drawing No.
Scale
Revision
Title
Client/Project
Project No.
Sheet
of 0722
STP MM 19(10)
DETENTION POND
LINDENWOOD DRIVE STORMWATER
195311743
www.stantec.com
Tel.
Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO
NOT scale the drawing - any errors or omissions shall be reported to
The Copyrights to all designs and drawings are the property of
authorized by Stantec is forbidden.
Stantec without delay.
Stantec. Reproduction or use for any purpose other than that
Consultants
Legend
Notes
Permit-Seal
Chkd.Dwn.Dsgn.YY.MM.DD
File Name:
ByIssued Appd.YY.MM.DD
ByRevision Appd.YY.MM.DD
E
L
T
R
D
BK
AH
STA
POE
POB
PRC
PCC
PT
CC
PI
PC
CURVE EXTERNAL DISTANCE
CURVE LENGTH OF
CURVE TANGENT LENGTH
CURVE RADUIS OF
CURVE DEGREE OF (100FT)
BACK STATION SUFFIX
AHEAD STATION SUFFIX
STATION PREFIX
POINT OF ENDING
POINT OF BEGINNING
POINT OF REVERSE CURVE
POINT OF COMPOUND CURVE
POINT OF TANGENCY
CENTER OF CURVE
POINT OF INTERSECTION
POINT OF CURVATURE
WITH PROPOSED ANNOTATION.
FEATURES WITH HEAVIER LINEWEIGHT, IN COMBINATION
FOR EXISTING FEATURES, ALSO USED FOR PROPOSED
THESE ARE COMMON VAOT SURVEY POINT SYMBOLS
CULVERT (EXISTING)
ELECTRIC+CABLE
CABLE (TV)
ELECTRIC+TELEPHONE
UTILITY POLE GUY WIRE
ELECTRIC+TELEPHONE
PLAN LAYOUT MATCHLINE
CLEAR ZONE
TELEPHONE
ELECTRIC
CABLE+TELEPHONE
ELECTRIC+CABLE+TELEP.
ELECTRIC+TELEPHONE
ELECTRIC+CABLE
CABLE+TELEPHONE
SANITARY SEWER (SEPTIC)
ELECTRIC+CABLE+TELEP.
WATER LINE
GAS LINE
TELEPHONE
CABLE (TV)
ELECTRIC
CULVERT PROPOSED
BOTTOM OF DITCH L
STRUCTURE SUBSURFACE.WSO
WELL
VCTRL
TSIGN
TIE
TEL
STUMP
SIGN
SHRUB
SAT
S
RRSL
RRSIG
POST
PMK
PM
MM
MH
MB
LI
IPIPE
IP
HYD
HVCTRL
HCTRL
H
GV
GUYW
GUY
GSO
GP
GASFIL
FPOLE
EL
DITHR
COMB
CB
BND
BM
APL
IRON PIN TO BE SET
BNDNS
IPNS
CALC
BOUND TO BE SETBNDNS
IPNF
BOUND SET
ORDINARY HIGH WATER (OHW)
WETLAND BUFFER ZONE
USED TO CLARIFY AS NEEDED.
VARY, PLAN ANNOTATIONS AND NOTES SHOULD BE
SHEET COVERS THE BASICS. SYMBOLOGY ON PLANS MAY
AS NOTED ON PROJECT PLAN SHEETS. THIS LEGEND
LINEWEIGHT, IN COMBINATION WITH PROJECT ANNOTATION,
USED FOR EXISTING & PROPOSED FEATURES WITH HEAVIER
STANDARD CONVENTIONAL SYMBOLOGY. THE SYMBOLOGY IS
THE SYMBOLOGY ON THIS SHEET IS INTENDED TO COVER
PROW PROPOSED ROW POINT
LENGTH LENGTH CARRIED ON NEXT SHEET
EXISTING ROW POINT
(T)
(P)
UE
SR
R&REP
R&RES
LAND
I&M
HWY
EC
DRIVE
DR
DIT
D&C
CUL
CONST
CH
TEMPORARY EASEMENT
PERMANENT EASEMENT
UTILITY EASEMENT
SLOPE RIGHT
REMOVE & REPLACE
REMOVE & RESET
LANDSCAPE EASEMENT
INSTALL & MAINTAIN EASEMENT
HIGHWAY EASEMENT
EROSION CONTROL
DRIVEWAY EASEMENT
DRAINAGE EASEMENT
DITCH EASEMENT
DISCONNECT & CONNECT
CULVERT EASEMENT
CONSTRUCTION EASEMENT
CHANNEL EASEMENT
UTILITY (GENERIC-UNKNOWN)
UTILITY (GENERIC-UNKNOWN)
C
CZ
T&E
AG
HABITAT
FLOOD PLAIN
HISTORIC
HISTORIC DIST
ARCH
WATER SHUT OFF
WELL
CONTROL VERTICAL
SIGN W/DOUBLE POST
TIE
TELEPHONE POLE
STUMP
SIGN
SHRUB
SATELLITE DISH
TREE SOFTWOOD
RAILROAD SWITCH LEVER
RAILROAD SIGNAL
POST STONE/WOOD
PROJECT MARKER
PARKING METER
MILE MARKER
MANHOLE (MH)
MAILBOX
LIGHT - STREET OR YARD
IRON PIPE
IRON PIN
HYDRANT
CONTROL HORIZ. & VERTICAL
CONTROL HORIZONTAL
TREE HARDWOOD
GATE VALVE
GUY WIRE
GUY POLE
GAS SHUT OFF
GUIDE POST
GAS FILLER
FLAGPOLE
ELECTRIC POWER POLE
DROP INLET THROATED DNC
COMBINATION POLE
CATCH BASIN
BOUND
BENCHMARK
BOUND APPARENT LOCATION
SEE EPSC DETAIL SHEETS FOR ADDITIONAL SYMBOLOGY
IRON PIN FOUND
DITCH
FOUNDATION
GARDEN
HEDGE
BODY OF WATER EDGE
WOOD LINE
STONE WALL
ROAD EDGE PAVEMENT
