HomeMy WebLinkAboutBATCH - Supplemental - 0505 0507 0509 0511 Market StreetIF
ABUTTING PROPERTY LINE
BUILDING SETBACK
"--'-"'--`316y^�"`
EXISTING GROUND CONTOUR
EXISTING TREE LINE
OHW
EXISTING UTILITY POLE AND OVERHEAD WIRE
- — — — — — - S — — — — — —
EXISTING SEWER LINE
-------W------
EXISTING WATER LINE
W
PROPOSED WATER LINE
S
PROPOSED SEWER LINE
SOIL BORING-G.W. MEASURED ON 6-= 15
PROPOSED CONTOUR
PROJECT STATISTICS
EXISTING ZONING DISTRICT - COMMERCIAL 1 - RESIDENTIAL 12
POSSIBLE NEW ZONING DISTRICT - FORM BASE CODE T-3
DIMENSIONAL REQUIREMENTS: REQUIRED PROVIDED
MINIMUM LOT AREA 3,500 SF/ UNIT 16,025 SF (0.37 ACRES) EXISTING
MINIMUM FRONT SETBACK 6-20 FT 8 FT
MINIMUM SIDE SETBACK 8 FT 8 FT
MINIMUM REAR SETBACK 20 FT 23FT
MAXIMUM COVERAGE
BUILDINGS ONLY 40% 35%
TOTAL 75% 67%
MAXIMUM BUILDING HEIGHT 40 30
EXISTING USE -SINGLE FAMILY RESIDENTIAL
PROPOSED USE - MULTI FAMILY RESIDENTIAL
WATERNVASTEWATER:
MUNICIPAL SERVICES.
PARKING REQUIREMENTS
MULTI FAMILY DWELLING -
2SPACES/DU =S SPACES
1 SPACE / EVERY UNITS =1 SPACE
TOTAL SPACES REQUIRED = 9 SPACES
PARKING PROVIDED 8 SPACES
(4 GARAGES PLUS ONE SPACE IN FRONT OF EACH GARAGE
PLUS ONE SURFACE SPACE.)
RICK
MARCOTTE
CENTRAL
SCHOOL
PROJECTJ
I SITE
wf
LOCATION PLAN
NTS
GRAPHIC SCALE
lo
( IN FEET )
I Inch = IO IL
-
SIDE YARD SETBACK UNDER PROPOSED
--' - -
-3_BASED CODE T DISTRICT
—
_T
I ——FORM_
_--� —1
--
---_ _-
I SIDE YARD SETBACK UNDER
( COMMERCIAL ' I RESIDENTIAL
___ —
CURRENT
12 DISTRICT
FRONT YARD SETBACK UNDER CURRENT I1
COMMERCIAL 1 I RESIDENTIAL 12 DISTRICT
In
I
�(p
20' nlD
)
I
I
FRONT YARD SETBACK
1 1 UNDER PROPOSED
FORM -BASED CODE
T-3 DISTRICT
TO ZONE"
"BUILD
Zlp ) I I
REARYARI SETBACK—�I N)Ic II JI
UNDER PROPOSED
UNDER
FORM-BASED CODE
T-3 DISTRICT
L
___t7'DE YARD SETBACK )
UNDER PROPOSED
SITE LAYOUT IS BASED ON POSSIBLE NEW ZONING
—
FORM -BASED CODE
FORM BASED CODE T-3 ZONING DISTRICT
T-3 DISTRICT
ZONING SETBACK PLAN
SCALE: 1" = 20'
FF
IAL
YUN POON
N/F
IDENTIAL
ERIFY THE ACTUAL
EXISTING SEWER
STRUCTURE
DCATION IS
)R SHALL
URB STOP,
%), AND
I REMOVEROD.
JUL 2 3 2015
City of So. Burlington
o I
� CHANG MING & XIANG
THE CONTRACTOR SHALL NOTIFY
\ /
,
YONG A NG
' 1
'DIGSAFE' PRIOR TO ANY EXCAVATION
, \ \ J
i NtF
T.
z
\ /
RESIDENTIAL
EXISTING DWELLING
A
ANTONIO B. O�ERLEAU, LLC
REMOVE EXISTING
CENTER
,�. /
TREES AND SHRUBS
SHOPPING
i \ REMOVE EXISTING
TREES AND SF�tUBS
F.TEIDr+¢\M n
Key
Bdom,&Nacre
, Carom \'—
R-1.
C
AF
rxfieemanir"Awumn Fony
Freemanr Nple
2112"oalipm, B&B
AR
nrbnrm'Auramn Pb '
Red Mapk
21i2"c•Iiper, B&B
AL
Amelanchier lcevis
AlleghenyS webe
2"ealipm, B&B
BN
.1- niXra %lerlraxe'
Rivcr Birch
2 V2" aA,, 6 bnnchwg height •m& emm, B&B
.-.><•v q
CC
Celns oceidenrala'Pran vide'
Comm on 11•ekb—
2IR"odWm,
CO
Cornis o(rem lio
Pagoda Dogwood
2".
HV
Hamamelu vvginbra
American Wimh-hazel
2".,-, B&B
r
OV
Oarrya virginiana
F.—Hop-h-1—
2I2cal'ryer. B&B
"
e e
V^
QB
Querew bkobr
Svamp Whk. Oak
21R"eelipen B&8
�(
PLUMB TREE TRUNK
t`'✓7
Shruba
AM
Aronia mebrocarpa ilurtann Magic'
Black Chokebmry
I%"m20"heigh42-gages
_
... ...
1
PLACE ROOT BALL ON
CE
Cephobntlme acute Wa
Badonbo•h
Ig" b 24" hcighL 2gallm conwmm
,... �TAMPE /
PLANTING MIX OB RPE
CL
Ckrhra a(njolia'Ruby SP.'
Sweet Pcppmbwh
Ig"10 24" h6gb42-e•0ovoonM .
UNDISTURBED SOIL
o
silky Dogwood
IS-mN"heigh42-g•Ilov conleinm
2"THICK SHREDDED
NC
/lex rtklAam'Ajrgbw'
Winkkmy ITo .)
IH"b24"M1eigh42-g•Amr conlainm
HARDWOOD MULCHA
MINIMUM OF 3" FROM
R'm
llex vemcAlora Jim Darmy'
Winkrbeoy (male)
1g"WN" heigh4 Zgellon conUiner
TREE TRUNK
LB
LiMerabeuoin
Nw—Spwebwh
Ig"a24"heigh42-gallon canmiow
LANDSCAPE
Po
PNYsocarpux opulijoliw'Cenmr Glow'
Common Ninebmk
Ig"to 24"hcyhl, 2-gallon eonm'vmr
PLANTING MIX
UNDISTURBED SOIL
TREE PIT
3 TIMES THE BALL DIAMETER OR
AS SHOWN ON THE PLANS
TREE PLANTING DETAIL
NTS
SHRUB PLANTING DETAIL
NTS
SOIL SPECIFICATIONS FOR PLANTING AREAS
LEGEND
— — — —
EXISTING PROJECT BOUNDARY
— —
ABUTTING PROPERTY LINE
—
BUILDING SETBACK
— — — — — — — 6 —�-
EXISTING GROUND CONTOUR
EXISTING TREE LINE
----UHW
EXISTING UTILITY POLE AND OVERHEAD WIRE
......... __ — _, _S_
EXISTING SEWER LINE
----———-W------
EXISTING WATER LINE
_—yy
PROPOSED WATER LINE
_......__.____....,_._-S_..,_.,_.._........
PROPOSED SEWER LINE
315
PROPOSED CONTOUR
NEW TREE LINE
1. LANDSCAPE BACKFILL SHALL BE PREMIXED. CONSISTING OF APPROXIMATELY 50% TOPSOIL. 25% COMPOST, AND 25%
NATIVE SOIL. IN CASES WHERE THE NATIVE SOIL MEETS THE TOPSOIL SPECIFICATION, THE PROPORTIONS OF
NATIVE SOIL MAY BE ADJUSTED UP TO T .
2. TOPSOIL SHALL BE OBTAINED FROM NATURALLY WELL DRAINED SITES WHERE TOPSOILOCCURS AT LEAST 4 INCHES
DEEP. TOPSOIL SHALL NOT BE OBTAINED FROM WETLANDS. TOPSOIL SHALL BE LOOSE, FRIABLE. FREE OF ROOTS,
NOXIOUS WEEDS, STONES LARGER THAN 1 INCH, AND OTHER DEBRIS.
3. ALL IMPORTED SOIL SHALL BE REASONABLY FREE FROM ROOTS, HARD CLAY, COARSE GRAVEL, STONES LARGER
THAN TWO INCHES IN ANY DIMENSION, NOXIOUS MEW, TALL GRASS. BRUSH, STICKS, STUBBLE. AND ANY
MATERIALS THAT WOULD BE DETRIMENTAL TO HEALTHY VEGETATIVE GROWTH.
4. SOTH TOPSOIL AND SUBSOIL SHALL HAVE A TEXTURE OF FINE SANDY LOAM PER THE USDA TEXTURALTRMNGLE
AND CONFORMING TO THE FOLLOWING SPECIFICATIONS:
SIEVE NO, %PASSING
T 100
10 5 iw
w
80 SG O
100 20.40
200 tOJO
2^ THICK SHREDDED
HARDWOOD MULCH A
CLAY LESS THAN 10%
MINIMUM OF 2"FROM STEM
PH 5.5 TO 7.0
ORGANIC MATTER TOPSOIL: 10 -15%. SUBSOIL: LESS THAN 10%
LANDSCAPE PLANTING MIX
MEATS FOR COMPOST. THE COMPOST
5. COMPOST SHALL BE FREE OF WEED SEEDS AND COMPLY WITH EPAREQUIREMENTSNO
O NOT
SHALLHAVE ALODGE ANDRI GRANULAR TEXTURE, AND SHALL POSSESSNO OBJECTIONABLEODORS. AND
UNDISTURBED SOIL
RESEMBLE THE RAW MATERIAL FROM WHICH IT WAS DERIVED.MENTS)POST WITH TABLE IXALL
FROM
E VTRACOMPLY
ECIFICATI
(PHYSICAL PROPERTIES I EPA COMPOST MATERML REODREMEMS) OF THE VTRANB STANDARD SPECIFICATIONS
BREAK APART EDGE OF
FOR C NSTRUCTION.
EXCAVATION WITH
S. TO ASSURE THE GROWTH OF TREES,SHRUBS, AND OTHER PUNTS, THE SOIL MUST NOT BE COMPACTED. ANY
SHOVELANDBLEND
AREAS OF INADVERTENTLY COMPACTED SOIL WILL NEED TO BE DECOMPACTED USING A SUBSOILER, CHISEL PLOW,
LANDSCAPE PLANTING MIX
ORGY EXCAVATIONANDREPLACEM WWITHUNCOMPACTEDSOIL.DONOTMW EOMPMENTONTINESOILAFTER
WITH EXISTING SOIL TO
IT HAS BEEN PLACED OR DECOMPACTED. FINE GRADING AND PUNTING OF SPECIFIED LANDSCAPING MAY BE DONE
PROVIDE SOIL TRANSITION
USING LOW GROUND PRESSURE EQUIPMENT, IF THIS CAN BE ACHIEVEDWATHOUT COMPACTION.
PLACE ROOTBALL ON
T. DO NOT STOCKPILE SOIL OR COMPOST IN WET OR MUDDY CONDITIONS. PROVIDE EROSION CONTROL TO PREVENT
UNEXCAVATED OR
TRANSPORT OF SEDIMENT OR CUST AWAY FROM THE STORAGE AREA.
TAMPED SOIL
8. SOILS WITIANTHE FULLSPECIFIEDDEPTHSHALL HAVE A BULK DENSITY NOT EXCEEDING 1591eme. SOILS SHALL
EXHIBIT THE FOLLOVNG CONE PENETROMETER READNGS:
-SURFACE RESISTANCE -LESS THAN 110 PSI (T.T kgicm�
-SUBSURFACE RESISTANCE -LESS THAN 2W PSI (18('V4cm')
9. SOIL OUAUTY AND DEPTH SHALL BE ESTABUSHED TOWARD THE END OF CONSTRUCTION AND ONCE ESTABUSHED,
SHALL BE PROTECTED FROM COMPACTION. EROSION. AND OTHER DETRIMENTAL INFLUENCES THROUGH THE END
OF CONSTRUCTION.
RECEIVED
JUL 2 3 2015
City of So. Burlington
GENERAL CONSTRUCTION NOTES
1. ALL WORK AM WTERMLS SHALL BE IN AMORMWE WITH TIE WTEST VERMONT AGENCY OF
TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION 2008, THE MANUAL ON UNIFORM TRAFFIC
CONTROI. DEVICESDIXG EDITION, THE SOUTH BURLINGTON PUBLIC WORKS SPECIFICATION REQUIREMENTS
AND THESE PUNS.
2, THE CONTRACTOR SHALL CONTACT ALL UTIUTIES BEFORE EXCAVATION TO VERIFY THE LOCATION OF ANY
UNDERGROUND UNES, THE CONTRACTOR SHALL NOTIFY'DIGSAFE' AT 138834 nn (1 E8S-DIGSAFE) S THE
CITY OF BURLINGTON AT(802)8855831) PRIOR TO ANY EXCAVATION.
3. UTIUTES INFORMATION SHOWN HEREON WERE OBTAINED FROM BEST AVAILABLE SOURCES AND MAY OR MAY
NOT BE EITHER ACCURATE OR COMPLETE. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF
EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY UTILITY, PUBUC OR PRIVATE,
SHOWN OR NOT SHOWN HEREON. THE CONTRACTOR SHALL CONNECT OR RECONNECT ALL UTILITIES TO THE
NEAREST SOURCE THROUGH COORDINATION WITH UTILITY OWNER.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL EXISTING SURFACES.
SOILS, VEGETATION. PAVEMENT AND STRXMRES NECESSARY TO CONSTRICT THIS PROJECT UNLESS
OTHERWISE NOTED ON THESE PLANS. WE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIAL. DEBRIS AND
TRASH FROM THE SITE UPON COMPLETON OF CON MUCndJ, UNLESS OTHERWISE DIRECTED BY THE
ENGINEER.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT THE DUSTCREATEDAS A RESULT OF
CONSTRUCTION DOES NOT CREATE A MIISANCE OR A SAFETY HAZARD. WHERE ANDMEN MEMO
NECESSARY BY TIE ENGINEER OR OWNER, THE CONTRACTOR SHALL BE REQUIRED TO WET SECTIONS OF THE
CONSTRUCTION AREA WITH WATER, APPLY CALCIUM CHLORIDE OR SWEEP ASPHALT ROADS WITH A POWER
BROOM AS MST CONTROL.
6. ANY SURFACES. UNES, OR STRUCTURES WHICH HAVE BEEN DAMAGED BY WE CONTRACTOR'S OPERATIONS
SHALL BE RESTORED TO THE CONDITION AT LEAST EQUAL TO THAT IN WHICH THEY WERE FOUND IMMEDIATELY
PRIOR TO THE BEGINNING OF OPERATIONS.
T. CONSTRUCTION OBSERVATION AND CERTIFICATION IS OFTEN REQUIRED ASA CONDITION OF STATE AND LOCAL
PERMITS. ITISRECOMMENDED TMTMMMXU ONOFTHEIMPROVEMENTSDETAILEDONTHESEPLANSBE
OBSERVEDBY LAMOUME SDIMNSONCONSULnNGENGINEERSINC.(LID)TODETERMINEIFTHEWORKIS
BEING PERFORMED IN ACCORDAMEWITH THE APPROVED PLANS AND SPECIFICATIONS. UD WANES ANY
AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS THAT MAY ARISE FROM: FAILURE TO FOLLOW THESE
PUNS AND SPECIFICATIONS AND THE DESIGN INTENT THAT THEY CONVEY, ANY CHANGES MADE IN TIE PLANS
ADD SPECIFICATIONS OR IN THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS WITGUT UUI PRIOR
KNOWLEDGE AND CONSENT, ANDIOR FAILURE TO SCHEDULE OBSERVATON OF THE WORK AND TESTING IN
PROGRESS.
8. FOR ANY WORK WITHIN THE PUBLIC RIGHTOF-WAY A MINIMUM OF ONE-WAY TRAFFIC SHALL BE MAINTAINED AT
ALL TIMES. CONTINUOUS TWO-WAY TRAFFIC WALL BE REQUIRED AT NIGHT, DURING PEAK410 M, AND
WHENEVERPOSSIBLEDRINGACMALCONSTRUOTIONACPVIn ES. TEMPORARYCONSTRUCTIMSIGNSAND
TRAFFIC CONTROL SIGNS SHALL BE ERECTED SY THE CONTRACTOR IN AMORMNME VATH STATE AND CITY
STANDARDS,
B. TO ASSURE COMPUANCE WITH THE PLAN(S), THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS IN
ADVANCE OF STARTING ANY WORK, BEGINNING INSTALLATION OF ANY UTILITIES, BRINGING IN ANY NEW
GRAVEL FOR THE NEW PAVED AREAS. PAVING, AM FINAL INSPECTION.
10. TOPSOIL SHALL BE STOCKPILED, SEEDED, AND MULCHED UNTIL REUSED. SILT FENCE SHALL SE PUACED AND
STAKED CONTINUOUSLY AROUND THE MWHSLOPE PERIMETER OF THE TOPSOIL PILES.
11. HEALTHY EXISTING TREES AS SHOWN ON THE SITE PLAN TO BE SAVED SHALL BE PROTECTED BY THE
CONTRACTOR,
12. OPEN CUT AREAS SHALL BE MULCHEDOUTSIDE OF ACTUAL WORK AREAS, AND SILT FENCE SHALL BE
EMPLOYEDTO CONFIDE SHEET WASH AM RUNOFF TO THE IMMEDIATE OPEN AREA AS ORDERED BY WE
ENGINEER.
13. AT COMPLETION OF GRADING, SLOPES. DITCHES, AND ALL DISTURBED AREAS SHALL BE SMOOTH AND FREE OF
POCKETS WITH SUFFICIENT SLOPE TO ENSURE DRAINAGE.
14. AU-MLLSHALLBEPIACEDWSINCHUFTSAW THOROUGHLY COMPACTED TO 95% OF MAXIMUM DENSITY AT
OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM ORIN STANDARD PROCTOR UNLESS OTHERWISE
SPECIFIED.
LANDSCAPE SPECIFICATIONS
TREE AND SHRUB PLANTINGS
1. ALLPIANTMATERIAWSHALLWNFORMTOTHEINTERATIOMLSOCIETYOFARBORIMLTUE
PRINCIPALSANDPRACTICESOFPL4NDNGMEESANDSHRUBS, ANDTHEMOSTRECENTVERSIONOF
THE AWRICAN STANDMO FOR NORSERYSTOCK -ANSI M.1.
2. CONTRACTOR SHALL STAKE ALL PUNT LOCATIONS AND THE ENGINEER SWILL APPROVE PRIOR TO
INSTALLATION.
3, CONTRACTOR SHALL PROTECT LANDSCAPE PLANTS AT ALL TIMES FROM SUN AM DRYING WINDS.
PLANTS TWAT ARE TO BE TEMPORARILY STORED ON SITE UNTIL READY FOR INSTALLATION SHALL SE
KEPT SHADEDAN) PROTECTED WITH SOIL, BARK MULCH OR OTHER ACCEPTABLE NMTERIALANEI
REGULARLY WATERED.
4. DURING INSTALLATION OF LANDSCAPE PLANTINGS, CONTRACTOR SHALL DETERMINE WHERE EXISTING
UNDERGRWND UTILITIES ARE LOCATED TO AVOID INTERFERENCE.
5. STREET TREES TO ARRIVE FROM NURSERY WITH S FEETI2 METERS BETWEEN THE FINISHED GRADE AND
THE FIRST TREE BRANCH.
8, DO NOT PRUNE THE TREES OR SHRUBS AT PUNTING. PRUNE ONLY MADOR CRUSHED ROOTS AND
DEAD OR 1 W URED BMNCHES.
T. TREES SHALL HAVE A MINIMUM 50%LIVE CROWN RATIO,
8. EACH TREE AND SHRUB MUST BE PLANED SUCH THAT THE ROOT PURE AND MAIN ORDER ROOTS ARE
VISIBLE AT THE TOP OF WE ROOT BALL. WHERE THE MAIN ORDER ROOTS ARE NOT VISIBLE, EXCESS SOIL
SHALL BE REMOVED TO LOCATE THEM. PLANT TREES AND SHRUBS SO THAT THE MIN ORDER ROOTS
ARE AT FINSHED GRAM. M NOT COVER THE TOP OF THE ROOT BALL WTH SOILOR MUCH.
S. EXAMINE ENTIRE TREE AND SHRUB AND REMOVE ALL NURSERY TAGS, TREE WRAP, ROPE, STRING AND
SURVEYOR TAPE PRIOR TO PLANTING TO PREVENT GIRMNG.
10. FORA LL TREESANDSHRUBS:
CUT AND REMOVE WARE MESH BASKET. CUT AND REMOVE ROPE AND BURLAP WRAP FROM TOP MOP
ROOTBALL AFTER PLACEMENTIN PLANING PIT. LOOSEN REMAINING BURLAP TO ALLOW FOR ROOT
DEVELOPMENT. IF THE TREE OR SHRUB HAS SYNMETIC OR TREATED BURLAP, REMOVE IT ENTIRELY
AFTER PLACING ROOT BALL IN PUNTING PIT.
11. BREAK APART EDGE OF EXCAVATION WITH SHOVEL AND BLEND PLANT MIX WITH EXISTING SOIL TO
PROVIDE SOIL TIANSInON.
12, TREE PIT AREA SHALL HAVE A MINIMUM DEPTH OF W. SHRUB PLANTING PIT SHALL HAVE A 24'MINIMUM
DEPTH. THE TREE PIT AREA SHALL HAVE THE PLANT MIX SPECIFIEDBELOW.
13. STAKING REQUIRED ONLY IN SITUATIONS WHERE TREES WILL BE SUBJECTED TO WINDY CONDITIONS AS
DETERMNED BY THE ENGINEER. STAKES SHALL BE REMOVED BY TILE CONTRACTOR AT THE END OF TIE
WARRANTY PER OD.
14. PLANT MIX SHALL CONSIST OF THE FOLLOWING RATIO: 113 PART COMPOST, M PARTS TOPSOIL PLANT
MIX M BE MSTEDAND APPROVED FOR OWUTY BY ENGINEER PRIOR TO INSTALLATION. THE CORRECT
GRADE OF COMPOST IS AVAILABLE FROM, BUT NOT LIMITED TO, THE FOLLOWING MANUFACTURERS:
INTERVALE COMPOST PRODUCTS, VERMONT NATURAL PRODUCTS AND VERMONT COMPOST COMPANY.
15. FOLLOWING PLANTING, FERTILIZER AND MYCORRHIAL FUNGI SHALL BE APPUED TO TREES AND SHRUBS.
M ONCE ALL LANDSCAPE PLANTINGS HAVE BEEN INSTALLED, PLACE A UGHT LAYER OF HEMLOCK OR PINE
BARK MULCH, MAXIMUM MAXIMUM OF r TACK, W PLANNING BEDS. NG DYED MULCH YWU- BE ACCEPTED.
17. WATER ALL TREES AND SHRUBS THOROUGHLY ONCE PLANTED TO PULL SOILS AGAINST ROOT BALL AND
SETTLE AIR POCKETS, ADDITIONAL SOIL MAY BE NEEDED: WATER AGAIN TO ENSURE COMPLETE
COMPACTION. RESET SETTLED PLANTS TO PROPER GRADE AND POSITION. RESTORE ADMCENT
MATERIAL AND REMOVE DEAD MATERIAL. THERE SHALL BE NO WATERING BERM INSTALLED AROUND
PLANTS.
18, CORRECT WORK AS SOON AS POSSIBLE AFTER DEFICIENCIES BECOME APPARENT AND WEATHER
PERMITS.
19. CONTACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALLLANDSCAPE PI.ANINGSANGSHALL INCUXJE
PRUNING, CULTIVATING, WEEDING, WATERING, AND APPLICATION OF APPROPRIATE INSECTICIDES AND
F=CIDES NECESSARY TO MAINTAIN PLANTS FREE OF INSECTS AND DISEASE DURING CONSTRUCTON
AND WARRANTY AND UNTIL ACCEPTANCE. CONTACTOR SHALL WATER ALL PLANTINGS DAILY.
20. ALLLANDSCAPEPLANTSSHALLBE GUARANTEEDFORAMMODOFT YEAM6 ERPIANTING.
)
1 1/7 THICK VMI NS TYPE III
WEARING COURSE
2-THICK VMANS TYPE II
BASE COURSE
IS.I I
SLOPE TO MATCH FINISH -�
MIRAFI S(OX GEOTEXILE GRADEOFPAVEMENT
FABRIC OR EQUAL
DENSE GRADED CRUSHED GRAVEL
NTRANS SPEC. 704.065A)
NEW TYPE B CAST-INPLACE
CONCRETE CURB
ALL JOINTS SHALL
BE THOROUGHLY
W TYP,
CLEANEDAND
COATED WITH
EMULSIFIED \
ASPHALT PRIOR
TYPE It STONE
TO PAVING
(VTRANS SPEC. 7MINiA)
SUBBASE TO DAYUGHT
SELECT NATIVE SOIL, GANLAAR BORROW.
1. IN ALL AREAS WHERE UNSTABLEIINSUTABLE SUBGRADE SOILS ARE PRESENT TINE SUEGRAOE SHALL OR SAND BORROW IN AREAS WHERE FILL IS
BE OVER -EXCAVATED TO REMOVE THE UNSUITABLE MATERIAL AND BACKFILLEO WITH SAND BORROW NEEDED TO REACH SUBGRAOE ELEVATION
OR SELECT NATIVE MATERIAL.
2. SUBGRADE SOIL AND NEW CRUSHED GRAVEL SHALL BE ADEQUATELY COMPACMDTO NOT LESS THAN
9- OF THE OPTIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST (ASTM ORML
3. THE SUBGRADE SHALL BE OBSERVED BY LAMOUIREUX S UCKINSON PRIOR TO PLACEMENT OF FABRIC
AND GRAVEL. A TRUCK TEST MAY BE REQUIRED IF QUESTIONABLE SOIL IS ENCOUNTERED,
TYPICAL DRIVE & PARKING AREA CROSS SECTION
TAR CUSS B CONREM
12'RAdUS PEI
IV
TURF ESTABLISHMENT
TYPICAL TAPERED CURB
NTS
ALL DISTURBED AREAS THAT DO NOT HAVE AN IWE-1-8 SURFACE (PAVEMENT,
SIDEWALKS. ROOFS) SHALL BE STABILIZED WITH SEEDING AND MULCHING PRIOR TO
OCTOBER 1. ANY WORT( PERFORMED AFTER SEPTEMBER 15 OF EACH YEAR SHALL BE
STABIUMD WITH MULCH OR NETTING SUFFICIENT TO PREVENT EROSION AND SHALL BE
IMMEDIATELY SEEDED AND REMULCHED AS SOON AS WEATHER PERMITS IN THE SPRING.
PLACEMENT OF TOPSOIL, AND THE APPUCATON OF SEED, FERTILIZER, UME (WHERE
APPLICABLE), AND MULCH SHALL BE IN ACCORDANCE WITH THE FOLLOWING:
1. AMINIMUM OF 4" OF APPROVED TOPSOIL SHALL BE PLACED IN ALL AREAS.
PLACEMENTOF TOPSOIL SHALL NOT BE DONE WHEN THE GROUND OR TOPSOIL
IS FROZEN. EXCESSIVELY WET, OR OTHERWISE IN A CONDITION DETRIMENTAL
TO THE WORK. FOLLOWING PLACEMENT OF TOPSOIL, THE SURFACE SHALL BE
RAKED. ALL STONES, LUMPS, ROOTS, OR OTHER OBJECTONAL MATERIAL SHALL
BE REMOVED.
2. SEEDWXTURESSHALLCWFORMTOTHESEEDMIXTABLESHOWNON THIS
SHEET AND BE SPREAD UNIFORMLY IN ALL AREAS INDICATED ON THE PLANS AT
THE SPECIFIED RATE. FOR SEEDING BETWEEN SEPTEMBER 1 AND OCTOBER 1,
WINTER RYE SHALL M OVERSEEMD AT AN APPUCAnON RATE OF IM POUNDS
PER ACRE.
3. FERTIUZER SHALLCONFORMTO THE STANOMMOF MFASSOCIATIONOF
OFFICIAL AGRICULTURAL CHENSTSAND BE APPUED ONLY AFTER PERFORMING
A SOIL TEST AND BE APPUED BASED UPON SOIL DEFICIENCIES, UME SHALL
ONLY BE APPLIED AS NEEDED BASED UPON A SOIL PH TEST.
4. WITHINNHOURSOF APPLICATIONOF SEED, FERTUZERANIUMBTIE
SURFACE SHALL BE MULCHED WITH A HAY MULCH. MULCH SHALL BE SPREAD
UNIFORMLY OVER THE AREA AT A MINIMUM RATE OF 2 TONS PER ACRE.
5. THE CONTACTOR SHALL BE RESPONSIBLE FOR A FULL GROWTH OF GRASS IN
ALL DISTURBED AREAS TO BE RE -VEGETATED. VEGETATION GROWTH SHALL BE
PERMANENT AND SUFFICIENT TO PREVENT EROSION OF THE UMERLYIW SOIL
UNDER ALL CONDITIONS OF PREaRTATON. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR PROTECTING AM CARING FOR SEEDED. MULCHED, AND
AREAS OF ESTABUSMD VEGETATION UNTIL MML ACCEPTANCE OF THE WORK
BY THE OWNER.
URBAN MIX GRASS SEED
11 BY WEIGHT
LBS. LIVE SEED
PER ACRE
TypE OF SEED
3T.5
45
CREEPING RED FESCUE
31.25
37.5
KENTUCKY BLUEGRASS
31.25
375
WINTER HARDY, PERENNIAL
RYE
100
IM # WE SEED PER ACRE
1/4"RADIUS 1/2"RADIUS
' •^t�
PAVEMENT
18'
CLASS 8 CONCRETE
END AREA = 0.94 S.F.
CONCRETE CURB
NTS
NOTES:
1) MRBIM SHALL SE CONSTRUCTED IN 1U SECTIONS WITH 1S" JOINT BETWEEN SECTIONS
2) CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY W ANDSHALL BE
CONSTRUCTEDOFMATERIALCONFORMINGTOAASNTODESIGNATIONWIW(IWSP WE
RUBBER OR CORK).
3) ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,50(1 PSI AT N DAYS.
SHALL BE AIR ENTRAINED AT HOT LESS THAN 5%AND NOT MORE THAN M. AND SHALL HAVE
MINIMUM 20%FLY ASH CONTENT.
TWO MULCH A MINIMUM OF T FROM
STEM
REMOVE BURLAP FROM TOP M OF
ROOTBALL. AFTER PLACEMENT IN
PLANTING PIT, LOOSEN REMAINING
SURIAPTOALLOW FOR ROOT
DEVELOPMENT
UNDISMRBW
PLANTROOTBALLON ! 1 �" '1'--+++ �� WITH SHPMT EDGEOFEXCAVATION
PLACE ROTEDOR _ BRNBHOVELAND BLENDPLANTMIX
TAMPED SOIL WITH DDBTING SOIL TO PROVIDE SOIL
9 TIMES THE ROOTBALL TRANSITION
DIAMETER
SHRUB PLANTING DETAIL
NTS
TREE PLANTING DETAIL
NTS
PLUMB TREE TRUNK
r THICK MULCH A MINIMUM OF
W FROM TREE TRUNK
PLACE ftCOT BALL ON
TAMPED PLANTMIXOR
UNDISTURBED SOIL
TREE FIT
UNDISTURBED SOIL
EXISTING BIT.
1 THICKNESS OF EXISTING PAVEMENT OR
MIN. r A MINIMUM OF I IZ OF TYPE III
OVER 210 OF TYPE II BASE COURSE
EXISTING
BIT. PAVING
ON ONE OR
BOTH SIDES
JIT4CKNESS OF EXISTING GRADED
I Vo o O
EXISTNG OR 18'MININXJM DENSE GRADED III,
IGRAVEI VASE CRUSHED STONE PER VT. STATE
SPEC. 704.W
TRENCH I
I� EXCAVATION ,
REPLACEMENT of EXISTING BITUMINOUS PAVEMENT
1R
PUBUC
r-1 MIN
- I
WIDTH OF e o, e
ROADWAY '+ABC
SG MIN 1
�s�' IPsUBLIC
StrG S�-WAY
NOTES: PLAN
1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION MICH WILL PREVENT TRACKING OF
SEDIMENT ONTO PUBLIC RIGHTSUF MAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR ANDOR CLEANCLITOF ANY MEASURES
USED TO TRAP SEDIMENT. ALL SEDIMENT TRACKED. SPILLED, OR WASHED ONTO PUBLIC
RIGHTS -OF -WAY SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR.
2. THE USE OF CALCIUM CHLORIDE OR WATER MAY BE NECESSARY TO CONTROL DUST DURING THE
SUMMER.
3, PR(VIM APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PIAUC
RIGHT-OF-WAY.
STABILIZED CONSTRUCTION EXIT
NTS
4-OF TOPSOILANDGRASS COVER
8' CRUSHED GRAVEL FOR SUBBASE
5' THICK CONCRETE SIDEWALK g (VAOT 1-D5A FINE)
S.2%MAXIMUM EARTH BORROW
-�1
EXISTING GROUND
TYPICAL CONCRETE SIDEWALK
GRADATION REQUIREMENTS
SIEVE
PERCENT (%)
MATERIAL
SIZE
PASSING
SAND CUSHION -VT SPEC MM
2"
100%
11rz'
90-100%
1Iz'
TO-100 %
M
60.100%
91.
0-20 %
#2W
0-8%
CRUSFEDGRNVELFORSUBBASE
2"
Im%
VT SPEC 704.0S FINE
111r
90.100%
xa
3o-Ba %
III.
D12%
IQ
0.6%
DENS EGRADEDCRUSHEDSTONE
311T,
100%
VT SPEC T04.06
3'
90-100%
r
1"
Ts1o0%
5050%
t12'
30-Bp%
p2W
04i%
JUL 2 3 2015
City of So. Burlington
N
v
Ln
CD
LEI
CD
N
T' 1
N
t\
3
�t
r-i
O
'-H
3
G
0
`7
N
d
322
320
318
316
314
312
310
308
306
304
FINISHGRADE
BACKFILL WITH APPROVED
EXCAVATEDMATERIAL
THOROUGHLYCOMPACTED
IN W LIFTS
UI
UNDISTURBED SOIL
THE SIDES OF TRENCHES 4 FT.
OR MORE IN DEPTH ENTERED
BV PERSONNEL SHALL BE
p
a
IF COVER IS LESSTIUNSIYY,
SHEETED OR SLOPED TO THE
ANGLE OF REPOSE
PLACE ETHICK INSULATED
BOARD, WHICH IS SUITABLE
--------------
FOR BURIAL OVER PIPE.
12"
('D' IS OUTSIDE
DIAMETER OF PIPE)
APPROVED ROCK FREE
S"
BACK ILL COMPACTED IN E
LIFTS (ND STONES LARGER
THAN 1 1IY DIAMETER)
THE CONTRACTOR SHALLATALL
TIMES KEEP THE TRENCHES
ENTIRELY FREE OF WATER UNTIL
ALL WORK IS FINISFEDAND
A,
READY FOR BAC-LUNG
CRUSHED
STONE BEDDING
D+2 FEET
UNDISTURBED SOIL
TYPICAL SANITARY & STORM SEWER TRENCH
6
RAM ]P90A 9 vvG xp1W
va uMa � Up v r
SANITARY SEWER SERVICE CONNECTION
NITS
SANITARY & STORM SPECIFICATIONS
1) SANITARY AND STORM SEWER PIPES SIULL BE OF THE SRE ANDTYPE INDICATED ON TIE
PLANS. PVC PIPE SHALL BE SDI3 35 CONFORMING TO ASTM D3 , ASTM D 12, AND ASTLI
F477. CORRUGATED METAL PIPE SHALL CONFORM TO AASHTO WIND FOR ACCGMP PIPE AND
AASHTO WM TYPE SFOR POLYMERIC COATED STEEL PIPE. CORRUGATED POLYETHYLENE
PIPE SHALL CONFORM TO AASHTO M294, TYPE S (SMOOTH LINED).
2) ALL NEW GRAVITY MNTARY SEWER MAINS SHALL BE LEAK TESTED BY A LOW PRESSURE AIR
TEST AND DEFLECTION TESTED. THE LOW PRESSURE AIR TEST WILL BE USED TO SIMULATE
INFILTRATIONOREXFILTRATONINMORMTa ALLGRAVITYMNTARYSEWERS.ALL
TESTING WILL BE CONDUCTED UNDER THE SUPERVISION OF THE ENGINEER. AIR TESTING
SHALL BE PERFORMED IN ACCORDANCE WITH ASTM C828410. THE MINIMUM ALLOWED TIME
FOR A PRESSURE MOP FROM 3.5 PSI T02.5 PSI SHALL SE 1.2 MINUTES PER ICAO FEET OF W
SEWER. AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST W DAYS, THE DEFLECTION
TEST MAY BE PERFORMED. NO PIPE SHALL EXCEED A DEFLECTION OF FIVE PERCENT 15%), IF
THE DEFLECTION TESTIS RUN USING A RIGID BALL OR MANDREL, IT SHALL SHALL HAVE A
DIAMETER EQUAL TO 95%OF THE INSIDE DIAMETER OF THE FlPEXHE TEST SHALL BE
PERFORMED WITHOUT MECHANICAL PULLING DEVICES. ALL MANHOLE ANDPIMUNE
MATERIALS. METHODS ANO TESTING SHALL SE IN ACCORDANCE WITH CITY AND STATE
STANDARDS AND THESE PLANS.
MANHOLE FRAME 8 COVER
NEE— R1842, LEBARON
LC2SR OR EQUAL.
FINISH GRADEFTO
UP FRAME
ADJUST PoM WITHCONCRETE
ISER
PoSERS
COAT EXTERIOA.S.T.M.
C4]8OF
CONCRPRECASTWITHTNO(nREINFORCEDCONIC.COATSCONE
ANDWATERPROORISERSEALANT
T�
2
COPOLYMER
I
POLYPROPYLENE
BOOT TYPE CIXJ EIBLTOR
PLASTIC RUNGS WITH
iT GRADE W STEEL
NEW iS SDI— SANITARY SEWER
CAST IN PLACE
ATALL PIPES
I I
Z4' RADIUS MANHOLE
REINFORCEMENT OR
DOUBLE BELL COUPLING
TROUGH AND SHELF
NEW 15'S0R35 SPNTARY
(MIN.)
EQWALL
UAL. 12" O.C. MAX.
(USE ONLY ONE COUPLING)\
SEWER
8'O.C. MIN.
-
RUNG
O RING RUBBER CASKET IN
\
48'
ACCORDANCE WITHA.S.T.M.
MANHOLE
4
C443 AND A.ST.M. G3S10R
FLOW— �ij%/
i�///��%
FLOW
/
--
COVER
BUTYL ROPE
B"SERVICE
S.D. IREIAND
WELDEDSTEEL
M
EXISTING IS'PVC
/\
PRECAST 48'
MANHOLE OR
WIRE FABRIC
SANITARY SEWER
CAST IN PLACE
APPROVED EQUAL
TROUGH SLOPE TO
MATCH EXISTING PIPE
/ SLOPE
CLASS B CONCRETE
CAST IN PLACE
DURING MANHOLE INSTALLATION, THE CONTRACTOR SHALL PREVENT
SEWAGE FROM ENTERING THE EXCAVATED AREA FROM THE IADRADIENT NEW 8" S0R35 PVC PIPE INVERT IN.
SHELF
RUBBER GASKET
NPINGBY PROWDINGTEMPORARYBYPASS PIPING, TEMPORARYPLUGGING PROWDETROUGHTOTRANSITIONPROMNEWS'
—
(TYP.ALL PIPES)
AND PUMPING, OR OTHER APPROVED METHODS. THE CONTRACTOR SMALL PIPE TO MAIN TROUGH
I ��
2' RISE (MAX)
INSURE THAT UNINTERRUPTED SERWM IS MAINTAINED, AND THAT SEWAGE
DOES NOT BACK UP INTO EXISTING BUILDINGS,
Pn
CHANNEL
SUTABLE
BACKFLL
�e"SDR95PVC
Dl2
VARIABLESTANDARD
NEW SEWER MANHOLE INSTALLATION DETAIL
MANHOLE CHANNEL
OW
LENGTHS (2,384FT.)
NITS
NITS
12"
4
kl�
.. I
S.
PRECAST) �Xe TO 1 IQ -CRUSHED
MONOLITHIC C4 6' O C. STONE BEDDING.
CONCRETE BASE MN, EACH WAY EXTENDBEDDING TO
Y HEIGHT. UMTS OF EXCAVA PON.
PRECAST SEWER MANHOLE DETAIL
NEW SANITARY
FINISH GRADE
EXISTING GROUND
2O5 LF NEW 6"5 R
_
UNIT 1 SERVICE
UNIT 2 SERVICE UNIT 3 SERVICE
UNI
4 SERVICE
DATUM ELEV
300.00
10+00
11+00
SANITARY SEWER SERVICE PROFILE
1' • 10' VERT. AND H0R12.
12+00
324
322
320
318
316
314
312
310
308
306
304
302
300
P FINISH GRADE
PROVIDE WATERTIGHT BRASS OR CAST IRON CAP
AS NOTED
ON NINE
CAP
INV.ELEV.FDI-
DETAIL OF SANITARY SEWER CLEANOUT
NITS
RECEIVED
JUL 2 3 2015
City of So. Burlington
SEE PLANS FOR GRADING,
SIDESLOPES SHALL BE 3H:1V
5' MINIMUM
4" LOAMY SANOTOPSOIL
21R" O CRUSHED STONE
WHERE AREAS OFSILTYLOAMEXISTAT-'�`%T`/T`/�`%a` 21/Y'O CR USHED STONE
THE BOTTOM OF THE INFILTRATION BASIN,
THE BOTTOM SHALL BE OVEREXCAVATED MIRAFI 140 GEOTEXTILE
AND THE MATERIAL REPLACED YATHONSITE SURROUNDING CRUSHED STONE
SANDY LOAM OR GRAVELLY LOAM BORROW WITH MINIMUM 24" OVERLAP ATTOP
TYPICAL INFILTRATION BASIN SECTION
NTS
INFILTRATION BASIN CONSTRUCTION NOTES
1. THROUGHOUT ALL CONSTRUCTION ACTIVITIES, THE OPERATION OF HEAVY EQUIPMENT OVER THE AREA OF THE PROPOSED STORMWATER
INFILTRATION BASINS SHALL BE RESTRICTED TO PREVENT COMPACTION OF THE UNDERLYING SOILS AND REDUCTION OF THE SOIL
PERMEABILITY. IF EQUIPMENT MUST BE USED IN THE INFILTRATION BASINS FOR BUILDING OR UTIUTY CONSTRUCTION, A MINIMUM OF 2 FEET OF
OVERBURDEN SHALL BE IN PLACE TO MINIMIZE COMPACTION OF THE UNDERLYING SOILS.
2. DURING EXCAVATION FOR THE INFILTRATION BASINS, THE CONTRACTOR SHALL TAKE CARE TO PREVENTOOMAMNATON OF THE NATIVE SOILS
WITH SEDIMENT OR FILL MATERIAL. THE STORMWATER INFILTRATION BASINS SHALL NOT BE USED FOR CONCRETE WASHOUT AREAS.
3. THE INFILTRATION BASINS SHALL BE USED TO CONTROL AND INFILTRATE RUNOFF FROM THE SITE WRING CONSTRUCTION, DURING THE INITIAL
EXCAVATION OF THE BASINS, THE BOTTOM SHALL BE EXCAVATED TO 8' ABOVE THE FINISH GRADE ELEVATION. AFTER CONSTRUCTION OF THE
BUILDING, DRIVES, AND PARKING ARE SUBSTANTIALLY COMPLETE, THE BOTTOM OF THE INFILTRATION BASINS AM SIDESLOPES SHALL BE
EXCAVATED TO THE FINISH GRADES SHOWN. THE BOTTOM OF THE BASINS SHALL SE IN NATIVE SAND. ANY ACCUMULATED SEDIMENT SHALL BE
REMOVED UPON FINAL STASIUZATION OF THE UPSLOPE CONTRIBUTING AREA. IF ANY FILL MATERIAL IS REOUIRED TO FILL VOIDS, ONLY
APPROVED CLEAN NATIVE SAND SHALL BE USED.
4. A MINIMUM P THICK LOAMY SAND TOPSOIL SHALL BE PLACED OVER THE BOTTOM AND SIDESLOMS OF THE INFILTRATION BASIN. THE
CONTRACTOR SHALL APPLY SOIL AMENDMENTS AS NECESSARY. BASED UPON A SOIL TEST.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A PERMANENT VIGOROUS GROWTH OF THICK GRASS THROUGHOUT THE BASIN AND
CONTRIBUTING SWALES. ALL DISTURSEDAREAS SHALL BE SEEDED WITH SEED MIX AT THE SPECIFIED RATE, PRIOR TO MULCHING.
///—DEPTH VARIES -PROVIDE MINIMUM
OF 17. SLOPE TOWARDS EXISTING
BERM AS NECESSARY TO MAINTAIN DRAINAGE STRUCTURE AND MATCH
1W DEPTH AND 0.010 FT / FT MIN. EXISTING SWALE
SLOPE IN DITCH
tGROUND
ORIGINAL
ORIGINAL
1---------rGROUNDIGINAL
PROVIDE S' TOPSOIL
24'
AND GRASS COVER
TYPICAL GRASS SWALE
NTS
WATER PIPING SPECIFICATIONS
A. INSTALLATION - PIPES, FITTINGS, AND ACCESSORIES SHALL BE CAREFULLY HANDLED TO AVOID DAMAGE. PRIOR TO
THE DATE OF ACCEPTANCE OF THE PROJECT NARK BY THE OWNER, THE CONTRACTOR SHALL REPLACE ANY NEW PIPE
OR ACCESSORY FOUND TO BE MFECTNE AT ANY TIME, INCLUDING AFTER INSTALLATION, AT NO EXPENSE TO THE
OWNER. ALL INSTALLATION AND TESTING SHALL BE DONE IN ACCORDANCE W TH AMA STANDARD CAW AND ANSI
SPECIFICATION A21.11. ALL PIPES SHOWING CRACKS SHALL BE REJECTED. IFCRACKSOCCURINTHEPIPE.THE
CONTRACTOR MAY. AT HS OWN EXPENSE ANDWITH THE APPROVAL OF THE ENGINEER, CUT OFF THE CRACKED
PORTIONS AT A POINT AT LEAST TWELVE INCHES (12') FROM THE VISIBLE LIMITS OF THE LACK AND USE THE SOUND
PORTIONOF THEPIPE. ALL PIPES AND FITTINGS SWILL BE CLEARED OF ALL FOREIGN MATTERAND DEBRIS PRIOR TO
INSTALLATION MO SHALL BE KEPT CLEAN UNTIL THE TIME OF ACCEPTANCE BY THE OWNER. AT ALL TIMES, WHEN THE
PIPE LAYING IS NOT ACTUALLY IN PROGRESS, THE OPEN ENDS OF THE PIPE SHALL BE CLOSED BY TEMPORARY
WATERTIGHT PLUGS OR BY OTHER APPROVED MAW. IF WATER IS IN THE TRENCH WHEN WORK IS RESUMED, THE
PLUG SHALL NOT BE REMOVED UNTIL ALL DANGER OF WATER ENTERING THE PIPE HAS PASSED. THE PIPE SHALL BE
INSTALLED IN TRENCHES AND AT THE UNE AND GRADE SHOWN ON THE CONTRACT DRAWINGS. ANY DEFLECTION
JOINTS SHALL BE WITHIN THE LIMITS SPECIFIED BY THE MMUFACTURER. ALL PIPING ANDAPPURTENANCES
CONNECTED TO THE EQUPMENT SHALL BE SUPPORTED SO TWIT NO STRAIN WILL M IMPOSED ON THE EQUIPMENT. IF
THE EQUIPMENTMANUFACTURERS SPECIFICATIONS INCLUDE THAT PIPING LOAM ARE NOT TOM TRANSFERRED. THE
CONTRACTOR SHALL SUBMIT CERTIFICATION OF COMPUANCE. IMENEVER SEWERS CROSS LMMR WAMRMAINJS, TIE
WATER LAIN SWILL BE LAG AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATERMAIN M AT LEAST 181NCHES
ABOVE THE TOP OF THE SEWER, THIS VERTICAL SEPARATION SHALL BE MAINTAINED FOR THAT PORTON OF THE
WATERWIN LOCATED WITHIN TEN FEET (107 HORIZONTALLY OF ANY SEWER ITCROSSES. TIERS SHALL BE NO
PHYSICALCONNECTIONBETWEENTIEDISTRIBUTIONSYSTEMANDANYPIPES,PUMPS,HY WS,ORTANKSWHICH
ARE SUPPLIED OR MAY M SUPPLIED WITH WATER THAT IS, OR MAY BE, CONTAMINATED, IN INSTANCES WHERE THE
USE OF DIFFERENT TYPES OF PIPE REQUIRE JOINING. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL
NECESSARY ADAPTERS. ALL TREWHING SAFETY STANDARDS SHALL BE IN CONFORMANCE LATH ALL APPUCABLE
STATE AND FEDERALGUIDEUNES AND AS SPECIFIED ON THE PLANS. THE CONTRACTOR SHILL, AT ALL TIMES, KEEP
THE TRENCHES ENTIRELY FREE OF WATER UNTIL ALL WORK IS FINISHED AND READY FOR BACKFI W NG. AFTER THE
VARIOUS PIPELINES HAVE BEEN INSTALLED, THE TRENCHES AND OTHER AREAS TOM FILLED SHALL BE SACKFIMED
TO SUBGRADE WITH, WHEREVER POSSIBLE, MATERIAL EXCAVATED FROM THE TRENCH. NO SACKFIMING WILL BE
ALLOWED UNTILANY CONCRETE MASONRY HIS SET SUFFICIENTLY, AS DETERMINED BY THE ENGINEER. ALL MATERIAL
FOR BACKFIWNG SHALL BE FREE OF ROOTS. STUMPS, AND FROST. MATERIALS USED FOR BACKFIWNG TRENCHES
SHALL BE FREE OF STONES WEIGHING OVER W POUNDS. NO STONES MEASURING OVER ONE ANDONE-IALF INCHES (1
121 IN THE LONGEST DIMENSION SHALL BE PLACED WITHIN ONE FOOT (1) OF THE PIPELINE BEING BACKFIMED.
BACKFILL FOR ALL PPEUWS SHALL BE PLACED IN SIX INCH W) LAYERS, EACH DYER BEING THOROUGHLY
COMPACTED TO NOT LESS THW %PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY TIE AA WH Tb
STANDARD PROCTOR. PARTICULAR PRECAUTIONS SHALL BE TAKEN IN THE PLACEMENT AM COMPACTION OF THE
BACKFILL MATERIAL IN ORDER NOT TO DAMAGE THE PIPE OR STRUCTURE. THE MCKFILL SHALL BE BROUGHT UP
EVENLY, ALL WATER UWS SHALL SE INSTALLED WITH A MINIMUM COVER DEPTH OF SIX (6). SURPLUS EXCAVATED
MATERIALS NOT USED FOR BACKFILL SHILL BE DISPOSED OF IN A MANNER SATISFACTORY TO THE ENGINEER. ALL
SURPWS MATERIAL OR SPOIL SHALL BE REMOVED PROMPTLY AND DISPOSED OF W AS WT TO SE OBJECTIONABLE
TO ABUTTERS OR TO THE GENERAL PUBLIC.
VALVE BOXES ARE TO BE INSTALLED W ALL BURIED VALVES. THE BOXES SHALL BE CAST IRON LATH A MINMUM FIVE
AND ONE -FOURTHS INCH (51/4-) DIAMETER AND LONG ENOUGH TO EXTEND FROM THE VALVE TO FINISHED GRADE.
THE BOXES SHALL ENCLOSE THE OPERATING NUT AND STUFFING BOX OF THE VALVE. VALVE BOXES SHALL NOT
TRANSFER LOADS INTO THE VALVE. COVERS SHALL BE CLOSE FITTING AND DIRT -TIGHT WITH THE TOP OF THE COVER
FLUSH WITH THE TOP OF 111E BOX RIM. CWERS SHALL BE MARKED VATER' WITH AN ARROW INDICATING THE
DIRECTION OF OPENING. VALVE BOXES SHALL BE THREE PIECE SLIP -TYPE. THE CONTRACTOR SHALL PROVIDE A
STABLE, TEMPORARY PVC MARKER APPROVED BY THE ENGINEER AT ALL GATE VALVES, CURB STOPS, AND AT THE END
OF WATERUNES TO A POINT SIX INCHES (T) ABOVE FINISH GRADE. WE MARKER SHALL BE SEATED SECURELY INTO
THE GROUND.
NATNE SAND OR
LOAMYSAND
B. FIELD TESTING .EXOEPTAS OTHERWISE DIRECTED. ALL PIPELINES SHALL BE TESTED. PIPEUNESIAIDINEXCAVATON
OR BEDDED IN CONCRETE SHALL BE TESTED PRIOR TO BACKnUUNG OR THE PLACING OF CONCRETE, ANDANY
EXPOSED PIPING SHALL BE TESTED PRIOR TO FIELD PAINTING. THE CONTRACTOR SHALL FURNISH ALL GAUGES,
TESTING PLUW. CAPS, AND ALL OTHER NECESSARY EQUIPMENT AND LABOR TO PERFORM LEAKAGE AND PRESSURE
TEST IN SECTIONS OF AN APPROVED LENGTH. EACH VALVED SECTION OR A MAXIMUM OF ONE THOUSAND FEET(1,0M)
OF THE PIPE SHALL BE TESTED. ALL WATER REQUIRED FOR TESTING SHALL BE POTABLE. ALL TESTING SHALL BE
CONDUCTED IN THE PRESENCE OF THE ENGINEER. FOR THE PRESSURE TEST, THE CONTRACTOR SHALL DEVELOP
AND MAINTAIN 2W POUNDS PER SQUARE INCH FOR TWO HOURS. FAILURE TO HOLD THE DESIGNATED PRESSURE FOR
THE TWO-HOUR PERIOD CONSTITUTES A FAILURE OF THE SECTION TESTED. THE LEAKAGE TEST SHALL BE
PERFORMED CONCURRENTLY WITH THE PRESSURE TEST, WRING THE TEST. THE CONTRACTOR SWILL MEASURE THE
OUANTTY OF WATER REQUIRED TO MAINTAIN THE TEST PRESSURE. LEAKAGE SHALL NOT EXCEED THE QUANTITY
GIVEN BY:
L SD(SOUAREROOTOFP)14
YWR;RE: L • LEAKAGE IN GAWONISMOUR
S LENGTH OF PIPELINE TESTED
D DAMETEROFPIPEININCHES
P • AVERAGE TEST PRESSURE IN PSI
ALL TESTING SHAM BE CONDUCTED IN ACCORDANCE LATH AMA CF00 LATEST REVISION. SHOLADANY SECTION OF
THE PIPE FAIL EITHER THE PRESSURE OR LEAKAGE TESTS, THE CONTRACTOR SHALL DO EVERYTHING NECESSARY TO
LOCATE AND REPAIR OR REPLACE THE DEFECTIVE PIPE, FITTINGS, OR JOINTS AT NO EXPENSE TO THE OWNER.
C. DISINFECTION- CHLORINATION OF THE NEWSERVICE SWILL BE WNDUCTEDONLYAFTERTHE SERVICE HAS BEEN
FLUSHED AND A CLEAR STREAM IS OBTAINED AS DETERMINED BY THE ENGINEER. THECONTRACTORSHAMFURNISH
ALL LABOR. EQUPMENT, MATERIALS, AND TOOLS NECESSARY TO DISINFECT THE PIPE AND APPURTENANCES IN
ACCORDANCE WITH THE AMA STANDARD FOR DISINFECTING WATERLANS, G 1, WITH THE EXCEPTION OF THE
TABLET METHOD. THE METHOD OF DISINFECTION SHALL BE BY THE CONTINUOUS FEED METHOD UNLESS OTHERWISE
APPROVED BY THE ENGINEER. AFTER FILLING FLUSHING, AND THE ADDITION OF CHLORNE SOLUTON. THE FREE
CHLORINE CONCENTRATION WWIN THE PIPE SHALL BEAT LEAST 25 MGL. THE CHLORINATED WATER SHALL REMAIN
IN THE MAIN FORA PERIOD OF AT LEAST U HOURS. AT THE END OF THIS PERIOD, THE TREATED WATER IN ALL
PORTIONS OF THE MAIN SHALL NOT HAVE A RESIDUAL OF LESS THAN 10 MGL OF FREE CHLORINE. ALL DISINFECTION
SWILL BE PERFORMED URGER THE SUPERVISION OF THE ENGINEER. THE DISINFECTION PROCESS SHALL SE DEEMED
ACCEPTABLE ONLY AFTER (2) SAMPLES OF WATER FROM THE FLUSHED, DISINFECTED MAIN TAKEN BY THE ENGINEER
AND TESTED AT AN APPROVED LABORATORY SHOW NO EVIDENCE OF BACTERIOLOGICAL CONTAMINATION.
DISINFECTION SHALL CONFORM TO THE LATEST AMA "5/ REVISION. THE PPEUNE ANDAPPURMNANCES STALL
BE W NTAINED IN AN UNCONTAMNN MD W MTION URIL FINALACCEPTANCE. DISINFECTON SHAM BE REPEATED
WHEN AND IMERE REQUIRED AT NO EXPENSE TO THE OWNER MT11-FINALACCEPTANCE BY THE OWNER.
Q. FROST PROTECTION OF SWALLOW WATERLINES- WATERLINES WITH LESS THAN SIX FEET(6) OF COVER OVER THE
CROWM,ORWHEREINDIC MOONTHEPLANS,SHALLSEPROTECTEDAGAINSTFREEZINGBYINSTALLATIONOFTHREE
INCH (n THICK STYROFOAM SM INSULATING SHEETS WITH A TOTAL WIDTH OF FOUR FEET (4) OR TAPIICE THE PIPE
DIAMETER. WHICHEVER IS GREATER. WE SHEETS SHALL BE PLACED SIXINCHES(W')ABOVETHECROWNOFTHEMAIN
AFTER COMPACTION OF THESIX INCH UFT IMMEDIATELY ABOVE THE CROWN. CARE SHALL BE EXERCISED BY WE
CONTRACTOR WRING BACKFILL AND COMPACTION OVER THE STYROFOAM SHEETS TO PREVENT DAMAGE TO THE
SHEETS. STYROFOAM SM SHEETS SHALL MEET THE COMPRESSIVE STRENGTH REQUIREMENTS OF ASTM D1W.M AND
SHALL Be AS MANUFACTURED BY DOW CHEMICAL COMPANY, MID"72. MICHIGAN, OR EOUNALENT. IN NO CASE SHALL
THE WATERUNES HAVE LESS THAN FOUR FEET (4) OF COVER OVER THE TOP OF THE PIPE,
MOM
NOTES
1) USE ONLY MANUAL METHODS OF INSTALLATION AND CLEANING WTMN WETLAND AND BUFFER ZONE.
2) PRIOR TO BEGINNING OF CONSTRUCTION OR EARTH MOVING, THE CONTRACTOR SHALL INSTALL A
CONTNUOUS SILT FENCE AT THE LIMIT OF DISTURBANCE SHOWN ON THE SITE PLAN.
3) FROZEN MATERIAL SHALL NOT BE USED TO KEY IN THE BOTTOM OF THE SILT FENCE. IF NECESSARY,
GRANUTAR BORROW SHALL BE USED BY THE CONTRACTOR TO KEY IN THE SILT FENCE RATHER THAN
FROZEN NATIVE MATERIAL.
4) THE CONTRACTOR SHALL INSTALL SILT FENCE AROUND THE PERIMETER OF TOPSOIL STOCKPILES AND
AT OTHER LOCATIONS AS NEEDED.
TEMPORARY SILT FENCE
SET CURB BOX JUST INSIDE R.O.W
FLUSH NTH FINISH GRADE
MINIMUM 3'4'
PE TUBING
r GOOSENECK
/ WMLECTFIM
AROUND COPPER
TUBING
� PROPERTY LINE
-
OPERATINGR TAINLESS STEEL
ERIE CURB BOX
- 34' CURB STOP
TEMPORARY PUIG
2' WATER WIN
14'CORPORATION LACEDOOUCONCRETE ELOCK
PLACED ON UNDISTURBED EARTH
INDIVIDUAL UNIT WATER SERVICE DETAIL
NTS
FOR SEPARATION GREATER THAN 1W, CENTER ONE
FULL SECTION OF SEWER PIPE ON WATER PIPE AND
ENCASE ENDS IN CONCRETE.
— TYPICAL T THICK 12' EACH
SIDE OF JOINT
S'MIN,
NEW WATERLINE
CENTER ONE LENGTH OF PIPE
CATCH BASIN MAINTAIN UNDER SEWER
OR MANHOLE MINIMUMS
HORIZONTAL
SEPARATION
FROM ALL CENTER ONE OF PIPE
STRUCTURES OVER
SEWER
ER SEWER —•j
NEW WATERLINE
18'MIN.•
PROVIDE CRUSHED STONE BETWEEN SEWER
AND WATER PIPES TO PROVIDE STRUCTURAL
SUPPORT FOR WATER UNE.
VERTICAL SEPARATION AT CROSSINGS:
SEWERS CROSSING WATER MAINS SHALL BE LAID BENEATH THE WATER WIN
WITH AT LEAST 18-VERTICAL CLLAMNCE BETWEEN THE OUTSIDE OF THE
SEWERANDTEOUMIDEOFTHEWATERMAIN. WMENITISIMPOSSIBLEOR
IMPRACTICAL TO MAINTAIN THE 18' VERTICAL SEPARATION OR WHERE THE
SEWER MUST BE LAID ABOVE THE WATER MAIN, THE FOLLOWING CRITERIA
APPLY:
(A) THE CROSSINGS SHALL BE ARRANGED SO THAT ONE FULL LENGTH OF
SEWER IS CENTEREDABOVE OR BELOW THE WATER UNE MATH SEWER JOINTS
AS FAR AS POSSIBLE FROM WATER JOINTS;
(8) THE SEWER PIPE MUST BE CONSTRUCTED TO WATER MAIN STANDARDS
FORA MINIMUM DISTANCE OF M FEET EITHER SIDE OF THE CROSSING OR A
TOTAL OF THREE PIPE LENGTHS, WHICHEVER IS GREATER;
(C) THE SECTION CONSTRUCTED TO WATER MAIN STANDARDS MUST SE
PRESSURE TESTED TO MAINTAIN 50 PSI FOR 15 MINUTES WITHIOUT LEAKAGE
PRIOR TO BACKFILUNG BEYOND ONE FOOT ABOVE THE PIPE, TO ASSURE
WATERTIGHTNESS;
(D) WHERE A WATER MAIN CROSSES UNDER A SEWER, ADEQUATE
STRUCTURAL SUPPORT SHALL SE PROVIDED FOR THE SEWER TO PREVENT
DAMAGE TO THE WATER MAIN.
SEWER / WATER SEPARATION DETAIL FOR CROSSINGS
NTS
BACKFIMWNH APPROVED
UNDISTURBED SOIL
EXCAVATED MATERIAL
TH OROL ICI Y COMPACTED 0:
IN S' LIFTS C
a
THE SIDES OF TRENCHES y y
4 FT. OR MORE IN DEPTH i a
ENTERED BY PERSONNEL 00
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SLOPED TO THE ANGLELE
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HAVE LESS THAN 4 W OF
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COVER OVER THE CROWN
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AM TIMES THE CONTRACTOR SHALL AT THE
HIES
APPROVEDCLEANSAND
ENT RELY FREE OF WATER
UNTIL ALL WORK IS FINISHED
AND READY FOR BACKFIUUNG
UNDISTURBED SOIL
TYPICAL WATER TRENCH
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THE CONTRACTOR SHALL NOTIFY
'DIGSAFE' PRIOR TO ANV EXCAVATION
ANTONIO B. POMERLEAU, LLC
N/F
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— — EXISTING PROJEC OUNDARY 3/4" PE SERVICE PIPE
— — —
ABUTTING PROPERTY LINE
—
BUILDING SETBACK
--------- �'""
EXISTING GROUND CONTOUR
EXISTING TREE LINE
OHW
EXISTING UTILITY POLE AND OVERHEAD WIRE
— — — — — — — S — — — — — —
EXISTING SEWER LINE
— — — — — — — W — — — — — —
EXISTING WATER LINE
�..
PROPOSED WATER LINE
—
PROPOSED SEWER LINE
YY
SOIL BORING- G.W. MEASURED ON 6-=15
PROPOSEDCONTOUR
RICK
MARCOTTE
CENTRAL
SCHOOL
PROJECT
SITE
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APPROXIMATE LOCATION OF EXISTING WATER
J B SEWER SERVICES. WHEN ENCOUNTERED
DURING EXISTING BUILDING DEMOLITION, CUT
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CHANG MING 6 XIANG
YONG JIANG
( N/F
{ RESIDENTIAL
GRAPHIC SCALE
to .o
IN FEET )
t 1-h = 10 ft.
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SIDE YARD SETBACK UNDER CURRENT
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FORM BASED CODE T-3 ZONING DISTRICT
JOHN L. WOLFF, III
N/F
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{ RESIDENTIAL
I
NEW SEWER MANHOLE
RIM ELEV = 316.4
15" INV IN = 306.26
16 INV OUT = 306.26
6.. PVC INV. IN = 306.26
THE CONTRACTOR SHALL VERIFY THE ACTUAL
SIZE AND LOCATION OF THE EXISTING SEWER
MAIN PRIOR TO ORDERING STRUCTURE
EXISTING CURB STOP LOCATION IS
UNKNOWN. CONTRACTOR SHALL
ATTEMPT TO LOCATE CURB STOP,
(CONTACT CITY IF NEEDED), AND
CLOSE CURB STOP AND REMOVE ROD.
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EP 2 8
City OT Sa (: l;; Lo'
LOCATION PLAN
NTS
ZONING SETBACK PLAN
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PLANTING SCHEDITLE
Xep BrManied Nam Common N Rerrwrks
Trees
AF
Acerxfresmanll "Autumn Fanemy'
Fmemen Mnpk
2 I2" adipaA B&B
AR
Aeer rubrnm'Aunrmn Fbme'
Red Maple
21/2'caliper, BBB
AL
Amebxhier laevis 5wwcbad'or Mrgaetk'
Alkgheny Smvkebm
2-.am' m' B&B
BN
Bemb nigra'HenYage'
River Birch
2 In" caliper, 6' dwchkg M1vigh4 akgk ekm, B&B
CC
Cekla aoadenralu Pral-Frldd
Common Hnokbm
2 Vt" o Iip,,, B&B
CO
Cornb almrnff Ib
Pagoda Do
2" celipvr, B&B
HV
Namamef4 v/rginbm
American Wikh-M1me1
2" caliper, B&B
OV
Oanya vlrglnbw
Emkm Bop -I, —I m
21/2^ v Iiper, B&B
QS
Quercur bkobr
S—P Whik Oak
21/2"caliper, B&8
SFrrrka
AM
Aronla meb waarpa Aunmrn Magk'
BWk Chokeberry
18" to 24" heighk 2-gdlw <wkinm
CE
Cephabrahus xsNenm(v
Bae W.h
IS" to 24" height. 2-gallon wnmina
CL
Ckmm aln' lia'Ruby Spke'
Svnet Pappwbunh
11"1v 2d" haighL 2.edlun container
CM
c—. ammnmu.
SJky Dogwood
18" to 20" heiglL 2.g4ba awtaker
IVf
1kr
Wkmrbary(Rmak)
-w26" haigh42-gallwewbkvr
IV.
Jkx ve dbm'lim—dy'
Wk—m (mak)
18"tv 24"hcigh42-gnaw vwmmv
LB
Lirldera bervoln
Nm—SpicabuaM1
18"to 26"heigh42-gellw owkkm
PO
phyeacarpue opu101B Cenkr Glow'
Commw Nmebmk
18" m 241 height, 2-gnllrn awminm
UKAYtt1C SUALE l
( IN FEET )
1 Inch = 10 M
�t
PLUMB TREE TRUNK
d
PLACE ROOT BALL ON
TAMPED LANDSCAPE
PLANTING MIX OR
"{
UNDISTURBED SOIL
2 THICK SHREDDED
HARDWOOD MULCH
MINIMUM OF 3' FROM
TREE TRUNK
LANDSCAPE
PLANTING MIX
(— UNDISTURBEDSOIL
AS SHOWN ON THE PLANS
TREE PLANTING DETAIL
NTS
SHRUB PLANTING DETAIL
I4rs
— — — —
EXISTING PROJECT BOUNDARY
ABUTTING PROPERTY LINE
BUILDING SETBACK
^--------31 F+""
EXISTING GROUND CONTOUR
EXISTING TREE LINE
GHW „^--'-----
EXISTING UTILITY POLE AND OVERHEAD WIRE
--------!a------
EXISTING SEWER LINE
._ ..,..._ — — _�y_ _ _ _ _.._.
EXISTING WATER LINE
—W—
PROPOSED WATER LINE
_,......._..._.....,.....__................................
PROPOSED SEWER LINE
'..._..,__,__
PROPOSED CONTOUR
NEW TREE LINE
SOIL SPECIFICATIONS FOR PLANTING AREAS
1. LANDSCAPE BACKFILL SHALL BE PREMIXED, CONSISTING OF APPROXIMATELY 50%TOPSOIL. 2S% COMPOST, AND 25%
NATIVE SOIL. IN CASES WHERE THE NATIVE SOIL MEETS THE TOPSOIL SPECIFICATION, THE PROPORTIONS OF
NATIVE SOIL MAY BE ADJUSTED UP TO 75%.
2. TOPSOIL SHALL BE OBTAINED FROM NATURALLY WELL DRAINEDSITES WHERE TOPSOILOCCURS ATLEAST4 INCHES
DEEP. TOPSOIL SHALL NOT BE OBTAINED FROM WETLANDS, TOPSOIL SHALL BE LOOSE, FRIABLE. FREE OF ROOTS,
NOXIOUS WEEDS, STONES LARGER THAN 1 INCH, AND OTHER DEBRIS.
3. ALL IMPORTED SOIL SHALL BE REASONABLY FREE FROM ROOTS, HARD CLAY, COARSE GRAVEL. STONES LARGER
THAN TWO INCHES IN ANY DIMENSION. NOXIOUS WEEDS, TALL GRASS, BRUSH, STICKS, STUBBLE, AND ANY
MATERIALS THAT WOULD BE DETRIMENTAL TO HEALTHY VEGETATIVE GROWTH,
4. SO Ti TOPSOIL AND SUBSOIL SHALL HAVE A TEXTURE OF FINE SANDY LOAM PER THE USDA TEXTURAL TRIANGLE
AND CONFORMING TO THE FOLLOWING SPEOMCNPONS:
SIEVE NO. %PASSING
2' 100
10 8P100
40 80-80
Iw saro
100 20 40
200 0i0
2" THICK SHREDDED
HARDWOOD MULCH A
CLAY LESS THAN 10%
MINIMUM OF 2-FROM STEM
PH 5.5 TO 7.0
LANDSCAPE PLANTING MIX
ORGANIC MATTER TOPSOIL: 10-15%. SUBSOIL: LESS THAN 10%
5. COMPOSTSHALL BE FREE OF WEED SEEDS AND COMPLY WITH EPA REQUIREMENTS FOR COMPOST. THE COMPOST
SHALL HAVE A LOOSE AND GRANULAR TEXTURE, ANDSHALL POSSESS NO OBJECTIONIABLF ODORS, AND SHALL NOT
UNDISTURBED SOIL
RESEMBLE THE RAW MATERIAL FROM MACH IT WAS DERIVED. COMPOST SHALL COMPLY WITH TABLE 755.(35A
(PHYSICAL PROPERTIES I EPA COMPOST MATERIAL REQUIREMENTS) OF THE VTRANS STANDARD SPECIFICATIONS
BREAK APART EDGE OF
FOR CONSTRUCTION.
EXCAVATION WITH
S. TO ASSURE THE GROWTH OF TREES, SHRUBS, AM OTHER PLANTS. THE SOIL MUST NOT BE COMPACTED. ANY
SHOVEL AND BLEND
AREAS OF INADVERTENTLY COMPACTED SOIL WILL NEED TO BE DECOMPACTED USING A SUBSOILER, CHISEL PLOW,
LANDSCAPE PLANTING MIX
OR BY EXCAVATION AND REPLACEMENT WITH UNCOMPACTED SOIL. DO NOT DRIVE EQUIPMENT ON THE SOIL AFTER
WITH EXISTING SOIL TO
IT HAS BEEN PLACED OR DECOMPACTED. FINE GRADING AND PLANTING OF SPEGFIED LANDSCAPING MAY BE DONE
PROVIDE SOIL TRANSITION
USING LOW GROUND PRESSURE EQUIPMENT, IF THIS CAN BE ACHIEVED WITHOUT000.PACTION.
PLACE ROOTBALL ON
T. DONOTSTOCKPILESOILOR COMPOST IN WETOR MUDDY CONDITIONS. PROVIDE EROSIONCONTROLTO PREVENT
UNEXCAVATED OR
TRANSPORT OF SEDIMENT OR DUSTAWAY FROM THE STORAGE AREA.
TAMPED SOIL
8. SOILS WITHN THE FULL SPEGFIED DEPTH SHALL HAVE A SUM DENSITY NOT EXCEEDING 159km'. SOILS SHALL
EXHIBIT THE FOLLOWING CONE PENETROMETER REAUNGS:
-SURFACE RESISTANCE -LESS THAN 110 PSI p.T k,,-M
-SUBSURFACE RESISTANCE - LESS THAN 280 PSI (18.3 kg-M
9. SO IL QUALITY AND DEPTH SHALL BE ESTABUSHED TOWARD THE END OF CONSTRDCTON AND, ONCE ESTABLISHED,
SH AUL BE PROTECTED FROM COMPACTION, EROSION. AND OTHER DETRIMENTAL INFUENICES THROUGH THE END
OF CONISTRUCTON.
E 2�
GENERAL CONSTRUCTION NOTES
1, ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE IATESTVERMONTAGENCY OF
TRANSPORTATION STANDARD SPECIFICATIONS FOR CGNSMUCTION ZOOS, THE MANUAL ON UNIFORM TRAFFIC
CONTROL OEVICES(2M3 EDITION), THE SOUTH SURUNGTON PUBLIC WORKS SPECIFICATION REQUIREMENTS
AND THESE PLANS.
2. THE CONTRACTOR SHALL CONTACT ALL UTILITIES BEFORE EXCAVATION TO VERIFY THE LOCATIONOFANY
UNDERGROUND UNES. THE CONTRACTOR SHALL NOTIFY'DIGSAFE" AT 141&&%4 M3 (1JIBBJ3IGSAFE) S THE
CITY OF BURLIN GTON AT (W2)88S5S30 PRIOR TO ANY EXCAVATION.
3. UTIUTES INFORMATION SHOWN HEREON WERE OBTAINED FROM BEST AVAILABLE SOURCES AND MAY OR MY
NOT BE EITHER ACCURATE OR COMPLETE. THE CONTRACTOR SMALL VERIFY THE EXACT LOCATION OF
EXISTING UTIUTIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY UTILITY, PUBLIC OR PRIVATE,
SHOWN OR NOT SHOWN HEREON. THE CONTRACTOR SHALL CONNECT OR RECONNECT ALL UTIUIMS TO THE
NEAREST SOURCE THROUGH COORDINATION WITH UTILITY OWNER.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL EXISTING SURFACES.
SOILS, VEGETATION, PAVEMENT AND STRUCTURES NECESSARY TO CONSTRUCT THIS PROJECT UNLESS
OTHERIMSE NOTED ON THESE PLANS. THE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIAL DEBRIS AND
TRASH FROM THE SITE UPON CONPLETION OF CONSTRUCTION, UNLESS OTHERWISE DIRECTED BY THE
ENGINEER.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT THE DUST CREATED AS A RESULT OF
CONSTRUCTION DOES NOT CREATE A NUISANCE OR A SAFETY HAZARD. WHERE ANDMEN DEEMED
NECESSARY BY THE ENGINEER OR OWNER, THE CONTRACTOR SHALL BE REQUIRED TO WET SECTIONS OF THE
CONSTRUCTION AREA WITH WATER, APPLY CALCIUM CHLORIDE OR SWEEP ASPHALT ROADS WITH A POWER
BROOM AS DUST CONTROL.
S. ANYSURFACES,UNES. OR STRUCTURES WHICH HAVE BEEN DAMAGED BY THE CONTRACTORS OPERATIONS
SHALL BE RESTOREO TO THE CONDITION AT LEAST EQUAL TO THAT IN WHICH THEY WERE FOUND IM.1EOVC'ELV
PRIOR TO THE BEGINNING OF OPERATIONS.
]. CONSTRUCTION OBSERVATION AND CERTIFICATION IS OFTEN REQUIRED ASA CONDITION OF STATE AND LOCAL
PERMITS. IT IS RECOMMENDED THAT COSMWnON OF THE IMPROVEMENTS DETAILEDON THESE PLANS BE
OBSERVED BY LANKXIREUX & DICKDISON CONSULTING ENGINEERS INC. (L&D) TO MM MNE IF THE WORK IS
BEINGPEWO EDINACCORDANCEWITHTHEAPPRWEDPLANSANDSPEgFICATIOS. L&D WAIVESANY
AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS THAT MAY ARISE FROM: FAILURE TO FOLLOW THESE
PLANS AND SPECIFICATIONS AND THE DESIGN INTENT THAT THEY CONEY, ANY CHANGES MADE IN THE PIANS
AND SPECIFICATIONS OR IN THE CONSTRUCMON OF THE PROPOSED IMPROVEMENTS WTNHOI/T UM PRIOR
KNOWLEDGE AND CONSENT, ANDIOR FAILURE TO SCHEDULE OBSERVATION OF THE WORK AND TESTING IN
PROGRESS.
S. FOR ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY A MINIMUM OF ONE-WAY TRAFFIC SHALL BE WINTAINEDAT
ALL TIMES. CONTINUOUS TWO-WAY TRAFFIC WALL BE REQUIRED AT NIGHT, DURING PEAK+IOURS. AND
WHENEVERP0581SLE INGACWALCONSTRUCTIONACMVIMES. TEMPOARVCONSTRUCTIONSIGNSAND
TRAFFIC CONTROL SIGNS SHALL BE ERECTED BY THE CONTRACTOR IN ACCORDANCE WITH STATE AND CITY
STANDARDS.
9. TO ASSURE COMPLIANCE WITH THE PLAN(S), THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS IN
ADVANCE OF STARTING ANY WORK, BEGINNING INSTALLATION OF ANY UDUTIES. BRINGING IN ANY NEW
GRAVEL FOR THE NEW PAVED AREAS. PAVING, AND FINAL INSPECTION.