ROAD EDGE GRAVEL
DRIVEWAY EDGE
RAILROAD TRACKS
LEDGE EXPOSED
BRUSH LINE
WALL
SLOPE RIGHTS
SURVEY LINE
6F PROPERTY BOUNDARY
4F PROPERTY BOUNDARY
PROPERTY LINE (P/L)
TOWN BOUNDARY LINE
COUNTY BOUNDARY LINE
STATE BOUNDARY LINE
FENCE STEEL POST
FENCE (EXISTING)
FENCE WOOD POST
SR SR SR
FILTER CURTAIN
SILT FENCE
SILT FENCE WOVEN WIRE
EPSC MEASURES
WETLAND BOUNDARY
RIPARIAN BUFFER ZONE
SOIL TYPE BOUNDARY
HISTORIC STRUCTURE
HISTORIC DISTRICT BOUNDARY
HISTORIC AREA
AGRICULTURAL LAND
HAZARDOUS WASTE AREA
ENVIRONMENTAL RESOURCES
FISH & WILDLIFE HABITAT
FLOOD PLAIN
STORM WATER
USDA FOREST SERVICE LANDS
WILDLIFE HABITAT SUIT/CONN
CHECK DAM
ARCHEOLOGICAL BOUNDARY
ARCHEOLOGICAL & HISTORIC
UTILITY SYMBOLOGY
UNDERGROUND UTILITIES
ABOVE GROUND UTILITIES (AERIAL)
PROJECT DESIGN & LAYOUT SYMBOLOGY
CODE DESCRIPTIONPOINT
COMMON TOPOGRAPHIC POINT SYMBOLS
DESCRIPTION
PROPOSED GEOMETRY CODES
CODE
BARRIER FENCE
EPSC LAYOUT PLAN SYMBOLOGY
PROJECT CONSTRUCTION SYMBOLOGY
EROSION MATTING
PROJECT CONSTRUCTION FEATURES
STONE FILL
TOE OF FILL SLOPE
TOP OF CUT SLOPE
CONVENTIONAL TOPOGRAPHIC SYMBOLOGY
EXISTING FEATURES
CONVENTIONAL BOUNDARY SYMBOLOGY
STRIPING LINE REMOVAL
REQUIRING RE-VEGETATION
DISTURBED AREAS
THREATENED & ENDANGERED SPECIES
SHEET PILES
HAZARDOUS WASTE
PERMANENT EASEMENT LINE (P)
TEMPORARY EASEMENT LINE (T)
BOUNDARY LINES
DESCRIPTIONCODEPOINT
STATE ROW
TOWN ROW
STATE ROW (LIMITED ACCESS)
PROJECT DEMARCATION FENCE
TREE PROTECTION ZONE (TPZ)
PROPOSED STATE R.O.W.
PROPOSED STATE R.O.W. (LIMITED ACCESS)
R.O.W. ABBREVIATIONS (CODES) & SYMBOLS
SYMBOLOGY LEGEND NOTE
GENERAL INFORMATION
ROAD GUARDRAIL
L L
PP
OHW
Drawing No.
Scale
Revision
Title
Client/Project
Project No.
Sheet
of
195311743
0822
55 GREEN MOUNTAIN DRIVE
SOUTH BURLINGTON, VT 05403
802.864.0223
frm.dgn PZA 4/15/2022CAGISM
CONVENTIONAL LEGEND
N.T.S.
STP MM 19(10)
DETENTION POND
LINDENWOOD DRIVE STORMWATER
& SYMOBLOGY SHEET
www.stantec.com
Tel.
Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO
NOT scale the drawing - any errors or omissions shall be reported to
The Copyrights to all designs and drawings are the property of
authorized by Stantec is forbidden.
Stantec without delay.
Stantec. Reproduction or use for any purpose other than that
Consultants
Legend
Notes
Drawing No.
Scale
Revision
Title
Client/Project
Project No.
Sheet
of
Permit-Seal
Chkd.Dwn.Dsgn.YY.MM.DD
File Name:
ByIssued Appd.YY.MM.DD
ByRevision Appd.YY.MM.DD
ORIGINAL SHEET - ANSI D
195311743
0
SOUTH BURLINGTON, VT 05403
802.864.0223
9 22
PLAN AND PROFILE SHEET 1
1" = 20'
STP MM19(10)
CP-1
0 20 40
0
10
20
SCALE IN FEET
LINDENWOOD DRIVE
DETENTION POND
N
VT STATE PLANE GRIDFalse Northing: 0.0000False Easting: 1640416.6667Origin Latitude: 42°30'00.0000"NCentral Meridian: 72°30'00.0000"WUS Survey FootTransverse MercatorNAD83 Vermont State PlanesVT83 MATCHLINE STA.15+25 SEE SHEET CP-202
CATCH BASIN AT STA. 10+66
CONSTRUCT NEW PRECAST REINFORCED CONCRETE
INSTALL 15" X 172' CPEP(SL)
STA. 10+66, C/L TO STA. 12+12, C/L
CATCH BASIN AT STA. 12+12
CONSTRUCT NEW PRECAST REINFORCED CONCRETE
INSTALL 15" X 334' CPEP(SL)
STA. 12+12, C/L TO STA.15+49, C/L
EXISTING ROW
EXISTING ROW
193 TILLEY DRIVE, SUITE 101
01
10"RCP
6"RCP
10"RCP
6"RCP
ARMH 103
4'TALL
24"MAPLE
6 5DROPS
18"MAPLE
12"MAPLE
30"RED MAPLE
16"CRABAPPLE 16"CRABAPPLE
CLUSTER
3"ORNAMENTAL
40"MAPLE
.
CLUSTER
3"SPRUCE
CHERRY
14"WEEPING
CHERRY
4"WEEPING
CEDAR ROW
36"MAPLE32"MAPLE 10"MAPLE
20"SPRUCE
.
24"SPRUCE
.
20"SPRUCE
.