10. TOPSOIL SHILL BE STOCKPILED, SEEDED. AND MULCHED UNTIL REUSED. SILT FENCE SHALL BE PLACED AND
STAKED CONTINUOUSLY AROUND THE DOWNSLOPE PERIMETER OF THE TOPSOIL PILES.
11. HEALTHY EXISTING TREES AS SHOWN ON THE SITE PLAN TO BE SAVED SHALL BE PROTECTED BV THE
CONTRACTOR.
12. OPEN CUT AREAS SHALL BE MULCHED OUTSIDE OF AG WORK AREAS, AND SILT FENCE SHALL. BE
EMPLOYED TO CONFINE SHEET WASH AND RUNOFF TO THE IMMEDIATE OPEN AREA AS ORDERED BY THE
ENGINEER.
13. AT COMPLETION OF GRADING, SLOPES, DITCHES, AND ALL DISTURBEDAIREAS SHALL BE SMOOTHAND FREE OF
POCKM WITH SUFFICIENT SLOPE TO ENSURE DRAINAGE.
14. ALL FILL SHALL BE PLACED IN S INCH LIFTS AND THOROUGHLY COMPACTED TO %%OF MAXIMUM DENSITY AT
OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM MW STANDARD PROCTOR, UNLESS OTHERWISE
SPECIFIED.
LANDSCAPE SPECIFICATIONS
TREE AND SHRUB PLANTINGS
1. ALLPLAMMATERIALS SHALL CONFORM TOTHE INTERNATIONAL SOCIETY -ARBORICULTURE
PRINCIPALS ANOPRACTICES OF PLANTING TREES AND SHRUBS, ANDTHEMOSTRECENTVERSIONOF
THE AMEMCAN STANDARD FOR NURSERYSTOCK -ANSI ZSB1.
2. CONTRACTOR SHALL STAKE ALL PLANT LOCATIONS AND THE ENGINEER SHALLAPPROVE PRIOR TO
INSTALLATION.
3. CONTRACTOR SHALL PROTECT LANDSCAPE PLANTS AT ALL TIMES FROM SUN AND DRYING WINDS.
PLANTS THATARE TO BE TEMPORARILY STORED ON SITE UNTIL READY FOR INSTALLATION SHALL BE
KEPT SHADED AND PROTECTED WITH SOIL, BARK MULCH OR OTHER ACCEPTABLE MATERIAL AND
REGULARLVWATERED.
4. DURINGINSTALLATIONOFIANDSCAPEPL NTINGS.CONTRACTORSHAUDETERMINEWHEREEXISTING
UNDERGROUND UTILITIES ARE LOCATED TO AVOID INTERFERENCE.
S. STREET TREES TO ARRIVE FROM NURSERY WITH S FEET2 METERS BETWEEN THE FINISHED GRADE AND
THE FIRST TREE BRANCH.
6. DO NOT PRUNE THE TREES OR SHRUBS AT PLANTING. PRUNE ONLY DEADOR CRUSHED ROOTS AND
DEAD OR INJURED BRANCHES.
]. TREES SHALL HAVE A MINIMUM 50%LIVE CROWN RATIO.
S. EACH TREE AND SHRUB MUST BE PLANTED SUCH THAT THE ROOT FLARE AND MAIN ORDER ROOTS ARE
VISIBLE AT THE TOP OF THE ROOT BALL WHERE THE MAIN ORDER ROOTS ARE NOT VISIBLE, EXCESS SCIL
5H4U BE REMOVED TO LOCATE THEM. PLANT TREES AND SHRUBS SO THAT THE MAIN ORDER ROOTS
AREATFINSHEDGRAM.DONOTC ERTHETOPOFTHEROOTBALLWITHSOILORMULCH.
9. EXAMINE ENTIRE TREE AND SHRUB AND REMOVE ALL NURSERY TAGS, TREE WRAP. ROPE. STRING AND
SURVEYOR TAPE PRIOR TO PIANTING TO PREVENT GIROUNG,
10, FORA LL TREESANDSHRUBS:
CUT AND REMOVE WARE MESH BASKET. CUT AND REMOVE ROPE AND BURLAP WRAP FROM TOP W OF
ROOTBALL AFTER PLACEMENT IN PLANTING PIT. LOOSEN REMAINING BURLAP TO ALLOW FOR ROOT
DEVELOPMENT. IF THE TREE OR SHRUB HAS SYNTHETIC OR TREATED BURLAP, REMOVE IT ENTIRELY
AFTER PLACING ROOT BALL IN PUNTING PIT.
11. BREAK APART EDGE OF EXCAVATION WITH SHOVEL AND BLEND PUNT MIX WITH EXISTING SOIL TO
PROVIDE SOIL TRANSITION,
12. TIME PIT AREA SHALL HAVE A MINIMUM DEPTH OW. SHRUB PLANTING PIT SHALL HAVE A 24"MINIMUM
DEPTH. THE TREE PIT AREA SHALL HAVE THE PLANT MIX SPECIIEDBELOW.
13. STAKING REQUIRED ONLY IN SITUATIONS WHERE TREES WILL BE SUBJECTED TO WINDY CONDITIONS AS
DETERMINED BY THE ENGINEER. STAKES SHALL BE REMOVED BY THE CONTRACTOR AT THE ENDOF THE
WARRANTY PERIOD.
14. PLANT MIX SHALL CONSIST OF THE FOLLOWING RATIO: W PART COMPOST. 20 PARTS TOPSOIL PLANT
MIX TO BE TESTED AND APPROVED FOR QUALITY BY ENGINEER PRIOR TO INSTALLATION. THE CORRECT
GRADE OF COMPOST IS AVAILABLE FROM, BUT NOT LIMITED TO, THE FOLLOWING MANUFACTURERS:
INTERVALE COMPOST PRODUCTS, VERMONT NATURAL PRODUCTS AND VERMONT COMPOST COMPANY.
15. FOLLOWING PUNTING, FERTILIZER AND MYCORRHIZAL FUNGI SHALL BE APPUED TO TREES AND SHRUBS.
1S. OGE ALL LANDSCAPE PLANTINGS HAVE BEEN INSTALLED, PLACE A UGHT LAVER OF HEMLOCK OR PINE
BARK MULCH; MAXIMUM OF T TRACK. ON PIANTNG SEW. NO DYED MULCH WALL BE ACCEPTED.
17. WATERAMMEESAND SHRUBS THOROUGHLY ONCE PLANTEDTO PULL SOILSAGAINSTROOTBALLAND
SETTLE AIR POCKETS. ADDITIONAL SOIL MAY BE NEEDED; WATERAGAIN TO ENSURE COMPLETE
COMPACTION. RESET SETTLED PLANTS TO PROPER GRADE AND POSITION. RESTORE ADJACENT
MATERIAL AND REMOVE DEAD MATERIAL. THERE SHALL BE NO WATERING BERM INSTALLEDAROUND
PLANTS.
18 CORRECT WORK AS SOON AS POSSIBLE AFTER DEFICIENCIES BECOME APPARENT ANDWEATHER
PERMITS.
19. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALL LANDSCAPE PLANTINGS AND SHALL INCLUDE
PRUNING, CULTIVATING WEEDW, WATERING, ANDAPPLICATON OF APPROPRIATE IN8ECTIGDES AND
FUNGICIDE SNECESSARYTOMAINTAINPLANTSFREEOFINSECTSANDDISEASEDURINGCONSTRU ON
AND WARRANTY AND UNTIL ACCEPTANCE. CONTRACTOR SHALL WATER ALL PLANTINGS DAILY.
20. ALL LANDSCAPE PLANTS SMALL BE GUARANTEED FOR A PERIOD OF TWO YEARS AFTER PLANTING.
11I2' THICK VTRANS TYPE III
WEARING COURSE
SEE SITE PLAN FOR GIRAgNG
2' THICK VTRANS TYPE II
BASE COURSE
NEW TYPE B CAST-IWPLACE
CONCRETE CURB
ALL JOINTS SHALL
8"TYP.
BE THOROUGHLY
CLEANED AND
SMOOTH SAW CUTEXISTING BIT.
COATED MATH
PAVEMENT PRIOR TO PAVING
EMULSIFIED
ASPHALT PRIOR\
1'-0' THICKNESS OF EXISTING PAVEMENT OR
/TYPE II STOWTOPAVING
/ (VTRANSSPEC.7W.G4A)
INA MINIM UM OF I I2 OF TYPE III
OVER 21I2" OF TYPE II BASE COURSE
i..//i://%\/�/\/�%'C�/•//%`//? SLOPE TO MATCH I"
MIRAFI SWX GEOTEXTILE GRADE OF PAVEMENT
FABRIC OR EQUAL
DENSE GRADED CRUSHED GRAVEL y
(VTRANS SPEC. ]04.065A) WHERE ADJACENT SLOPE
ALLOWS, EXTENDTODAY GHT'
NOTES: SUBBASE TO DAVUGNT
SELECT NATIVE SOIL. GRANULAR BORROW.
1. IN ALL AREAS WHERE UNSTASLEAINSUITABLE SUBGRADE SOILS ARE PRESENT, THE SUBGRAM SHALL ORSANDBORROWINAREASWHEREFILLIS
BE OVER -EXCAVATED TO REMOVE THE UNSUITABLE MATERIAL AND BACKFILLED 4MTH SAND BORROW NEEDED TO REACH SUBGRADE ELEVATION
OR SELECT NATIVE MATERIAL.
2. SUBGRADE SO It. AND NEW CRUSHED GRAVEL SHALL BE ADEQUATELY COMPACTED TO NOT LESS THAN
M%OF THE OPTIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST (ASTM GAS).
3. THE SUBGRADE SHALL SE OBSERVED BY LAMOUREUX & DCKINSON PRIOR TO PLACENENT OF FABRIC
AND GRAVEL. A TRUCK TEST MAY BE REQUIRED IF QUESTIONABLE SOIL IS ENCOUNTERED.
TYPICAL DRIVE & PARKING AREA CROSS SECTION
NTS
I CLASS B CONCRETE
112"RADIUS AT
TAPER
"FINISH � GRADE
IV 8'
TYPICAL TAPERED CURB
NTS
TURF ESTABLISHMENT
ALL DISTURBED AREAS THAT GO NOT HAVE AN IMPERVIOUS SURFACE (PAVEMENT,
SIDEWALKS, ROOFS) SHALL BE STANUZED WITH SEEDING AND MULCHING PRIOR TO
OCTOBER 1. ANY WORK PERFORMED AFTER SEPTEMBER 15 OF EACH YEAR SHALL BE
STABILIZED WITH MULCH OR NETMNG SUFFICIENT TO PREVENT EROSION AND SMALL BE
IMMEDIATELYSEEDEDAIN REMULCHEDASSOONASWEAMIERPERMITSINTHESPRING.
PLACEMENT OF TOPSOIL, AND THE APPLICATION OF SEED, FERTIUZER. LIME (WHERE
APPLICABLE), AND MULCH SHALL BE IN ACCORDANCE WITH THE FOLLOWING:
1. AMINIMUM OF 4' OF APPROVED TOPSOIL SHALL BE PLACED IN ALL AREAS.
PLACENENTOF TOPSOIL SHALL NOT BE DONE WHEN THE GROUNDOR TOPSOIL
IS FROZEN, EXCESSIVELY WET, OR OTHERWISE IN A CONDITION DETRIMENTAL
TO THE WORK. FOLLOWING PLACEMENT OF TOPSOIL, THE SURFACE SHALL BE
RAKED. ALL STONES, LUMPS, ROOTS, OR OTHER OBJECTIONAL MATERIAL SHALL
BE REMOVED.
2. SEED MIXTURES SHAMCONFORMTO THE SEED MIX TABLE$140MONTNS
SHEETAND BE SPREAD UNIFORMLY IN ALL AREAS INDICATED ON THE PUNS AT
THE SPECIFIED RATE. FOR SEEDING BETWEEN SEPTEMBER 1 AND OCTOBER 1,
WINTER RYE SHALL BE OVERSEEDEDAT AN APPUCARON RATE OF lM POUNDS
PER ACRE.
3. FERTILIZERSHALL CONFORMTO THE STANDARWOF THEASSOGADONOF
OFFICIAL AGRICULTURAL CHEMISTS AND BE APPLIED ONLY AFTER PERFORMING
A SOIL TEST AND BE APPUED BASED UPON SOIL DEFICIENCIES. UME SHALL
ONLY BE APPUED AS NEEDED BASED WON A SOIL PH TEST.
4, WITHN 24 HOURS OF APPLICATION OF SEED, FERTIUZER AND UME. THE
SURFACE SHALL BE MULCHED WITH A HAY MULCH. MULCH SHALL BE SPREAD
UNIFORMLY OVER THE AREA AT A MINIMUM RATE OF 2 TONS PERACRE,
5. THECONTRACTORSHALLBERESPONSIBLEFORAFMLGROWTHOFGRABSIN
ALL DISTURBED AREAS TO BE RE -VEGETATED. VEGETATION GROWTH SHALL BE
PERMANENT AND SUFFICIENT TO PREVENT EROSION OF THE UNDER-W SOIL
UNDER ALL CONDITIONS OF PRECIPITATION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR PROTECTING AND CARING FOR SEEDED, MULCHED. AND
AREAS OF ESTABLISHED VEGETATION UNML FINAL ACCEPTANCE OF THE WORK
BY THE OWNER.
URBAN MIX GRASS SEED
LBS, LIVE SEED
%BY WEIGHT
PER ACRE
TypE OF SEED
37.5
45
CREEPING RED FESCUE
31.25
375
KENTUCKY BLUEGRASS
WINTER HARDY. PERENNIAL
3125
37.5
WE
100
120 • LIVE SEED PER ACRE
1/4" RADIUS I� ® 12' RADIUS
I 2V-7
tY T'
PAVEMENT
• CLASS B CONCRETE
END AREA 0.94 S.F.
CONCRETE CURB
NTS
NOTES.
1) CURBINGSI UBECONSMWMDINIOSECTIONSWATHIIWIWME ENSECMONS
2) CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY WANG SHALL BE
CONSTRUCTED OFMATERIALCONFORMINGTOAA WODESIGNATIONW153(V2"SPONGE
RUBBER OR CORK.).
3) ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,500 PSI AT 28 DAYS,
SHALL BE AIR ENTRAINED AT NOT LESS THAN 5%AND NGT MORE THAN ]%, AND SHALL HOVE
MINIMUM 20%FLY ASH CONTENT.
PLACE ROOTBALL ON
UNEXCAVATEOOR
TAMPEDSOIL
3 TIMES THE TOOTBALL
DIAMETER
SHRUB PLANTING DETAIL
S
TREE PLANTING DETAIL
NTS
YTHICI(MULCHAMINIMUM OF
Y FROM
STEM
REMOVE BURLAP FROM TOP 2lJ OF
ROOT6Y1. AFTER PLACEMENTIN
PLANTING NTT, LOOSEN REMASS' O
BURLAP TO ALLOW FOR ROOT
DEVFLOPMENT
BRENLAPART EDGE OF EXCAVATION
WITH SHOVEL AND BLEND PLANT WX
WITH EXISTING SOIL TO PROVIDE SOIL
TRANSITION
PLUMB TREE TRUNK
Y THICK MULCH A MINIMUM OF
T FROM TREE TRUNK
PLACE ROOT BALL ON
TAMPED PLANT MIX OR
UNDISTURBED SOIL
TREE IT
UNDISTURSEDSOIL
EXISTING
BIT. PAVING
ON ONE OR
BOTH SIDES
THICKNESS OF EXISTING GRAVEL
EXITING1(� OR 1S- MINIMUMDENSEGRADED
GRAVEL CASE ! ICRUSHED STONE PER VT. STATE _
IISPEC.
11I IIIF
o �1 lip
TRENCH
EXCAVATION
REPLACEMENT of EXISTING BITUMINOUS PAVEMENT
Ts
WIDTH OF c
ROADWAY
SB' MIN. - PUBLIC
Rrd.T1--T
NOTES PLAN
1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WALL PREVENT TRACKING OF
SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR ANDIOR CLEANOUTOF ANY MEASURES
USED TO TRAP SEDIMENT, ALL SEDIMENT TRACKED, SPILLED, OR WASHED ONTO PUBLIC
RIGHTS -OF -WAY SHALL BE REMOVED IMMEDIATELY BY THE CONTACTOR.
2. THE USE OF CALCIUM CHLORIDE OR WATER MAY BE NECESSARY TO CONTROL DUST DURING THE
SUMMER.
3. PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC
RIGHT-0E-WAY.
STABILIZED CONSTRUCTION EXIT
NTS
L rt
.Q1\�\IIJ�'\\A\�1/✓/U\\A\�G.I�j\VI\lI�II�\�11//pT�%,
GRADATION REQUIREMENTS
SIEVE
PERCENT(%)
MATERIAL
SIZE
PASSING
SAND CUSHION -VT SPEC]GW
Y
100%
11TY
50.100%
1/Y
MINI%
IN
SO-100%
N100
0.20%
•2M
G.8%
CRUSHEDGRAVELFORSUBBASE
2"
IGO%
VT SPEC ]01.M FINE
1 1I?
90.1GG%
%4
00 SO %
P100
D12%
12.
0.8 %
DENSE GRADED CRUSHED STONE
31I2"
100%
VT SPEC ]04.06
3'
BO-100%
2-
T5-1G0%
'
50A0%
2'
33-
"1
15-40%
I2.
GS %
FINISH GRADE
SANITARY & STORM SPECIFICATIONS "' """ "'" """ """"""""""'"""'" FINISH GRADE
BACKFlLLWITH APPROVED w
EXCAVATED MATERIAL 0 cc rm 1) SANITARY AND STORM SEWER PIPES SHALL BE OF THE SIZE AND TYPE INDICATED ON THE PROVIDE WATERTIGHT BRASS OR CAST IRON CAP
TIDROY COMPACTED PLANS. PVC PIPE SHALL BE SDR 35 CONFORMING TO ASTM D30B4, ASTM O3212. AND ASTM
INS• LI LDUGNUNDISTURBED SOIL I FdTT. CORRUGATED METAL PIPE SHALL CONFORM TO AASNTO M-ISD FOR ACCOMP PIPE AND
AASHTO M246 TYPE BFOR POLYMERIC COATED STEEL PIPE, CORRUGATED POLYETHYLENE
pg PIPE SHA L CONFORM TO AASHTO M21M. TYPE S(SMOOTH UN£q.
TIE SIDE IN DEPTH
ENTERFT. y p�R.
OR MORE M DEPTH ENTERED �y AS NOTED
?) ALL NEW GMVITY SANTARY SEVER MAINS SHALL BE LEAK TESTED BY A LOW PRESSURE AIR
BY PERSONNEL SHALL BE IF COVER IS LESS THAN 51?, ON PLANS
ANGLE OF R SLOPED TO THE PLACE P THICK S SLIMED i� ��/�� TEST AND OEFlECT1 EXFILTESTED I T LOW PRESSURE AIRIEST WALLBE USED TO SIMDAIE
ANGLE OF REPOSE FOR BURIAL
IAL OVER
S PIPE. LE 'o•� y' TESTIINFILTMTION OR CONDUCTED UNDER
ORWTOFALL GRAVITY10NOFT EENGINYSEWERS.ALL
- - - - - - - - - - - - - - FOR BINAL OVER PIPE. " .yTw x.Hc xonn SHAU. BE IL PERFORMED
MEDIN ACCTED RDNCE WITH ERVIASTMSIONOF THE ENDIMUM ALL TESTING
SHALL BE PERFORMED IN ACCORDANCE WITH ASTM UL BE 1.. THE MINIMUM ALLOWED TIME
FORA PRESSURE E FIN FROM 3.5 PSI TO BE PSIS WILL BE 1.2 MINUTES PER THE
FEET OF S CAP
12 DIAMETER
\ 1An�� SEWER. AFTER FERFORNAL BNOKFILL HAS BEENINPIACEFL LEAST SO DAY S,TRCENT ECTON
DIAMETER OF PIPE) TIE.1Ip1 InK TESTMAY BEPERFORMED N PIPE SHALLE MC O DEFLECTION OF FIVE PERCENT (5%),IF
APPROVED ROCK FREE S. Ab THE DEFLECTION TESTIS RUN USING A PoGIO BALL OR MANDREL. IT SH4LL SHALL HAVE A
BACKFILL COMPACTED IN 6' \, \ DIAMETER EQUAL TO 95%OF THE INSIDE DIAMETER OF THE NPE.TIE TEST SHALL SE FLOW LIFTS (NO STONES URGER TILE CONTRACTOR SHALL ATALL PERFORMED WITHOUT MECHANICAL PUWNG DEVICES. ALL MANHOLE AND NPEUNE
THAN I Im DIAMETEHp TIMES KEEP THE TRENCHES MATERIALS, METHODS AND TESTING SHALL BE IN ACCORDANCE WITH CITY AND STATE INN. ELEV. PONT
__- ENTIRELYFREEOF WDAND BL STANDARDS AND THESE SANITARY SEWER SERVICE CONNECTION PLANS.
ALL ( IS FI WOBNS WATER
go READY FOR BACKFlWNG NTS
GIB' CRUSHED DETAIL OF SANITARY SEWER CLEANOUT
STONE BEDDING T � Nl5
D+2 FEET
UNDISTURBEDSOIL
TYPICAL SANITARY & STORM SEWER TRENCH
NTS
GROUT FRAM£
TO RISER
A.S.T.M. C4I5
f MIN. 1 OF CONCRETE
PRECAST
REINFORCED DOW
WITH TWO III
COATS OF
MAN FDLEC EAND
WATERPROOF
RISER
SEALANT
COPOLYMER
POLYPROPYLENE
PLASTIC RUNGS WITH
12• GRADE W STEEL
REINFORCEMENT OR
EQUAL. 12' O.C. MAX.
S'O.C. MIN.
- ---
O RING RUBBER GASKET IN
g.
ACCORDANCE MATH A.S.T.M.
40• Cd AND A.S.T.M.0 OR
BMI-ROPE
S.D. IRELANDPRECAST
WELDED STEEL
WIRE FABRIC
AN"CLE R
MANN EQ
APPROVED EQWL
AL
CLASS B CONCRETE
CAST IN PLACE
SHELF
—R(TYUBBER
— PIPES)
�'�11111
1'
PRECAST
TO 1 1Q• CRLGNED
MONOLIMC
M Q S• O.C. STONE BEDDING,
CONCRETE BASE MIN,
EACH WAY EXTEND BEDDING TO
T HEIGHT.
LIMITS OF EXCAVATION.
PRECAST SEWER MANHOLE DETAIL
NTS
NEW 1S SDR35 SANITARY SEWER
WATERTIGHT 0.EXIBLE
BOOT TYPE GONECIOR
ATALL PIPES
YD" RADIUS
DOUBLE BELLCOUPLING H AND SHELF NEW—DR.
(MIN.)
FLKITINPLACE
(USE ONLY ONE COUPLING)
SEWER
6"SERVICE
3'O•
---
MAX
�
EXISTING 1S PVC
SANITARY SEVER
GIS11N.
TROUGH SLOPE TO
MATCH
/ /' SLOPE -STING PIPE
DURING MANHOLE INSTALLATION, THE CONTRACTOR SHALL PREVENT
SEWAGE FROM ENTERING THE EXCAVATED AREA FROM THE UPGRADIENT
NSWM'SDR36PVCPIPEINVERTIN.
PIPINGBY PROVIDINDTEMPO RYBYPASSPIPING.TEMPORARYPLUGGND
PROVIDETROU13HTOTRANSITIONFROMNEWS•
AND PUAPING,OR OTHER APPROVED METHODS, THE CONTRACTOR SHILL
INSURE THAT UNNTERRUPTED SERACE IS-1—NED, AND THAT SEWAGE
PIPE TO MAIN 1R011(HH
DOES NOT BACK UP INTO EXISTING BMLDN3S.
NEW SEWER MANHOLE INSTALLATION DETAIL
MANHOLE CHANNEL
NTS
322
320
318
-
--_- _. _ _. _
--- - --
_— —_ _____.
__.
NEW SANITARY32.
322
_.
FINISH GRADE --
314
312
310
308
304
DATUM ELEV
- _
_ _ _ _ _ — — _ — — -
_. _
_ _ _
_.
_._. __
_ _ _ _ _ _ _
- -
_ __ - _.
316
314
312
310
308
EXISTING GROUND
-.
-- _
LF NEW a"SCR 35 PVC
4 SERVICE
306
UNIT I SERVICE
UNIT 2 SERVICE UNIT 3 SERVICE
_205
_ UNIT
304
302
__.. -__
100-00
11-00
SANITARY SEWER SERVICE PROFILE
V =1G VERT. AND HORIZ.
12+00
I " 2
SEP 2 8 2015
City of So. Burlington
LEG
EXISTING GROUND CONTOUR
EXISTING TREE LINE
OHW
EXISTING UTILITY POLE AND OVERHEAD WIRE
— — — — — — — S — — — — — —
EXISTING SEWER LINE
— — — — — — — W — — — — — —
EXISTING WATER LINE
PROPOSED WATER LINE
�8
PROPOSED SEWER LINE
SOIL BORING -G.W. MEASURED ON B- -15
1
PROPOSEDCONTOUR
RICK
MARCOTTE
CENTRAL
SCHOOL
PROJECT)
SITE
N
W E
S
LOCATION PLAN
NT3
GRAPHIC SCALE
to o I loa
IN FEET )
I ich= 10 IL
CURREN T
r SIDE YARD SETBACK
UNDER
1 I RESIDENTIAL 1201STRICT
I
I COMMERCIAL
� I
;ID
;Iz
I
pml�
FRONT YARD S
COMMERCIAL 1 I
REAR YARD SETBACK
ylz
N �'
UNDER PROPOSED
z
FORM -BASED CODE
m�
T-3 DISTRICT
• 13
//%�
SIDE YARD SETBACK UNDER PROPOSED
FORM -BASED CODE T-3 DISTRICT
)I
R CURRENT II I
12 DISTRICT
FRONT YARD SETBACK
UNDER PROPOSED
I FORM -BASED CODE
T-3 DISTRICT
— SIDE YARD UNDER PROPOSED
AD K
ED CODE
T-3 DISTRICT
%
1//% I
SITE LAYOUT IS BASED ON POSSIBLE NEW ZONING
FORM BASED CODE T-3 ZONING DISTRICT
ZONING SETBACK PLAN
)LFF, III
TIAL
N YUN POON
NIF
SIDENTIAL
JERIFY THE ACTUAL
E EXISTING SEWER
STRUCTURE
.00ATION IS
OR SHALL
:URB STOP,
DED), AND
D REMOVE ROD.
RECFIVED
City Of So. Burlington
SONRISE
PARTNERSHIP, LLP
NIF
RESIDENTIAL
IN
PLANTING SCHEDULE
Key Raaaical Name Common N Remarks
Trees
AF
A.era jrcemaw "Autumn Fanmry'
Fmcmm Mnpk
2112" u14ry B&B
AR
Ater rubrum'AUMmn Fbme'
Red M,k
21/ ".Fryer, B&B
AL
Amslarlchkr (aevis Sao I-d'or OfaJ.b.'
Alk&, S—w.bm
BN
BeMla nigrn Nernag
Riv. Birch
2 V2 ..1i a 6-bmn.hmg height amgk aka, R&B
CC
Celae..cld.malh ' - Pxde
C.mmm Fla.
2112".ah-,B&B
CO
Cnrnis.11— h.
Pegada Dogwood
z"..lip., B&B
HV
Flamnmehs vlrginiann
Ametiean Witeh-0—i
2".el1p.,R&B
OV
Denya vbginmm
Butem FbPhombesm
21/2".etiper, B&B
QB
Qusrcua bkobr
Swamp Whim Oak
21R^.elipen B&B
Skraks
AM
A —memo. ..... .nMmn Magk'
Ble.k Chokeb—
13" W 24^ height bgagw conmin.
CE
Cepha4mMlu a.Nenmlb
B.—n
18"to 24"heigh42-g.Ow.00leinm
<'1.
('IeM+n-01M'Ruby sp.,
Sweet Peppetbuah
Ie^to 24"height 2-g.11an eonl.i..r
CM
Cornlu ammommn
My Dogwood
I8" w 24" height, 2- 11. contain.
TVF
Jle.. wxicillam'Afrerglow'
Winkrberry(km.k)
IS- to 24'heigh42-Mellon aontem.
Nm
)ks wxkillom V-DaMy'
Wktaherry (male)
IS'W24"height 2-ga11.n.onmk.
LB
LlndembemoM
Norlhem Spkebuah
Ig"b24^haigh42-eellun.onkinm
Po
Phyaaaryur oyulljolMe'Cenmr Glow'
.n Nmnb.k
18"4+24"M1ci 2-g.Ilm.onMiner
GRAPHIC 5;CALE t
lo
a
( IN FEET )
1 Lacb = 10 fL
TREE PR
IMES THE BALL DIAMETER OR
AS SHOWN ON THE PLANS
TREE PLANTING DETAIL
NTS
PLUMB TREE TRUNK
PLACE ROOT BALL ON
TAMPED LANDSCAPE
PLANTING MIX OR
UNDISTURBED SOIL
2' THICK SHREDDED
HARDWOOD MULCH A
MINIMUM OF 3- FROM
TREE TRUNK
LANDSCAPE
PLANTING MIX
UNDISTURBED SOIL
SHRUB PLANTING DETAIL
NIS
LEGEND
EXISTING PROJECT BOUNDARY
— — —
ABUTTING PROPERTY LINE
—
BUILDING SETBACK
-----..—"'316 ""`
EXISTING GROUND CONTOUR
EXISTING TREE LINE
CHW ---'�
EXISTING UTILITY POLE AND OVERHEAD WIRE
-----------$---------
EXISTING SEWER LINE
---------W---------
EXISTING WATER LINE
------------W---------_—
PROPOSED WATER LINE
- 7 -
PROPOSED SEWER LINE
PROPOSED CONTOUR
NEW TREE LINE
SOIL SPECIFICATIONS FOR PLANTING AREAS
1. LANDSCAPE SACWILL SHALL BE PREMIXED, CONSISTING OF APPROXIMATELY S TOPSOIL, 25% COMPOST, AND 25%
NATIVE SOIL. IN CASES WHERE THE NATIVE SOIL MEETS THE TOPSOIL SPECIFICATION, THE PROPORTIONS OF
NATIVE SOIL MAY BE ADJUSTED lA TO T5%.
2. TOPSOIL SHALL BE OBTAINED FROM NATURALLY WELL DRAINED SITES WHERE TOPSOIL OCCURS AT LEAST 4 INCHES
DEEP, OPSOIL SHALL NOT BE OBTAINED FROM WETLANDS. TOPSOIL SHALL BE LOOSE, FRIABLE. FREE OF ROOTS,
NOXIOUS WEEDS, STONES URGER THAN 1 INCH, AM OTHER DEBRIS.
3. ALL IMPORTED SOIL SHALL BE REASONABLY FREE FROM ROOTS, HARD CLAY, COARSE GRAVEL, STONES LARGER
THAN TWO INCHES IN ANY DIMENSION, NOXIOUS WEEDS, TALL GRASS, BRUSH, STICKS, STUBBLE, AND ANY
MATERIALSTHATWWLDBEDETRIM WALTOHEALTHYVEGETATIVEGROWTH.
4. BOTH TOPSOIL AND SUBSOIL SHALL WAVE A TEXTURE OF FINE SANDY LOAM PER THE USDA TEXTURAL TRIANGLE
AND CONFORMING TO THE FOLLOWINO SPEGFICATIONS:
SIEVE NO. %PASSING
r too
10 -1.
a0 SO-90
60 50 TO
00 20J
200 0-00
T THICK SHREDDED
HARDWOOD MULCH A
CLAY LESS THAN IO%
MINIMUM OF 2' FROM STEM
2'FROM
PH5.5 TO
LANDSCAPE PLANTING MIX
ORGANIC MATTER TOPSOIL: 10-15%, SUBSOIL: LESS THAN 10%
5. COMPOSTSHALL BE FREE OF WEEOSEEDS ANDCOMPLY WITH EPA REQUIREMENTS FOR COMPOST, THECOMPOST
UNDISTURBED SOIL
SHALL HAVE A LOOSE AND GRANULAR TEXTURE, AND SHALL POSSESS NO OBJECTIONABLE ODORS, ANDSHALL NOT
RESEMBLE THE RAW MATERIAL FROM WHICH IT WAS DERIVED. COMPOST SHALL COMPLY MATH TABLE i%.OSA
(PHYSICAL PROPERTIES I EPA COMPOST MATERIAL REOUI REMENTS) OF THE VTRANS STANDARD SPECIFICATIONS
BREAK APART EDGE OF
FOR CONSTRUCTION.
EXCAVATION WITH
SHOVELAND BLEND
6. TO ASSURE THE OROWTH OF TREES, SHRUBS, AND OTHER PLANTS, THE SOIL MUST NOT BE COMPACTED. ANY
LANDSCAPE PLANTING MIX
AREASOFINADVERTE YC WACTEDSOILWT MEOTOSEDEMMPACTEDUSIMASUBSOILER,CHISELPLOW,
ORBYEXCAVATION AND REPLACEMENT WITH UWOMPACTED SOIL. DO NOT DRIVE EQUIPMENT ON THE SOILAFTER
WITH EXITING SOIL TO
IT HAS BEEN PIACED OR DECOMPACTED. FIFE GRADING AND PLANTING OF SPECIFIED UNDSCAPIM MAY BE DONE
PROVIDE SOIL TRANSITION
USING LOW GROUND PRESSURE EQUIPMENT, IF THIS CAN BE ACHIEVED WITHOUT COMPACTION.
PLACE ROOTBALL ON
T. DONOTSTOCKPILESOILOR COMPMTINWETORMMYMNDITIONS.MOVIDEEROSIONCOIJTROLTOPREVEW
UNEXCAVATED OR
TRANSMRT � SEMW W OR W TAWAY FROM THE STgWGE AREA.
TAMPED SOIL
8. SGLS WITHIN THE FULL SPECIFIED DEPTH SHALL HAVE A BUUt DENSITY NOT EXCEEDING 1.5 &W, SOILS SHALL
EXHIBIT THE FOLLOWINO CONE PENETROMETER READINGS:
-SURFACE RESISTA WE - LESS THAN 110 PSI (/.T kgtl .M
-SUBSURFACE RESISTANCE - LESS THAN 2W PSI (18.3 kglcm�
S. SO IL QUALITY AND DEPTH SHALL BE ESTABUSHED TOWARD THE END OF CONSTRUCTION AND. OWE ESTABLISHED.
SHALL BE PROTECTED FROM COMPACTION, EROSION, AND OTHER DETRIMENTAL INFLUENCES THROUGH THE END
OF CONSTRUCTION.
1 �.
SEP28215
City of So. Burlington
GENERAL CONSTRUCTION NOTES
1. ALL NARK AMID MATERIALS SHILL BE IN ACCORDANCE WITH THE LATESTVERMONTAGENCY OF
TRANSPORTATION STANDARD SPEGFICATONS FOR CONSTRUCTION 2006. THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICESR003 EDITION, WE SOUTH BURLINGTON PUBLIC WORKS SPECIFICATION REQUIREMENTS
AND THESE PLANS.
2. THE CONTRACTOR SHALL CONTACTAL UTILITIES BEFORE EXCAVATION TOVERIFY THE LDCATONOFANY
UNDERGROUND LINES. THE CONTRACTOR SHALL NOTIFY'DIGSAFE' AT 1d6634 MO (IDIGSAFE)8 THE
CITY OF BURLINGTON AT (832)66SSM) PRIOR TO ANY EXCAVATION.
3. UTUMES INFORMATION SHOWN HEREON WERE OBTAINED FROM BEST AVAILABLE SOURCES AND MAY OR MAY
NOT BE EITHER ACCURATE OR COMPLETE. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF
EXISTING U LIMES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY UTILITY, PUBUC OR PRIVATE.
SHOWN OR NOT SHOWN HEREON. THE CONTRACTOR SHALL CONNECT OR RECONNECT ALL UTILITIES TO THE
NEAREST SOURCE THROUGH COORDINATION NTH UTILITY OWNER.
4, THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL EXISTWSURFACES.
SOILS, VEGETATION, PAVEMENT AND STRUCTURES NECESSARY TO CONSTRUCT THIS PROJECT UNLESS
OTHERWISE NOTED ON THESE PUNS. THE CONTRACTOR SHILL REMOVE ALL EXCESS MATERIAL, DEBRIS AND
TRASH FROM THE SITE UPON COMPLETION OF CONSTRUCTION UNLESS OTHERWISE DIRECTED BY THE
ENGINEER.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT THE DUSTCREATEDAS A RESULT OF
CONSTRUCTION DOES NOT CREATE A NUISANCE OR A SAFETY HAZARD. WHERE AND WHEN DEEMED
NECESSARY BY THE ENGINEER OR OWNER, THE CONTRACTOR SHALL BE REQUIRED TO WET SECTIONS OF THE
CONSTRUCTION AREA WITH WATER, APPLY CALCIUM CHLORIDE OR SWEEP ASPHALT ROADS MATH A POWER
BROOM AS DUST CONTROL.
8. ANY SURFACES, UNES, OR STRUCTURES WHICH WIVE BEEN DAMAGED BY THE CONTRACTORS OP RATIONS
SHALL BE RESTORED TO THE CONDITION AT LEAST EQUAL TO THAT IN WHICH THEY WERE FOUND IMMEDIATELY
PRIOR TO THE BEGINNING OF OPERATIONS.
T. CONSTRUCTION OBSERVATION AND CERTIFICATION]$OFTEN REQUIRED ASA CONDITION OF STATE AND LOCAL
PERMTS. IT IS RECOMMENDED THAT CONSTRUCTION OF THE IMPROVEMENTS DETALEDON THESE PLANS BE
OBSERVED BY UMOUREUX M UCKINSON CONSULTING ENGINEERS INC. (LSD) TO DETERMINE IF THE WORK IS
BEING PERFORMEDINACCORDANCE WITH THE APPROVEOPLANS AND SPECIFICATIONS. L&D WAIVESANY
AND ALL RESPONSIBILITY AND UABILITY FOR PROBLEMS THAT MAY ARISE FROM: FAILURE TO FOLOW THESE
PLANS AND SPECIFICATIONS AND THE DESIGN INTENT THAT THEY CONVEY, ANY CHANGES MADE IN THE PLANS
AND SPECIFICATIONS OR IN THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS WITHOUT LSM PRIOR
KNOWWEDGE AND CONSENT, ANDIOR FAILURE TO SCHEDULE OBSERVATION OF THE WORK AND TESTING IN
PROGRESS.
8. FORAW WORK WITMN THE PUBUC RIGHT-OF-WAY A MNMUMOF ONE-WAY TRAFFICSHALLBE MAINTAINEOAT
ALL TIMES. CONTINUOUS TWO-WAY TRAFFIC WILL BE REQUIREDAT NIGHT, DURING PEAKHOURS, AND
WHENEVERPOSSIBLEDURINWACTMLCONSTRUCTIONACTIVITES. TEMPORARY CONSTRUCTION SIGNS ANp
TRP,FFIC CONTROL SIGNS SHALL BE ERECTED BY THE CONTRACTOR IN ACCORDANCE 1MTH STATE AN OCITY
STANDARDS,
9. TO ASSURE COMPLIANCE WITH THE PLAN(S), THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS IN
ADVANCEOFSTARTINGAWWORK, BEGINNING INSTALATIONOFANY UTILITIES, BRINGING INANY NEW
GRAVEL FOR THE NEW PAVED AREAS, PAVING, AND FINAL INSPECTION.