16"BIRCH
36"MAPLE
60"MAPLE
210
220
230
240240
10+0010+2510+5010+7511+0011+2511+5011+7512+0012+2512+5012+7513+0013+2513+5013+7514+0014+2514+5014+7515+00EXIST. 10" SEWER
RIM EL = 222.66'
MH1
RIM EL = 223.96'
MH2
INV OUT = 216.69'
INV IN = 218.36'
15.00" X 333.19'
SLOPE =0.50%
INV OUT = 218.46'
INV IN = 219.19'
15.00" X 142.00'
SLOPE =0.50%
01
RIM EL =221.95'
CB1
RIM EL =222.62'
CB2
02
EXIST. 24" WATER
EXIST. 24" WATER
EXIST. 6" WATER (ASSUMED)EXIST. SEWER(ASSUMED)EXIST. SEWER(ASSUMED)EXIST. WATER (ASSUMED)EXIST. SEWER(ASSUMED)EXIST. SEWER(ASSUMED)EXIST. SEWER(ASSUMED)EXIST. SEWER(ASSUMED)EXIST. SEWER(ASSUMED)EXIST. WATER (ASSUMED)EXIST. SEWER(ASSUMED)EXIST. SEWER(ASSUMED)EXIST. SEWEREXIST. 6" WATER (ASSUMED)EXIST. WATER (ASSUMED)EXIST. WATER EXIST. WATER 11+00 12+00 13+00 14+00 15+00
10+00
EDGE OF PAVEMENT
0+001+00 2+00 3+00STA 0+00.00PCSTA 0+38.58PTSTA 0+43.97PCSTA 1+42.52PTSTA 0+19.36PISTA 0+93.26PI10+00 11+00 12+00 13+00 14+00 15+00
0201
CB1 CB2
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Tel.
Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO
NOT scale the drawing - any errors or omissions shall be reported to
The Copyrights to all designs and drawings are the property of
authorized by Stantec is forbidden.
Stantec without delay.
Stantec. Reproduction or use for any purpose other than that
Consultants
Legend
Notes
Drawing No.
Scale
Revision
Title
Client/Project
Project No.
Sheet
of
Permit-Seal
Chkd.Dwn.Dsgn.YY.MM.DD
File Name:
ByIssued Appd.YY.MM.DD
ByRevision Appd.YY.MM.DD
ORIGINAL SHEET - ANSI D
195311743
0
SOUTH BURLINGTON, VT 05403
802.864.0223
10 22
PLAN AND PROFILE SHEET 2
1" = 20'
STP MM19(10)
CP-2
0 20 40
0
10
20
SCALE IN FEET
LINDENWOO DRIVE
DETENTION POND
MATCHLINE STA. 15+25 SEE SHEET CP-1
03
04
05
06
07
09
CONSTRUCT STONE FILL TYPE II, AT OUTLET
OUTLET STRUCTURE AT STA. 17+11, LT
CONSTRUCT NEW DETENTION POND
INSTALL 18" X 58' CPEP
STA. 17+00, LT TO STA. 17+06, LT NVT STATE PLANE GRID
False Northing: 0.0000False Easting: 1640416.6667Origin Latitude: 42°30'00.0000"NCentral Meridian: 72°30'00.0000"WUS Survey FootTransverse MercatorNAD83 Vermont State PlanesVT83
CATCH BASIN AT STA. 15+49
CONSTRUCT NEW PRECAST REINFORCED CONCRETE
INSTALL 15" X 62' CPEP(SL)
STA. 15+49, C/L. TO STA. 16+13, C/L
CATCH BASIN AT STA. 16+13, C/L
CONSTRUCT NEW PRECAST REINFORCED CONCRETE
INSTALL 15" X 52' CPEP(SL)
STA. 16+13, C/L TO STA. 16+68, C/L
CATCH BASIN AT STA. 17+57, CL
CONSTRUCT NEW PRECAST PREINFORCED CONCRETE
INSTALL 15" X 86' CPEP(SL)
STA. 16+68, C/L TO STA. 17+57, C/L
CATCH BASIN CONSTRUCTION)
SHALL BE CONSIDERED INCIDENTAL TO
(CONNECTING TO EXISTING PIPE
CONNECT TO EXISTING 15" CSP
CATCH BASIN AT STA. 18+43, CL
CONSTRUCT NEW PRECAST REINFORCED CONCRETE
INSTALL 15" X 50' CPEP(SL)
STA. 17+91, C/L TO STA. 18+43, C/L
08
TANK AT STA. 17+91, CL
CONSTRUCT NEW PRECAST PRE TREATMENT
INSTALL 18" X 14' CPEP(SL)
STA. 16+68, C/L TO STA. 16+68, LT
CATCH BASIN AT STA. 17+91, CL
CONSTRUCT NEW PRECAST PREINFORCED CONCRETE
INSTALL 15" X 30' CPEP(SL)
STA. 17+57, C/L TO STA. 17+91, C/L
PIPE LENGTHS SHOWN IN CONSTRUCTION NOTES ARE PAY LENGTH.
PIPE LENGTHS SHOWN IN PROFILE ARE ACTUAL LENGTH.
NOTE:
SYMBOL BOTANICAL NAME QTY SIZE COMMENTCOMMON NAME
AS SUGAR MAPLE 1
'GREEN MOUNTAIN'
ACER SACCHARUM
CAL.
2.5"-3"
ROZZI BREWER
& SANDRA
REESE, ROBERT
JACQUELINE S.
WEINSTOCK,
GLEN S. & LORETTA
MARRIOTT,
CITY OF SOUTH BURLINGTON
VOL. 63, PG. 242
SOUTH BURLINGTON,
EASEMENT TO CITY OF
B & B
16+39.2-17+52.5, LT.
SPECIAL PROVISION (SPLIT RAIL FENCE)
193 TILLEY DRIVE, SUITE 101
2
0
5
205210
210210215215215
22022022022015
"CM
P
15"CMP
4"PVC
15"CMP
4"PVC
DIRT PATH
8"CHERRY
34"OAK
ARMH 104
WATCH
NEIGHBORHOOD
30"MAPLE
PATH
CROSSING
VEHICLES 5"MAPLE
6"MAPLE
48"OAK
7"MAPLE
8"APPLE
12"APPLE
BRICK PLANTER
BASE 3'TALL
03
200
210
220
230230
200
210
220
230230
15+2515+5015+7516+0016+2516+5016+7517+0017+2517+5017+7518+0018+2518+5018+7519+00
RIM EL = 220.83'
CB7
INV OUT = 216.29'
INV IN = 216.59'
15.00" X 60.21'
SLOPE =0.50%
INV OUT = 215.94'
INV IN = 216.19'
15.00" X 50.30'
SLOPE =0.50%
INV OUT = 215.72'
INV IN = 216.14'
15.00" X 85.75'
SLOPE =0.50%
INV OUT = 216.24'
INV IN = 216.39'
15.00" X 29.39'
SLOPE =0.50%
INV OUT = 216.49'
INV IN = 216.73'
15.00" X 48.73'
SLOPE =0.50%
RIM EL =222.00'
CB5
RIM EL =222.00'
CB6
RIM EL =222.00'
CB4
RIM EL =222.65'
CB3
04
TANK #1
PRETREATMENT
05 06 07
EXIST. 24" WATER
8.33'
INSULATION BOARD 215215220
220220NOVEMBER 2017
DELINEATED BY GILMAN & BRIGGS IN
EXISTING CLASS II WETLAND (PER VT DEC GUIDANCE)50' WETLAND BUFFER(ASSUMED)
EXIST. SEWER
(ASSUMED)
EXIST. SEWER
(ASSUMED)
EXIST. SEWER
16+00
STA 15+49.02PI
SEED PER TURF ESTABLISHMENT DETAIL
GRAVEL ACCESS ROAD, CAP WITH TOPSOIL AND
RETAIN 5" MAPLE
REMOVE 6" MAPLE
EXISTING 15" CMP
CUT, CAP AND ABANDON
EASEMENT
EXISTING DRAINAGE
OUTLET STRUCTURE
DRY DETENTION BASIN
CATCH BASIN
CSP TO PROPOSED
CONNECT EXISTING 15"
STA 17+57.28PI18+00 18+4318+43STA 18+43.41POESTA
1
6
+1
3.
2
3
P
I
STA 17+90.67PI
FENCE
PROPOSED SPLIT RAIL
6' GATE
APPLE
RETAIN 8"
GEOMEMBRANE LINER
6' FENCE GATE
PRETREATMENT TANK
2000 GALLON
17+0016+00(1)AS
03
04
07
09
CB3
CB4
CB7
05
06CB5
CB6
08
190
200
210
220
230
240240
190
200
210
220
230
240240
-0+50-0+250+000+250+500+751+00
RIM EL =221.00'
OUTLET STRUCTURE
09
www.stantec.com
Tel.
Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO
NOT scale the drawing - any errors or omissions shall be reported to
The Copyrights to all designs and drawings are the property of
authorized by Stantec is forbidden.
Stantec without delay.
Stantec. Reproduction or use for any purpose other than that
Consultants
Legend
Notes
Drawing No.
Scale
Revision
Title
Client/Project
Project No.
Sheet
of
Permit-Seal
Chkd.Dwn.Dsgn.YY.MM.DD
File Name:
ByIssued Appd.YY.MM.DD
ByRevision Appd.YY.MM.DD
195311743
0
55 GREEN MOUNTAIN DRIVE
SOUTH BURLINGTON, VT 05403
802.864.0223
11 22
1" = 20'
STP MM19(10)
LINDENWOO DRIVE
DETENTION POND
DRAINAGE PROFILES
STA. 17+17
OUTLET STRUCTURE - OUTLET
190
200
210
220
230
240240
190
200
210
220
230
240240
-0+500+000+250+500+75INV OUT = 215.38'
INV IN = 215.50'
18.00" X 13.76'
SLOPE =0.50%
INV OUT = 213.93'
INV IN = 214.50'
18.00" X 56.80'
SLOPE =1.00%
08
RIM EL =222.60'
PRETREATMENT TANK
www.stantec.com
Tel.
Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO
NOT scale the drawing - any errors or omissions shall be reported to
The Copyrights to all designs and drawings are the property of
authorized by Stantec is forbidden.
Stantec without delay.
Stantec. Reproduction or use for any purpose other than that
Consultants
Legend
Notes
Drawing No.
Scale
Revision
Title
Client/Project
Project No.
Sheet
of
Permit-Seal
Chkd.Dwn.Dsgn.YY.MM.DD
File Name:
ByIssued Appd.YY.MM.DD
ByRevision Appd.YY.MM.DD
195311743
0
55 GREEN MOUNTAIN DRIVE
SOUTH BURLINGTON, VT 05403
802.864.0223
12 22
1" = 20'
STP MM19(10)
LINDENWOO DRIVE
DETENTION POND
200
210
220
230
240
250250
200
210
220
230
240
250250
0+000+250+500+751+001+251+501+752+002+252+502+753+003+253+503+754+00PVC 0+28.65ELEV 222.63PVI 0+78.65
ELEV 222.26LO 0+81.18ELEV 222.44PVT 1+28.65ELEV 222.60PVI 1+50.00
ELEV 222.74
-0.7500% 0.6778%
L =100.00 FT
SSD =330 FT
K =70
222.66222.51222.44222.46222.57222.74222.7222.6222.6222.7222.7222.7222.7222.7222.8223.0223.2223.4223.6223.8222.7ELEV 222.66
PVI 0+24.64
ROADWAY PROFILE
VT STATE PLANE GRIDSCALE IN FEETMATCHLINE STA. 13+10 SEE SHEET EC-2False Northing: 0.0000False Easting: 1640416.6667Origin Latitude: 42°30'00.0000"NCentral Meridian: 72°30'00.0000"WUS Survey FootTransverse MercatorNAD83 Vermont State PlanesVT83
Drawing No.
Scale
Revision
Title
Client/Project
Project No.
Sheet
of
ORIGINAL SHEET - ANSI D
0 20 40
STP MM 19(10)
DETENTION POND
LINDENWOOD DRIVE STORMWATER
N
EC-1
195311743
13
22
EROSION CONTROL PLAN SHEET 1
1" = 20'
0
Permit-Seal
File Name:
Issued
Dwn.
Chkd.
Revision
Dsgn.
YY.MM.DD
By
Appd.
YY.MM.DD
By
Appd.
YY.MM.DD
Notes
Legend
Consultants
authorized by Stantec is forbidden.
Stantec. Reproduction or use for any purpose other than that
The Copyrights to all designs and drawings are the property of
Stantec without delay.
NOT scale the drawing - any errors or omissions shall be reported to
The Contractor shall verify and be responsible for all dimensions. DO
Copyright Reserved
www.stantec.com
Tel.
SOUTH BURLINGTON, VT 05403
802.864.0223
55 GREEN MOUNTAIN DRIVE
11+00 12+00 13+0010+00
0
+
0
01+00 2+00 3+00
10+00 11+00 12+00 13+00
EXISTING TREE
CANOPY DRIP LINE.
DIAMETER OR AT
PER INCH OF TREE
AT AT RADIUS OF 1.25'
BARRIER FENCE. INSTALL
SEE DETAIL THIS SHEET
TREE PROTECTION ZONE (TYP.)
TREE PROTECTION DETAIL
NOT TO SCALE
(TYP.)