10. TOPSOIL SHALL BE STOCKPILED, SEEDED, AND MULCHED UNTIL REUSED. SILT PENCE SHALL BE PLACED AND
STAKED CONTINUOUSLY AROUND THE DOWNSLOPE PERIMETER OF THE TOPSOIL MILES.
11. HULTHY EXISTING TREES AS SHOWN ON THE SITE PLAN TO BE SAVED SHALL BE PROTECTED BY THE
CONTRACTOR.
12. OPEN CUT AREAS SHALL BE MULCHED OUTSIDE OF ACTUAL WORK AREAS, AND SILT FENCE SHALL BE
EMPIOYEDTO CONFINE SHEET WASH AND RUNOFF TO THE IMMEDIATE OPEN AREA AS ORDERED BY THE
ENGINEER.
13, AT COMPLETION OF GRADING,SLOPES,DITCHES, AND ALL DISTURBED AREAS SHALL BE SMOOTH AND FREE OF
POCKETS WITH SUFFICIENT SLOPE TO ENSURE DRAINAGE.
14. ALL FILL SH U BE PLACED IN B INCH UFTS AND WOROWHLY COMPACTED TO W%OF IMAM OENSIW AT
OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM MNS STANDARD PROCTOR, UNLESS OTHERWISE
SPECIFIED,
LANDSCAPE SPECIFICATIONS
TREE AND SHRUB PLANTINGS
1. ALL PLANT MATERIALS SHALL CONFORM TO THE INTERNATIONAL SOCIETY OF ARBORICULTURE
PRINCIPALS ANDPRACTICES OFPUNTING TREES AND SHRUBS, ANDTHEMOSTRECENTVERSIONOF
THE AMEN STANDARD FOR NURSERYSTOCK-ANSIZW1.
2. CONTRACTOR SHALL STAKE ALL PLANT LOCATIONS AND THE ENGINEER SHALL APPROVE PRIOR TO
INSTALLATION.
3. CONTRACTOR SHALL PROTECT IANDSCAPE PLANTS AT ALL TMES FROM SUN AND DRYING WINDS.
PLANTS THATARE TO 8E TEMPORARILY STORED ON SITE UNTIL READY FOR INSTAUATON SHALL BE
KEPT SHADED AND PROTECTED WITH SOIL. BARK MULCH OR OTHER ACCEPTABLE MATERIALAND
REGULARLY WATERED.
4. DURING INSTALLATION OF LANDSCAPE PLANTINGS, CONTRACTOR SHALL DETERMINE MERE EXISTING
UNDERGROUND UTUTES ARE LOCATED TO AVOID INTERFERENCE.
5, STREET TREES TO ARRIVE FROM NURSERY WITH 6 FEEM METERS BETWEEN WE FINISHED GRADE AND
THE FIRST TREE BRANCH.
6, DO NOT PRUNE THE TREES OR SHRUBS AT PUNTING. PRUNE ONLY DEAD OR CRUSHED ROOTS AND
DEAD OR INJURED BRANCHES.
T. TREES SHALL HAVE A MINIMUM SO% LIVE CROWN RATIO.
B. EACH TREE AND SHRUB MUST BE PUNTED SUCH THAT THE ROOT FURE AND MAIN ORDER ROOTS ARE
VISIBLE AT THE TOP OF THE ROOT BALL. MERE THE MAIN ORDER ROOTS ARE NOT VISIBLE, EXCESS SOIL
SHALL BE REMOVED TO LOCATE THEM. PUNTTREES AND SHRUBS SO THAT THE MAIN ORDER ROOTS
ARE AT FINISHED GRADE. GO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL OR MULCH.
9. E%AMINE ENTIRE TREE AND SHRUB AND REMOVE AL NURSERY TAGS, TREE WRAP. ROPE,STRING AND
SURVEYOR TAPE PRIOR TO PUNTING TO PREVENT GIRDLING.
10. FORA TREES AND SHRUBS:
CUT AND REMOVE WIRE MESH BASKET. CUT AND REMOVE ROPE AND BURLAP WRAP FROM TOP N30F
ROOTBAL AFTER PLACEMENT IN PUNTING PIT. LOOSEN REMAINING BURLAP TO ALLOW FOR ROOT
DEVELOPMENT. IF THE TREE OR SHRUB HAS SYNTHETIC OR TREATED BURLAP, REMOVE IT ENTIRELY
AFTER PLACING ROOT BALL IN PUNTING PIT.
11. BREAK APART EDGE OF EXCAVATION WITH SHOVEL AND BLEND PUNT MIX NTH EXISTING SOIL TO
PROVIDE SOIL TRANSITION,
12. TREE PIT AREA SHALL HAVE A MINIMUM DEPTH OF W. SHRUB PUNTING PIT SHALL HAVE A 24' MINIMUM
DEPTH. THE TREE PIT AREA SHALL HAVE THE PUNT MIX SPECIFIEDBELM..
IS. STAKIWMQUIREDONLYINSITUATIONSWHERETREESMI BESUWECMDTONANDYCON MONSAS
DETERMINED BY THE ENGINEER. STAKES SHALL SE REMOVED BY THE CONTRACTOR AT THE ENDOF THE
WARRANTY PERIOD.
14. PUNT MIX SHALL CONSIST OF THE FOLLOWING RATIO: WPART COMPOST, 213 PARTS TOPSOIL. PUNT
MIX TO BE TESTED AND APPROVED FOR QUALITY BY ENGINEER PRIOR TO INSTAU-ATON. THE CORRECT
GRADE OF COMPOST IS AVAILABLE FROM, BUT NOT UMITED TO, THE FOLLOWNG MANUFACTURERS:
INTERVAUE COMPOST PRODUCTS, VERMONT NATURAL PRODUCTS AND VERMONT COMPOST COMPANY.
15. FOLLOWING PUNTING, FERTI UZER AND MYCORRHIZAL FUNGI SHALL BE APPLIED TO TREES AND SHRUBS.
16, OWEALLUNDSCAPE PLANTINGS HAVE BEEN INSTALLED, PUCE A UGHT DYER OF HEMLOCKOR PINE
BARK MUCH; MAXIMUM OF Y THICK, ON PUNTING BEDS. NO DYED MULCH WILL BE ACCEPTED.
17. WATERALLTREESAND SHRUBS THOROUGHLY ONCE PUNTED TO PULL SOILS AGAINST ROOT BALL AND
SETTLE AIR POCKETS. ADDITIONAL SOIL MAY BE NEEDED; WATER AGAIN TO ENSURE COMPLETE
COMPACTION. RESET SETTLED PUNTS TO PROPER GRADE AND POSITION. RESTORE ADJACENT
MATERIAL AND REMOVE DEAD MATERIAL. THERE SHALL BE NO WATERING BERM INSTALLED AROUND
PUNTS.
18. CORRECT WORK AS SOON AS POSSIBLE AFTER DEFICIENCIES BECOME APPARENT AND WEATHER
PERMITS,
19, CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALL LANDSCAPE PLANTINGS AND SHALL INCLUDE
PRUNING, CULTIVATING, WEEDING, WATERING, ANDAPPUCATION OF APPROPRIATE INSECTICIDES AND
FUNGICIDES NECESSARY TO MAINTAIN PLANTS FREE OF INSECTS AND DISEASE WRING CONSTRUCTION
AND WARRANTY AND UNTIL ACCEPTANCE. CONTRACTOR SHALL WATER ALL PUI4TINGS DAILY.
20. ALL LANDSCAPE PUNTS SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS AFTER PUNTING.
11IT TICK VTRAN6 TYPE III
THG
NEW TYPE B CAST-INPLICE
WEA1117 CICK=E
CONCRETE CURB
ALL JOINTS SHALL
BE THOROUGHLY
8' TYP.
CLEANEDAND
T WICK VTRANS TYPE II -1
COATED WITH
BASE COURSE
EMULSIFIED \
ASPHALT PRIOR
I
TYPE II STONE
O PAVING
(VTRANS SPEC. TB.04A)
� SLOPE TO 0.FINISH
MIRAFI 500X GEOTEXTIDE LE
FABRICOREQUAL GRAM OFF PAVEMENT
DENSE GRADED CRUSHED GRAVEL
(VTRANS SPEC. TN.06SA)
2 WHERE ADJACENT SLOPE
ALLOWS, EXTEND GRAVEL
NOTES:
SUBBASE TO DAYLIGHT
SELECT NATIVE SOIL, GRANULAR BORROW,
1. B A VEMX ViAT E UO REMOVE
SUITHE
BE T REMOVE THE UNSUITABLE MATERIAL AND BACKFILLED WITH SAND BORROW
SUI SUBGRADE SdLS ARE PREFILUED TH SAND BORROW
CATIVE
ORSANNEEDED BOR REACH
NEEDED TO REACH SWBGMOE ELEVATION
SLEREA DE ELEVATION
SELECT M E
OR SELECT NATIVE MATERIAL.
2. SUB MIX SOIL AND NEW CRUSHED GRAVEL SHALL BE ADEQUATELY COMPACTED TO NOT LESS THAN
95%OF THE OPTIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST (ASTM OM8).
3. THE SUBGRADE SHALL BE OBSERVED BY LAMOUREUX 8 DICKINSON PRIOR TO PLACEMENT OF FABRIC
AND GRAVEL. A TRUCK TEST MAY BE REQUIRED IF QUESTIONABLE SOIL IS ENCOUNTERED.
TYPICAL DRIVE & PARKING AREA CROSS SECTION
NTS
CLASS B CONCRETE
12'RAdIS A T
TAPER
FINSH � GRADE
IT IS.
TYPICAL TAPERED CURB
NTS
F ESTABLISHMENT
ALL DISTURBED AREAS THAT DO NOT HAVE AN IMPERVIOUS SURFACE (PAVEMENT,
SIDEWALKS, ROOFS) SHALL BE STABIUZED WITH SEEDING AND MULCHING PRIOR TO
OCTOBER 1. ANY WORK PERFORMED AFTER SEPTEMBER 15 OF EACH YEAR SHALL BE
STABIUZED WTH MULCH OR NETTING SUFFICIENT TO PREVENT EROSION AND SHALL BE
IMMEDIATELY SEEDED AND REMULCHED AS SOON AS WEATHER PERMITS IN THE SPRING.
PLACEMENT OF TOPSOIL, AM THE APPUCATION OF SEED, FERTIUZER, UME (WHERE
APPLICABLE), AND MULCH SHALL BE IN ACCORDANCE NTH THE FOLLOWING:
1. AMINIMUM OF 4' OF APPROVED TOPSOIL SHALL BE PLACED IN AU -AREAS.
PLACEMENT OF TOPSOIL SHALL NOT BE DONE WHEN THE GROUND OR TOPSOIL
IS FROZEN. EXCESSIVELY WET, OR OTHERWISE IN A CONDITION DETRIMENTAL
TO THE WORK. FOLLOWING PLACEMENT OF TOPSOIL, THE SURFACE SHALL BE
RAKED. AL STONES, LUMPS. ROOTS. MOTHER OBJECT' AL MATERIAL SHALL
BE REMOVED.
2. SEED MIXTURESSHALLCONFORMTOTHESEEDMIXTABMSHOWNDNTHS
SHEET AND BE SPREAD UNIFORMLY INALL AREAS INDICATED ON THE PLANS AT
THE SPECIFIED RATE. FOR SEEDING BETWEEN SEPTEMBER 1 AND OCTOBER 1,
WINTER RYE SHALL BE OVERSEEDED AT AN APPUCATON RATE OF IM POUNDS
PERACRE.
3. FERTUZER SHALL CONFORM TO THE STANDARDSOF THEASSOCIATIONOF
OFFICIAL AGRICULTURAL CHEMISTS AND BE APPLIED ONLY AFTER PERFORMING
A SOIL TESTAND BE APPLIED BASED UPON SOIL DEFICIENCIES. LIME SHALL
ONLY SE APPUED AS NEEDED BASED UPON A SOIL PH TEST.
4. NATHN 24HOURS OFAPPLICATON OF SEED, FERTILIZERAND UME,THE
SURFACE SHALL BE MULCHED MATH A HAY MULCH. MULCH SHALL BE SPREAD
UNIFORMLY OVER THE AREA AT A MINIMUM RATE OF 2 TONS PER ACRE.
5, THE CONTRACTOR SHALL BE RESPONSIBLE FOR A FULL GROWTH OF GRASS IN
ALL DISTURBED AREAS TO BE RE -VEGETATED. VEGETATION GROWTH SHALL BE
PERMANENT AND SUFFICIENT TO PREVENT EROSION OF THE UNDERLYING SOIL
UNDER ALL CONDITIONS OF PRECIPITATION. THE CONTACTOR SHALL BE
RESPONSIBLE FOR PROTECTING AND CAMW FOR SEEDED, MULCHED, AND
AREAS OF ESTABUSHED VEGETATION UNTIL FINAL ACCEPTANCE OU THE WORK
BY THE OWNER.
URBAN MIX GRASS SEED
LOS, LIVE SEED
%BY WEIGHT
P ACRE
rypE OF SEED
37.5
45
CREEPING RED FESCUE
31.25
375
KENTUCKY BLUEGRASS
WINTER HARDY, PERENNIAL
31.25
315
RYE
100
1. # LIVE SEED PER ACRE
114" RADIUS a 12" RADIUS
2�
12' T'
PAVEMENT
> CLASS B CONCRETE
END AREA = 9.94 S.F.
k-@1
CONCRETE CURB
NTS
NOTES:
1) CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WATH 118' JOINT BETWEEN SECTIO
2) CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 2D AND SHALL BE
CONSTRUCTED OF MATERIAL CONFORMING TO AASHTO DESIGNATION M1M I- SPONGE
RUBBERORCOW.).
3) ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,503 PSI AT 28 DAYS,
SHALL BE AIRENTRAINEDATNOT LESS THAN5% AND NOT MORE THAN.ANDSHALLHAVE
MINIMUM 20%FLY ASH CONTENT.
PLANTING PIT
MDI TURBWSOIL _
PLACE ROOTBALLON
UNEXCAVATEDOR J- II111- -11T
TAMPED SOIL
3 TIMES THE ROOIBALL
DIAMETER
SHRUB PLANTING DETAIL
TREE PLANTING DETAIL
INTO
Y THICK MULCH A MINIMUM OF T FROM
REMOVE BURLAP FROM TOP 2TJ OF
ROOM ALL. AFTER PLACEMENT IN
PLATTING PIT, LOOSEN REMAINING
BURLAPTOAUDW FORROCT
DEVELOPMENT
BREAKAPART EDGE OF EXCAVATION
YiRR18HOVE1 AND MEND PUNT MIX
TRANSITION
TRUNK
.CH A MINIMUM OF
E TRUNK
BALL ON
NTMIXOR
D SOIL
D SOIL
EXISTING
SMOOTHSAWCUTEXISTINGSIT. BIT. PAVING
PAVEMENT PRIOR TO PAVING ONE OR
BOTH SIDES
I T THICKNESS OF EXISTING PAVEMEW OR /
.IN r AMINIMUA OF VT OF TYPE III
OVER 21TC OF TYPE II BASE COURSE
THCKNESS OF EXISTING GRAVEL
- EXISTING OR M 18' NMUM DENSE GRADED
I _
L GRAVEL4ASE. CRWHEDSTONEPERVT.STATE _
_ SPEC. 706A6
TRENCH
EXCAVATION "I
REPLACEMENT of EXISTING BITUMINOUS PAVEMENT
NITS
EXISTING GROUND PROFILE
MOTH OF
ROADWAY
SD MN. I PUBLIC
"j'�FfL�H}3F.ITIATI
NOTES: PLAN
1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION NMICH HALL PREVENTTRACKING OF
SEDIMENT ONTO PUBLIC RIGHTSOF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WTH
ADDITIONAL STONE" CON DITIONSMWNDANDREPAIRANDORCLE WN OFANYMEASURES
USED TO TRAP SEDIMENT. ALL SEDIMENT TRACKED, SPILLED, OR WASHED ONTO PUBUC
RIGHTS# -WAY SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR,
2. THE WISE OF CALCIUM CLORIDE OR WATER HMY BE NECESSARY TO CONTROL DUST DIMING THE
SUMMER.
3. PROVIDE APPROPRIATE TRANSITION BETWEEN STABIUZED CONSTRUCTION ENTRANCE AND PUBUC
RIGHT-OF-WAY.
STABILIZED CONSTRUCTION EXIT
INTO
GRADATION REQUIREMENTS
SIEVE
PERCENT (%)
MATERIAL
SIZE
PASSING
SANDWSHION - VT SPEC TGT.W
2-
100%
1 1YY
90.100%
Y
TG100%
#4
60.100%
#100
020 %
#200
04U%
MJ HEDGRAVELFOfRSUSBASE
2-
100%
VT SPEC 704.05 FINE
1 tR'
90.100%
#4
3060%
#100
G12 %
#2W
"%
DENS EGRADEDCRUSHEDSTONE
312-
100%
VT SPEC N4.03
3'
9D100%
2-
1"
S10D%
1IY
SObOK
3P80%
A4
#200
1540%
0 %
A T+r.,s,�aaa I V
\v� .'.. J lf's. li
SEP 2 8 2015
City of So. Burlington
FINISH GRADE
SANITARY & STORM SPECIFICATIONS " ' FINISHGRAQE
BACKFILLWITH APPROVED 1) SANITARY AND STORM SEWER PIPES SHALL BE OF THE SIZE AND TYPE INDICATED ON THE PROVIDE WATERTIGHT BRASS OR CAST IRON CAP
EXCAVATED MATERIAL SX
THOROUGHLYCOMPACTED PLANS. PVC ORRU TED ME A SIP SCONFORMING FORMT STM AASHT 034,ASFOR AC;ANDASTM
INTuffs F4TT. CORRUGATED METAL PIPE SHALL CONFORM TO AASHTO M-i3D FOR ACCGMP PIPE AND
UNDISTURBED SOIL AASHTO NL216 TYPE BFOR POLYMERIC COATED STEEL PIPE. CORRUGATED POLYETHYLENE
THE SIDES OF TRENCHES 4 FT. PIPE SHALL CONFORM TO AASHTO M254, TYPES (SMOOTH LINED).
OR MORE IN DEPTH ENTERED 2) ALL NEW GRAVITY SANITARY SEWER MAINS SHALL BE LEAK TESTED BY A LOW PRESSURE AIR AS NOTED
BY PERSONNEL SHALL BE @ IF COVER IS LESS THAN 51IT. ON PLANS
SHEETED OR SLOPEDTO THE PLACE P THICK INSULATED TEST AND DEFLECTION TESTED. THE LOW PRESSURE AIR TEST WILL BE USED TO SIMULATE
Yue 1/�•/Tr.
ABLE OF REPOSE BOARD,WHICHIS SUITABLE EXq TFILTRATION OR CONDUCTED
INTO OROUT PE ALLGRAVITYTSANITARY SEWERS.ALL
-------------- FOR BURIAL OVER PIPE. YNM .#srns� �� e"w TESTNGWILL BECODINACC RM THE ASTVISION OFT£ENGINEER TESTING
SHALL BEPERFORMED INACCORDANCE WITHSI SHALL
BE1..THEMINIMUM ALLOWED THE
FORA PRESSURE DROP FROM 3.5 PSI TO 2.5 PSI SHALL BE 1.2 MINUTES PER THE
FEET OF TI CAP
12' TO IS OUTSIDE � P1e � SEWER. AFTER THE FINAL BACKFlLL HAS BEEN IN PUCE AT LEAST 30 DAYS, THE DEFLECTION
DIAMETEROFPIPE) 4 TESTMAYBEPERFORMED. NO PIPE SHALL EXCEEDA DEFLECTION OF FIVE PERCENT(5%). IF
APPROVED ROCK FREE µy µ° THE DEFLECTION TESTIS RUN USING A RIGID BALLOR MANDREL, IT SfULL SHALL HAVE A
BACKFILL COMPACTED IN 6' DIAMETER EQUAL TO BS%OF T HE INSIDE DIAMETER OF THE PIPE.THE TEST SHALL BE f— FLOW —A
LIFTS (NO STOWS LARGER THE CONTRACTOR SHALL AT ALL PERFORMED WITHOUT MECHANICAL PUWNG DEVICES. ALL MANHOLE AND PIPELINE
THAN 1 IZ DIAMETER) TIMES KEEP THE TRENCHES MATERIALS, METHODS AND TESTING SHALL BE IN ACCORDANCE WTTH GTY AND STATE INV. ELEV. POINT
_-- ENTIRELYFREEGFWATERUNTL SANITARY SEWER SERVICE CONNECTION STANOARDSANDTHESEPLANS.
ALL WORK IS FINISHED AND
CRUSHEDREADY FOR BACKFIWNG NTS
DETAIL OF SANITARY SEWER CLEANOLIT
SUS•
STONE BEDDING
DING
D+2 FEET
UNDISTURBEDSOIL
TYPICAL SANITARY & STORM SEWER TRENCH
rNENHOUEFRAMES COVER
EHAH IRA LEBARON
266OR EQUAL.
FINISH GRADE
GROUT FRAME.
TO RISER
ADJUST RIM WITH
CONCRETE POSERS
A.S.T.M.UTS
COAT EXTERIOR
MIN. OF CONCRETE
PRECAST
WITH TWO 14
REINFORCEDCONC,
COATS OF
MANHOLE CONE AND
RISER
WATERPROOF
SEALANT
COPOLYMER
POLYPROPYLENE
PLASTIC RUNGS WITH
1/T GRADE W STEEL
REIWORCEMENTOR
EQUAL. 12' O.C. MAX.
a•O.C. MIN.
-----
5•
�— O RING RUBBER GASKET IN
ACCORDANCE WITH A.S T.M.
C443 AMA. T.M. G381 OR
BUTYLROPE
S.D. IRELAND
WELDED STEEL
PRECAST 4B'
MANIDLE Oft
WARE FABRIC
APPROVED EQUAL
CLASS B CONCRETE
CAST IN PLACE
SHELF
�RUBP EALL NYL PIPES)
BACKFILL
0� VARIABLE STANDARD
/\ LENGTHS(;354 FT.)
12' 4"
a•
s'
SS.
PRECAST 4'TO1il2' CRUSHED
MONOLITHIC A`4�dO.C. STONE BEDDING.
CONCRETE BASE MIN. EACH WAY EXTEND BEDDING TO
2' HEIGHT. LIMITS OF EXCAVATION.
PRECAST SEWER MANHOLE DETAIL
NTS
NEW 15• SDR3 SANITARY SEWER
-
BOOT TYPE CONNECTOR
AT ALL PIPES
DOUBLE BELL COUPLING
(USE ONLY ONE COUPLING)
[CAIITINPI.ACE
TROUGH AND SHELF
NEW IS SOR35 SANITARY
SEWER
FLOW- /////
FLOW—�
3A'
MAX
EXISTING 15• PVC
SANITARY SEWER
CAST IN PLACE
TROUGH SLOPE TO
MATCH EXISTING PIPE
SLOPE
DURING MANHOLE INSTALLATION, THE CONTRACTOR SHALL PREVENT
SEWAGE FROM ENTERING THE EXCAVATED AREA FROM THE UPGRADIENT
NEW!' SDR36 PVC PIPE INVERT IN.
PIPING BY PROVIDING TEMPORARY BYPASS PIPING, TEMPORARY PLUGGING
PROVIDETROUGH TO TRANSITION FROM NEW B'
AND PUMPING, OR OTHER APPROVED METHODS. THE CONTRACTOR SHALL
INSURE THAT UNINTERRUPTED SERVICE IS MAINTAINED, AND THAT SEWAGE
PIPETOMAINTROUGH
DOES NOT BACK UP INTO EXISTING BUILDINGS.
NEW SEWER MANHOLE INSTALLATION DETAIL
NTS
R
I GI I
Z- 'RADIUS MANHOLE
(MIN.) WALL
RUNG
MANHOLE
6"SERVICE — COVER
MANHOLE CHANNEL
NTS
322
320
318
318
__
I 322
NI. 320
__ -_ _ SEWER
FINISH GRADE _
—. _
318
314
312
310
_ -_
_.... _ --_...
- - -
___......_ __
_-___ 316
314
EXISTING GROUND
- -
312
310
308
WS
304
205 LF NEW 6" SDR 35 PVC
308
�
36 30
UNIT 1 SERVICE
UNIT 2 SERVICE UNIT 3 SERVICE
UNI
4 SERVICE
DATUM ELEV
- --_--
- 302
10+00
11+00
SANITARY SEWER SERVICE PROFILE
1--10' VERT. AND HORIZ.
12+00
0IN
III
IN] mill I�
THE CONTRACTOR SHALL NOTIFY
'DIGSAFE' PRIOR TO ANY EXCAVATION
ANTONIO B. POMERLEAU, LLC
N/F
SHOPPING CENTER
STONE LINED EMERGENCY
OVERFLOW
�3\•1r
I
I
t
rrl
d®
S SONRIBE
4 PARTNERSHII
1 ( RESIDENT
1
LEGEND _ _ --
_ -
- - � 3/4" PE SERVICE PIPE
EXISTING PROJEC OUNDARV
—
ABUTTING PROPERTY LINE
—
BUILDING SETBACK
----`^-""'�y8 '�"
EXISTING GROUND CONTOUR
EXISTING TREE LINE
OHW —�5
EXISTING UTILITY POLE AND OVERHEAD WIRE
- - - - - - - S - - - - - -
EXISTING SEWER LINE
- - - - - - - W - - - - - -
EXISTING WATER LINE
W
PROPOSED WATER LINE
S
PROPOSED SEWER LINE
SOIL BORING- G.W. MEASURED ON 6-_15
PROPOSED CONTOUR
RICK
MARCOTTE
CENTRAL
SCHOOL
PROJECT)
P� SITE
w�N
E
LOCATION PLAN
NTS
1
i
% I /
\
\\\ \\\ /1
1 1 /
i \\ I i
/ APPROXIMATE LOCATION OF EXISTING WATER
/ & SEWER SERVICES. WHEN ENCOUNTERED
rr DURING EXISTING BUILDING DEMOLITION, CUT
AND CAP BOTH SERVICES.
t
,./ CHANG MING & XIANG
( YONG JIANG
NI_
1
l
GRAPHIC SCALE
o e o b a
( W FEET )
I i-h - 10 fL
�r SISETBAGKUNDERCURRENT -
COMMERCIAMER.IAL 1 I RESIDENTIAL 12 DIST11 C(
I DA
;ID
T ;IA
zv I cAil>
Shy
FRONTYARD
li COMMERCIAL 1
I Imlx
yli
REAR YARD SETBACK clp
UNDERPROPOSED /
FORM BASED CODE
T-3 DISTRICT
SIDE YARD SETBACK UNDER PROPOSED
'
FORM -BASED CODE T3 DISTRICT
1
FRONT YARD SETBACK
I
UNDER PROPOSED
R CURRENT 1
FORM -BASED CODE
T-3 DISTRICT
12 DISTRICT
1
1 20' "BUILD 70 ZONE'
�I1
SIDE YARD SETBACKUNDER 1R.PO..
FORMBASED CODE
T-3 DISTRICT
SITE —0 T IS BASED ON POSSIBLE NEW ZONING
1
FORM BASED CODE T-3 ZONING DISTRICT
ZONING SETBACK PLAN
SCALE: 1" = 20'
JOHN L. WOLFF. III
N/F
RESIDENTIAL
r11EN YUN POON
N/F
1 RESIDENTIAL
I
NEW SEWER MANHOLE
RIM ELEV = 316.4
15' INV IN = 306.26
15" INV OUT = 306.26
6" PVC INV. IN = 306.26
THE CONTRACTOR SHALL VERIFY THE ACTUAL
SIZE AND LOCATION OF THE EXISTING SEWER
MAIN PRIOR TO ORDERING STRUCTURE
�J II
EXISTING CURB STOP LOCATION IS
UNKNOWN. CONTRACTOR SHALL
ATTEMPT TO LOCATE CURB STOP,
(CONTACT CITY IF NEEDED), AND
CLOSE CURB STOP AND REMOVE ROD.
rn I� z
O Um) 1
C I
O 1
j � I
my
�0
rn
I
I
DEC 1 `?r 2 LI't'
City of So, Burlington
SONRISE
PARTNERSHIP, LLP
NIF
RESIDENTIAL
^• 31-1
0
PLANTING SCHEDULE
Kry I Ba mwd Name Common A'ame Remmke
g
AF
Acerxfreemana "AUMmn Fantasy'
Preemen luLpk
21R"caliper, BBB
AR
Acer n/hnini 'A�m.n Flame'
Red Maple
21R"caliper, BBH
AL
Amelonchier laevie 'Srroweloud'or.MaJeeftc'
Alkgh.y Smvieebeny
2"caM1pa,BBB
BN
Be.Mla nlgra'HenMge'
RiverBwh
21/2"eliper, 6'brnnching hcigh4 single stem, BBB
CC
Celris ooeldentalb'Pralrle Prr�'
Comm. Hwkberry
212"wlipe4 d&B
CO
Cormv aRem%oba
Pagoda Ihigwnad
2" celipa. BBB
HV
Hanromelu vlrgMiana
Amencen 11'itoh-hss l
2" oahpa, BBB
OV
Oatrya vir8inwna
Eutem Hop-hambenm
2112" a-1 BBB
QB
Qrmrcw bicolor
SwmnP µ'hire Oak
212" eel'ryer, BBH
Shrub,
AM
Aroma mebrwcmpa'AuamnMagk'
Bhmk Chokebmy
I8"[o 24"M1eigM142-gall. c.mmer
CE
CephaWndrun acideMala
Bnnonbaah
18'W24"M1eighL 2-8— c.—
CL
Clethma ,,rlM'Ruby Spce'
Swwt Peppmbwh
18"b 24"M1cighl, 2-gall.µ m.
CM
Comes ammommn
SAky Dogwood
19" l0 24" h6gh4 2-8e11. c.tainer
Wf
llaz w 11b,'A/t qB '
wmle _ (k—k)
18" l0 24" h6&, 2 g 11. conleinar
Wm
lkx vertkdlata Jim Dmldy'
wmta (mak)
18"10 24" height, 2g11. conbiner
LB
Linder, beP m
NOMmn SpweborM1
I9"m24" heighl, 2-ga11. canminer
Po
Phyraatpus oyulSolMs'Cenrer Clow'
Nweberk
I8't 24"heighL2-g"Il.me.P
AS SHOWN ON THE
TREE PLANTING DETAIL
NTS
GRAPHIC SCALE l
a
( IN FEET )
I IRON = 10 TL
PLUMB TREE TRUNK
OT BALL ON
AND
MD( OR
:BED SOIL
HREDDED
)D MULCH A
)F 3FROM
INK
'E
MIX
tBED SOIL
A OItUWN UN I Hit PIAND
SHRUB PLANTING DETAIL
H18
L
LEGEND
— — —
EXISTING PROJECT BOUNDARY
— — —
ABUTTING PROPERTY LINE
—
BUILDING SETBACK
— ------"'�'^"
EXISTING GROUND CONTOUR
EXISTING TREE LINE
OP IW—`$'--'--
EXISTING UTILITY POLE AND OVERHEAD WIRE
.......... ...... ._ —,.,.. _q— — — —..... —
EXISTING SEWER LINE
---------W--"------
EXISTING WATER LINE
_—.___._....._,_,,,...yy_...�.�..._................_..._...
PROPOSED WATER LINE
PROPOSED SEWER LINE
PROPOSED CONTOUR
NEW TREE LINE
SOIL SPECIFICATIONS FOR PLANTING AREAS
t LANDSCAPE BACKFILL SHALL BE PREMXED. CONSISTING OF APPROXIMATELY 50% TOPSOIL, 28% COMPOST, AND 25%
NATIVE SOIL. IN CASES WHERE THE NATIVE SOIL MEETS THE TOPSOL SPECIFICATION, THE PROPORTIONS OF
NATIVE SOIL MAY BE ADJUSTED UP TO 75%.
2. TOPSOIL SHALL BE OBTAINED FROM NATURALLY WELL DRAINED SITES WHERE TOPSOIL OCCURS AT LEAST 4 INCHES
DEEP, TOPSOIL SWILL NOT BE OBTAINED FROM WETLANDS, TOPSOIL SHALL BE LOOSE, FRIABLE, FREE OF ROOTS,
NOXIOUS WEEDS, STONES LARGER THAN 1 INCH, AND OTHER DEBRIS.
3. ALL IMPORTED SOIL SHALL BE REASONABLY FREE FROM ROOTS, HARD CLAY, COARSE GRAVEL, STONES URGER
THAN TWO INCHES IN ANY DIMENSION. NOXIOUS WEEDS, TALL GRASS, BRUSH, STICKS, STUBBLE, AND ANY
MATERIALS THAT WOULD BE DETRIMENTAL TO HEALTHY VEGETATIVE GROWTH,
4, BOTH TOPSOIL AND SUBSOIL SHALL HAVE A TEXTURE OF FINE SANDY LOAM PER THE USDA TEXTURAL TRIANGLE
AND CONFORMING TO THE FOLLOWIN O SPECIFICATIONS:
SIEVE NO. %PASSING
T 10D
D
w-w
40 80-80
SO
Im 20.0 M)
200 1Di0
2W
T THIGC SHREDDED
HARDWOOD MULCH A
CLAY LESS THAN 1-
MINI UMOF 2' FROM STEM
PH 5.5 TO 7.0
ORGANIC MATTER TOPSOIL I0-15%, SUBSOIL: LESS THAN/0%
LANDSCAPE PLANTING MIX
5. COMPOSTSHALLBEFREEOFWEEDSEEDSANDCOMPLYWITHEPAREQUIREMENTSFORCOMPOST.—COMPOST
SHALL HAVE A LOOSE AND GRANULAR TEXTURE, AND SHALL POSSESS NO OBJECTIONABLE ODORS, AND SHALL NOT
UNDISTURBED SOIL
RESEMBLE THE RAW MATERIAL FROM WHICH IT WAS DERIVED, COMPOST SHALL COMPLY WATH TABLE T85.MA
(PHYSICAL PROPERTIES I EPA COMPOST MATERIAL REOUA MEWS) OF TIE VTRANS STANDARD SPECIFICATIONS
BREAK APART EDGE OF
FOR CONSTRUCTION.
EXCAVATION WITH
S. TO ASSURE THE GROWTH OF TREES.SHRUBS, AND OTHER PLANTS, THE SOIL MIST NOT BE COMPACTED. ANY
SHOVEL AND BLEND
AREAS OF INADVERTENTLY COMPACTED SOIL WILL NEED TO BE DECOMPACTED USING A SUBSOILER, CHISEL PLOW,
LANDS CAPE RANTING MIX
ORSYEXCAVATIONAND REPLACEMENT VATH UNCOMPACTED SOIL. DO NOT DRIVE EQUIPMENT ON THE SOILAFTER
WITH EXISTING SOIL TO
IT HAS BEEN PLACED OR DECOMPACTED. FINE GRADING AND PIANTIND OF SPECIFIED IANDSCAPING MAY BE DONE
PROVIDE SOIL TRANSITION
USING LOW GROUND PRESSURE EQUIPMENT, IF THS CAN BE ACHIEVEDWITHOUT COMPACTION.
PUCE ROOTBALL ON
T. DO NOT STOCKPILE SOIL OR COMPOST IN WET OR MUDDY CONDITIONS. PROVIDE EROSION CONRAOL TO PREVENT
UNEXCAVATED OR
TRANSPORT OF SEDIMENT OR DUST AWAY FROM THE STORAGE AREA.
TAMPED SOIL
8. SOILS WITHN THE FULL SPECIFIED DEPTH SHALL HAVE A BULK DENSITY NOT EXCEEDING 139/a . SOILS SHALL
EXHBIT THE FOLLOWING CONE PENEIROXEIER READINGS:
-SURFACE RESISTANCE -LESS THAN 110 PSI Q.T kgfmM
-SUBSURFACE RESISTANCE - LESS TWAN 280 PSI (18.3 kgi..?I
9. SOILQUAUW AND DEPTH SHALL BE ESTABUSHED TOWARD THE END OF CONSTRUCTION AND, ONCE ESTABUSHED.
SHALL BE PROTECTED FROM COMPACTION, EROSION, AND OTHER DETRIMENTAL INFLUENCES THROUGH THE END
OF CONSTRUCTION.
DEC 1 y 2011-1
City of So. Burlington
GENERAL CONSTRUCTION NOTES
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATESTVERMONTAGENCY OF
TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION 2006, THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICESRa03 EDITION, THE SOUTH BURLINGTON PUBLIC WORKS SPECIFICATION REQUIREMENTS
AND THESE PLANS.
2, THECONTRACTOR SHALL CONTACT ALL UTILITIES BEFORE EXCAVATION O VERIFY THE LOCATION OF ANY
UNDERGROUND LINES. THE CONTRACTOR SHALL NOTIFY TIGSAFE-AT 1-0 4IJ 7233(1.888OIG4AFE)& THE
CITY OF BURLNGTON AT (W2)86i58W PRIOR TO ANY EXCAVATION.
3, UIUTIES INFORMATION SHOWN HEREON WERE OBTAINED FROM BEST AVAILABLE SOURCES AND MAY OR MAY
NOT BE EITHER ACCURATE OR COMPLETE. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF
EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY UTILITY, PUBLIC OR PRIVATE,
SHOWN OR NOT SHOWN HEREON. THE CONTRACTOR SHALL CONNECT OR RECONNECT ALL UTILITIES TO THE
NEAREST SOURCE THROUGH COORDINATION WITH UTUTY OWNER.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL EXISTING SURFACES,
SOILS. VEGETATION, PAVEMENT AND STRUCTURES NECESSARY TO CONSTRUCT THIS PROJECT UNLESS
OTHERWISE NOTED ON THESE PLANS. THE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIAL, DEBRIS AND
TRASH FROM THE SITE UPON COMPLETION OF CONSTRICTION, UNLESS OTHERWISE DIRECTED BY THE
ENGINEER.
5. THECONTRACTORSHALLSERESPONSISLE FOR ENSURING THAT THE DUST CREATEDAS A RESULTOF
CONSTRUCTION DOES NOT CREATE A NUISANCE OR A SAFETY HAZARD. ME%AND WHEN DEEMED
NECESSARY BY THE ENGINEER OR OWNER, THE CONTRACTOR SHALL BE REQUIRED TO WET SECTIONS OF THE
CONSTRUCTION AREA WITH WATER, APPLY CALCIUM CHLORIDE OR SWEEP ASPHALT ROADS WITH A POWER
BROOM AS MST CONTROL.
8. ANY SURFACES, ONES, OR STRUCTURES WHICH HAVE BEEN DAMAGED BY THE CONTRACTOR'S OPERATIONS
SHALL BE RESTORED TO THE CONDITION AT LEAST EQUAL TO THAT IN WHICH THEY WERE FOUND IMMEOATELY
PRIOR TO THE BEGINNING OF OPERATIONS,
7. CONSTRUCT ION OBSERVATION AND CERTIFICATION IS OFTEN REQUIRED ASA CONDITION OF STATE AND LOCAL
PERMITS. IT IS RECOMMENDED THAT CONSTRUCTION OF THE IMPROVEMENTS DETAILED ON THESE PLANS BE
OBSERVED BY LAMOUREUX & DICKINSON CONSULTING ENGINEERS INC. (LSD) TO DETERMINE IF THE WORK IS
BE INGPERFORMEDINACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. L&D WAIVESANY
AND ALL RESPONSIBUTY AND UABILITY FOR PROBLEMS THAT MAY ARISE FROM: FAILURE TO FOLLOW THESE
PLANS ANO SPECIFICATIONS AND THE DESIGN INTENT THAT THEY CONVEY, ANY CHANGES MADE IN THE PLANS
AND SPECIFICATIONS OR IN THE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS WITHOUT UD4 PRIOR
KNOWLEDGE AND CONSENT, ANDIOR FAILURE TO SCHEDULE OBSERVATION OF THE WORK AM TESTING IN
PROGRESS.