DEMARCATION FENCE
TRANSITION TO PROJECT VT STATE PLANE GRIDSCALE IN FEETMATCHLINE STA. 13+10 SEE SHEET EC-1False Northing: 0.0000False Easting: 1640416.6667Origin Latitude: 42°30'00.0000"NCentral Meridian: 72°30'00.0000"WUS Survey FootTransverse MercatorNAD83 Vermont State PlanesVT83
Drawing No.
Scale
Revision
Title
Client/Project
Project No.
Sheet
of
ORIGINAL SHEET - ANSI D
0 20 40
STP MM 19(10)
DETENTION POND
LINDENWOOD DRIVE STORMWATER
N
EC-2
195311743
14
22
EROSION CONTROL PLAN SHEET 2
1" = 20'
0
Permit-Seal
File Name:
Issued
Dwn.Chkd.
Revision
Dsgn.YY.MM.DD
By Appd.YY.MM.DD
By Appd.YY.MM.DD
Notes
Legend
Consultants
authorized by Stantec is forbidden.
Stantec. Reproduction or use for any purpose other than that
The Copyrights to all designs and drawings are the property of
Stantec without delay.
NOT scale the drawing - any errors or omissions shall be reported to
The Contractor shall verify and be responsible for all dimensions. DO
Copyright Reserved
www.stantec.com
Tel.
SOUTH BURLINGTON, VT 05403
802.864.0223
55 GREEN MOUNTAIN DRIVE
20520521021021021521521522022022022016+0014+00 15+00
18+0018+4318+43STA 18+43.41
POE17+0014+00 15+00 16+00215215
2
2
0
22022015"CMP15"CMP4"PVC15"CMP10"RCP
6"RCP
4"PVCARMH 103
DIRT PATH8"CHERRY34"OAKARMH 104WATCHNEIGHBORHOOD30"MAPLEPATHCROSSINGVEHICLES5"MAPLE6"MAPLE48"OAK7"MAPLE8"APPLE12"APPLECLUSTER
3"ORNAMENTAL
.
CLUSTER
3"SPRUCE CHERRY
4"WEEPING
BRICK PLANTERBASE 3'TALLCEDAR ROW10"MAPLE
20"SPRUCE
.
24"SPRUCE
.
20"SPRUCE
.
16"BIRCH
36"MAPLE
01522
N.T.S.195311743
EROSION CONTROL DETAILS
Permit-Seal
Chkd.Dwn.Dsgn.YY.MM.DD
File Name:
ByIssued Appd.YY.MM.DD
ByRevision Appd.YY.MM.DD
Notes
Legend
Consultants
The Copyrights to all designs and drawings are the property of
authorized by Stantec is forbidden.
Stantec. Reproduction or use for any purpose other than that
Stantec without delay.
The Contractor shall verify and be responsible for all dimensions. DO
NOT scale the drawing - any errors or omissions shall be reported to
Copyright Reserved
www.stantec.com
Tel.802.864.0223
55 GREEN MOUNTAIN DRIVE
SOUTH BURLINGTON, VT 05403
INLET PROTECTION DEVICE, TYPE I OR II
PRODUCT, TYPE I (RECP)
ROLLED EROSION CONTROL
VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION
ORIGINALLY DEVELOPED BY USDA-NRCS
ADAPTED FROM DETAILS PROVIDED BY: NEW YORK STATE DEC
STANDARD SYMBOLS
PROJECT DEMARCATION FENCE (LINE STYLE)
BARRIER FENCE (LINE STYLE)
653.50
653.55
653.40 OR 653.41, DETAIL
653.20 (TEMP. EROSION MATTING)
PDF PDF
INLET PROTECTION DEVICE, TYPE III
653.42, DETAIL (PIPE)
BFBF
STABILIZED CONSTRUCTION ENTRANCE
SILT FENCE, TYPE I (LINE STYLE)
SILT FENCE, TYPE II (LINE STYLE)
653.475, DETAIL
653.476, DETAIL (WOVEN WIRE)
653.35, DETAIL
Drawing No.
Scale
Revision
Title
Client/Project
Project No.
Sheet
of
CONSTRUCTION GUIDANCE
REVISIONS
TURF ESTABLISHMENTROADWAYS AND TRANSPORTATION FACILITIES
ADAPTED FROM VTRANS TECHNICAL LANDSCAPE MANUAL FOR
7.
6.
5.
4.
3.
2.
1.
SECTION 651 FOR SEED (PAY ITEM 651.15)
THIS WORK SHALL BE PERFORMED IN ACCORDANCE WITH
GROWTH OF GRASS.
TO SEPTEMBER 15 AND AFTER APRIL 15 CAN BETTER ENSURE A VIGOROUS
TURF ESTABLISHMENT: PLACING SEED, FERTILIZER, LIME AND MULCH PRIOR
TYPES OF SOIL AMENDMENTS TO BE APPLIED
AND THE TYPE OF HYDROSEED WILL ULTIMATELY DICTATE THE AMOUNTS AND
HYDROSEEDING: ALTHOUGH GUIDANCE IS GIVEN ABOVE THE SITE CONDITIONS
ACHIEVE 90% GROUND COVER OR AS DIRECTED BY THE ENGINEER.
HAY MULCH: TO BE PLACED ON EARTH SLOPES AT THE RATE OF 2 TONS/ACRE,
DIRECTED BY THE ENGINEER
FERTILIZER AND LIMESTONE: SHALL FOLLOW RATES SHOWN ON PLAN OR AS
WEIGHT AND SHALL BE FREE OF ALL NOXIOUS SEED.
SEED MIX: SHALL NOT HAVE A WEED CONTENT EXCEEDING 0.40% BY
SEED MIX: USE ONLY AS INDICATED IN THE PLANS.
WATERS OF THE STATE OF VERMONT.
SEED MIX: THE URBAN AREA MIX SHALL NOT BE USED IN WETLANDS OR ANY
WHFJANUARY 22, 2015
7.
6.
5.
4.
3.
2.
1.
OUTLET PIPE TRENCH.
LOW GROW MIX TO BE USED IN DETENTION BASIN AND 2.
OF LAWN ALONG LINDENWOOD DRIVE
URBAN LAWN MIX TO BE USED FOR STABILIZATION1.
7.
6.
5.
4.
3.
2.
1.
REVISIONS
TURF ESTABLISHMENT
CONSTRUCTION GUIDANCE
ROADWAYS AND TRANSPORTATION FACILITIES
ADAPTED FROM VTRANS TECHNICAL LANDSCAPE MANUAL FOR
WHFJANUARY 12, 2015
7.