8. FORANYWORKWITHINTHEPUBUCRIGHTOF-WAY A MININIUMOF ONE-WAY TRAFFIC SHALLBE MAINTAINEDAT
ALL TIMES. CONTNUMS TWO-WAY TRAFFIC WILL BE REQUIRED AT NIGHT, DURING PEAK4HOURS, AM
WHENEVER POSSIBLE DURING ACTUAL CONSTRUCTION ACTIVITIES. TEMPORARY CONSTRUC110N &IONS AND
TRAFFICCONTROLSIGNSSHALLBEERECTEDBYTHECONTRACTORINACCO MCA WITHSTATEANDCITY
STANMRDS.
9, O ASSURE COMPLIANCE WITH THE PIAN(S), TIE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS IN
ADVANCE OF STARTING ANY WORK, BEGINNING INSTALLATION OF ANY UTIUTIES, BRINGING IN ANY NEW
GRAVEL FOR THE NEW PAVED AREAS, PAVING, AND FI NLAL INSPECTION.
10. TOPSOIL SHALL BE STOCKPILED, SEEDED, AND MULCHED UNTIL RELSED. SILT FENCE SHALL BE PIACEDAND
STAKED CONTINU SLY AROUND THE DOWNSLOPE PERIMETER OF THE TOPSOIL PILES.
11. HEALTHY EXISTING TREES AS SHOWN ON THE SITE PUN TO BE SAVED SHALL SE PROTECTED BY THE
CONTRACTOR.
12. OPEN CUT AREAS SHALL M MULCHED OUTSIDE OF ACTUAL WORK AREAS, AND SILT FENCE SHALL SE
EMPLOYED TO CONFINE SHEET WASH AND RUNOFF TO THE IMMEDIATE OPEN AREA AS ORDERED BY THE
ENGINEER.
13. AT COMPLETION OF GRADING.SLOPES,DITCHES, AND ALL DISTURBED AREAS SHALL BE SMOOTH AND FREE OF
POCKETS WITH SUFFICIENT SLOPE TO ENSURE DRAINAGE,
14. AUFILLSHALLSEPLACEDINSINGHUFMAND THORMGHLYC0MPACTEDTO93%OFMAXIMUMMNSITYAT
OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM DSM STANDARD PROCTOR, UNLESS OTHERWISE
SPECIFIED.
LANDSCAPE SPECIFICATIONS
TREE AND SHRUB PLANTINGS
1. ALLPWNTMATERIALSSHALLCONFORMTOTHEINMRNATIONALSOCIETYOFARBORICULORE
PMNCIPALSANDPRACTICESOFPLANTNGTREESANOSHRUBS, ANOTIE MOST RECENTVERSIONOF
THE AMERICAN STANDARD FOR NURSERYSTOOK -ANSI Z80.1.
2. CONTRACTOR SHALL STAKE ALL PLANT LOCATIONS AND THE ENGINEER SHALL APPROVE PRIM TO
INSTALLATION.
3. CONTRACTORSHALL PROTECT LANDSCAPE PLANTS AT ALL TIMES FROM SUN AND DRYING WINDS.
PLANTS THAT ARE TO BE TEMPORARILY STORED ON SITE UNTIL READY FOR INSTALLATION SHALL M
KEPT SHADED AND PROTECTED WITH SOIL, BARK MULCH OR OTHER ACCEPTABLE MATERIAL AND
REGULARLY WATERED.
4. DURING INSTALLATION OF LANDSCAPE PLANTINGS, CONTRACTOR SHALL DETERMINE WHERE EXISTING
UNDERGROUND UTUTIES ARE LOCATED TO AVOID INTERFERENCE.
S. STREET TREES TO ARRIVE FROM NURSERY WITH B FEETI2 METERS BETWEEN THE FINISHED GRADE AND
THE FIRST TREE BRANCH.
6. DO NOT PRUDE THE TREES OR SHRUBS AT PLANTING. PRUNE ONLY DEAD OR CRUSHED ROOTS AND
DEAD OR INJURED BRANCHES.
7, TREES SHALL HAVE A MINIMUM 50% UVE CROWN RATIO.
e. EACH TREE AND SHRUB MUST BE PLANTED SUCH THAT THE ROOT FLARE AND MIN ORDER ROOTS ARE
VISIBLE AT THE TOP OF THE ROOT BALL. WHERE THE MAIN ORDER ROOTS ARE NOT VISIBLE, EXCESS SOIL
SHALL BE REMOVED TO LOCATE THEM. PLANT TREES AND SHRUBS SO THAT THE MAIN ORDER ROOTS
ARE AT FINISHED GRADE. DO NOT COVER THE TOP OF THE ROOT BALL NTH SOIL OR MULCH.
9, EXAMNE ENTIRE TREE AND SHRUB AND REMOVE ALL NURSERY TAGS, TREE WRAP, ROPE, STRING AND
SURVEYOR TAPE PRIOR TO PLANTING TO PREVENT GIRDLING.
10. FORA LL TREMANDSHRUM
CUT AND REMOVE WIRE MESH BASKET. CUT AND REMOVE ROPE AND BURLAP WRAP FROM TOP 2J30F
ROOTBALL AFTER PLACEMENTIN PLAN LNG PIT. LOOSEN REMAINING BURLAP TO ALLOW FOR ROOT
DEVELOPMENT. IF THE TREE OR SHRUB HAS SYNTHETIC OR TREATED BURLAP, REMOVE IT ENTIRELY
AFTER PLACING ROOT BALL IN PLANTING PIT.
11. BREAK APART EDGE OF EXCAVATION WITHSHONEL AND BLEND PUNT MX WITH EXISTING SOIL TO
PROVIDE SOIL TRANSITION.
12. TREE PIT AREA SHALL HAVE A MINIMUM DEPTH OF W. SHRUB PUNTING PIT STALL HAVE A ZC MINIMUM
DEPTH, THE TREE PIT AREA SHALL HAVE THE PUNT MIX SPECIFIEDBELOW.
13, STAKING REQUIRED ONLY IN SITUATIONS WHERE TREES WILL BE SUBJECTED TO WINDY CONDITIONS AS
DETERMINED BY THE ENGINEER. STAKES SHALL M REMOVED BY THE CONTRACTOR AT THE END OF THE
WARRANTY PERIOD.
14. PUNT MIXSHALLCONSISTOFTHEFOLLOMNGRATIO:1/3PARTCOMPOST,MPARTSTOPSOILPUNT
MIXMBETESTEDANDAMROVEDFORp UTYBYENGINEERPRIORTOIMTALLATON.THECORRECT
GRADE OF COMPOST IS AVAILABLE FROM, BUT NOT LIMITED TO, THE FOLLOING MANUFACTURERS:
INTERVALE COMPOST PRODUCTS, VERMONT NATURAL PRODUCTS AND VERMONTCOMPOST COMPANY.
15. FOLLOWING PUNTING, FERTIUZER AND MYCORRHIZAL FUNGI SHALL BE APPLIED TO TREES AND SHRUBS.
16. ONCE ALL LANDSCAPE PLANTINGS HAVE BEEN INSTALLED, PLACE A LIGHT DYER OF HEMLOCK OR PINE
BARK MULCH; MAXIMUM OF T THICK, ON PLANTING BEDS. NO DYED MULCH WILL BE ACCEPTED.
17. WATERALLTREESANDSHRUBS THOROUGHLY ONCE PUNTED TO PULL SOBS AGAINST ROOT BALLAND
SETTLE AIR POCKETS. ADDTONAL SOIL MAY BE NEEDED; WATERAGAIN TO ENSURE COMPLETE
COMPACTION. RESET SETTLED PUNTS TO PROPER GRACE AND POSITION. RESTORE ADJACENT
MATERIAL AND REMOVE DEAD MATERIAL. THERE SHALL BE NO WATERING BERM INSTALLEDAROUND
PUNTS.
18, CORRECT WORK AS SOONAS POSSIBLE AFTER DEFICIENCIES BECOME APPARENT AND WEATHER
PERMITS.
19. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALL LANDSCAPE PLANTINGS AND SHALL INCLUDE
PRUNING, CULTIVATING, WEEDING, WATERNG, AND APPLICATION OF APPROPRIATE INSECTICIDES AND
FUNGICIDES NECESSARY TO MAINTAIN PLANTS FREE OF INSECTS AND DISEASE WRING CONSTRUCTION
AND WARRANTY AND UNTIL ACCEPTANCE. CONTRACTOR SHALL WATER ALL PLANTINGS DAILY.
20. ALL LANDSCAPE PUNTS SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS AFTER PLANTING.
NEWTYPEBOAS",N CE
1 1/T THICK VTRANS TYPE III CONCRETE CURB ALL JOINTS SHALL
WVEARNG COURSE BE THOROUGHLY
PCLEANED AND
SEESIEPAOGADNG COATEDNTH
TTH
CSTYPEl S EMUSFIED
\
BASE COURSE
I ASPHALT PRIOR
TYPE II STONE TO PAVING
(VTRANS SPEC. 70LW)
MIRAFI 500X GEOTEXTIIE GRADEOF PAVEMENT
FABRIC OR EQUAL i
DENSE GRADED CRUSHED GRAVEL WHERE ADACENTSLOPE
(VTRANS SPEC' 704.(X5A) ALLOWS, EXTENDGRAVEL
SLSBASE TO DAYUGHT
NOTES:
SELECT NATIVE SOIL, GRANULAR BORROW,
1. IN ALL AREAS WHERE UNSTABLEMNSUITABLE SUBGRAM SOILS ARE PRESENT, THE SUBGRADE SHALL OR SAND BORROW IN AREAS WHERE FILL IS
BEOVER-UCAVATED TO REMOVE THE UNSUITABLE MATERIAL AND BACKFIL EDWATH SAND BORROW NEEDED O REACH SUBGRADE ELEVATION
OR SELECT NATIVE MATERIAL.
2. SUBGRADE SOIL AND NEW CRUSHED GRAVEL SHALL BE ADEQUATELY COMPACTED TO NOT LESS THAN
95%OF THE OPTIMUM DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST (ASTM D898).
3. THE SUBGRADE SHALL BE OBSERVED BV LAMOLMEUX & DCKIMS PRIOR TO PLACEMENT OF FABRIC
AND GRAVEL. A TRUCK TEST MAY BE REQUIRED IF QUESTIONABLE SOIL IS ENCOUNTERED,
TYPICAL DRIVE & PARKING AREA CROSS SECTION
NTS
CLASS B CONCRETE
1n•RADIus 4•-0• r
TAPER
FINISH' GRADE
10 8
TYPICAL TAPERED CURB
NTS
TURF ESTABLISHMENT
ALL DISTURBED AREAS THAT DO NOT HAVE AN IMPERVIOUS SURFACE (PAVEMENT,
SIDEWALKS, ROOFS) SHALL BE STABILIZED WITH SEEDING AND MULCHING PRIOR TO
OCTOBER 1. ANY WORK PERFORMED AFTER SEPMMEER 150E EACH YEAR SHALL BE
STABILIZED WITH MULCH OR NETTING SUFFICIENT TO PREVENT EROSION AND SHALL RE
INMEDATELY SEEDED AND REMULCIEDAS SOON AS WEATHER PERMITS IN TIE SPRING.
PLACEMENT OF TOPSOIL, AND THE APPLICATON OF SEED, FERTILIZER, UME (WHERE
APPLICABLE), AND MULCH SHALL BE IN ACCORDANCE WITH THE FOLLOWING:
1. A MINIMUM OF 4 OF APPROVED TOPSOIL SHALL BE PLACED IN ALL AREAS.
PLACEMENTOF TOPSOIL SHALL NOT M DONE OMEN THE GROUND OR TOPSOIL
IS FROZEN, EXCESSIVELY WET, OR OTHERWISE IN A CONDITION DETRIMENTAL
TO THE WORK, FOLLOWING PLACEMENT OF TOPSOIL, THE SURFACE SHALL BE
RAKED. ALL STONES,LUMPS,ROOTS, OR OTHER OSJECTIONLAL MATERIAL SHALL
BE REMOVED.
2, SEED MIXTURES SHALL CONFORM TO THE SEED MIX TABLE SHOWN ON THIS
SHEET MG BE SPREAD UNIFORMLY IN ALL AREAS INDICATED ON THE PLANS AT
THE SPECIFIED RATE. FOR SEEDING BETWEEN SEPMMSER 1 AND MMBER 1,
WINTERRYESHALLBEOVERSEEDEDATANAPPLICATIONRATEOFIMM OS
PERACRE.
3. FERTIUZERSHALLCONFORMTOTIESTANDARMOF THEASSOCIATIONOF
OFHCIAL AGRICULTURAL CHEMISTS AND BE APPLIED ONLY AFTER PERFORMING
A SOIL TESTAND BE APPLIED BASED UPON SOIL DEFICIENCIES. UMESHALL
ONLY SE APPUEDAS NEEDED &LASED UPON A SOIL PH TEST.
4. WITHIN24HOURSOF APFUCATIONOF SEED. FERTIUZERANOUME, THE
SURFACE SHALL BE MULCHED WITH A HAY MULCH. MULCH SHALLBE SPREAD
UNIFORMLY OVER THE AREA AT A MINIMUM RATE OF 2 TONS PER ACRE.
5. THECONTRACTOR SHALL BE RESPONSIBLE FOR A FULLGROWTH OF GRASS IN
ALL DSTURSED AREAS TO BE RE -VEGETATED. VEGETATION GROWTH SHALL BE
PERMANENTAND SUFFICIENT TO PREVENT EROSION OF THE UNDERLYING SOIL
UNDER ALL CONDITIONS OF PRECIPITATION. THE CONTRACTOR SHALL M
RESPONSIBLE FOR PROTECTING AND CARING FOR SEEDED. MULCHED, AND
AREAS OF ESTABUSHED VEGETATION MIL RNAL ACCEPTANCE OF THE VORK
BY THE OWNER.
URBAN MIX GRASS SEED
%BY WEIGHT
LBS, LIVE SEED
PER ACRE
TYPED SEED
31.5
45
CREEPINGREDFESCUE
31 25
375
KENTUGCV BLUEGRASS
31.25
375
WINTER HARDY, PERENNIAL
RYE
100
I 9 LIVE SEED PER ACRE
1X' RADIUS g jI 12" RADIUS
Ii�
PAVEMENT
14
CLASS 8 CONCRETE
END AREA = 0.94 S.F.
CONCRETE CURB
NTS
NOTES:
1) CURBING SHALL M CONSTRUCTED IN PIT SECTIONS WITH 1S• JOINTBETWEEN SECT10
2) CURBING EXPANSION JOINTS SHALL SE CONSTRUCTED EVERY 20 ANDSH U BE
CONSTRUCTED OF MATERIAL CONFORMING TO AASHITO DESIGNATION M153 (12' SPONGE
RUBBER OR CORK).
3) ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,500 PSI ATM DAYS.
SHALL BE AIR ENTRAINED AT NOT LESS THAN 5%AND NOT MORE THAN M, AND SHALL HAVE
MINIMUM 20%FLY ASH CONTENT.
T THICK MULCH A MINIMUM OF T FROM
STEM
REMOVE BURLAP FROM TOP 2U30F
ROOTBALL. AFTER PLACEMENT IN
PLANTING PR. LOOSEN REMAINING
BURIAPTOALLOW FCRROOT
DEVELOPMENT
PLACE RCC)MALL ON f
BREAK APART EDGE OF EXCAVATIONUNEXCAVATEDOR -m- _11 WITHSHOVEL ANDBLEMPLANTMIX
TAMPED SOIL SlBE9THE R0011dA11 WITHEXISTNGSOILTOPROVIDESOIL
TRANSITION
SHRUB PLANTING DETAIL
TREE PLANTING DETAIL
NTS
PLUMB TREE TRUNK
7 THICK MULCH A MINIMUM OF
TFROMTTEETRLMK
PLACE ROOT BALL ON
TAMPED PUNT MIX OR
UNDISTURBEDSOIL
TREE PIT
UNDISTURBED SOIL
EXISTING
BIT. PAVING
ON ONE OR
BOTH SIDEs
THICKNESS OF EXISTING PAVEMENT OR
A MINIMUM OF 1 1/T OF TYPE III
OVER 21,7 OF TYPE II BASE COURSE
' THICKNESS O M DEHI EG RADED
EGSTING OR 18' MINIMUM DENSE GRADED
GRAVEL �ASE. CRUSHED STONE PER VT. STATE
SPEC. 704.a6 _
�T
TRENCH
EXCAVATION
REPLACEMENT of EXISTING BITUMINOUS PAVEMENT
NTS
PUBUC
50' MIN, I RI01-T40E-WAY
PROFILE
EXISTING GROUND 1-1/2-TOT
OR SUBGRADE DIA. STONE
11��
�M�Otl
Syb
N�
u
WIDTH OF Leo?•
ROADWAY
50' MIN. 1 - PUBUC
r 1 3€_=Y
NOTES: PLAN
1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OF
SEDIMENT ONTO PUBUC RIGHTSOF MAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR ANDIOR CLEANOUT OF ANY MEASURES
USED TO TRAP SEDIMENT. ALL SEDIMENT TRACKED, SPILLED, OR WASHED ONO PUBUC
RIGHTS -OF -WAY SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR.
2. THE WE OF CALCIUM CHLORIDE OR WATER MAY BE NECESSARY TO CONTROL DUST DURING THE
SUMMER,
3. PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC
RIGHTAF-WAY.
STABILIZED CONSTRUCTION EXIT
NTS
IT CRUSHED GRAVEL FOR SUPBBAS�
EARTH BORROW
:
\!'v i�O��..�>y�O� Qivw� mid$\\'. y-�'i'.i ✓. �' '
GRADATION REQUIREMENTS
SIEVE
PERCENT (%)
MATERIAL
S1ZE
PASSING
SAND CUSHION -VT SPEC MW
2"
100%
11/7
90.100%
'IT
T0.100 %
M
80.100%
r10a
02M
ae%
CRUSHEDGRAVELFORSUMASE
T
100%
VT SPEC I- FINE
11TT
80.100%
M
3080 %
&Tao
a12%
82.
OE %
MNSEGRADEDCRUSHEDSTONE
31Z
100%
VT SPEC -DOS
3'
9p 100%
2'
ill"
M4
R200
75-100%
50-W%
3GS0%
-40%
I 0-S %
RECEIVED
DEC 11 2015
City of So. Burlington
322
320
318
316
314
312
310
308
306
304
DATUM ELEV
FINISH GRADE
BACKRUNTHAPPROVED
EXCAVATED MATERIAL
!3Kk
TM UGHLYCOMPACTED
IN 6 LIFTS
w
UNDISTURBED SOIL
TIESIDESOFTRENCHES4FT.
w
OR MORE IN DEPTH ENTERED
T
ISLES THAN S
BY PERSONNEL SHALL BE
SHEETED OR SLOPED TO THE
g
IF COVER M
PIACE 4' THICK INSULATED
ANGLE OF REPOSE
BOARD, WHICH IS SUITABLE
- -
- - - - -
- - - - - - -
FOR BURIAL OVER PIPE.
12'
('D IS OUTSIDE
DIAMETER OF PIPE)
APPROVED ROCK FREE
b'
BACKFILL COMPACTED IN 8'
UFTS (NO STONES LARGER
THE CONTRACTOR SHALL AT ALL
THAN 1112'DIAMETER)
TIMES KEEP THE TRENCHES
ENTIRELYTIRELYFREE WATER L1NTL
_ _--
ALL WORK IS FINISHED AND
READY FOR BACKFILUNG
3/B' CRUSHED
STONE REDOING
I
Dal FEET
UNDISTURBED SOIL
TYPICAL SANITARY & STORM SEWER TRENCH
ATS
uux .HRKt .n vac xortA mv+wsc
� MII x PAc 'MT
➢ °.r -
SANITARY SEWER SERVICE CONNECTION
NITS
SANITARY & STORM SPECIFICATIONS
1) SANITARY AND STORM SEWER PIPES SHALL BE OF THE SIZE AND TYPE INDICATED ON THE
PLANS. PVCPIPESHALLBESDIR35CONFORMINGTOASTMD3 ,ASWM 12,ANDASTM
F471. CORRUGATED METAL PIPE SHALL CONFORM TO AASHTO WI W FOR ACOGMP PIPE AND
AASHTO M-246 TYPE BFOR POLYMERIC COATED STEEL PIPE. CORRUGATED POLYETHYLENE
PIPE SHALL CONFORM TO AASHTO WIM, TYPE S (SMOOTH LINED).
2) ALL NEW GRAVITY SANITARY SEWER MAINS SHALL BE LEAK TESTED BY A LOW PRESSURE AIR
TEST AND DEFLECTION TESTED. THE LOW PRESSURE AIR TEST WILL BE USED TO SIMULATE
INFILTRATION CR EXFILTRATION INTO OR OUT OF ALL GRAVITY SANITARY SEWERS. ALL
TESTING WILL BE CONDUCTED UNDER THE SUPERVISION OF THE ENGINEER. AIR TESTING
SHALL BE PERFORMED IN ACCORDANCE MATH ASTM CB2 .. THE MINIMUM ALLOWED TIME
FOR A PRESSURE DROP FROM 3.5 PSI TO 2.5 PSI SHALL BE 1.2 MINUTES PER 1W FEET OF W
SEWER. AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST W DAYS. THE DEFLECTION
TEST MAY BE PERFORMED. NO PIPE SHALL EXCEED A DEFLECTION OF FIVE PERCENT (5%). IF
THE DEFLECTION TESTIS RUN USING A RIGID BALL OR MANDREL, IT SHALL SHALL HAVE A
DMMETER EQUAL TO SS%OF THE INSIDE DIAMETER OF THE PIPE.THE TEST SHALL BE
PERFORMED WITHOUT MECHANICAL PULLING DEVICES. ALL MANHOLE AND PIPEUNE
MATERIALS, METHODS AND TESTING SHALL BE IN ACCORDANCE WITH CITY AND STATE
STANDARDS AND THESE PLANS.
AOJUSTRIM WITH
GROUT FRAME
TO RISER
CONCRETE RISERS
A.S.T.M. C4TB
PRECAST
COAT EXTERIOR
MIN. OF CONCRETE
WITH TWO (1)REINFORCED
CONIC.
COATS
MANHOLE CONE AM
RISER
WATERPROOF
SEALANT
3'R
COPOLYMER
WATERTGET FLEXIBLE
POLYPROPYLENE
BOOT TYPE CONNECTOR
PLASTIC RUNGS MATH
NEW 1IE SORM SANITARY SEWER AT ALL PIPES
7-0" RADIUS
1 Z GRADE W STEEL
REINFORCEMENT OR
RISE
TROUGH AND SHELF NEW ITSM36 SANITARY (MIN.)
EQUAL. 12' O.C. MAX.
DOUBLE BELL COUPLING SEWER
(USE ONLY ONECOUPLING)
8' O.C. MIN.
O RING RUBBER GASKET IN
ACCORDANCE WTH A.S.T.M.
FLON�
3'
C ANDA.S.T.M. O3810R
BUTYL ROPE 6"SERVICE
3-
S.D. IRELAND
MAX
WELDED STEEL EXISTING 1 S PVC \
PRECAST IB'
MANHOLE OR
WIRE FABRIC SANITARY SEWER
OA3T IN PLACE
APPROVED EQUAL
TROUGH SLOPE TO
EXISTING PIPE
MATCH /'
<// SLR
DURING MANHOLE INSTALLATION, THE CONTRACTOR SHALL PREVEM
CLASS B CONCRETE
CASTIN PLACE SEWAGEF ENTERINGTIIEEXCAVATEDAREAFROMTHEUPGRADIENT NEWWSDR35PVCPIPEINVERTIN.
SHELF
RUBBERGASKET PIPING BY PROVIDING TEMPORARY BYPASS PIPING, TEMPORARY PLUGGING PROVIDE TROUGH TO TRA MON FROM NEW B'
(TYP. ALL PIPES) AND PUMPING, OR OTHER APPROVED METHODS. THE CONTRACTOR SHALL PIPE TO MAIN TROUGH
INSURE THAT UNINTERRUPTED SERVICE IS MAINTAINED, AND THAT SEWAGE
2' RISE (MAX.)
DOES NOT BACK UP INTO EXISTING BUILDINGS.
CHANNEL
SUITABLE
�8' SDR35 PVC
BACKFILLj
Orz VARIABLE STANDARD NEW SEWER MANHOLE INSTALLATION DETAIL
0�
MAX_ /� LENGTHS(2,3 M 4 FT.)
NITS
12'
4
PRECAST✓ O-wr TO11R'CRUSHED
MONOLITHIC #4�8`O.C. STONE BEDDING.
CONCRETE BASE MIN. EACH WAY EXTEMBEDDINGTO
2' HEIGHT. LIMITS OF EXCAVATION.
PRECAST SEWER MANHOLE DETAIL
MANHOLE CHANNEL
NE'uV SANITARY
FINISH GRADE
EXISTING GROUND
205 LF N 6
UNIT 1 SERVICE
UNIT 2 SERVICE UNIT 3 SERVICE
UNI
4 SERVICE
300, 00
10+00
11+00
SANITARY SEWER SERVICE PROFILE
1' 19VERT.ANDHOR12.
12+00
324
322
320
318
316
314
312
310
308
306
304
302
300
DETAIL OF SANITARY SEWER CLEANOUT
NITS
RECEIVE
DEC t y 2015
City of So. Burlington
SEE PLANS FOR GRADING,
SIDESLOPES SHALL BE 3H:1V
5' MINIMUM
4" LOAMY
THICK 212 OCRUSHED STONE
WHEREAREASOF SILTY LOAM EXISTAT-'�Y�YT`/Tvr` Z12"O CRUSHEDSTONE
THE BOTTOM OF THE INFILTRATION BASIN, MIRAFI 140 GEOTEXTILE
THE BOTTOM SHALL BE OVEREXCAVATED
AND THE MATERIAL REPLACED WITH ONSITE SURROUNDING CRUSHED STONE
SANDY LOAM OR GRAVELLY LOAM BORROW WITH MINIMUM 24" OVERLAP AT TOP
TYPICAL INFILTRATION BASIN SECTION
NITS
INFILTRATION BASIN CONSTRUCTION NOTES
1. THROUGHOUT ALL CONSTRUCTION ACTIVITIES, THE OPERATION OF HEAVY EQUIPMENT OVER THE AREA OF THE PROPOSED STORMWATER
INFILTRATION BASINS SHALL BE RESTRICTED TO PREVENT COMPACTION OF THE UNDERLYING SOILS AND REDUCTION OF THE SOIL
PERMEABILITY. IF EQUIPMENT MUST SE USED IN THE INFILTRATION BASINS FOR BUILDING OR UMUTY CONSTRUCTION, A MINIMUM OF 2 FEETOF
OVERBURDEN SHALL BE IN PLACE TO MINIMIZE COMPACTION OF THE UNDERLYING SOILS.
Z DURING EXCAVATION FOR THE INFILTRATION BASINS, THE CONTRACTOR SHALL TAKE CARE TO PREVENTOONTAMINATION OF THE NATIVE SOILS
WITHSEDMENTORFILLMATERIAL THE STORMWATER INFILTRATION BASINS SHALL NOT BE USED FOR CONCRETE WASHOUT AREAS.
3. THE INFILTRATION BASINS SHALL BE USED TO CONTROL AND INFILTRATE RUNOFF FROM THE SITE DURING CONSTRUCTION. WRING THE INITIAL
EXCAVATION OF THE BASINS, THE BOTTOM SHALL BE EXCAVATED TO TABOVE THE FINISH GRADE ELEVATION. AFTER CONSTRUCTION OF THE
BUILDING. DRIVES, AND PARKING ARE SUBSTANTIALLY COMPLETE, THE BOTTOM OF THE INFILTRATION BASINS AND SIDESLOPES SHALL BE
EXCAVATED TO THE FINISH GRADES SHOWN. THE BOTTOM OF THE BASINS SWILL BE IN NATIVE SAND. ANY ACCUMULATED SEDIMENT SHALL BE
REMOVED UPON FINAL STABILIZATION OF THE UPSLDPE CONTRIBUTING AREA. IF ANY FILL MATERIAL IS REQUIRED TO FILL VOIDS ONLY
APPROVED CLEAN NATIVE SAND SHALL BE USED.
4. A MINIMUM P THICK LOAMY SAND TOPSOIL SHALL BE PLACED OVER THE BOTTOM AND SIDESLOPES OF THE INFILTRATION BASIN. THE
CONTRACTOR SHALL APPLY SOIL AMENDMENTS AS NECESSARY, BASED UPON A SOIL TEST,
5, THE CONTRACTOR SWILL BE RESPONSIBLE FOR A PERMANENT VIGOROUS GROWTH OF THICK GRASS THROUGHOUT THE BASIN AND
CONTRIBUTING SWALES. ALL DISTURBED AREAS SHALL BE SEEDED WITH SEED MIX AT THE SPECIFIED RATE, PRIOR M MULCW ND.
DEPTH VARIES - PROVIDE MINIMUM
OF 12". SLOPE TOWARDS EXISTING
BERM AS NECESSARY TO MAINTAIN DRAINAGE STRUCTURE AND MATCH
19" DEPTH AND 0.010 FT I FT MIN. EXISTING SWALE
SLOPE IN DITCH 18"
ORIGINAL
GROUND ORIGINAL
_-[` 1---- ----T GROUND
`ORIGINAL
GROUND 21 PROVIDE 4" TOPSOIL
AND GRASS COVER
TYPICAL GRASS SWALE
NTS
WATER PIPING SPECIFICATIONS
INSTALLATION -PIPES, FITTNGS, AND ACCESSORIES SHALL BE CAREFULLY HANDLEDTO AVOID DAMAGE. PRIOR TO
THE DATE OF ACCEPTANCE OF THE PROJECT WORK BY THE OWNER, THE CONTRACTOR SHALL REPLACE ANY NEW PIPE
ORACCESSORV FOUND TO BE DEFECTIVE AT ANYTIME, INCLUDW AFTER INSTALLATION, AT NO EXPENSE TO THE
OWNER. ALL INSTALLATION AND TESTING SHALL BE DONE IN ACCORDANCE WITH AMA STANDARD CAW AND ANSI
SPECIFICATION A21.11. ALL PIPES SHOWING CRACKS SHALL BE REJECTED. IF CRACKS OCCUR IN THE PIPE. THE
CONTRACTOR MAY, AT HIS OWN EXPENSE AND WITH THE APPROVAL OF THE ENGINEER, CUT OFF THE CRACKED
PORTONSAT A POINTAT LEAST TWELVE INCHES (12-) FROM THE VISIBLE LIMITS OF THE CRACKAND USE THE SOUND
PORTION OF THE PIPE. ALL PIPES AND FITTINGS SHALL BE CLEARED OF ALL FOREIGN MATTER AND DEBRIS PRIOR TO
INSTALLATION AND SHALL BE KEPT MEAN UNTIL THE TIME OF ACCEPTANCE BY THE OWNER. AT ALL TIMES, MEN THE
PIPE LAYING IS NOT ACTUALLY IN PROGRESS, THE OPEN ENDS OF MHE PIPE SHALL M HOSED BY TEMPORARY
WATERTIGHT PLUGS OR BY OTHER APPROVED MEANS. IF WATER IS IN THE TRENCH WHEN WORK IS RESUMED, THE
PLUG SHALL NOT BE REMOVED UNTIL ALL DANGER OF WATER ENTERING THE PIPE HAS PASSED. THE PIPE SHALL BE
INSTALL EDINTRENCHESANDATTHEUNEANDGRADESHOWTJONTHECONTACTg WINGS.ANYDEFLECTION
JOINTS SHALL M WITHIN THE LIMITS SPEARED BY THE WNUFACTLMER. ALLPIPING ANDAPPURTENANCES
CONNECTED TO THE EQUIPMENT SHALL BE SUPPORTED SO THAT NO STAIN WILL BE IMPOSED ON THE EQUIPMENT. IF
THE EQUIPMENT MANUFACTURERS SPECIFICATIONS INCLUDE THAT PIPING LOADS ARE NOT M BE TRANSFERRED, THE
CONTRACTOR SHALL SUBMIT CERTIFICATION OF COMPLIANCE. WHENEVER SEWERS GROSS UNDER WATERMAINS THE
WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM CA TIE MMRW N IS AT LEAST 181NCHES
ABOVE THE TOP OF THE SEWER. THIS VERTICAL SEPARATION SHALL BE MAINTAINED FOR THAT PORTION OF THE
WATER WIN LDCATEDWITHIN TEN FEET (10)HORIZONTALLYOFANYSEWERITCROSSES. THERESHALLBEW
PHYSICALCONNECTION BETWEEN THE DISTRIBUTION SYSTEM AND ANY PIPES, PUMPS, HYDRANTS, OR TANKS WHICH
ARE SUPPLIED OR MAY BE SUPPLIED WTH WATER THAT IS, OR MAY BE, CONTA INATED. IN INSTANCES WHERE THE
USE OF DIFFERENT TYPES OF PIPE REQUIRE JOINING, THE CONTACTOR SHALL FURNISH AND INSTALLALL
NECESSARY ADAPTERS. AU -TRENCHING SAFETY STANDARDS SHALL BE IN CONFORMANCE WITH ALL APPUCABLE
STATE AND FEDERAL GUIDELINES ANDAS SPECIFIED ON THE PLANS. TIE CONTACTOR SHALL, AT ALL TIMES, KEEP
THE TRENCHES ENTIRELY FREE OF WATER UNTIL ALL WORK IS FINISHED AND READY FOR BACKFI W NG. AFTER TE
VARIOUS PIPELINES HAVE BEEN INSTALLED, THE TRENCHES AND OTHER AREAS TO BE RUED SHALL BE BACKFIRED
TOSUBG RADE WITH WHEREVER POSSIBLE MATERIALEXCAVATEDFROM THE TRENCH, NOBACKFlWN INUBE
ALLOWEDANTI LAW CONCRETE MASONRY HAS SET SUFFICIENTLY Ab DETERMINED BY THE ENGINEER. ALL MATERIAL
SHALLB FREE INROOTS STUMPS AND STONES
MATERIALS USEDFOR NE AND ONIGTRENCHES
FOR BACKFIWND E
SILL BE FREE OF STONES WEIGHING OVER 30 POlMDS. NOSTFN T(1)OFU E OVERONEINCHES 1
MC IN THE LONGEST DIMENSION SHALL I- PLACED WITHIN ONE FOOT (1) OF THE PIPELINE BEING BAGKFILLED.
COMPALL FOR ALL T LESS T SHALL BE PLACED IN SIX INCH (By LAYERS EACH LAYER BEING THOROUGHLY
COMPACTEDTONOTLESSTHAN95PERCENTOFMAXIMUMDIRY EN IN AS DETERMINED BY THE MSM -B8
STANDARD PROCTOR. ORMWLAR PRECAUTIONS SHALL O TAKEN T THE THE MC NT L SHAU-RACTION OF THE
BACKEVEN .L LLMT RUNES ERNOT BE
LE WITH
RIPE MINIMUM
CTl1RE. PTHOFKFlLLbHALLBE SEXCAV UP
EXCAVATED
EVENLY. ALLWATER LINES SHALLBE INSTALLED WTHA OFIN A COVERDEPTHFA SIX Y SURPLUSEXCAVATED
MATERIALS NOT USED FOR BACKFILL SHALL BE DISPOSED OF IN A MANNER SATISFACTORY TO THE ENGINEER. ALL
SURPLUS MATERIAL OR SPOIL SHALL BE REMOVED PROMPTLY AND DISPOSED OF SO AS NOT TO BE OBJECTIONABLE
TO ABUTTERS OR TO THE GENERAL PUBLIC.
VALVEBOXESARETOBEINSTALLEDONAUSURIEDVALVES. THE BOXES SHALL BE CASTIRONWITHA MINIMUM FIVE
AND ONE -FOURTHS INCH (S 114-) DIAMETER AND LONG ENOUGH TO EXTEND FROM THE VALVE TO FINISHED GADS.
THE BOXES SHALL ENCLOSE THE OPERATING NUTAND STUFFING SOX OF THE VALVE. VALVE BOXES SHALL NOT
TRANSFER LOADS INTO THE VALVE. COVERS SHALL BE CLOSE FITTING AND DIRT-TGHTWTH THE TOP OF THE COVER
FLUSH WITH THE TOP OF THE BOX RIM. COVERS SHALL SE MARKED WATER" WITHAN ARROW INDICATING THE
DIRECTION OF OPENING. VALVE BOXES SHALL BE THREE PIECE SLIP -TYPE. THE CONTRACTOR SHALL PROVIDE A
STABLE, TEMPORARY PVC MARKER APPROVED BY THE ENGINEER AT ALLGATE VALVES, WRB STOPS AMAT THE END
OF WATERLINES M A POINT SIX INCHES RI-) ABOVE FINISH MADE. THE MARKER SHALL BE SEATED SECURELY INTO
THE GROUND.
LOAMY SAND
S. FIELD TESTING -EXCEPT AS OTHERWISE DIRECTED, ALL PIPELINES SHALL BE TESTED. PIPEUNES LAID IN EXCAVATION
OR BEDDED IN CONCRETE SHALL BE TESTED PRIOR TO BACKFILLINLG OR THE PLACING OF CONCRETE, AND ANY
EXPOSED PIPING SHALL BE TESTED PRIOR TO FIELD PAINTING. THE CONTRACTOR SHALL FURNISH ALL GAUGES,
TESTING PLUGS, CAPS, AND ALL OTHER NECESSARY EOLIIPMENT AND LABOR TO PERFORM LEAKAGE AND PRESSURE
TESTINSECTIONS OF AN APPROVED LENGTH. EACHVALVEDSECTONORAMAXIMUMOFONETHOUB MHET(1,Ow)
OF THE PIPE S WILL SE TESTED. ALL WATER REQUIRED FOR TESTING SHALL BE POTABLE. ALL TESTING SHALL SE
CONDUCTED IN THE PRESENCE OF THE ENGINEER. FOR THE PRESSURE TEST, THE CONTRACTOR SHALL DEVELOP
AND MAINTAIN 2XI POUNDS PER SQUARE INCH FOR TWO HOURS. FAILURE TO WILD THE DESIGNATED PRESSURE FOR
THE TWDJIOUR PERIOD CONSTITUTES A FAILURE OF THE SECTION TESTED. THE LEAKAGE TEST SHALL SE
PERFORMED CONCURRENTLY WITH THE PRESSURE TEST, WRING THE TEST. THE CONTRACTOR SWILL MEASURE THE
QUANTITY OF WATER RECUIRED TO MAINTAIN THE TEST PRESSURE. LEAKAGE SHALL NOT EXCEED THE QUANTITY
GIVEN BY:
L • SO (SQUARE ROOT OF P) I1M,=
WHERE: L • LEAKAGE IN GALLONSMOUR
b • LENGTH OF PIPEUNE TESTED
D • DIAMETEROF RMININCHES
P = AVERAGE TEST PRESSURE IN PSI
ALLTESTINGSHALLBE CONDI MOINACCORDANCEWITHAWWAC LATESTREVISION.SHOUDAWSECTIONOF
THE PIPE FAIL EITHER THE PRESSURE OR LEAKAGE TESTS, THE CONTRACTOR SHALL DO EVERYTHING NECESSARY TO
LOCATE AND REPAIR OR REPLACE THE DEFECTIVE PIPE, FITTINGS, OR JOINTS AT NO EXPENSE TO THE OWNER.