6.
5.
4.
3.
2.
1.
SECTION 651 FOR SEED (PAY ITEM 651.15)
THIS WORK SHALL BE PERFORMED IN ACCORDANCE WITH
GROWTH OF GRASS.
TO SEPTEMBER 15 AND AFTER APRIL 15 CAN BETTER ENSURE A VIGOROUS
TURF ESTABLISHMENT: PLACING SEED, FERTILIZER, LIME AND MULCH PRIOR
THE AMOUNTS AND TYPES OF SOIL AMENDMENTS TO BE APPLIED.
AND THE TYPE OF HYDROSEED PROPOSED FOR USE WILL ULTIMATELY DICTATE
HYDROSEEDING: ALTHOUGH GUIDANCE IS GIVEN ABOVE THE SITE CONDITIONS
ACHIEVE 90% GROUND COVER OR AS DIRECTED BY THE ENGINEER.
HAY MULCH: TO BE PLACED ON EARTH SLOPES AT THE RATE OF 2 TONS/ACRE,
DIRECTED BY THE ENGINEER.
FERTILIZER AND LIMESTONE: SHALL FOLLOW RATES SHOWN ON PLAN OR AS
WEIGHT AND SHALL BE FREE OF ALL NOXIOUS SEED.
ALL SEED MIXTURES: SHALL NOT HAVE A WEED CONTENT EXCEEDING 0.40% BY
UPLAND (NON WETLAND) AREAS DISTURBED BY THE CONTRACTOR.
SEED MIX: USE AS INDICATED IN THE PLANS AND/OR FOR ALL ESTABLISHED
ON WHICH SEED MIX TO USE.
SEED MIX: THE CONTRACTOR SHALL COORDINATE WITH THE RESIDENT ENGINEER
LINDENWOOD DRIVE STORMWATER
DETENTION POND
STP MM 19(10)
210
220
230
240
0 10 20 30-10-20-30
1+00.00
210
220
230
240
210
220
230
240
0 10 20 30-10-20-30
1+25.00
210
220
230
240
210
220
230
240
0 10 20 30-10-20-30
1+50.00
210
220
230
240
210
220
230
240
0 10 20 30-10-20-30
1+60.00
210
220
230
240
www.stantec.com
Tel.
Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO
NOT scale the drawing - any errors or omissions shall be reported to
The Copyrights to all designs and drawings are the property of
authorized by Stantec is forbidden.
Stantec without delay.
Stantec. Reproduction or use for any purpose other than that
Consultants
Legend
Notes
Drawing No.
Scale
Revision
Title
Client/Project
Project No.
Sheet
of
Permit-Seal
Chkd.Dwn.Dsgn.YY.MM.DD
File Name:
ByIssued Appd.YY.MM.DD
ByRevision Appd.YY.MM.DD
55 GREEN MOUNTAIN DRIVE
SOUTH BURLINGTON, VT 05403
802.864.0223
01622
1" = 5'
STP MM19(10)
DETENTION POND
LINDENWOO DRIVE
0
SCALE IN FEET
5 10
10
195311743
XS-20
5
FG = 222.46
FG = 222.57
FG = 222.74
EL = 222.57OFF = 10.00EL = 222.35OFF = -10.00EL = 222.62OFF = 10.00EL = 222.52OFF = -10.00EL = 222.61OFF = 10.00EL = 222.69OFF = -10.00ROADWAY CROSS SECTIONS SHEET 2
STA.1+00 TO STA.1+60
SEWER
6" RCP
SEWER
6" RCP
SEWER
6" RCP
SEWER
6" RCP
01
01
01
01
WATER
6" AC
WATER
6" AC
WATER
6" AC
WATER
6" AC
WATER
24"
WATER
24"
WATER
24"
WATER
24"
210
220
230
240
0 10 20 30-10-20-30
210
220
230
240
210
220
230
240
0 10 20 30-10-20-30
0+75.00
210
220
230
240
210
220
230
240
0 10 20 30-10-20-30
0+81.18
210
220
230
240
www.stantec.com
Tel.
Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO
NOT scale the drawing - any errors or omissions shall be reported to
The Copyrights to all designs and drawings are the property of
authorized by Stantec is forbidden.
Stantec without delay.
Stantec. Reproduction or use for any purpose other than that
Consultants
Legend
Notes
Drawing No.
Scale
Revision
Title
Client/Project
Project No.
Sheet
of
Permit-Seal
Chkd.Dwn.Dsgn.YY.MM.DD
File Name:
ByIssued Appd.YY.MM.DD
ByRevision Appd.YY.MM.DD
195311743
01722XS-1
0
0SCALE IN FEET
1" = 5'
5 10
5
10
STP MM19(10)
DETENTION POND
LINDENWOO DRIVE
55 GREEN MOUNTAIN DRIVE
SOUTH BURLINGTON, VT 05403
802.864.0223
210
220
230
240
0 10 20 30-10-20-30
0+50.00
210
220
230
240
0+25.00
FG = 222.51
FG = 222.44
FG = 222.43
EL = 222.42EL = 222.60EL = 222.54EL = 222.34EL = 222.53EL = 222.33OFF = 10.00OFF = 10.00OFF = -10.00OFF = -10.00OFF = 10.00OFF = -10.00ROADWAY CROSS SECTIONS SHEET 1
STA.0+25 TO STA. 0+81
SEWER
6" RCP
SEWER
6" RCP
SEWER
6" RCP
01
WATER
6" AC
WATER
24"
WATER
6" AC
WATER
6" AC
WATER
6" AC
WATER
24"
WATER
24"
WATER
24"
EX. MH
CB1
www.stantec.com
Tel.
Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO
NOT scale the drawing - any errors or omissions shall be reported to
The Copyrights to all designs and drawings are the property of
authorized by Stantec is forbidden.
Stantec without delay.
Stantec. Reproduction or use for any purpose other than that
Consultants
Legend
Notes
Drawing No.
Scale
Revision
Title
Client/Project
Project No.
Sheet
of
Permit-Seal
Chkd.Dwn.Dsgn.YY.MM.DD
File Name:
ByIssued Appd.YY.MM.DD
ByRevision Appd.YY.MM.DD
195311743
01822
STP MM19(10)
XS-3
0
0SCALE IN FEET
LINDENWOO DRIVE
DETENTION POND
SOUTH BURLINGTON, VT 05403
55 GREEN MOUNTAIN DRIVE
802.864.0223
1" = 5'
5 10
5
10
210
220
230
240
0 10 20-10-20-30-40-50-60-70-80-90-100
16+50.00
210
220
230
240
210
220
230
240
0 10 20-10-20-30-40-50-60-70-80-90-100
16+67.00
210
220
230
240
STA.16+50 TO STA.16+67
0.59%OFF -45.96EL = 222.00OFF -13.61EL = 222.000.00%
1
:4
.
0 1:-3.1OFF -69.45EL = 222.00OFF -61.49EL = 222.00OFF -33.38EL = 215.00OFF -26.28EL = 215.00EL = 222.49EL = 222.73OFF = 12.00OFF = 0.00EL = 222.35EL = 222.59OFF = 12.00OFF = 0.00OFF -4.15EL = 222.24BASIN CROSS SECTIONS SHEET 1
www.stantec.com
Tel.
Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO
NOT scale the drawing - any errors or omissions shall be reported to
The Copyrights to all designs and drawings are the property of
authorized by Stantec is forbidden.
Stantec without delay.
Stantec. Reproduction or use for any purpose other than that
Consultants
Legend
Notes
Drawing No.
Scale
Revision
Title
Client/Project
Project No.
Sheet
of
Permit-Seal
Chkd.Dwn.Dsgn.YY.MM.DD
File Name:
ByIssued Appd.YY.MM.DD
ByRevision Appd.YY.MM.DD
195311743
01922
STP MM19(10)
XS-40
LINDENWOO DRIVE
DETENTION POND
SOUTH BURLINGTON, VT 05403
55 GREEN MOUNTAIN DRIVE
802.864.0223
1" = 5'
0
SCALE IN FEET
5 10
5
10
210
220
230
240
0 10 20-10-20-30-40-50-60-70-80-90-100
16+75.00
210
220
230
240
210
220
230
240
0 10 20-10-20-30-40-50-60-70-80-90-100
17+00.00
210
220
230
240
STA.16+75 TO STA.17+00
0.00%
1
:4.
0
0.00%
1:-3.0OFF -76.53EL = 222.00OFF -68.46EL = 222.00OFF -40.49EL = 215.00OFF -25.79EL = 215.000.00%
1:-3.0OFF -89.02EL = 222.00OFF -82.96EL = 222.00OFF -25.81EL = 215.00OFF -4.81EL = 222.00EL = 222.53EL = 222.77OFF = 12.00OFF = 0.00EL = 222.31EL = 222.55OFF = 12.00OFF = 0.00OFF -3.91EL = 222.291:3.0OFF -68.56EL = 215.000.00%
BASIN CROSS SECTIONS SHEET 2
www.stantec.com
Tel.
Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO
NOT scale the drawing - any errors or omissions shall be reported to
The Copyrights to all designs and drawings are the property of
authorized by Stantec is forbidden.
Stantec without delay.
Stantec. Reproduction or use for any purpose other than that
Consultants
Legend
Notes
Drawing No.
Scale
Revision
Title
Client/Project
Project No.
Sheet
of
Permit-Seal
Chkd.Dwn.Dsgn.YY.MM.DD
File Name:
ByIssued Appd.YY.MM.DD
ByRevision Appd.YY.MM.DD
195311743
02022
STP MM19(10)
XS-50
LINDENWOO DRIVE
DETENTION POND
SOUTH BURLINGTON, VT 05403
55 GREEN MOUNTAIN DRIVE
802.864.0223
1" = 5'
0
SCALE IN FEET
5 10
5
10
210
220
230
240
0 10 20-10-20-30-40-50-60-70-80-90-100
17+25.00
210
220
230
240
210
220
230
240
0 10 20-10-20-30-40-50-60-70-80-90-100
17+50.00
210
220
230
240
STA.17+25 TO STA.17+50
1:-4.0
0.00%1:3.01:-3.0OFF -90.51EL = 222.00OFF -84.51EL = 222.00OFF -25.83EL = 215.00OFF -4.83EL = 222.00-9.48%OFF -63.50EL = 215.00OFF -80.64EL = 222.00EL = 222.20EL = 222.44OFF = 12.00OFF = 0.00EL = 222.04EL = 222.09OFF = 12.00OFF = 0.00EL = 222.00OFF -10.56BASIN CROSS SECTIONS SHEET 3
02122
N.T.S.195311743
CONSTRUCTION APPROACH SIGN SHEET
ONE LANE
ROAD
AHEAD
Permit-Seal
Chkd.Dwn.Dsgn.YY.MM.DD
File Name:
ByIssued Appd.YY.MM.DD
Revision By Appd.YY.MM.DD
Notes
Legend
Consultants
authorized by Stantec is forbidden.
The Copyrights to all designs and drawings are the property of
Stantec. Reproduction or use for any purpose other than that
Stantec without delay.
The Contractor shall verify and be responsible for all dimensions. DO
NOT scale the drawing - any errors or omissions shall be reported to
Copyright Reserved
www.stantec.com
Tel.802.864.0223
55 GREEN MOUNTAIN DRIVE
SOUTH BURLINGTON, VT 05403
W20-4
W20-7a
G20-2a
W20-1
W20-1
PZA JMLISM
Drawing No.
Scale
Revision
Title
Client/Project
Project No.
Sheet
of
4/15/2022
LINDENWOOD DRIVE
BIKE PATHSHELBURNE ROADCONSTRUCTION
INCLUDE APPROACH
PROJECT LIMITS
BACK TO BACK
ALL-INCLUSIVE.
THE MUTCD. THIS ADDITIONAL SIGNING WILL BE INCIDENTAL TO ITEM 640.11 - TRAFFIC CONTROL,
CONTRACTOR SHALL SUBMIT A TEMPORARY TRAFFIC CONTROL PLAN SHOWING THE APPROPRIATE SIGNING PER
FLAGGERS MAY BE USED IF APPROVED BY THE RESIDENT ENGINEER. IF PLANNING TO USE FLAGGERS, THE
6. AN ESTIMATED QUANTITY OF ITEM 630.15 - FLAGGERS HAS BEEN INCLUDED AS IT IS ASSUMED THAT
MINOR CHANGES/DETAILS.