C. DISINFECTION- CHLORINATION OF THE NEW SERVICE SHALL BE CONDUCTED ONLY AFTER THE SERVICE HAS BEEN
FLUSHED AND A CLEAR STREAM IS OBTAINED AS DETERMINED BY THE ENGINEER. THECONTACTORSHALLFURNISH
ALL LABOR, EQUIPMENT, MATERIALS, AND TOOLS NECESSARY TO DISINFECT THE PIPE AND APPURTENANCES IN
ACCORDANCE WITH THE AMA STANDARD FOR DISINFECTING WATERLANS. CA.51. WITH THE EXCEPTION OF THE
TABLET METHOD, THE METHOD DI
SINFECTION SHALL BE BY THE CONNNWUS FEED METHOD UNLESS OTERVASE
APPROVED THE ENGINEER. AFTER E PIPE ADDITION FLUSHING, AND THE OF CHLORINE SOLUTION, THE FREE
CHLORINE WITHIN CONCENTRATION WITTHE PIPE SHALL BE AT LEAST 25 MGIL. THE CHLORINATED WATER SHALL REMAIN
IN THE MAIN FOR A PERIODA AT LEAST 24 HOURS. AT THE END OF THIS PERIOD, THE TREATED WATER IN ALL
PORTIONS OF THE MAIN SHALL NOT HAVE A RESIDUAL OF LESS THAN 10 E DI I F FREE CHLORINE. ALL DISINFECTION
SHAUSE TABLE ONLYA UNDERTHE AMPLESEF WATER FTHEONT ENGINEER.THEDINFECTD M PROCESS SHALLREDEEMED
ACCEPTABLE ONLY AFTER ESAMPLES O WATER FROM THEFDASHED,DISINFECTEDMAIN TAKEN BYTHE ENGINEER
AND TESTED ATAN HAAPPROVED !LABORATORY SHOW NO 415i REVISION.
DISINFECTION SHALL CONFORM THE LATEST CONDITION
TILFREVISION. THEPIPELINEACTION SHALL
WHEBE ATA NED INMERE
AN REQUIRED
NOPENSE TO
UNTIL ER UNTIL FINAL CE. DISINFECTION THE OWNER.
BE REPEATED
WHEN AND WHERE REQUIRED AT N10 EXPENSE TO THE OWNER UNTIL FIMLACCEPTANCE BY THE OWNER.
D. FROSTPROTECTON OF SHALIDWWATERUNES-WATERLINES WITH LESS THAN SIX MET(6)OF OOVEROVERTHE
CROWN, OR WHERE INDICATED ON THE PLANS, SHALL BE PROTECTED AGAINST FREEZING BY INSTALLATION OF THREE
INCH (JAI THICK STYROFOAM SM INSULATING SHEETS WITH A TOTAL WIDTH OF FOUR FEET (4) OR NICE THE PIPE
DIAMETER, WHICHEVER IS GREATER. THE SHEETS SHALL BE PLACED SIX INCHES (6) ABOVE THE ORGAN OF THE MAIN
AFTER COMPACTION OF THE SIX INCH (6) LIFT IMMEDIATELY ABOVE THE CROWN. CARE SHALL BE EXERCISED BY THE
CONTACTOR DURING BACKFILL AND COMPACTION OVER THE STYROFOAM SHEETS M PREVENT DAMAGE TO THE
SHEETS. STYROFOAM SM SHEETS SHALL MEET THE COMPRESSIVE STRENGTH REQUIREMENTS OF ASTM DIU1."AND
SHALL BE AS MANUFACTURED BY DOW CHEMICAL COMPANY, MIDLAND, MNGAN, CIOR EQUIVALENT. IN NO CASE SHALL
THE WATERLINES HAVE LESS THAN FOUR FEET (4) OF COVER OVER THE TOP OF THE PIPE.
STAKES TO bE
DRIVEN MIN. 12"
INTO GROUND
NOTES
1) USE ONLY MANUAL METHODS OF INSTALLATION AND CLEANING WITHIN WETLAND AND BUFFERZONE.
2) PRIOR TO BEGINNING OF CONSTRUCTION OR EARTHMOVING, THE CONTRACTOR SHALL INSTALLA
CONTINUOUS SILT FENCE AT THE UNIT OF DISTURBANCE SHOWN ON THE SITE PLAN.
3) FROZEN MATERIAL SHALL NOT BE USED TO KEY IN THE BOTTOM OF THE SILT FENCE. IF NECESSARY,
GRANULAR BORROW SHALL BE USED BY THE CONTRACTOR TO KEY IN THE SILT FENCE RATHER THAN
FROZEN NATIVE MATERIAL.
4) THE CONTRACTOR SHALL INSTALL SILT FEWE AROUND THE PERIMETER OF TOPSOIL STOCKPILES AND
AT OTHER LOCATIONS AS NEEDED,
TEMPORARY SILT FENCE
NTS
SET CURB BOX JUST INSIDE R O W
FLUSH WITH FINISH GRADE
MINIMUM SIP
PE MUSING
GOOSENECK
W SELECT FILL
AROUNDCOPPER
TUBING
SIP CORPORATION
PROPERTY LINE
OPERATING RODISTAINLESS STEEL
ERIE CURB BOX
1r CURB STOP
TEM-11 PLUG
4NW,1 W SOLID CONCRETE BLOCK
PLACED ON UNDISTURBED EARTH
INDIVIDUAL UNIT WATER SERVICE DETAIL
NTS
SEPARATION GREATER THAN 1T. CENTER ONE
SECTION OF SEWER PIPE ON WATER PIPE AND
ASE ENDSINCONCRETETYPICAL8"THICKtYEACHOF
JOINTqLE
MIN."
NEW WATERUNE
CEWER ONE LENGTH OF PIPE
CATCHBASIN
MAINTAIN
UNDER SEWER
OR MANHOLE
MINIMUMS
HORIZONTAL
SEPARATION
FROM ALL
CENTER ONE LENGTH OF PIPE
STRUCTURES
OVER SEVER
NEWWATERLINE
18'MIN.'
PROVIDE CRUSHED STONE BETWEEN SEWER
AND WATER PIPES TO PROVIDE STRUCTURAL
SUPPORT FOR WATER LINE.
BACKFILLWITHAPPROVED
EXCAVATEOMATERIAL
THOROUGHLY COMPACTED
N W LIFTS
TFE SIDES OF TRENCHES
4 FT. OR MORE IN DEPTH
ENTERED BY PERSONNEL
SHALL SE SHEETEDOR
SLOPED TO THE ANGLE
OF REPOSE
VERTICAL SEPARATION AT CROSSINGS:
SEWERS CROSSING WATER MAINS SHALL BE LAID BENEATH THE WATER MAIN
WITH AT LEAST 1W VERTICAL CLEARANCE BETWEEN THE OUTSIDE OF THE
SEWERAW THE OUTSIDE OF THE WATER MAIN. WHEN IT IS IMPOSSIBLE OR
IMPRACTICAL TO MAINTAIN THE 16 VERTICAL SEPARATION OR WHERE THE
SEWER MUST BE LAID ABOVE THE WATER MAIN, THE FOLLOWING CRITERIA
APPLY:
(A) THE CROSSINGS SHALL BE ARRANGED SO THAT ONE FULL LENGTH OF
SEVER IS CENTERED ABOVE OR BELOW THE WATER LINE WITH SEWER JOINTS
AS FAR AS POSSIBLE FROM WATER JOINTS;
(B) THE SEWER PIPE MUST BE CONSTRUCTED TO WATER MAIN STANDARDS
FOR A MINIMUM DISTANCE OF 20 FEET EITHER SIDE OF THE CROSSING OR A
TOTAL OF THREE PIPE LENGTHS, WHICHEVER IS GREATER;
(C) THE SECTION CONSTRUCTED TO WATER MAIN STANDARDS MUST BE
PRESSURE TESTEDTOMAINTAINWPSI FOR 15MINUTESWTF UTLEAKAGE
PRIOR TO SACKFILUNG BEYOND ONE FOOT ABOVE THE PIPE, TO ASSURE
WATERTIGHTNESS:
(D) WHERE A WATER MAIN CROSSES UNDER A SEWER, ADEQUATE
STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT
DAMAGE M THE WATER MAIN.
SEWER / WATER SEPARATION DETAIL FOR CROSSINGS
NTS
APPROVED ROCK FREE BACKFILL
GHLYCOMPACTED INS"
LIFTS (
LIFTS (NO STONES LARGER THAN 1
12" DIAMETER)
fY
APPROVEDCLEANSAND
UNDISTURBED SOIL
IF COVER IS LESS THAN 6
PLACE 3" THICK INSULATED
BOARD WHICH IS SUITABLE
FOR SURAL OVER PIPE. IN
NO CASE SHALL THE PIPE
HAVE LESS THAN 4 la OF
Il ay COVEROVERTHECROWN
TYPICAL WATER TRENCH
NTS
WATER PIPE
THEM TACTORSHALL AT
ALL TIMES KEEP THE TRENCHES
ENTIRELY FREE OF WATER
UNTIL ALLWORK IS FINISHED
AND READY FOR BACKFlWNG
DEC 1 y 2015
City of So. Burlington
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DXF file created by LilePro 2.037 on 10/16/2015 7:05:06 AM
CALCULATION SUMMARY
AREA NAME DIMENSIONS GRID/TYPE # PTS SPAC GROUP AVE MAX MIN MAX/MIN AVE/MIN
New Area 276 60x166 20Ft New Grid / H-H 604 5.00 <+> 0.59 13.97 0.00 11 N/A I NIA
Brown Estates 14015
LUMINAIRE SCHEDULE
TYP
SYMBOL
I DESCRIPTION
LAMP
LUMENS
MOUNTING HEIGHT
OTY
RAB LIGHTING, I
2RAB
B
(2) "2" BULLET12N
(60)
841
10'
LIGHTING, I
FO�85
4RAB
C
(
(1)"3"SLIM12
(1)
1535
9'
LIGHTING -
"4"
4
D(1)
WPLED5
(1)
202
8'
RAB LIGHTING,
E
p
(1)"5" DLED6R12YY
(30)
676
7'
0.85
5
AREA SUMMARY SCHEDULE
AREA NAME
1/0
DIMENSIONS
LUMS / <ASMS>
WATTS / SQ F
QTY
New Area
OUT
2711,15W 66.2011
>(2)
0.00
1
�<B
<C > (4)
<D > (4)
<E > 5
0.10
010
oto
Ao
0.10
do 010 oto
�o oto
t0 010
o. 0 Ao
oto
t oto
W-M
DEC 11 2015
City of So. Burlington
®l
RECEIVED
DEC 1 y 2015
City of so. Budington
19
III
I
WEST ELEVATION
SOUTH ELEVATION
I
B
92
EAST ELEVATION
STREET VIEW
City of So. Burlington
1 r_t' r—Alr%
RICK
MARCOTTE
CENTRAL
SCHOOL
PROJECT
SITE
N
W 5 E
LOCATION PLAN
NTS
1 O
1" IPF
0.1' AG
.5" IPF gg�84
0.3' A
S 84"23'04" W
SONRISE
PARTNERSHIP, LLP
N/F
VOL. 767, PG. 327
CHANG MING & MAN
I YONG JIANG
N/F
VOL. 1005, PG 342
AIll071-1
.5" IPF
.1' AG —
O
U _ _—_ s—— ---y—-
JAMES R. FULLER
AND JANELLE
GILBERT-FULLER
N/F
VOL 391, PG. 125
GRAPHIC SCALE
20 0 10 20 40 80
( IN FEET )
I inch = 20 Pt.
m
mm
1.51 IPF
0.4' BG
W_—
_S_ —
N
pIo
m'
— PROJECT BOUNDARY
ABUTTING PROPERTY LINE
PF
� IRON PIPE FOUND
PS
� IRON PIPE SET
N/F NOW OR FORMERLY
A,E&T--- UNDERGROUND ELECTRIC,
TELEPHONE AND CABLE SERVICE
- -- -- -- — -W — WATER SERVICE
- — — -S — — SEWER SERVICE
e e e a WOOD STOCKADE FENCE
e e e e VINYL STOCKADE FENCE
AG ABOVE GRADE
BG BELOW GRADE
0
r
JOHN L. WOLFF, III
NOTES:
oII
VOLE 4,PG.733
1. THIS PLAT WAS COMPILED FROM FIELD SURVEYS AND RECORD RESEARCH
66
INCLUDING THE USE OF THE FOLLOWING PLATS:
A"PLAT OF SURVEY OF LANDS OF POMERLEAU REAL ESTATE COMPANY.
SOUTH BURUNGTON VERMONT." BY FITZPATRICK-LLEWELLYN INC., DATED
JAN., 1987, AS RECORDED IN SLIDE 198 OF THE CITY OF SOUTH BURLINGTON
LAND RECORDS.
_ I
_
- B. "PLAN OF PROPERTY OF ERNEST LEBLANC, HINESBURG ROAD, SOUTH
= °'
�-
BURLINGTON, VERMONT" BY ARTHUR W. HOAG, LAND SURVEYOR.
\
--mrrr111
z �I
_
BURLINGTON, VERMONT. DATED MAY 27 1947, AS RECORDED IN SLIDE 4 OF
THE CITY OF SOUTH BURLINGTON LAND RECORDS.
Ym
O
FC.
"PLAN OF PROPERTY OF WM. & GRETA G. WARD. SO. BURLINGTON,
7- W I
VERMONT." BY ARTHUR W. HOAG & ASSOCIATES. DATED MAY, 1949, AS
1
4 C
RECORDED IN SLIDE 73 OF THE CITY OF SOUTH BURLINGTON LAND
�
-^
RECORDS. ,
o
u
-r'1
C
D. "PLAN OF PROPERTY OF LAWRENCE G. & GERALDINE . MENARD.
L
� I
HINESBURG ROAD, SOUTH BURLINGTON, VERMONT." BY HOAG, STONE &
O AE&T
ASSOCIATES. DATED DECEMBER 1946, AS RECORDED IN SLIDE 3 OF THE
CITY OF SOUTH BURLINGTON LAND RECORDS.
I
HUEN YUN POON
E.'VTRANS PROJECT RS-140" DATED 1933 ON FILE AT THE DISTRICT 5 OFFICE
CF) N
N/F
J
VOL. 7113, PG, 140
2, BEARINGS SHOWN ON THIS SURVEY ARE BASED ON GPS OBSERVATIONS
RECORDED IN FEBRUARY, 2014,
3. THIS PROPERTY MAY BE SUBJECT TO OTHER EASEMENTS AND/OR
RIGHTS -OF -WAY.
4. A CLOSED TRAVERSE SURVEY WAS COMPLETED IN FEBRUARY, 2014. THE
METHODS AND THE RESULTING ERROR OF CLOSURE MEET OR EXCEED THE
Y I
MINIMUM PRECISION REQUIREMENTS FOR URBAN SURVEYS.
5. MONUMENTATION FOUND IS AS NOTED ON PLAN. IRON PIPES SET ARE 1"
'S .1 BG�
-t
x
i
DIAMETER MATH A PLASTIC CAP.
m
Z I
6. THE RIGHT-OF-WAY WIDTH FOR HINESBURG ROAD OF 66 IS BASED ON THE
O
ABOVE REFERENCED PLANS.
I
o
I P
I
I I
I
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
6
1403. DATED THIS _ DAY OF _, 2015
LANDOWNER
BROWN ESTATES, U.C.
57 HINESBURG ROAD
SOUTH BURLINGTON, VT 05403
DEED REFERENCE: VOL. 1202, PAGE 311
AREA: 0.37 ACRE
CITY CLERK'S OFFICE
CITY OF SOUTH BURLINGTON, VT. , 2015
RECEIVED FOR RECORD AT O'CLOCK _ M., AND
RECORDED IN SLIDE#
ATTEST: CITY CLERK
LANDS OF
PHOJtGI NO
BROWN
S40
SURVV EY
ESTATES, LLC.
KMR
DEESISI GN
57 HINESBURG ROAD, SOUTH BURLINGTON, VT
-
DRAWN
DLH
BOUNDARY
CHECKED
DLH/DJG
SURVEY
DATE
9-8-2015
SCALE
LAMOUREUX & DICKINSON
AS NOTED
SHT. NO.
Consulting Engineers, Inc.
14 Morse Drive
Essex i—tio4 VT 05452
P L
Te1:802-57&4450
City of So, Burlington
1
south
PLANNING & ZONING
May 4, 2016
Leon Brown
Brown Estates, LLC
15 Ruth Street
So. Burlington, VT 05403
Re: Approval Extension — 57 Hinesburg Road - #SD-15-46
Dear Mr. Brown:
Please be advised that the So. Burlington Development Review Board at its May 3, 2016
meeting approved your request of April 25, 2016 for a three (3) month extension to the time
limit by which you must obtain a zoning permit. You now have until November 4, 2016 to
obtain a zoning permit for this project.
Should you have any questions, please feel free to contact me.
Since ely
R /yy nd 1. Belai
Administrative Officer
575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com
r
04.25.2016
To: Ray Blair
City of South Burlington
575 Dorset Street
South Burlington, VT 05403
From: Leon & Jane Brown
15 Ruth Street
South Burlington, VT 05403
P: 802-598-8844
Re: Finding of Fact and Decision; Dated: 02.04.201E
Requesting Extension of Timeline
57 Hinesburg Road, South Burlington, VT 05403
Mr. Ray Blair,
Brown Estates, LLC., Leon & Jane Brown, 15 Ruth Street, South Burlington, VT 05403, is
requesting an extension of three (3) calendar months beyond the initial allowable six (6)
calendar months' date of; (08.04.2016). The new revised calendar months' date of; (11.4.2016)
will be the new revised aforesaid date.
This; allowing time responding back to the Finding of Fact and Decision, and allow City of South
Burlington Fire Department, and local area Fire Department use the dwelling / property located
at 57 Hinesburg Road, South Burlington, VT 05403, for Fire Training Education.
Leon & Jane Brown is pleased donating a brief timeline period for the dwelling / property
located at 57 Hinesburg Road, South Burlington for the purposes of Fire Training Education.
Res
Leon Bfown
City Government Official; By signing this letter below, permits Brown Estates LLC., Leon & Jane
Brown their request of Extension of Timeline revised date of; (11.4.2016)
Date:
Date:
in
PLANNING & ZONING
February 5, 2016
Doug Henson — Lamoureux & Dickinson
14 Morse Drive
Essex, VT 05452
Re: Final Plat Approval #SD-15-46
Dear Mr. Henson:
Enclosed, please find a copy of the Findings of Fact and Decision of the Development
Review Board on the above referenced project, the hearing for which was closed on
January 19, 2016 (effective 2/04/16). Please note the conditions of approval, including
that the final plat plans must be recorded in the land records (in mylar format) within
180 days (must be submitted to me in time for recording along with a $15
recording fee by August 2, 2016) or this approval is null and void.
If you have any questions, please contact me.
Sincerel
4
ay and PJ'5elair
Administrative Officer
Encl.
CERTIFIED MAIL- RETURN RECEIPT: 7015 0640 0007 8199 3488
575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101
www.sburi.com
APPLICATION FOR SUBDIVISION PLAT REVIEW
❑PreliminaryFinal
PUD Being Requested? ❑✓ Yes ❑No
All information requested on this application must be completed in full. Failure to provide the requested
information either on this application form or on the plans will result in your application being rejected
and a delay in the review before the Development Review Board.
1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #)
_Brown Estates, LLC
15 Ruth Street, South Burlington, 05403, 598-8844
2. LOCATION OF LAST RECORDED DEED (Book and page #) Bk 1202, page 311
3. APPLICANT (Name, mailing address, phone and fax#) Leon Brown, 15 Ruth Street
South Burlington, VT 05403, 598-8844
4076 Shelburne Road, Suite 6 Shelburne, VT 05482
4. CONTACT PERSON (Name, mailing address, phone and fax #)
Doug Henson - Lamoureux & Dickinson
14 Morse Drive Essex, VT 05452 878-4450 phone 878-3135 fax
a. Contact email address: dough@LDengineering.com
5. PROJECT STREET ADDRESS: 57 Hinesburg Road
6. TAX PARCEL ID # (can be obtained at Assessor's Office) 0860-00057
575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com
7. PROJECT DESCRIPTION
General Project Description (describe what you are proposing): T
The existing dwelling, garage and drive will be removed, and a new 4-unit
residential building is proposed, as well as associated site and utility
iimprovements.
b. Existing Uses on Property (including description and size of each separate use):
An existing single family dwelling is approximately 775 sf. The existing garage
is approximately 490 s.f.
c. Proposed Uses on property (include description and size of each new use and existing uses to
remain): The proposed new 4-unit residential building will be approximately
5,570 s.f. The proposed new driveway will be approximately 5,000 s.f.
d. Total building square footage on property (proposed buildings and existing buildings to remain):
The proposed new 4-unit residential building will be approximately 5,570 s.f.
e. Height of building & number of floors (proposed buildings and existing buildings to remain,
specify if basement and mezzanine): The proposed new 4-unit residential building is
2 stories. the new building will be 38 feet tall.
f. Number of residential units (if applicable, new units and existing units to remain):
4 residential units are proposed.
g. Number of employees (existing and proposed, note office versus non -office employees):
As a residential project, there will be no employees.
h. Other (list any other information pertinent to this application not specifically requested above,
please note if Overlay Districts are applicable):
The project is located in the Traffic Overlay District.
i. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc.
There are no chenges to any property lines proposed. The number of
residential units will increase from one to four.
Subdivision Application Form. Rev. 12-2011
8. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed)
a. Size of Parcel: 16,025
(acres /sq. ft.)
b. Building Coverage:
Existing 1,265 square feet 8 %
Proposed 5,570 square feet 35
c. Overall Coverage (building, parking, outside storage, etc):
Existing 3,680 square feet 23 %
Proposed 10,570 square feet 66
d. Front Yard Coverage(s) (commercial projects only):
Existing square feet %
Proposed square feet %
9. WETLAND INFORMATION
a. Are there any wetlands (Class I, II, or III) on the subject property?
❑ Yes ❑✓ No
b. If yes, is the proposed development encroaching into any of these wetlands
associated 50' buffers (describe)
c. If yes, please submit the following with this application:
1. A site specific wetland delineation of the entire property or a written statement that the applicant is
relying on the City's wetland map.
2. Response to the criteria outlined in Section 12.02(E) of the Land Development Regulations
(applicant is strongly encouraged to have a wetland expert respond to these criteria)
10. AREA DISTURBED DURING CONSTRUCTION: 16,025 SQ. FT. *
*Projects disturbing more than one (1) acre of land must follow the City's specifications for erosion
control in Article 16 of the Land Development Regulations. Projects disturbing more than one (1)
acre require a permit from the Vermont Department of Environmental Conservation.
3 Subdivision Application Form. Rev. 12-2011
11. COST ESTIMATES
a. Building (including interior renovations): $ 500,760
b. Landscaping: $12,790
(Please submit itemized list of landscaping proposed)
c. Other site improvements (please list with cost) parking/utilities = $ 100,000
12. ESTIMATED TRAFFIC
a. P.M. Peak hour for entire property (in and out)
2 peak hour trips (residential)
13. PEAK HOURS OF OPERATION: 7:30 - 8:30 AM & 4:30 - 5:30 PM
14. PEAK DAYS OF OPERATION: Monday - Frida
15. ESTIMATED PROJECT COMPLETION DATE: Spring 2017
16. PLANS AND FEE
Plat plans shall be submitted which shows the information required by the City's Land Development
Regulations. Five (5) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format)
copy of the plans must be submitted. A subdivision application fee shall be paid to the City at the time
of submittin%g the application. See the City fee schedule for etails. I
'/�/&
NOTE: NOTi1CAT'10/'Zcof ADJOINING PROPERTY OWNERS: Notification of adjoining
property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington G
Land Development Regulations, is the responsibility of the applicant. After deeming an application
complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public
hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the
City prior to the start of any public hearing.
Subdivision Application Form. Rev. 12-2011
I
I hereby certify that all the information requested as part of this application has been submitted and is
accurate to the best of my knowledge. /',
S!WTURE OF APPLICANT
PROPERTY OWNER
Do not write below this line
DATE OF SUBMISSION: I /�
iOro
PRINT NAME
I have reviewed this preliminary plat application and find it to be:
Complete FlIncomplete
Administrative Ofticer ate
The applicant or perm ittee retains the obligation to identify, apply for, and obtain relevant state permits
for this project. Call (802) 879-5676 to speak with the regional Permit Specialist.
5 Subdivision Application Form. Rev. 12-2011
.v®`�VERMONT
State of Vermont
Department of Environmental Conservation
Agency of Natural Resources
Drinking Water and Groundwater Protection Division
WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT
LAWS/REGULATIONS INVOLVED
10 V.S.A. Chapter 64, Potable Water Supply and Wastewater System Permit
Wastewater System and Potable Water Supply Rules, Effective September 29, 2007
Chapter 21, Water Supply Rules, Effective December 1, 2010
Landowner(s): Brown Estates, LLC Permit Number: WW-4-458o
c/o Leon Brown PIN: EJ16-0006
15 Ruth Street
South Burlington VT 05403
This permit affects property identified as Town Tax Parcel ID * South Burlington: 21.o86o.57 referenced in a deed
recorded in Book 1202 Page(s) 311 of the Land Records in South Burlington, Vermont.
This project, consisting of the demolition of an existing four bedroom single family residence and the construction of a
four unit residential building, each unit with three bedrooms each, construction of new water and sewer services, served
by municipal water supply services and municipal wastewater disposal services located on 57 Hinesburg Road in South
Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following
conditions.
i. GENERAL
1.1 The project shall be completed as shown on the following plans and/or documents prepared by Douglas Goulette,
P.E. with the stamped plans listed as follows:
Sheet Number
Title
Plan Date
Plan Revision Date
1
Planned 4 Unit Development Site and Utilities Plan
6/23/2015
12/04/2015
4
Sanitary Sewer Details and Specifications
6/23/2015
12/04/2015
5
Stormwater and Water Details and Specifications
6/23/2015
12/04/2015
1.2 This permit does not relieve the landowner from obtaining all other approvals and permits PRIOR to construction
including, but not limited to, those that may be required from the Act 25o District Environmental Commission;
the Drinking Water and Groundwater Protection Division; the Watershed Management Division; the Division of
Fire Safety; the Vermont Department of Health; the Family Services Division; other State departments; or local
officials.
1.3 The conditions of this permit shall run with the land and will be binding upon and enforceable against the
landowner and all assigns and successors in interest. The landowner shall record and index this permit in the
South Burlington Land Records within thirty, (3o) days of issuance of this permit and prior to the conveyance of
any lot subject to the jurisdiction of this permit.
1.4 The landowner shall record and index all required installation certifications and other documents that are
required to be filed under these Rules or under a specific permit condition in the South Burlington Land Records
and ensure that copies of all certifications are sent to the Secretary.
1.5 No permit issued by the Secretary shall be valid for a substantially completed potable water supply and
wastewater system until the Secretary receives a signed and dated certification from a Vermont Licensed Designer
(or where allowed, the installer) that states:
"I hereby certify that, in the exercise of my reasonable professional judgment, the installation -related
information submitted is true and correct and the potable water supply and wastewater system were
installed in accordance with the permitted design and all the permit conditions, were inspected, were
properly tested, and have successfully met those performance tests",
or which otherwise satisfies the requirements of §1-3o8 and §1-911 of the referenced rules.
' 160.
Regional Offices — Montpelier/Essex Jct./Rutland/Springfield/St. Johnsbury
Wastewater System and Potable Water A, ?ly Permit
W W-4-4580 Page 2 of 3
1.6 This project is approved for the construction of a four unit residential structure on the. existing 0.37 acre lot.
Construction of additional nonexempt buildings, including commercial and residential buildings, is not allowed
without prior review and approval by. the Drinking Water and Groundwater Protection Division and such approval
will not be granted unless the proposal conforms to the applicable laws and regulations. No construction is
allowed that will cause non-compliance with an existing permit.
1.7 Each purchaser of any portion of the project shall be shown a copy of the Wastewater System and Potable Water
Supply Permit and the stamped plan(s), if applicable, prior to conveyance of any portion of the project to that
purchaser.
1.8 By acceptance of this permit, the landowner agrees to allow representatives of the State of Vermont access to the
property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with the Vermont
environmental and health statutes and regulations, and permit conditions.
1.9 Any person aggrieved by this permit may appeal to the Environmental Court within 3o days of the date of
issuance of this permit in accordance with 10 V.S.A. Chapter 22o and the Vermont Rules of Environmental Court
Proceedings.
2MATER SUPPLY
2.1 The components of the potable water supply herein approved shall be routinely and reliably inspected during
construction by a Vermont Licensed Designer (or where allowed, the installer) who shall, upon completion and prior
to occupancy of the associated building, report in writing to the Drinking Water and Groundwater Protection
Division that the installation was accomplished in accordance with the referenced plans and permit conditions, as
specifically directed in Condition #1.5 herein.
2.2 This project is approved for connection to the water supply system owned by the City of South Burlington as
depicted on the plan(s) stamped by the Drinking Water and Groundwater Protection Division. The project is
approved for a maximum of 1620 gallons of water per day.
2.3 The landowner shall install and maintain backflow prevention devices that conform to Vermont Department of
Public Safety standards - and NFPA 13 for any connection of a sprinkler fire suppression system to a public
drinking water system.
2.4 This permit is based, in part, on a municipal approval for connection to their water distribution system. If the
municipal approval expires, this permit shall be invalid unless the municipality renews its approval. If the
municipality approval -expires, a new permit must be issued for the project. An updated application form and an
application fee will be required for the project. A new municipal approval letter shall be required. The rules in
effect at the time of the filing of the application for a new permit will be applied to the project.
.WASTEWATER DISPOSAL
3.1 The components of the sanitary wastewater system herein approved shall be routinely and reliably inspected during
construction by a Vermont Licensed Designer (or where allowed, the installer) who shall, upon completion and prior
to occupancy of the associated building, report in writing to the Drinking Water and Groundwater Protection
Division that the installation was accomplished in accordance with the referenced plans and permit conditions, as
specifically directed in Condition #1.5 herein.
3.2 This project is approved for connection to the City of South Burlington wastewater treatment facility as
depicted on the plan(s) stamped by the Drinking Water .and Groundwater Protection Division. The project is
approved for a maximum of 840 gallons of wastewater per day.
Wastewater System and Potable Water oly Permit l
WW-4-458o Page 3 Of
3.3 This permit is based, in part, on a municipal approval for connection to their wastewater treatment facility. If the
municipal approval expires, this permit shall be invalid unless the municipality renews its approval. If the
municipality approval expires, a new permit must be issued for the project. An updated application form and an
application fee will be required for the project. A new municipal approval letter shall be required if the project is
served by the municipal wastewater collection system. The rules in effect at the time of the filing of the
application for a new permit will be applied to the project.
Alyssa B. Schuren, Commissioner
Department of Environmental Conservation
By ►Ur`�`' Dated January 26, 2016
Jess, ne Wyman, Reg al Engineer
Essex Regional Office
Drinking Water and Groundwater Protection Division
cc South Burlington Planning Commission
Douglas Goulette
Department of Public Safety, Division of Fire Safety
Place your ad online! c lassifieds.burlingtonfri
Medicaid Public Notice - Hospice Rates January 2016
Summary:
apartment of Vermont Health Access (DVHA) is filing Vermont Medicaid State
.mendment (SPA) #16-001 to update hospice rates to include new payment
dologies. The first methodology change is to allow for a higher daily rate for
e Home Care provided in the first 60 days of hospice care, followed by a re -
daily rate for Routine Home Care provided after the first 60 days of hosppice
he second methodology change is -the creation of a Service Intensity Add -on
aygent for nursing (RN) or social work services provided in the last seven
F life. The SIA will allow up to 16 units of 15-minute increments per day for
t seven days of life. The rate to be paid for the SIA will equal the Continuous
Care hourly rate. This change is being made in order to align with Medicare
:ions.
re Date: January 1, 2016
ity/Legal Basis:
hanges are being made pursuant to 42 CFR §430.12(c)(1)(ii) under the Med-
ate Plan, which can be found here:
vha.vermont.gov/administration/state-plan,
Jon Affected:
lealth Agencies providing hospice care; Medicaid- beneficiaries receiving
care in the home.
ipact:
State Fiscal Year 2016 State Fiscal Year 2017
$18,941 $37,536
$22145 $44,636
$41:086 $82,172
omment Period:
er 31, 2015 — January 22, 2016
nments to:
dicaid Policy Unit
icane Lane
i, VT 05495
it via e-mail to AHS.Medicaid PolicvOvermont.gov, There is no public meet-
duled at this time. If one should be scheduled, that information can be
http://dvha.vermont.gov/ either through the calendar or listed under up-
wents. Comments received will be posted to the DVHA website by Febru-
16 (link below).
al Information:
t SPA provides additional details on the proposed changes; copies of the
can be requested from local Department for Children and Families (DCF)
from DVHA at (802) 355-8843, or can be found on the DVHA website:
1a.vermont.gov/global-commitment-to-health/global-commitment-
)roposed-policy-changes
r 31. 2015
Medicaid Public Notice
rtment of Vermont Health Access (DVHA) is filing Vermont Medicaid State
ndment (SPA) #16-009 to update the Vermont Medicaid Shared Savings
'VMSSP) for its third and final performance year. The VMSSP is an agree-
Neen Medicaid and provider organizations aimed to improve efficiency
ry of care delivery to Medicaid beneficiaries, as well as share in any sav-
d as a result of the providers' care delivery transformation activities. This
:s administrative language changges to Total Cost of Care calculations,
easurements and the benchmarking methodology to reflect that no
re being made from year two of the program to year three. It also up -
gram integrity language for years two and three to protect against
)ate: January 1, 2016
Legal Basis:
iges are being made pursuant to 42 CFR §430.12(c)(1)(ii) under the Med-
Plan, which can be found here:
i.vermon_t.gov/administration/state-Dlan-
Affected:
nd beneficiaries participating in and attributed to (respectively) the Ver-
caid Shared Savings Program
Legal Notices
Additional Information:
The draft SPA provides additional details on the proposed changes; copies of the
draft SPA can be requested from local Department for Children and Families (DCF)
offices or from DVHA at (802) 355-8843, or can be found on the DVHA website:
httpJ/dvha.vermont.00v/global-commitment-to-health/qlobal-commitment-
register-pMigg ed-Dol!cy-changes
December 31, 2015
PUBLIC HEARINCr"
SOUTH BURLINGTON DEVELOP-
MENT REVIEW BOARD
The South Burlington Development Re-
view Board will hold a public hearing
in the South Burlington City Hall Con-
ference Room, 575 Dorset Street, South
Burlington, Vermont on Tuesday Janu-
ary 19, 2016 at 7:00 P.M. to consider
the following:
Final plat application _#SD-15-46 of
Leon Brown for a planned unit devel-
opment on a 0.37 acre lot developed
with a single family dwelling. The proj-
ect consists of: 1) razing the existing
single family dwelling, and 2) con-
structing a four (4) unit multi -family
dwelling, 57 Hinesburg Road.
rim Barritt, Chair
South Burlington Development
Review Board
A copy of the application is available
for public inspection at the South
Burlington City Hall. Participation in
the local proceeding is a prerequisite
to the right to take any subsequent ap-
peal
December 31, 2015
Aqad�
"pewson
t
Lost
LOST - 14K Diamond Stud Earring.
Call 802-655-3967
Equipment
homegrown... = ��[ �i
i 1
LAYING HENS - $2 each. Laying very
well. Call or tex 802-989-4821
Great Buys
. •
neighborly deals...
Me
all your •
Domestic Pets
Australian Cattle Dogs (Blue
Heelers)- Puppies for sale. First shots.
$350. Call (802)888-7258.
Golden retriever puppies, 5 M 1
F, $450 each. Vet -checked, first
shots/dewormed. Ready to go Dec.
24th. Call 802-752-4398.
GREAT DANE PUPS- Magnificent
Gentle Giants. Fawns & Blacks. Gor-
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sold, black, female. Absoluely beauti-
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JACK RUSSELL TERRIER PUPS
list shots, Health Guar. Ready To Go!
$400. Call 802-895-4080
DWG
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BULLDOGGES, MALES AND FEMALES,
$1200, 6wks, brindle and white. Re-
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Special, registered, shots, wormed,
tails & dewclaws docked, vet checked.
Ready to go Dec. 20th. Pet friendly on-
ly. $300 deposit non refundable. Will
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Light Blue,$20 Call 802-316-6327
SNOW BLOWER 20in Bolens. $80.
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FIREWOOD - good dry hardwood.
$325 per cord. can deliver. Call 802-
393-7728 or 862-393-0272
SEASONED FIREWOOD -Cut split &
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$250 / cord (2.5 cord load) 868-9225
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Outdoor terrace, r'
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Private balconies
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ct: No Fiscal Impact
ment Period:December 31, 2015 — January 29, 2016
KENMORE WASHER DRYER SET,
Like new. Perfect condition inside out!
Comes with new hoses and warranty.
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(802)782-7355
CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE
I hereby certify that on this 30 day of Dec. , 2015 , a copy of the foregoing public
notice for Final Plat [type of application] # SD-15-46 [application number], was
sent by U.S. mail, postage prepaid to the owners of all properties adjoining the subject property
to development, without regard to any public right-of-way, and including the description of the
property and accompanying information provided by the City of South Burlington. I further
certify that this notification was provided to the following parties in accordance with 24 V.S.A.
§4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations:
List of recipients:
(full names and addresses)
Huen Yun Poon 60 Hinesburg, Rd, South Burlington, VT 05403
Sonrise Partnership c/o Unsworth Property Management, LLC
26 Railroad Ave., Essex Junction, VT 05452
Antonio B. Pomerleau 69 College Street, Burlington, VT 05401
Chang Ming & Xiang Jiang 55 Hinesburg, Rd., South Burlington, VT 05403
John L. Wolff, III 121 Holmes Rd., South Burlington, VT 05403
James R.& Janelle G-Fuller 61 Hinesburg, Rd, South Burlington, VT 05403
Dated at Essex [town/city], Vermont, this 30 day of December 2015
Printed Name: Doua Henson
Phone number and email: 802-878-4450„douah(a?Idenaineerinp.com
Signature:
Date: Z' .` z
Remit to: City of South Burlington
Department of Planning & Zoning
575 Dorset Street
South Burlington, VT 05403
South Burlington Sample Certificate of Service Form, Rev, 1-2012
400' VERMONT(
State of Vermont
Department of Environmental Conservation
Drinking Water and Groundwater Protection Division
Essex Regional Office
111 West Street
Essex Junction, VT 05452-4695
www.septie.vt.gov
December 22, 2015
Brown Estates, LLC
c/o Leon Brown
15 Ruth Street
South Burlington VT 05403
Agency of Natural Resources
[Phone] 802-879-5656
[fax] 802-879-3871
RE: WW-4-458o, replace existing four bedroom single family residence with a four unit residential building,
each unit with three bedrooms each located at 57 Hinesburg Road in South Burlington, Vermont.
Dear Applicant:
We received your completed application for the above -referenced project on December, 21, 2015, including a fee
of $870.00 paid by check #1077. Under the performance standards for this program, we, will have a maximum
Of 45 days of "in-house" time to review your application., If we require further information from you to make a
decision, the time until we receive it is not included in the in-house performance standards.
If you have any questions about the review process, or if you have not received a decision on your application
within the 45 in-house days, please contact this office.
We have forwarded the information contained in your application to the Information Specialist for this region.
A Project Review Sheet will be sent to you indicating other state agencies and departments you should contact
regarding additional permits or approvals you may need under their programs. If you have not already done so,
you should also check with town officials about any necessary town permits.
If you submitted your application electronically through eDEC, your consultant will need to
upload any revisions and send an email to Ernestine Chevrier and the reviewer notifying us that
you have resubmitted information. This email should reference both the eDEC number and the
WW number for the project.
For the Drinking Water and Groundwater Protection Division
r s
a
Ernestine Chevrier
Regional Office Coordinator
cc: South Burlington Planning Commission
Douglas Goulette
11
Regional Offices - Montpelier/F,ssex Jct./Rutland/Springfield/St. Johnsbury
ray
From:
Craig Lambert
Sent:
Wednesday, December 23, 2015 3:01 PM
To:
ray
Cc:
Justin Rabidoux
Ray,
The landscape plans for Brown Estates on Hinesburg Rd are OK.
Craig Lambert
South Burlington City Arborist
104 Landfill Rd
South Burlington, VT 05403
Ph: 802-658-7961
Fax: 802-658-7976
email: clam bert(a)_sbu rl. com
Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of
documents received or prepared for use in matters concerning City business, concerning a City official or
staff, or containing information relating to City business are likely to be regarded as public records which
may be inspected by any person upon request, unless otherwise made confidential by law. If you have
received this message in error, please notify us immediately by return email. Thank you for your
cooperation.
The Stormwater Section has reviewed the "Planned 4-Unit Development Site & Utilities Plan" site plan prepared by
Lamoureux & Dickinson Consulting Engineer, Inc., dated 6/23/15 and most recently updated on 12/4/15. We do not
have any additional comments.
1. Work in the City Right Of Way (ROW) requires a permit befor-e-coxtstr-uc-tion can begin. A "Permit to Open Streets
or Right -Of -Way" can be obtained from the South Burlington Department of Public Works on their web site, or
by stopping by their office located at 104 Landfill Road.
2. The DRB should include a condition requiring the applicant to regularly maintain all stormwater treatment
practices.
Thanks,
Dave
-ADa, id P i�v'heeter
Azmtant Stonu,%mter Superintendent
Departrmeuto`puIn krvrks
.v, City ofSoutiaBurlington
(310.2) 6w 9-7961 Ext, 11'3
Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning
a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made
confidential by law. If you have received this message in error. please notify us immediately by return email. Thank you for your cooperation.
From: Dave Wheeler
Sent: Friday, September 18, 2015 8:45 AM
To: ray <ray@sburl.com>; Dan Albrecht <temp.planner@sburl.com>
Cc: Tom Dipietro <tdipietro@sburl.com>
Subject: Planned 4-Unit Development Site & Utilities Plan
Ray & Dan,
The Stormwater Section has reviewed the "Planned 4-Unit Development Site & Utilities Plan" site plan prepared by
Lamoureux & Dickinson Consulting Engineer, Inc., dated 6/23/15. We would like to offer the following comments:
3. The proposed project is located in the Potash Brook watershed.
4. The plans should indicate the total proposed impervious surface.
5. Provide a map showing the drainage area flowing to the proposed infiltration area.
6. If any hydraulic modeling has been developed for the infiltration practice, please provide it for record.
7. Work in the City Right Of Way (ROW) requires a permit before construction can begin. A "Permit to Open Streets
or Right -Of -Way" can be obtained from the South Burlington Department of Public Works on their web site, or
by stopping by their office located at 104 Landfill Road.
8. The DRB should include a condition requiring the applicant to regularly maintain all stormwater treatment
practice.
Thank you for the opportunity to comment.
Dave
David P. Wheeler
Assistant Stormwater Superintendent
Department of Public Works
City of South Burlington
104 Landfill Road
South Burlington, VT 05403
ray
From:
Dave Wheeler
Sent:
Wednesday, December 23, 2015 6:58 AM
To:
ray; Dan Albrecht
Cc:
Tom Dipietro
Subject:
RE: Planned 4-Unit Development Site & Utilities Plan
Yes, good catch. You can remove that note.
Thanks,
Dave
David R Wheeler
: i s-tant Stormwater Superintemdent
DepaTtt nt of 1%bL `'V-orkz
City of South Burimgtoll
(902)658-7961 Ext. 11.3
Notice - Under Vermont's Public Records Act, all a -mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning
a Citv official or staff, or containing information relating to Citv business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made
confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation.
From: ray
Sent: Tuesday, December 22, 2015 12:35 PM
To: Dave Wheeler <dwheeler@sburl.com>; Dan Albrecht <temp.planner@sburl.com>
Cc: Tom Dipietro <tdipietro@sburl.com>
Subject: RE: Planned 4-Unit Development Site & Utilities Plan
Dave,
Does the fact that this property fronts on a state highway as opposed to a City street change your recommendation #1?
Ray Belair
Administrative Officer
City of So. Burlington
575 Dorset Street
So. Burlington, VT 05403
802-846-4106
www.sburl.com
www.sbpathtosustainability.com
Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or
prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City
business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made
confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your
cooperation.
From: Dave Wheeler
Sent: Tuesday, December 22, 2015 11:49 AM
To: ray <ray@sburl.com>; Dan Albrecht <temp.planner@sburl.com>
Cc: Tom Dipietro <tdipietro@sburl.com>
Subject: RE: Planned 4-Unit Development Site & Utilities Plan
Ray,
I
Lamoureux &t Dickinson
..__........... .
r
Engineers Surveyors Planners Wetland & Soil Scientists
December 10, 2015
Ray Belair
Administrative Officer
Planning & Zoning Office
City of South Burlington
575 Dorset Street
South Burlington, VT 054503
RE: 57 Hinesburg Road
Final Plan Application
Dear Ray:
We are writing on behalf of Brown Estates, LLC to request Final Plan review for a proposed
planned unit development at 57 Hinesburg Road. This application involves a total of 0.37 acres
on the westerly side of Hinesburg Road. The property is currently developed with a two story
single family dwelling with its associated two car garage and paved drive. The project is located
in the Potash Brook watershed and the Traffic Overlay District.
This application proposes the removal of the existing dwelling, garage, drive and walks and the
construction of a 4 unit residential building. Each unit will have an attached single car garage,
with room for an additional parking space in front of the garage. In addition, there is one guest
parking space at the end of the common entrance drive. The proposed building and decks
extend into the building setbacks under the current zoning ordinance, but as you and Paul
Conner discussed with Leon, to further the goals of the proposed "Form Based Code"
regulations that are in the review process, developers are being encourage to build to the
proposed new requirements, which this proposal does.
As shown on Sheet #1, the proposed multi -family building will be served by a new 2" diameter
PE water line off of the existing 6" A.C. main along Hinesburg Road. There will be a 2" curb
stop within the right-of-way of Hinesburg Road, as well as an individual curb stop off of the new
PE line for each unit. Details for these connections are shown on Sheet #5. Also as shown on
Sheet #1, a new 6" SDR PVC sewer service will be connected to the existing 15" main in
Hinesburg Road in a new sanitary sewer manhole. There will be individual 4" PVC sewer
services for each unit. Details for these connections are shown on Sheet #4. Stormwater will
be managed onsite with a combination of a grass lined swale between the building and the
southerly property line, cast in place concrete curb along the north edge of the driveway and an
infiltration area near the westerly property line. Stormwater details are shown on Sheet #5.
According to Table 13-9 of the City of South Burlington Land Development Code, a project is
required to install landscaping valued as follows; 3% of the building construction cost from $0 -
$250,000, 2% of the building construction cost from $250,001 - $500,000 and 1 % of the building
construction cost above $500,000. The estimated construction cost of the building is estimated
to be $ 500,760, thereby requiring a minimum of $12,510 in landscaping to be installed. The
planting schedule shown on Sheet #2, along with the attached estimate of landscaping costs
show that this requirement has been met.
14 Morse Drive, Essex, VT 05452 802.878.4450 www.LDengineering.com
♦ Innovative Solutions ♦ Quality Service
As you know, this project received Preliminary Plan approval on November 5, 2015. In
response to the numbered condition items in that approval, we offer the following;
1 — no action is needed
2 — no action is needed
3 — a — as shown on Sheet 1, the 2' wide areas between the garage doors are proposed to be
brick patterned textured concrete.
3 — b- as shown on the building elevations, windows have been added to the rear of the
garages.
3 — c — (2) Sheet 1 includes the total lot coverage (10,616 square feet), (3)Sheet 1 includes a
line delineating the area flowing to the infiltration area, (4)the hydraulic calculations were
e-mailed to Tom DiPietro on October 21, 2015.
3 — d - Sheet 6 includes the light locations and a point by point lighting analysis, and cut sheets
of the four different lights are attached.
3 — e — in discussions with the landscape architect, we were told that none of the trees proposed
near windows will grow tall enough to block access to those windows.
4 — the preliminary water and wastewater allocation letters are attached.
5 — The letter of Intent from VTrans is attached.
Some of the changes to this project since the Preliminary Plan approval are related to the
VTrans Letter of Intent. The sidewalk across the new driveway is now shown as 8" thick
concrete instead of asphalt. The access drive on the property has not changed with the
exception of adding the 2' wide brick patterned textured concrete divider between the garage
doors. Within the Hinesburg Road right-of-way, the drive flares to 22' then includes 20' radii
fillets to meet the Hinesburg Road pavement.
The following are enclosed for your review:
Application for Final Plat Review
Five (5) full size sets of plans (L&D Sheets 1-6 + two building elevation sheets)
One (1) 11" x 17" set of plans
$713 application fee ($513 base fee + $50/unit)
List of abutting landowners
Estimate of Landscaping costs
Preliminary water and wastewater allocations
VTrans Letter of Intent
Please contact our office with any questions.
Sincerely,
Dou Henson,
c: Leon Brown
P \2014\14015\FINAL - CITY\cover letter. doc
Final Plan Application
57 Hinesburg Road
Abutter List (12-9-15)
Sonrise Partnership, LLP
c/o Unsworth Property Management, LLC
26 Railroad Ave.
Essex Junction, VT 05452
Antonio B Pomerleau, LLC
69 College St.
Burlington, VT 05401
Chang Ming Jiang & Xiang Yong Jiang
55 Hinesburg Rd.
South Burlington, VT 05403
John L. Wolff, III
121 Holmes Rd.
South Burlington, VT 05403
Huen Yun Poon
60 Hinesburg Rd.
South Burlington, VT 05403
James R. Fuller & Janelle Gilbert -Fuller
61 Hinesburg Rd.
South Burlington, VT 05403
Brown Estates
Landscape Estimate of Probable Cost
July 2015
7-Item Size
Unit
Cost*
Quantity
Extended
Cost
Trees
Acerx freemanii Autumn Fantasy'
Freeman maple
2 1/2" Cal
$600
1
$600
Acerrubrum Autumn Flame'
Red maple
2 1/2" Cal
$600
2
$1,200
Ame/anchierlaevis "Snowcloud"of "Majestic"
Allegheny serviceberry
2 1/2" Cal
$600
2
$1,200
Betu/a nigra 'Heritage'
Heritage river birch
2 1/2" Cal
$550
2
$1,100
Ce/tis occidentalis 'Prairie Pride"
Common Hackberry
2 1/2" Cal
$600
2
$1,200
Corpus alternifolia
Pagoda dogwood
2" Cal
$375
2
$750
Hamamelis virginiana
American witch -hazel
2" Cal
$325
4
$1,300
Ostrya virginiana
Eastern Hop -hornbeam
2 1/2" Cal
$250
3
$750
Quercus rubra
Northern red oak
2 1/2" Cal
$700
2
$1,400
Shrubs
Deciduous shrub
18" - 24" $70 47 $3,290
Subtotal $12,790
Proposed construction costs
Required Landscaping Value
Proposed Landscaping Value
Building construction $500,760
TOTAL $500,760
$ 250,000 @ 3% $7,500
$ 250,000 @ 2% $5,000
$760@1% 10
TOTAL $12,510
Trees & shrubs $12,790
FOR INTERNAL USE ONLY
WWA Permit #T-�
CITY OF SOUTH BURLINGTON
APPLICATION for WASTEWATER ALLOCATION
*Items marked with an asterisk must be filled in by ALL applicants
*APPLICANT INFORMATION
Applicant: Brown Estates, LLC c/o Leon Brown
Contact Person: Doug Henson, Lamoureux & Dickinson
Mailing Address: 14 Morse Drive, Essex Junction,VT 05452
Telephone & Fax for Contact Person: ph. 878-4450 fax 878-3135
Property Owner Name (if not applicant):
Property Owner Mailing Address:
*Physical Location of Project: 57 Hinesburg Road
ign re of Applicant Signat of Property Owner
(Bo applicant and property owner UST sig the application!)
*Project Information
If the project is a single-family home, please check one: =New =Existing
If not a single-family home, project name:
Brown Estates four-plex
*Application or Permit Numbers: (from Planning & Zoning office)
# SD - 15 - 30
Engineer's Information for flows over i,000 gpd
Name of Engineer: Doug Goulette
Firm: Lamoureux & Dickinson
Mailing Address: 14 Morse Drive Essex, VT, 05452
Phone & Fax: ph. 878-4450 fax 878-3135
PE License #: 5611
*Flow Calculations
(You may substitute an engineer's calculation or letter for the information requested
below)
For residential nroiects. list number of bedrooms and units requested:
Number of
Bedrooms
Number of Units
X
Gallons per day
per unit =
Total Flows
1
140
2 or more
3 additional units
210
630 GPD
TOTAL
3 additional units
630 GPD
Notes: 3 additional units are proposed, in addition to the existing dwelling on the lot
For commercial and industrial projects, list existing and proposed tenants, uses and
flows:
Tenant/ Type of use Number of Flows per Other Total
Business seats, SF, etc X unit Adjustments Flow
TOTAL
*Total development wastewater flow requested: 630 -gallons per
day
Flow characteristics (for commercial and industrial projects)
Volume:
Flow rate:
Strength:
Please do not write below this line
Application & Recording Fee received:
Name Date
Receiving Plant: L I-Irport Pkwy =Bartlett Bay
City Center District: Yes =No
Approved by Water Pollution Control Department (Commercial and Industrial
Projects)
/9 Director aWater PPlution Control Date
Preliminary allocation issued: (payment of fee is not required)
Director of Planning and Zoning Date
Final allocation issued: (payment of fee is required, either in full or pro -rated, for
projects with multiple zoning permits involved)
Director of Planning and Zoning Date
Final allocation expires with permit
(Date)
Zoning permit issued with permit#----.
(Date)
Associated W-W connection permit (if applicable) *- -
For extensions ofFinalAllocation Only
EXTENSION GRANTED
(Date)
to
(Date of Expiration)
5o% EXTENSION FEE PAID $_
(Date) (Amount)
APPLICATION FOR WATER ALLOCATION
Items marked with an asterisk must be filled in by ALL applicants
* Applicant Information
Applicant: Brown Estates LLC
Contact Person: Leon Brown
Mailing Address: 15 Ruth Street, South
Telephone & Fax for Contact: 598-8844
Property Owner Name (if not applicant):
Property Owner Mailing Address:
Phy ation of project: 57 Hinesburg Road
/IS
Sign r of Applicant
�n t
Pr Ject Information
I f t , project
i
f the project is a single-family home, please check one: New Existing
(For existing homes, no Application is required if revised demand is less than 1,000 gpd,)
If not single-family home, project name. Brown Estates
* Application or Permit Numbers: (from Department of Planning & Zoning)
# SD-15-30
Engineer's Information for flows over 1,000 gpd
Name of Engineer: Doug Goulette
Firm: Lamoureux & Dickinson
Mailing Address: 14 Morse Drive, Essex Junction, VT 05452
Phone & Fax: 802-878-4450
PE License #; 5611
Flow Calculations
(You may substitute an engineer's calculation or letter containing the information requested
below)
For additional bedrooms in single-family homes:
Number of existing bedrooms:
Number of additional bedrooms requested:
Page I
APPLICATION FOR WATER ALLOCATION
For other rpsidpritial nrniArts. list ntimher of hPdrnnms and units requested,.
Number of
bedrooms
x
Number of units
x
Gallons per day
per unit
Total flows
1
150
2
300
3
x
3
450
1,350
4
600
5
750
6+ (specify)
TOTAL
1,350
t-or commercial ana inaustriai projects, list existing ana proposea tenants, uses ana tiows:
Tenant / Number of Other
Business TvDe of use seats. SF. etc. x Flow Der unit Adiustments Total flow
* Total development water flow requested:
Please do not write below this line
Approved by W ter Department
Z- "
Superinte 2"6nf6f Wafer 1
Preliminary Allocation approved:
1,350 gallons per day
Date
Date
Final Allocation approved:
Date
Final Allocation Expires: with permit #--
(Date)
For Extensions of Final Allocation Only
EXTENSION GRANTED to
(Date) (Date of Expiration)
G:Word:SBForms:WaterallocationForm
Page 2
Doug Henson
From: Tom Dipietro <tdipietro@sburl.com>
Sent: Wednesday, October 21, 2015 1:32 PM
To: Doug Henson
Subject: RE: Brown Estates - 57 Hinesburg Rd.
Thanks Doug. I have let P&Z know that we received this information.
Thomas J. DiPietro Jr.
Deputy Director
Department of Public Works
City of South Burlington
Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or
prepared far use in matters concerning City business, concerning a City official or staff, or containing information relating to City
business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made
confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your
cooperation.
From: Doug Henson[mailto:dough@ldengineering.com]
Sent: Wednesday, October 21, 2015 12:04 PM
To: Tom Dipietro <tdipietro@sburl.com>
Subject: FW: Brown Estates - 57 Hinesburg Rd.
Good morning Tom.
As we discussed, attached are the storm water computations and a plan showing the watershed area. Please feel free to
contact me if you have any questions.
Thanks, Doug.
Doug Henson, L.S., E.I.
Vice President
Lamoureux & Dickinson
14 Morse Drive
Essex, VT 05452
Tel: 802-878-4450
1
f
F;AS
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Thank you for buying RAB lighting fixtures. Our goal is to design the best quality products to get the job done right. Wed like to hear your comments.
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C!WALL MOUNTING ,
oin nt to a weatherproof neC"nox (not supplied) and
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silicone sealant around the edge of the Junction Box. This is
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4. Aim fixture in the desired direction and tighten locknut
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Cover Plate
(not supplied)
Arm Screw
Junction Box
(not supplied)
GROUND MOUNT NG
Mount to a,Mighty ost ! A6 Cat# MP1 g} as shown.
1. Thread fixture in ighty Post Cap (supplied upon
request). L14s,il' one sealant o efisn`tap�-around the
thread of the
2. onnec wi s a shown in the wiring section. Push all
wires insi e the ighty Post (supplied upon request).
3. Place ighty Pst Cap tip:-Rr(ighf)f.Post.
4. Ai xture in the desiredction and ighten locknut
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Color uniformity:
RAB's range of CCT (Correlated Color Temperature)
follows the guidelines of the American National
Standard for Specifications for the Chromaticity of Solid
State Lighting (SSL) Products, ANSI C78.377.2011.
Construction
Thermal Management:
Superior heat sinking with external Air -Flow fins
Housing:
Die-cast aluminum housing, lens frame and mounting
plate
Reflector:
Semi-specular, vacuum-metalized polycarbonate
Lens:
Microprismatic diffusion lens for smooth and even light
distribution
Mounting:
Heavy-duty mounting arm with "0" nng seal and
stainless steel screws
Gaskets:
High -temperature silicone gaskets
�
Page l of
RAPa- i+ r geiP
Type:
Date:
10/07/2015
LED Info
Constant Current
Watts
24W
0.22A
Color Temp
4000K (Neutral)
N/A
Color Accuracy:
84 CRI
N/A
L70 Lifespan,
1 00. 000
N/A
Lumens,
1,664
26W
Efficacy
64 LPW
92%
Finish:
Our environmentally friendly polyester powder coatings
are formulated for high durability and long-lasting color,
and contain no VOC or toxic heavy metals
Green Technology:
Mercury and UV free, and RoHS compliant. Polyester
powder coat finish formulated without the use of VOC
or toxic heavy metals
Electrical
Switching Capacity:
500 Watts of LED BULLET12 floods
Voltage:
120VAC,60Hz,
Surge Protection:
Withstands up to 3000 Volts
Manual Override:
Double flip wall switch logic prevents activation by
momentary power outages. Override resets to auto at
dawn. No extra wiring needed.
RF Immunity:
Circuits fully shielded for maximum radio frequency
immunity
Sensor Characteristics
Time Adjustment:
5 seconds to 15 minutes
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opt right"") 2014 RAB Ligi11vng lnc,. All Rights Reserved Note. Specifications are Subject io change at any times with,,,)ut notice
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WSBULLEM12NA
Dimensions
6"
152 mrT
14 1 /2"
368 mm
4 1 /2"
F----114 mm --
F--- 6 3/4"
171 mm
Page 2 of
PIAB
L 1 Q H T I N p
Features
Two adjustable 12W LED floodlights
Equivalent to 2x75W 8R30fhalogenlwide Floods
Sensor with 180' detection pattern at up to 30 ft
Photo control keeps lights off during the daytime
Microprismatic diffusion lens optimizes light output
without glare
10-Year warranty on full fixture & sensor assembly
100.000-hour LED Lifespan
a ci Fib;,,, I &I'n help ; n : 888 RAB-1000 Emad sales@rabweb.com Websde www.rabweb.com
OpS'(ight 4C 201 d RAS L�gnung Inc Ali Rights Reserved Note Specifications are subject to change at any hmE w,thout notice
f'age < n,
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10/15/2015
SUM12
12, 18 and 26 Watt SLIM wallpacks are ultra efficient and deliver impressive
light distribution with a compact low -profile design that's super easy to install
as a downlight or uplight.
Color: Bronze Weight: 4.5 Ibs
Technical Specifications
I istin s
RAS
L I G H T ING
Project: Type:
Prepared By: Date:
Driver Info LED Info
Type:
Constant Current Watts:
12W
120V:
0.12A
Color Temp:
5100K (Cool)
208V:
0.08A
Color Accuracy:
67 CRI
240V:
0.07A
L70 Lifespan:
100,000
277V:
0.06A
Lumens:
1,531
Input Watts: 14W
Efficacy:
111 LPW
Efficiency:
87%
Mounting:
Color Stability:
---...-..- -g
UL Listing:
Heavy-duty mounting bracket with hinged
LED color temperature is warrantied to shift
Suitable for wet locations. Suitable for
housing for easy installation.
no more than 200K in CCT over a 5 year
mountingwithin 1.2m 4ft of the round.
( ) 9
Recommended Mounting Height:
period.
ADA Compliant:
Up to 8 ft.
Color Uniformity:
SLIMTM is ADA Compliant.
Lens:
RA's ofCT
Temperature)oCo s( hCorrelated e guideli eslor for the
DLC Listed:
Tempered glass lens.
American National Standard for Specifications
This product is on the Design Lights
Reflector:
for the Chromaticity of Solid State Lighting
(SSL) Products, ANSI C78.377-2011.
Consortium (DLC) Qualified Products List and
is eligible for rebates from DLC Member
Specular thermoplastic.
Electrical
Utilities.
Gaskets:
Driver:
Dark Sky Approved:
High -temperature silicone.
Constant Current, Class 2, 50/60
The International Dark Sky Association has
Finish:
surge protection, 35OmA, 1
approved this product as a full cutoff, fully
240 AC 7VAC .15A
1 5 Amps, 277VAC 0.15Amps,
shielded luminaire.
Our environmentally friendly polyester powder
Power Factor 99 /o.
Power F actor
coatings are formulated for high -durability and
IESNA LM-79 & LM-80 Testing:
long-lasting color, and contains no VOC or
THD:
RAB LED luminaires have been tested by an
toxic heavy metals.
10.1% at 120V
independent laboratory in accordance with
Green Technology:
Other
IESNA LM-79 and LM-80, and have received
the Department of Energy "Lighting Facts"
Mercury and UV free, and RoHS compliant.
HID Replacement Range:
label.
LED Characteristics
Construction"
"
The SLIM12 can be used to replace 70W MH
-
LED:
based on delivered lumens.
IP Rating:
Multi -chip, long -life LED.
California Title 24:
Ingress Protection rating of IP66 for dust and
Lifespan:
SLIM12 complies with 2013 California Title 24
water.
10 hour LED lit based on IES LM-
building and electrical codes as a residential
Cold Weather Starting:
calcuspan
80 results and TM-21 calculations.
result
outdoor fixture. See SLIM12/PC for a model
that complies as a commercial outdoor non -
The minimum starting temperature is
Color Consistency:
pole -mounted fixture <_ 30 Watts.
— —
-40°F/-40°C.
Ambient Temperature:
7-step MacAdam Ellipse binning to achieve
Patents:
consistent fixture -to -fixture color.
The design of the SLIMTM is protected by
Suitable for use in 40°C (104°F) ambient
patents in U.S. Pat D681,864, and pending
temperatures,
patents in Canada, China, Taiwan and
Thermal Management:
Mexico.
Superior heat sinking with internal Air -Flow
Optical
fins.
BUG Rating:
Housing:
B1 UO GO
Precision die-cast aluminum housing.
Need help? Tech help line`. 888 RAB-1000 Email sales@rabweb.com Website: www.rabweb.com Page 1 of 2
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https://www.rabweb.com/speeSheet.php?product= '12
SLIM12
L I G H T I N G
Dimensions
Features
6'S11
------ 165mm
Full cutoff, fully shielded LED wallpack
_
Can be used as a downlight or uptight
1 Contractor friendly features for easy installation
�k
1100,000-hour LED Life
5-Year Warranty
8.75„
222mm
3.9"
99mm�
Ordering Matrix
Family
Watts
Color Temp
Finish Photocell Dimming
SLIM
26 = 26W
= Cool
= Bronze = No Photocell = No Dimming
18 = 18W
Y = Warm
W = White /PC = 120V Button /D10 = Dimmable
12 = 12W
N = Neutral
/PC2 = 277V Button
Need help? Tech help line: 888 RAB-1000 Email: sales@rabweb.com Website: www.rabweb.com Page 2 of 2
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10/15/2015
https://www.rabweb.com/specSheet.php?product= 1ED5
LED 5W Wallpacks. Patent Pending thermal management system. 100,000
hour L70 lifespan. 5 Year Warranty.
Color: Bronze Weight: 2.0 Ibs
Technical Specifications
Listings
UL Listing:
Suitable for wet locations in downlight position
only. Suitable for mounting within 1.2m (4ft) of
the ground.
IESNA LM-79 & IESNA LM-80 Testing:
RAB LED luminaires have been tested by an
Independent laboratory in accordance with
IESNA LM-79 and 80, and have received the
Department of Energy "Lighting Facts" label.
LED Characteristics
Lifespan:
100,000-hour LED lifespan based on IES LM-
80 results and TM-21 calculations.
LEDs:
5W, high -output, long -life LED.
Color Accuracy:
69 CRI
Color Temperature (Nominal CCT):
5000K
Color Consistency:
7-step MacAdam Ellipse binning to achieve
consistent fixture -to -fixture color.
Color Stability:
LED color temperature is warrantied to shift
no more than 200K in CCT over a 5 year
period.
Color Uniformity:
RAB"s range of CCT (Correlated color
temperature) follows the guidelines of the
American National Standard for Specifications
for the Chromaticity of Solid State Lighting
(SSL) Products, ANSI C78.377-2008.
Construction
IP Rating:
Ingress Protection rating of IP66 for dust and
water.
Project:
Prepared By:
RAS
Type:
Date:
Driver Info LED Info
Type:
Constant Current Watts:
5W
120V:
0.18A
Color Temp:
5000K (Cool)
208V:
0.18A
Color Accuracy:
69 CRI
240V:
0.18A
L70 Lifespan:
100,000
277V:
N/A
lumens:
196
Input Watts: 5W
Efficacy:
37 LPW
Efficiency:
l
94%
Ambient Temperature:
Suitable for use in 40°C ambient
temperatures.
Cold Weather Starting:
The minimum starting temperature is
-40°F/-40°C.
Thermal Management:
Integral cast aluminum mounting pad for
optimum heat sinking to ensure cool
operation with maximum LED life and light
output.
Housing:
Precision die cast aluminum housing and
mounting plate. 1 1/2" backbox with three
1/2" conduit entry points.
Gaskets:
High temperature silicone gaskets.
Finish:
Our environmentally friendly polyester powder
coatings are formulated for high -durability and
long-lasting color, and contains no VOC or
toxic heavy metals.
Green Technology:
Mercury and UV free.
Other
Patents:
The WPLED design is protected by patents
pending in the U.S., Canada, China, Taiwan
and Mexico.
Buy American Act Compliant:
This product is a COTS item manufactured in
the United States, and is compliant with the
Buy American Act.
Recovery Act (ARRA) Compliant:
This product complies with the 52.225-21
"Required Use of American Iron, Steel, and
Manufactured Goods-- Buy American Act —
Construction Materials (October 2010).
Trade Agreements Act Compliant:
This product is a COTS item manufactured in
the United States, and is compliant with the
Trade Agreements Act.
GSA Schedule:
Suitable in accordance with FAR Subpart
25A.
Equivalency:
The WPLED5 is Equivalent in delivered
lumens to a 13W CFL or 60W incandescent.
California Title 24:
See WPLED5/PCS for a 2013 California Title
24 compliant model.
Warranty:
RAB warrants that our LED products will be
free from defects in materials and
workmanship for a period of five (5) years from
the date of delivery to the end user, including
coverage of light output, color stability, driver
performance and fixture finish.
Electrical
Drivers:
Constant current, Class 2, 100 - 240VAC, 50 -
60 Hz, 0.18 Amps.
Surge Protection:
1 KV
Optical
Fixture Efficacy:
37 Lumens per Watt
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WPED5 RAB
L I G H T I N G
Dimensions
Ordering Matrix
Family
WPLED
Features
High performance LED light engine
1 l tik kr
11.4cm Maintains 70% of initial lumens at 100,000 hours
Weatherproof high temperature silicone gaskets
Superior heat sinking with die cast aluminum housing and
external fins
Replaces 13W CFL or 60W Incandescent
100 up to 240 Volts
5-year warranty
i
Shape Watts Color Temp Finish Photocell
1'
= Square 5 = 5W = Cool = Bronze = No Photocell
R = Round Y = Warm W = White /PCS = 120V Swivel
N = Neutral
Need help? Tech help line: 888 RAB-1000 Email: sales@rabweb.com Website: www.rabweb.com Page 2 of 2
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I `ttps://www.rabweb.com/specSheet.php?product=DLE[ 12YY/BAF
LED retrofit downlights are perfect for updating existing recessed lighting
without changing the fixture. Equivalent to 90W Par.
Color: White Weight: 1.4 Ibs
Technical Specifications
Listings
UL Listed:
Suitable for damp locations.
IESNA LM-79 & LM-80 Testing:
RAB LED luminaires have been tested by an
independent laboratory in accordance with
IESNA LM-79 and LM-80, and have received
the Department of Energy "Lighting Facts"
label.
Electrical
Driver:
Innovative integrated driver technology with
120V TRIAC and ELV dimming.
Surge Protection:
2.5KV
Construction
Lens:
Polycarbonate diffusion lens for smooth light
output.
Compatibility:
Low -profile design for maximum compatibility
with 6" incandescent recessed downlight
housings.
Ambient Temperature:
Suitable for use in 40°C ambient
temperatures.
Driver Info 4 ED Info
Type:
Constant Current Watts:
12W
120V:
0.11A
Color Temp:
2700K
208V:
N/A
Color Accuracy:
84 CRI
240V:
N/A
L70 Lifespan:
100,000
277V:
N/A
Lumens:
675
Input Watts:
13W
Efficacy:
53 LPW
Efficiency:
94%
Cold Weather Starting:
The minimum starting temperature is
-22°F/-30°C.
Housing:
Professional -grade, die-cast aluminum
construction; cast -in grooves.
Adapters:
Edison E26 medium base adapter included.
GU24 socket adapter sold separately.
Installation:
Pre -installed Torsion springs and optional
friction clips are both included to aid in
attaching and securing the 6" DLED to the
incandescent housing.
Finish:
Our environmentally friendly polyester powder
coatings are formulated for high -durability and
long-lasting color, and contains no VOC or
toxic heavy metals.
Green Technology:
Mercury and UV free, and RoHS compliant.
LED Characteristics
Lifespan:
100,000-hour LED lifespan based on IES LM-
80 results and TM-21 calculations.
LEDs:
High -output, long -life LEDs with 3 step
binnning and Integrated driver technology.
Color Consistency:
3-step MacAdam Ellipse binning to achieve
consistent fixture -to -fixture color.
Other
ENERGY STAR:
This product is ENERGY STAR® qualified.
Equivalency:
12W replaces 90W Par.
California Title 24:
DLED6R12 complies with 2013 California Title
24 building and electrical codes as a
commercial indoor fixture for general spaces
when used with a vacancy sensor and TRIAC
dimming control. Select a vacancy sensor
using catalog number LVS800. TRIAC dimmer
provided by others.
Warranty:
RAB warrants that our LED products will be
free from defects in materials and
workmanship for a period of five (5) years from
the date of delivery to the end user, including
coverage of light output, color stability, driver
performance and fixture finish.
Need help? Tech help line: 888 RAB-1000 Email: sales@rabweb.com Website: www.rabweb.com Page 1 of 2
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' DLED6R12YY/BAFR/4,B
......... ........ _........... m......... w............... .. _.
I Dimensions Features
9 7.19'
Low -profile enables compatibility with 6" housings
UL Listed for damp locations
Triac & ELV dimmable
5-year warranty
candle power distribution candela distribution
1V
aa�
ae�{
vertical deg.
candelas
0
344
5
3,11
IS
321
25
282
35
227
45
162
55
99
65
47
75
15
a5
3
90
0
cone of light
Mounting
Beam
Height (ft)
FC
Diameter (Ill)
G0
9h
6,7
,0
5A
9.0
1010
3A
11,2
12..0
2A
13S
140
1A
15.7
(da&a I I&I Sat *,A ai wfw':°.ik=fi V.0W rt, 111S 01C k 41 MV14k
zonal lumen :summary
zone lutnens %fix,
0- 30
25)
37A
0- 40
394
59.3
0_90
675
100D
90, lei
0
0.0
0-180,
675
1 ODD
luminance (candela,�l'x)
agrees
avg.luminaoce
45
15292
55
11521
65
7423
75
S5
22
Ordering Matrix
Family Size Shape Watts Color Temp Type
DLED
6 = 6" R = Round 8 = 8W YY = 2700K (Residential Warm) = Without Baffle
12 = 12W Y = 3000K (Warm) /BAF = With Baffle
YN = 3500K (Warm Neutral)
Need help? Tech help line: 888 RAB-1000 Email: sales@rabweb.com Website: www.rabweb.com Page 2 of 2
https://www.rabweb.com/specSheet.php?product= DLED 6R 12YY/BAF 2J3
a
.o^aVFRMONT
State of Vermont
Policy, Planning & Intermodal Development Division
Policy, Planning and Research Bureau
Development Review & Permitting Services Section
One National Life Drive [phone] 802-828-2653
Montpelier, VT 05633-5001 [fax]. 802-828-2456
vtrans.vermont.gov [ttd] 800-253-0191
I LETTER OF INTENT 1
THIS IS NOT A PERMIT
December 3, 2015
Brown Estates, LLC
Leon Brown
15 Ruth Street
South Burlington, VT 05403
DEC 10 2015
Agency of Transportation
Subject: South Burlington, VT116, L.S. 218+25 — 219+25 LT
Dear Mr. Brown:
Your highway permit application to construct access and remove existing access; make municipal sewer and water
connections; and connect to existing sidewalk, at the above -referenced location, has been reviewed and found to meet
the requirements for work within the highway right-of-way.
The appropriate utility company shall submit a permit for any utility connection or utility work associated with this
project.
Title 19 VSA § 1111 requires that we ensure compliance with all local ordinances and regulations relating to
highways. Your highway permit application will be processed after you provide us with copies of your Act 250
and/or local approvals, including all conditions. In cases where local zoning does not exist, a letter from the legis-
lative body of the municipality will be acceptable.
When issued, the permit will contain, but will not be limited to, the attached Special Conditions.
This commitment is valid for two years. from the date of this letter. Should your other permits require a longer time
period, please contact us relative to an extension of time.
This Letter of Intent addresses only access to, work within, and drainage affecting the State highway. It does not
address other possible transportation issues, such as access to town highways, use of private roads, and use of railroad
crossings. If relevant to the proposed development, such issues must be addressed separately.
If you have any further questions about this matter, please call me at (802) 828-2486.
Sincerely,
games Clancy
Permit Coordinator
Permitting Services / �%�
Attachment Reviewed by: LU S 622�1, ' Date:1Z 7 15-
Crai S. Keller P.E. Chief of Permitting Service
9 � 9
cc: Town of So. Burlington
District Environmental Coordinator #4
Chittenden County Regional Planning Commission
Lamoureux & Dickinson Consulting Engineers Inc.
Brown Estates LLC
South Burlington, VT116, L.S. 218+25 - 219+25 LT
December 3, 2015
Page 1 of 4
SPECIAL CONDITIONS
This permit is granted subject to the restrictions and conditions on the back of the permit, with
particular attention given to the Special Conditions listed below. This permit pertains only to the
authority exercised by the Vermont Agency of Transportation (Agency) under Vermont Statutes
Annotated, Title 19, Section 1111, and does not relieve the Permit Holder from the requirements of
otherwise applicable statutes, rules, regulations or ordinances (e.g., Act 250, zoning,. etc.). The
Permit Holder shall observe and comply with all Federal and State laws and local bylaws, ordinances,
and regulations in any manner affecting the conduct of the work and the action or operation of those
engaged in the work, including all orders or decrees as exist at present and those which may be
enacted later by bodies or tribunals having jurisdiction or authority over.the work, and the Permit
Holder shall defend, indemnify, and save harmless the State and all its officers, agents, and
employees against any claim or liability arising from or based on the violation of any such law, bylaws,
ordinances, regulations, order, or decree, whether by the Permit Holder in person, by an employee of
the Permit Holder, by a person or entity hired by the Permit Holder, or by a Subcontractor or supplier.
The Permit Holder shall accomplish all work under this permit in accordance with detail "C" and the
profile and notes of standard drawing B-71, copy attached, and the attached plan date stamped
November 19, 2015 Permitting Services.
A preconstruction meeting to discuss work to be completed must be held prior to the Permit Holder's
employees or contractor beginning work. The Permit Holder is required to notify the District
Transportation Administrator five (5) working days in advance of such meeting.
Please note that the Vermont Agency of Transportation is not a member of Dig Safe. The
Permit Holder shall also contact Steve Guyette (802) 343-2188 for Districts #5 & #8 and for all other
districts contact Tim Sweeney at (802) 279-0585. They will need to locate and mark all existing
buried utility facilities owned by the Agency near the location of the proposed work.
Roadway shoulder areas must be maintained free of unnecessary obstructions, including parked
vehicles, at all times while work is being performed under this permit.
All grading within the State Highway right-of-way associated with the proposed construction shall be
subject to inspection and approval by the District Transportation Administrator or his or her staff. The
Permit Holder shall be responsible for ensuring that all grading work in or on the State Highway right-
of-way complies with applicable statutes, rules, regulations or ordinances.
In areas to be grass covered; the Permit Holder shall restore turf by preparing the area and applying
the necessary topsoil, limestone, fertilizer, seed, and mulch, all to the satisfaction of the District
Transportation Administrator. The Permit Holder shall be responsible for ensuring that all turf
restoration work in or on the State Highway right-of-way is in compliance with applicable statutes,
rules, regulations or ordinances.
Upon completion of the work, the Permit Holder shall be responsible to schedule and hold a final
inspection. The Permit Holder is required to notify the District Transportation Administrator five (5)
working days in advance of such inspection.
Brown Estates LLC
South Burlington, VT116, L.S. 218+25 - 219+25 LT
December 3, 2015
Page 2 of 4
This permit does not become effective until the Permit Holder records, in the office of the
appropriate municipal clerk, the attached "Notice of Permit Action".
The access must be constructed in such a manner as to prevent water from flowing onto the State
Highway. If the access is not constructed satisfactorily, the District Transportation Administrator can
order reconstruction of the access at the Permit Holder's expense.