WEEKS FOR REVIEW AND APPROVAL OF A COMPREHENSIVE PLAN AND 2 WEEKS FOR REVIEW AND APPROVAL OF
SITUATIONS WHERE CONFLICT EXISTS, THE MUTCD SHALL GOVERN. THE CONTRACTOR MUST ALLOW AT LEAST 4
ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND IT'S LATEST REVISIONS AND VTRANS STANDARDS. IN
ALL-INCLUSIVE. THIS PLAN SHALL BE CREATED IN ACCORDANCE WITH THE CURRENT VERSION OF THE MANUAL
DETAILS TO ADDRESS PROJECT SPECIFIC SITUATIONS, PAID UNDER ITEM 641.11 - TRAFFIC CONTROL,
WORK UNTIL THE MUNICIPAL PROJECT MANAGER APPROVES THE TTC. THIS PLAN SHALL INCLUDE SPECIFIC
VERMONT P.E. FOR REVIEW BY THE MUNICIPAL PROJECT MANAGER. THE CONTRACTOR SHALL NOT COMMENCE
5. THE CONTRACTOR SHALL PROVIDE SITE SPECIFIC A TEMPORARY TRAFFIC CONTROL PLAN (TTC) STAMPED BY A
INFRASTRUCTURE PRIOR TO INSTALLING WORK ZONE SIGNAGE.
VTRANS SIGNAL SUPERINTENDENT (802) 343-2188 TO MARK OUT BURIED SIGNAL CONTRACTOR TO CONTACT 4.
CONDITIONS.
VARIATIONS IN THE SIGNING PACKAGES MAY BE DICTATED BY UNIQUE GEOMETRY AND/OR TRAFFIC 3.
ALL-INCLUSIVE.
REFLECTORIZED DRUMS, ETC SHALL BE PAID UNDER CONTRACT ITEM 641.11 TRAFFIC CONTROL,
THE 2009 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). PAYMENT FOR THESE SIGNS,
INFORMATION. TRAFFIC CONTROL WARNING SIGNS SHALL BE PROVIDED AS NECESSARY ON EACH APPROACH PER
REFER TO THE VERMONT AGENCY OF TRANSPORTATION STANDARD DRAWINGS T-1 AND T-10 FOR ADDITIONAL 2.
STANDARD SPECIFICATIONS.
FOR OVERALL PROJECT TRAFFIC CONTROL MANAGEMENT REQUIREMENTS REFER TO SECTION 641 OF THE 1.
NOTES:
TRAFFIC CONTROL INTO THEIR SITE-SPECIFIC TRAFFIC CONTROL PLAN FOR ALL STAGES OF CONSTRUCTION.
GUIDE", AVAILABLE ON THE VTRANS WEBSITE, TO INCORPORATE THE APPLICABLE BICYCLE AND PEDESTRIAN
THE CONTRACTOR SHALL REVIEW AND USE "THE BICYCLE AND PEDESTRIAN WORK ZONE TRAFFIC CONTROL 10.
ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING FACILITY.
RELOCATED IN A TTC ZONE, THE TEMPORARY FACILITIES SHALL BE DETECTABLE AND INCLUDE
WHEN EXISTING PEDESTRIAN FACILITIES (SIDEWALKS OR PATHWAYS) ARE DISRUPTED, CLOSED, OR 9.
EMERGENCY ROUTES PRIOR TO THE START OF CONSTRUCTION.
8. THE CONTRACTOR SHALL PROVIDE ACCESS THROUGH THE WORK ZONE FOR EMERGENCY VEHICLES OR COORDINATE
THE HIGH USE OF BICYCLES WITH IN THE PROJECT AREA.
COMMUNICATIONS WITH BICYCLE EVENT COORDINATORS AND EVENT PLANNERS SHOULD BE CONSIDERED DUE TO
IS IMPORTANT THAT CYCLIST'S ROUTES ARE FREE OF RUTS, SAND AND MUD TO PREVENT CYCLIST'S CRASHES.
MATERIALS, TRAFFIC CONTROL DEVICES, ECT. DO NOT ENCROACH INTO THE BICYCLE PATH OF TRAVEL. IT
7. BICYCLE ACCOMMODATIONS SHOULD BE TAKEN TO ENSURE THAT OBSTACLES, EQUIPMENT, CONSTRUCTION
100'100'
LINDENWOOD DRIVE STORMWATER
DETENTION POND
STP MM 19(10)
CLOSED
TRAIL
CLOSED
TRAIL
02222
195311743 N.T.S.
PEDESTRIAN TRAFFIC CONTROL PLAN
Permit-Seal
Chkd.Dwn.Dsgn.YY.MM.DD
File Name:
ByIssued Appd.YY.MM.DD
Revision
By Appd.YY.MM.DD
Notes
Legend
Consultants
authorized by Stantec is forbidden.
The Copyrights to all designs and drawings are the property of
Stantec. Reproduction or use for any purpose other than that
Stantec without delay.
The Contractor shall verify and be responsible for all dimensions. DO
NOT scale the drawing - any errors or omissions shall be reported to
Copyright Reserved
802.864.0223
www.stantec.com
Tel.
55 GREEN MOUNTAIN DRIVE
SOUTH BURLINGTON, VT 05403
details.dgn 4/15/2022CAGISMPZA
Drawing No.
Scale
Revision
Title
Client/Project
Project No.
Sheet
of
SWIFT STREET
US ROUTE 7LINDENWOOD DRIVE
FARRELL STREET PARK
PARKING AREA
EXISTING SIDEWALK
EXISTING PATHEXISTING SIDEWALKM4-9aR
CLOSED
TRAIL
LEGEND
WORK AREA
PATH CLOSED
PATH DETOUR ROUTE
CLOSED
TRAIL
M4-9aLM4-9aR
M4-9aR M4-9aL
N
VT STATE PLANE GRIDFalse Northing: 0.0000False Easting: 1640416.6667Origin Latitude: 42°30'00.0000"NCentral Meridian: 72°30'00.0000"WUS Survey FootTransverse MercatorNAD83 Vermont State PlanesVT83
FOR WORKZONE GUIDE FOR MORE INFORMATION
SEE VTRANS BIKE AND PEDESTRIAN TRAFFIC CONTROL
BARRICADE SHALL MEET ADA REQUIREMENTS1.
NOTES:
SEE NOTE 1
SEE NOTE 1
LINDENWOOD DRIVE STORMWATER
DETENTION POND
STP MM 19(10)
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