This access will serve as the only access to this property and to any future subdivisions of this
property unless approved otherwise by the Agency. The Permit Holder is required to allow a
connection and to grant an associated right to pass between the access and adjoining properties (in
the future) that will result in a combination of accesses to serve more than one property or lot. By
issuance of this permit, the Agency revokes all previous permits for access to this property.
In the event traffic from this project increases to the point where traffic signals, additional lanes for
turning or any other modifications are necessary, the Permit Holder shall bear the expense of such
improvements or facilities. The Agency may require the Permit Holder to update or provide a traffic
study to determine if additional modifications are necessary.
The Permit Holder is responsible for access maintenance (beyond the edge of paved shoulder).
"Access maintenance" will include, but not be limited to, the surface of the access, the replacement
and maintenance of the culvert, as necessary, the trimming of vegetation, and the removal of snow
banks to provide corner sight distance.
In conformance with Vermont Statutes Annotated, Title 19, Section 1111 (fj, the Agency may eliminate
this access in the future where development has burdened the highway system to such an extent that
a frontage road or other access improvements (which may serve more than one property or lot) must
be constructed to alleviate this burden. The Permit Holder shall bear the expense of the frontage road
or other access improvements. The Agency shall determine the need of a frontage road or other
improvements based upon and justified by standard Agency procedures.
The Permit Holder shall pave the access (drive) from the edge of paved shoulder to the State
Highway right-of-way.
In the event of the Permit Holder's failure to complete all the work, approved under this permit, by the
"work completion date," the Agency, in addition to any other enforcement powers that may be
provided for by law, may suspend this permit until compliance is obtained. If there is continued use or
activity after suspension, the Agency -may physically close the driveway or access point if, in the
Agency's opinion, safety of highways users is or may be affected.
A full depth, 8" thick, concrete sidewalk must be installed across the proposed access.
Should any portion of the utility facility installed within the State Highway right-of-way require
relocation due to future highway improvements, the Permit Holder shall bear all expenses, and all
necessary adjustments shall be completed in a timely manner.
Open cut method is authorized for the connection to the sewer line with the permission of the District
#5 Transportation Administrator.
Brown Estates LLC
South Burlington, VT116, L.S. 218+25 — 219+25 LT
December 3, 2015
Page 3 of 4
The Permit Holder shall verify the appropriate safety measures needed, prior to construction, so
proper devices and/or personnel are available when and as needed. Traffic control devices, shall be
in conformance with the MUTCD (Manual on Uniform Traffic Control Devices), Agency standards and
any additional traffic control deemed necessary by the District Transportation Administrator. The
Permit Holder's failure to utilize proper measures shall be considered sufficient grounds for the District
Transportation Administrator to order cessation of the work immediately.
The Permit Holder will perform construction in such a way as to minimize conflicts with normal
highway traffic. When two-way traffic cannot be maintained, the Permit Holder shall provide a sign
package that conforms to the MUTCD (Manual on Uniform Traffic Control Devices) or Agency
standards, as well as trained Flaggers. The District Transportation Administrator may require a
similar sign package with trained Flaggers whenever it is deemed necessary for the protection of the
traveling public. In addition, the District Transportation Administrator may require the presence of
Uniform Traffic Officers (UTOs); moreover, the presence of UTOs shall not excuse the Permit Holder
from its obligation to provide the sign package and Flaggers.
The Permit Holder shall ensure that all workers exposed to the risks of moving highway traffic and/or
construction equipment wear high -visibility safety apparel meeting the requirements of ISEA
(International Safety Equipment Association) "American National Standards for High -Visibility Safety
Apparel," and labeled as ANSI (American National Standards Institute) 107-2004, or latest revisions,
for Performance Class 2 or 3 requirements. A competent person - one designated by the Permit
Holder's Contractor to be responsible for worker safety within the activity area of the State highway
right-of-way shall select the appropriate class of garment. The Engineer may suspend this permit until
compliance is obtained.
Independence; Liability: The Permit Holder will act in an independent capacity and not as officers or
employees of the State.
The Permit Holder shall defend the State and its officers and employees against all claims or suits
arising in whole or in part from any act or omission of the Permit Holder or of any agent of the Permit
Holder. The State shall notify the Permit Holder in the event of any such claim or suit, and the Permit
Holder shall immediately retain counsel and otherwise provide a complete defense against the entire
claim or suit.
After a final judgment or settlement, the Permit Holder may request recoupment of specific defense
costs and may file suit in the Washington Superior Court requesting recoupment. The Permit Holder
shall be entitled to recoup costs only upon a showing that such costs were entirely unrelated to the
defense of any claim arising from an act or omission of the Permit Holder.
The Permit Holder shall indemnify the State and its officers and employees in the event that the State,
its officers or employees become legally obligated to pay any damages or losses arising from any act
or omission of the Permit Holder.
Insurance: Before beginning any work under this Permit the Permit Holder must provide certificates
of insurance to show that the following minimum coverages are in effect. It is the responsibility of the
Permit Holder to maintain current certificates of insurance on file with the State for the duration of
work under the Permit. No warranty is made that the coverages and limits listed herein are adequate
Brown Estates LLC
South Burlington, VT116, L.S. 218+25 — 219+25 LT
December 3, 2015
Page 4of4
to cover and protect the interests of the Permit Holder for the Permit Holder's operations. These are
solely minimums that have been established to protect the interests of the State.
Workers Compensation: With respect to all operations performed under the Permit, the Permit Holder
shall carry workers compensation insurance in accordance with the laws of the State of Vermont.
General Liability and Property Damage: With respect to all operations performed under the Permit, the
Permit Holder shall carry general liability insurance having all major divisions of coverage including,
but not limited to:
Premises - Operations
Products and Completed Operations
Personal Injury Liability
Contractual Liability
The policy shall be on an occurrence form and limits shall not be less than:
$2,000,000 Per Occurrence
$2,000,000 General Aggregate
$2,000,000 Products/Completed Operations Aggregate
$ 50,000 Fire/Legal Liability
Permit Holder shall name the State of Vermont and its officers and employees as additional insureds
for liability arising out of this Permit.
Automotive Liability. The Permit Holder shall carry automotive liability insurance covering all motor
vehicles, including hired and non -owned coverage, used in connection with the Permit. Limits of
coverage shall not be less than: $1,000,000 combined single limit.
Permit Holder shall name the State of Vermont and its officers and employees as additional insureds
for liability arising out of this Permit.
a=
— - rn
I
THE CONTRACTOR SHALL NOTIFY
'DIGSAFE' PRIOR TO ANY EXCAVATION
STONE LINED EMERGENCY
OVERFLOW
I
I
I
l
1
\
1 SONRISE
1 PARTNERSHIP, I
1 N/F
RESIDENTIAL
EXISTING PROJECT -BOUNDARY
- - -
ABUTTING PROPERTY LINE
- --
BUILDING SETBACK
-------516-'"
EXISTING GROUND CONTOUR
EXISTING TREE LINE
OHW
EXISTING UTILITY POLE AND OVERHEAD WIRE
- - - - - - - S - - - - - -
EXISTING SEWER LINE
- - - - - - - - - - - - -
EXISTING WATER LINE
�.
PROPOSED WATER LINE
S
PROPOSED SEWER LINE
SOIL BORING - G.W. MEASURED ON 6- -15
31
PROPOSED CONTOUR
G
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ANTONIO B. POMERLEAU, LLC
N/F
SHOPPING CENTER
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LOCATION PLAN
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/ APPROXIMATE LOCATION OF EXISTING WATER
/ 8 SEWER SERVICES. WHEN ENCOUNTERED
/ DURING EXISTING BUILDING DEMOLITION. CUT
/ AND CAP BOTH SERVICES.
CHANG MING & XIANG
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( N!F
RESIDENTIAL
dRAPfud ddkLE
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1 hnh - 10 1t
- -� SIDE YARD SETBACK UNDER PROPOSED
FORM -BASED CODE T-3 DISTRICT
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FRONT YARD SETB CK UNDER CURRENT
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IFRONTYARDSETBACK I
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1
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- SIDE YARD SETBACK
UNDER PROPOSED I
FORWBASEDCODE
T-3 DISTRICT
SITE LAYOUT IS BASED ON POSSIBLE NEW ZONING
FORM BASED CODE T-3 ZONING DISTRICT
ZONING SETBACK PLAN
SCALE: 1' = 20'
IJOHN L WOLFF, III
1 N/F
IRESIDENTIAL
I
�HUEN YUN POON
Nil
RESIDENTIAL
I
NEW SEWER MANHOLE
RIM ELEV = 316A
15' INV IN = 306.26
15' INV OUT = 306 26
6' PVC INV. IN = 306.26
THE CONTRACTOR SHALL VERIFY THE ACTUAL
SIZE AND LOCATION OF THE EXISTING SEWER
MAIN PRIOR TO ORDERING STRUCTURE
EXISTING CURB STOP LOCATION IS
UNKNOWN. CONTRACTOR SHALL
ATTEMPT TO LOCATE CURB STOP,
(CONTACT CITY IF NEEDED), AND
CLOSE CURB STOP AND REMOVE ROD.
Goo S�- � c t
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NOV 19 2015
PERMITTING SERVICES
-DETAIL A RESIDENTIAL ( /E
SEE NOTE 5
x
CURB (IF PRESENT )� - _ /
TREATED SHOULDER EDGE
EDGE OF TRAVELED WAY
HIGHWAY �
MINIMUM RADIUS =
THEORETICAL
RADIUS MINUS
SHOULDER WIDTH
XR , x 20' THEORETICAL RADIUS
= 60° MIN. PAVEMENT
- 90° DESIRABLE _ I—
IAL COMMERCIAL DRIVE TO BE USED ONLY
UNDER SPECIAL CONDITIONS
• WIDTH OF ACCESS FOR
ONE WAY TRAFFIC
PROPERTY
29 /•j
N���N OPERATIONS (18'-24')
LINE
�qI
A(�0g SEE NOTE
2
1
MIN.
R=20'
pP��
CURB ON R.O.W. \ MIN. R=20'
2.O.W. LINE
x
LINE
R.O.W. LINE
SHOULDER_
X R'S� _
R=_5'_ , - LIF EBESFNT)
EDGE
-41--5' MIN.
1 100' DESIRABLE
TRAVELED
WAY
40' MINIMUM
PAVEMENT
HIGHWAY-
A= 60° MINIMUM
90° DESIRABLE
)ETAIL D TWO-WAY COMMERCIAL DRIVE WITH DIVISIONAL ISLAND DETAIL E RIGHT TURN LANE FOR COMMERCIAL DRIVE
:OR SHOPPING CENTERS, LARGE HOUSING DEVELOPMENTS, (UNSIGNALIZED INTERSECTIONS ONLY)
NDUSTRIAL PLANTS AND SERVICE STATIONS
DRIVE USE WITH DETAILS C AND D WHEN VOLUME WARRANTS FOR
SEE RIGHT TURN LANES ARE MET.
LIMIT OF PARKING AREA
( SEE NOTE 41 R.O.W. LINE
4' MIN. . I I X X 30' MIN. RADIUS
18' MIN
12' MAX. 1 MIN. RADIUS 30' LESS SHOULDER WIDTH
MINIMU24' MAX. 24' MAX. PROPERTY LINE
THEORETICAL M RADIUS MINUS I I D=• T=•+
THE CURBED DIVISIONAL ISLAND SHALL NOT
SHOULDER WIDTH EXCEED 4' HEIGHT (AND HAVE NO PROJECTION
ABOVE THE CURB HEIGHT WITHIN THE R.O.W. I _ _ _ _ _ _ _ 4_ - - - - _ _.CURB (IF PRESENT )
LIMIT OF PARKING AREA OR CLEAR ZONE) SHOULDER EDGE
( SEE NOTE 41 1 R.O.W. LINE -- ----
30' THEORETICAL -RADIUS Rl x 30' THEORETICAL RADIUS �? SHOULD
CURB Y / '� -- U'1
( IF PRESENT ) � _ � � � _ _ _ MIN. SEE OETAI
J-T ---. E
SHOULDER EDGE 12 HOULDER
EDGE OF TRAVELED WAY
A = 60° MINIMUM PAVEMENT
HIGHWAY 90° DESIRABLE _ _ 1
DETAIL G PERSPECTIVE SKETCH OF DRIVE INTERSECTION
SHOWING DEPRESSION
CLEAR ZONE DISTANCE VARIES WITH
HIGHWAY CLASS AND TRAFFIC VOLUME.
REVISIONS AND CORRECTIONS
DEC. 11,1992 - THIS STANDARD SUPERCEDES B-71(7/23/80R),
B-71A (3/12/90), AND B-13 (12/14/71).
JUNE 1,1994 - REISSUED, WITHOUT CHANGE,
UNDER NEW SIGNATURES.
MAR. 10,1995 - REISSUED, WITHOUT CHANGE,
UNDER NEW SIGNATURES.
NOV. 16, 2000 - CHANGES MADE TO CONFORM WITH
LANGUAGE AND DIMENSIONS IN ACCESS
MANAGEMENT PROGRAM GUIDELINES.
FEB I, 2004 - CHANGES MADE TO SIGHT DISTANCE CHART
TO CONFORM WITH NEWEST AASHTO CRITERIA.
JUL•Y 8, 2005 - CHANGE MADE TO -OBJECT HEIGHT TO
EDGE OF TRAVELED WAYS
A = 60° MINIMUM
90° DESIRABLE HIGHWAY
• STORAGE LENGTH IS VARIABLE DEPENDING ON SPEED (MPH) v 30 35 40 50
TRAFFIC VOLUME AND MUST BE ADJUSTED TO
PROVIDE PROPER DECELERATION LENGTH. --LENGTH (MIN)(FT)(T) 100 120 140 180
REFER TO VAOT STANDARD 119 RATE 8:1 10:1 12:1 15:1
DETAIL H PROFILE OF DRIVE INTERSECTION
SHOWING 5" DEPRESSION ( CUT SECTION )
12'-0" rt
51, MIN. SHOULDER TRAVELED WAY.
DEPRESSION
10 MIN 20'
GROUND ROUN G I
I
LEVEL
DRIVE GRADE _ I J ` I
(15 % MAX. FOR AT LEAST A -JJ
12 FEET FROM POINT CULVERT IF NEEDED TO BE SIZE
OF VERTICAL INTERSECTION) SHOWN ON PLANS BUT NO LESS
THAN 15 "INSIDE DIAMETER .
(SEE NOTE 7 )
CROWN 2%
12"
18"
END SECTION 24" MINIMUM
(OPTIONAL)
SUBGRADE LINE
REFER TO AASHTO
"ROADSIDE DESIGN GUIDE"
FOR TREATMENT
AT CULVERT ENDS
LOCAL GRADING
AS NEEDED
APPROVED
RECTOR OF RO/
CHIEFF OF TIG/RAM. DEVELOPMENT
l 'UTI5LITIE
ES AND PERMITS
FEDERAL HIGHWAY ADMINISTRATION
SECTION A -A
UE I AIL C I WO -WAY UNDIVIDED a MERCIAL DRIVE FOR
SINGLE STORES, BUSINESSES, SMALL HOUSING DEVELOPMENTS
MIN. RADIUS =
THEORETICAL 7 lic,
RADIUS MINUS
SHOULDER WIDTH z
LIMIT OF PARKING AREA 24'MINIMUM -I
( SEE NOTE 40' MAXIMUM Id
10' THEORETICAL / — I R.O.W. LINE
RADIUS(URBAN) 30' MIN. RADIUS
30' THEORETICAL
RADIUS(RURAL)
i \ (RURAL)
i CURB (IF PRESENTY-, ` - - - - - - - - - - SEE DETAIL
SHOULDER EDGE SHOU DER '-E
�\��
EDGE' OF TRAVELED WAY ) )
A = 60° MINIMUM MIN. PAVEMENT
HIGHWAY �� 90° DESIRABLE
THIS DETAIL WILL ALSO APPLY TO COMMERCIAL SERVICE DRIVES,WHEN AUTHORIZED,HAVING
A MAXIMUM WIDTH OF 20'. THE SERVICE DRIVE WILL HAVE A "SERVICE VEHICLES ONLY"
SIGN PLACED AT THE HIGHWAY ROW LINE.SIGN SHALL BE 18"X 24" AS PRESCRIBED IN THE
"STANDARD HIGHWAY SIGNS BOOK", A SUPPLEMENTAL PUBLICATION TO-MUTCD.
DETAIL F. MINIMUM HORIZONTAL SEPARATION BETWEEN
DRIVEWAYS AND INTERSECTING SIDEROADS
a ¢
13i3 wuj
3 a1z ¢ 0 W w =o
w C3 w 2 J+ -1 =
aI 2:w>�>w
ZE o I o F?F
I VARIABLE I
VARIABLE BASED ON POSTED SPEE-)
D I
BASED ON (100a 230')
POSTED I
SPEED I
(125 =400') I
SH UInrp _
TRAVELED WAY
--HIGHWAY - - - - - - - - -
-----------------
TRAVELED WAY
SHOULDER
+ MINIMUM UNLESS NO OTHER REASONABLE ACCESS IS AVAILABLE AND PRIOR APPROVAL IS
GRANTED BY THE VAOT ITEMS SUCH AS TRAFFIC SIGNALS, HIGH TRAFFIC VOLUMES,
OR FUNCTIONAL CLASS OF HIGHWAY SHOULD BE CONSIDERED WHEN DETERMINING
APPROPRIATE SEPARATION DISTANCE. WHEN CURRENT RECOMMENDED SEPARATION
DISTANCE CANNOT BE OBTAINED RESTRICTION OF TURNING MOVEMENTS MAY BE REQUIRED.
DETAIL I PROFILE OF DRIVE INTERSECTION ( FILL SECTION
MIN 10'
ROUNDING EDGE OF EDGE OF HICHWA
LENGTH 20'-0" MIN. SHOULDER TRAVELED WAY
ADDDAAru ADCA I I I
1 -37 MAX. GRADE ( -0.03 ) 1
MAX (-0.15) ----- -- - - - --------
_- - -GA-` LINE I
IF PAVED DRIVE : SURFACE WITH 2"
BITUMINOUS CONCRETE PAVEMENT.
IF GRAVEL DRIVE : SURFACE WITH 3"
AGGREGATE SURFACE COURSE.
SEE DRIVE SIDE SLOPES TABLE
STANDAIRDS I OR
AND
- PILCIJ -LINE_ _
DRIVF Sm SI CIPFS
LOCATION OF SLOPE
SLOPE RATE
V > 40 MPH
1:6 OR FLATTER
URBAN AREAS, OR V < 40 MPH
-
1:4 DESIRABLE
1:2 ALLOWABLE
OUTSIDE CLEAR ZONE
1:2 OR FLATTER
RIESIDENT IAA
I NOTES:
I. THIS SHEET IS INTENDED FOR USE BY DESIGNERS ON HIGHWAY PROJECTS
AND IN CONJUNCTION WITH A PERMIT FOR WORK WITHIN HIGHWAY RIGHTS
OF WAY (FORM TA 2101. ALL CONSTRUCTION REQUIRED BY THE
PERMIT AND INDICATED ON THIS SHEET SHALL BE THE RESPONSIBILITY
OF THE APPLICANT AND IS SUBJECT TO THE APPROVAL OF
THE VT. AGENCY OF TRANSPORTATION. WHEN USED WITH THE PLANS
FOR A HIGHWAY CONSTRUCTION PROJECT. THIS SHEET IS INTENDED TO BE
A GUIDE FOR THE DESIGNER -CONCERNING DRWE-WIDTHS, HORIZONTAL, -.
VERTICAL AND GEOMETRIC CHARACTERISTICS.
2.ALL COMMERCIAL DRIVES SHALL BE PAVED FROM THE EDGE OF THE
TRAVELED WAY TO THE HIGHWAY RIGHT-OF-WAY, TO THE
FARTHEST POINT OF CURVATURE ON THE DRIVEWAY EDGE OR AS
DIRECTED BY THE DISTRICT TRANSPORTATION ADMINISTRATOR.THIS PAVING
IS INDICATED IN DETAILS (B THRU E) BY HATCHING.
3.DEPTH OF SUBBASE AND PAVEMENT TO BE THE SAME AS
HIGHWAY OR AS SHOWN'IN'DETAIL J WITHIN 7HE'TIMITS UF'THE
HIGHWAY RIGHT-OF-WAY.
4. VEHICULAR ACCESS FROM PARKING AREAS TO THE RIGHT-OF-WAY
AT OTHER THAN APPROVED ACCESS POINTS WILL BE PREVENTED BY
THE CONSTRUCTION OF CURBING OR OTHER SUITABLE PHYSICAL BARRIER.
5. IF CURB IS PRESENT, SEE APPROPRIATE CURB DETAIL STANDARD OR
MATCH TOWN/CITY STANDARD CURB TREATMENT.
6.WHERE TRAFFIC VOLUME FOR A PROJECT IS SUBSTANTIAL THE AGENCY
MAY REQUIRE SPECIAL LANES FOR TURNING, SIGNALS OR OTHER
MODIFICATIONS. BASED ON TRAFFIC STUDIES THE AGENCY WILL
DETERMINE SPECIFIC TREATMENT TO BE USED. ON DEVELOPER
PROJECTS THE AGENCY WILL WORK WITH THE APPLICANT TO IMPLEMENT
CHANGES TO THE STATE HIGHWAY.
7. CIRCULAR DRAINAGE CULVERTS UNDER DRIVES SHALL HAVE A
MINIMUM INSIDE DIAMETER ( I.D. ) OF I5". PIPE ARCHES
USED UNDER DRIVES SHALL HAVE A MINIMUM 'INSIDE CROSS -SECTIONAL
AREA EQUIVALENT TO THAT PROVIDED BY A 15" CIRCULAR PIPE.
8. THE OFFSET BETWEEN THE PROPERTY LINE AND THE EDGE
OF THE DRIVEWAY MAY BE GOVERNED BY LOCAL ZONING LAWS.
DRIVEWAY WIDTH RESTRICTIONS SHOWN PERTAIN ONLY TO THE AREA
WITHIN THE HIGHWAY R.O.W. OR THE END OF THE TURNING RADIUS
WHICHEVER IS GREATEST.
9. DRIVEWAY GRADES STEEPER THAN THOSE SHOWN MAY BE ALLOWED
AS LONG AS A 20' APPROACH AREA IS ACHIEVED FOR
THE VEHICLE TO PAUSE BEFORE ENTERING THE HIGHWAY.
(WHERE CURB & SIDEWALKS EXIST, SEE STANDARDS C-2A & C-2B)
10. INTERSECTION SIGHT DISTANCES, EQUAL TO OR GREATER THAN THOSE
SHOWN BELOW, SHOULD BE PROVIDED IN BOTH DIRECTIONS FOR ALL
DRIVES ENTERING ON PUBLIC HIGHWAYS, UNLESS OTHERWISE
APPROVED BY THE AGENCY OF TRANSPORTATION.
INTERSECTION SIGHT DISTANCE IS MEASURED FROM 'A POINT ON 'THE
DRIVE AT LEAST 15 FEET FROM THE EDGE OF TRAVELED WAY OF THE
ADJACENT ROADWAY AND MEASURED FROM A HEIGHT OF EYE OF 3.5
FEET ON THE DRIVE TO A HEIGHT OF 3.50 FEET ON THE ROADWAY.
SIGHT DISTANCE CHART
POSTED SPEED
OR
DESIGN SPEED
(M.P.H.)
MINIMUM STOPPING
SIGHT DISTANCE
(FT)
MINIMUM
INTERSECTION
SIGHT DISTANCE
(FT)
25
155
280
30
200
335
35
250
390
40
305
445
45
360
500
50
425
555
55
495
610
60
570
665
V645
T20
THE ABOVE VALUES ARE TAKEN FROM THE 2004 AASHTO
"A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS & STREETS."
NOTE : ADVANCE WARNING .SIGNS WILL BE REQUIRED -.IF OBTAINABLE
INTERSECTION SIGHT DISTANCES ARE BELOW MINIMUM STOPPING
SIGHT DISTANCES.
THE CHART IS ENTERED TO SELECT DESIGN VALUES BASED ON
THE POSTED SPEED LIMIT IN MPH. VALUES FOR DESIGN ARE
CALCULATED BASED ON THE DESIGN SPEED IN MPH.
• ASSUMES A GAP OF 7.5 SECONDS IN THE TRAFFIC STREAM ON
THE HIGHWAY MAINLINE BASED ON THE HIGHWAY DESIGN SPEED
IN MPH. THIS ALLOWS A STOPPED PASSENGER VEHICLE TO ENTER
THE MAINLINE FROM THE DRIVE WITHOUT UNDULY INTERFERING
WITH THE HIGHWAY OPERATIONS.
STANDARt�
JDLamoureux &t DiCKinson
Engineers Surveyors Planners Wetland & Soil Scientists
November 18, 2015
Justin Rabidoux
City of South Burlington
575 Dorset Street
South Burlington, VT 05403
Subject: 57 Hinesburg Road
Preliminary sewer and water allocation request
Dear Justin:
As we discussed, we are writing on behalf of our client Brown Estates, LLC (Leon Brown) to request
Preliminary water and sewer allocation for the four unit residential building proposed at 57
Hinesburg Road. For the wastewater application, we are requesting credit for the existing dwelling
and allocation for three new three -bedroom units for a total new allocation of 630 Gallons Per Day.
For the water application, again we are requesting credit for the existing dwelling and allocation for
three new three -bedroom units for a total new allocation of 1,350 Gallons Per Day.
Sin rely,
oug In S., .I.
c: Leon Brown
Ray Belair
P:\2014U40ISPRELIMINARY SEWER - WATER ALLOCATION REQUEST.DOC
14 Morse Drive, Essex, VT 05452 802.878.4450 www.LDengineering.com
♦ Innovative Solutions ♦ Quality Service
FOR INTERNAL USE ONLY
WWA Permit # -
CITY OF SOUTH BURLINGTON
APPLICATION for WASTEWATER ALLOCATION
*Items marked with an asterisk must be filled in by ALL applicants
*APPLICANT INFORMATION
Applicant: Brown Estates, LLC c/o Leon Brown
Contact Person: Doug Henson, Lamoureux & Dickinson
Mailing Address: 14 Morse Drive, Essex Junction,VT 05452
Telephone & Fax for Contact Person:
Property Owner Name (if not applicant):
Property Owner Mailing Address:
ph. 878-4450 fax 878-3135
*Physical Location of Project: 57 Hinesburg Road
ign re of Applicant Si at of Property Owner
(Bo applicant and property owner UST Sig the application!)
*Project Information
If the project is a single-family home, please check one: =New =Existing
If not a single-family home, project name: Brown Estates four-plex
*Application or Permit Numbers: (from Planning & Zoning office)
# SD - 15 - 30
Engineer's Information for flows over i,000 gpd
Name of Engineer: Doug Goulette
Firm: Lamoureux & Dickinson
Mailing Address: 14 Morse Drive Essex, VT, 05452
Phone & Fax: ph. 878-4450 fax 878-3135
PE License #: 5611
*Flow Calculations
(You may substitute an engineer's calculation or letter for the information requested
below)
For residential projects, list number of bedrooms and units requested:
Number of
Bedrooms
Number of Units
X
Gallons per day
per unit =
Total Flows
1
140
2 or more
3 additional units
210
630 GPD
TOTAL
3 additional units
630 GPD
Notes: 3 additional units are proposed, in addition to the existing dwelling on the lot
For commercial and industrial projects, list existing and proposed tenants, uses and
flows:
Tenant/ Type of use Number of Flows per Other Total
Business seats, SF, etc X unit Adiustments Flow
TOTAL
*Total development wastewater flow requested: 630 gallons per
day
Flow characteristics (for commercial and industrial projects)
Volume:
Flow rate:
Strength:
Please do not write below this line
Application & Recording Fee received:
Name
Receiving Plant: rport Pkwy Bartlett Bay
City Center District: Yes �No
Date
Approved by Water Pollution Control Department (Commercial and Industrial
Projects)
Director of Water Pollution Control
Date
Preliminary allocation issued: (payment of fee is not required)
Director of Planning and Zoning
Date
Final allocation issued: (payment of fee is required, either in full or pro -rated for
projects with multiple zoning permits involved)
Director of Planning and Zoning
Final allocation expires
(Date)
Date
with permit #
Zoning permit issued with permit#
(Date)
Associated WW connection permit (if applicable) #
For extensions of Final Allocation Only
EXTENSION GRANTED to
(Date) (Date of Expiration)
50% EXTENSION FEE PAID $
(Date) (Amount)
APPLICATION FOR WATER ALLOCATION
* Items marked with an asterisk must be filled in by ALL applicants
* Applicant Information
Applicant: Brown Estates LLC
Contact Person: Leon Brown
Mailing Address: 15 Ruth Street, South
Telephone & Fax for Contact:
Property Owner Name (if not applicant):
Property Owner Mailing Address:
598-8844
* Phy oWcation of project: 57 Hinesburg Road
'I'SignatGrdof Applicant
* Project Information
If the project is a single-family home, please check one: New Existing
(For existing homes, no Application is required if revised demand is less than 1,000 gpd.)
If not single-family home, project name: Brown Estates
* Application or Permit Numbers: (from Department of Planning & Zoning)
# SD-15-30
Engineer's Information for flows over 1,000 gpd
Name of Engineer: Doug Goulette
Firm: Lamoureux & Dickinson
Mailing Address: 14 Morse Drive, Essex Junction, VT 05452
Phone & Fax: 802-878-4450
PE License #: 5611
* Flow Calculations
(You may substitute an engineer's calculation or letter containing the information requested
below)
For additional bedrooms in single-family homes:
Number of existing bedrooms:
Number of additional bedrooms requested:
Page I
I
APPLICATION FOR WATER ALLOCATION
For other residential nroiects_ list number of bedrooms and units requested:
Number of
bedrooms
x
Number of units
x
Gallons per day
per unit
= Total flows
1
150
2
300
3
x
3
450
1,350
4
600
5
750
6+ (specify)
TOTAL
1,350
[-or commercial and industrial projects, list existing and proposeci tenants, uses ana tlows:
Tenant / Number of Other
Business TVDe of use seats. SF, etc. x Flow Der unit Adiustments Total flow
TOTAL
* Total development water flow requested: 1,350 gallons per day
Please do not write below this line
Approved by Water Department
Superintendent of Water
Preliminary Allocation approved:
Final Allocation approved:
Final Allocation Expires:
(Date)
For Extensions of Final Allocation Only
EXTENSION GRANTED
(Date)
G:Word:SBForms:WaterallocationForm
Date
Date
Date
with permit # - -
to
(Date of Expiration)
Page 2
LDLamoureux &t Dickinson
Engineers Surveyors - Planners Wetland & Soil Scientists
November 18, 2015
Mr. Jim Clancy
VTrans Utilities and Permits Unit
1 National Life Drive
Montpelier, VT 05633-5001
Re: Brown Estates, LLC, 57 Hinesburg Road, South Burlington
Driveway/Utility Permits
Dear Jim:
Attached please find a completed State Highway Access and Work Permit Application,
one full size and one half size copy of the project plans for the above referenced project.
This application involves replacing the existing paved drive serving the single family
dwelling with a new 20' wide paved drive to serve a proposed new four unit residential
building. In addition, the proposed connection to the municipal water system is within the
Route 116 right-of-way on the westerly side of the road, and the proposed connection to
the municipal sanitary sewer system will be east of the centerline of the Route 116
pavement.
This project received its Preliminary Plan approval from the City Development Review
Board on November 5, 2015 under application SD-15-30. In that decision, the DRB
required that the project obtain a Letter of Intent from your office prior to submitting an
application to them for Final Approval. The project does not require an Act 250 permit, nor
does it require a permit under 30 VSA 248. We understand that the Final Permit will not
be issued until all other State and Local permits have been issued. Based on the ITE
Trip Generation Manual, 9th Edition, the project is anticipated to generate 3 exit trips and 1
entering trip during the a.m. peak hour and 3 entering trips and 1 exiting trip during the
p.m. peak hour
If you have any questions or need additional information, please don't hesitate to call.
Sincerely,
17
�i
146111-
Dol Henson, L.S.
Enclosures
c: Leon Brown, Brown Estates, LLC.
Ray Belair, Administrative Officer, City of South Burlington
P:\2014\14015\VTRANS COVER.DOCX
14 Morse Drive, Essex, VT 05452 802.878.4450 www.LDengineering.com
♦ Innovative Solutions ♦ Quality Service
PERMIT ID# FOR AGENCY USE ONLY
Town:
Route:
Mile Marker:
Log Station:
VERMONT AGENCY OF TRANSPORTATION
State Highway Access and Work Permit
Owner's/Applicant's Name, Address & Phone No. 3RL)W,Q — /S" Ruz-1-1 ST
. Sc96J/ /-/ 091-IA-f6-7-W1 L/ 67s5/03 65 ` --:99 411
Co -Applicant's Name, Address & Phone No. (if different from above)
The location of work (town, highway route, distance to nearest mile marker or intersection & which sid
577
Description of work to be performed in the highway right-of-way (attach plan)
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Property Deed Reference Book: /2,92 Page: 3// (only required for Permit Application for access)
Is a Zoning Permit required? Yes ®No ❑ - If Yes, # S[� l 5-30
Is a 30 VSA § 248 permit required? Yes ❑ No If Yes, #
Is an Act 250 permit required? Yes ❑ No X - If Yes, #
Other permit(s) required? Yes No ❑ - If Yes, name and # of each pt'..'Is
Date applicant expects work to begin f�& a -i A R y 1 20 Zilp
Owner/Applicant: ZcoAJ :73 Rg, Position Title: n WAJ64P_
rir}_name above)
Sign in Shaded area: Date:
Co -Applicant: Position Title:
(Print name above)
Sign in Shaded area: Date:
INSTRUCTIONS: -Contact the Agency of Transportation, Development Review and Permitting Services Section
(802.828.2653), One National Life Drive, Montpelier, VT 05633, or your local area Agency Transportation
Maintenance District to determine your issuing authority. The issuing authority will determine what plans and
other documents are required to be submitted with your Vermont Statutes Annotated, Title 19, Section 1111,
permit application request.
-Read both sides of this Application Form then complete (some information may not apply to you) and attach
all necessary documents and submit it to the issuing authority. We require this application to be signed by
the property owner or their legally authorized representative. Original signatures are required on an
original Form.
-The Owner/Applicant and Co -Applicant (if applicable) declares under the pains and penalty of
perjury that all information provided on this form and submitted attachments are to the best of their
knowledge true and complete.
PERMIT APPROVAL
The work is subject to the restrictions and conditions on the reverse page, plus the Special Conditions stated on the attached page(s).
Date work is to be completed
M
Authorized Representative for
Secretary of Transportation
Issued Date
Date work accepted:
0
DTA or Designee
NOTICE: This permit covers only the Vermont Agency of Transportation's jurisdiction over this highway under Vermont
Statutes Annotated, Title 19, Section 1111. It does not release the petitioner from the requirements of any other statutes,
ordinances, rules or regulations. This permit addresses only access to, work within, and drainage affecting the state highway. It does
not address other possible transportation issues, such as access to town highways, use of private roads, and use of railroad
-_crossings, if -relevant to the proposed development, such issues must be addressed separately.
No work shall be done under this permit until the owner/applicant has contacted the District Transportation Office at:
May 1, 2015 (All previously dated editions are not valid)
RESTRICTIONS AND CONDITIONS
DEFINITIONS:
"Agency" means the Vermont Agency of Transportation (a/k/a VTrans).
"Engineer" means the authorized agent of the Secretary of Transportation.
"Owner/Applicant" means the party(s) to whom the permit is to be issued.
"Co -Applicant" means the party who performs the work, if other than Owner/Applicant or a secondary Owner/Applicant under a
joint permit application.
"Permit Holder" means the party who currently owns the lands abutting the highway that are the subject of the permit.
GENERAL:
By accepting this permit, or doing any work hereunder, the Owner/Applicant agrees to comply with all of the
restrictions and conditions and any imposed special conditions. If the Owner/Applicant is aggrieved by the restrictions and
conditions or special conditions of the permit, they shall submit a written request for consideration to the Engineer within 30-
days of permit issuance and prior to starting any work. No work will be authorized by the Agency, or performed under the
permit, until the dispute is fully resolved.
Vermont Statutes Annotated, Title 30, Chapter 86 ("Dig Safe") requires notice to Dig Safe before starting excavation
activities. The Permit Holder or his/her contractor must telephone Dig Safe at 811 at least 48 hours (excluding Saturdays,
Sundays and legal holidays) before, but not more than 30 days before, starting excavation activities at any location. In
addition, please note that the Agency and many municipalities are not members of Dig Safe and will need to have their utility
facilities investigated with due diligence prior to starting excavation activities in or on the State Highway right-of-way.
The Permit Holder is to have a supervisory representative present any time work is being done in or on the State Highway
right-of-way. A copy of this permit and Special Conditions must be in the possession of the individual performing this work for the
Permit Holder.
Except with the specific, written permission of the District Transportation Administrator, all work in the State Highway right-of-
way shall be performed during normal daylight hours and shall cease on Sunday, on all holidays (which shall include the day before
and the day following), during or after severe storms, and between December 1 and April 15. These limitations will not apply for the
purposes of maintenance, emergency repairs, or proper protections of the work which includes, but not limited to, the curing of
concrete and the repairing and servicing of equipment.
The Owner/Applicant shall be responsible for all damages to persons or property resulting from any work done under this
permit, even if the Applicant's Contractor performs the work. All references to the Owner/Applicant also pertain to the Cc -Applicant.
The Owner/Applicant must comply with all federal and state statutes or regulations and all local ordinances controlling
occupancy of public highways. In the event of a conflict, the more restrictive provision shall apply.
The Owner/Applicant must, in every case where there is a possibility of injury to persons or property from blasting, use a pre -
approved Blasting Plan. All existing utility facilities shall be protected from damage or injury.
The Owner/Applicant shall erect and maintain barriers needed to protect the traveling public. The barriers shall be properly
lighted at night and must be MUTCD (Manual on Uniform Traffic Control Devices) compliant.
All temporary and permanent traffic control measures and devices shall be MUTCD compliant.
The Owner/Applicant shall not do any work or place any structures or obstacles within the State Highway right-of-way, except
as authorized by this permit.
The Owner/Applicant may pay the entire cost of the salary, subsistence and traveling expenses of any inspector appointed by
the Engineer to supervise such work.
The Engineer may modify or revoke the permit at any time for safety -related reasons, without rendering the Agency or the
State of Vermont liable in any way.
In addition to any other enforcement powers that may be provided for by the law, the Engineer may suspend this permit until
compliance is obtained. If there is continued use or activity after suspension, the Engineer may physically close the work area and take
corrective action to protect the safety of the highway users.
The Permit Holder shall be responsible to rebuild, repair, restore and make good all injuries or damage to any portion of the
highway right-of-way that has been brought about by the execution of the permitted work, for a minimum period of eighteen (18)
months after final inspection by the District.
Any approved variance from the permitted plans is to be recorded on "as-builts" with copies provided to both the Chief of
Permitting Services and the District Transportation Administrator.
ACCESS:
This permit (if for access) does not become effective until the owner/applicant records in the office of the appropriate
municipal clerk, the attached "Notice of Permit Action"
As development occurs on land abutting the highways, the Agency may revoke a permit for access and require the
construction of other access improvements such as the combination of access points by adjoining owners.
Under Vermont Statutes Annotated, Title 19, Section 1111, no deed purporting to subdivide land abutting a state highway can
be recorded unless all the abutting lots so created are in accordance with the standards of Section 1111.
The Permit Holder acknowledges and agrees that neither this permit nor any prior pattern of use creates an ownership
interest or other form of right in a particular configuration or number of accesses to or through the highway right-of-way, and that
the right of access consists merely of a right to reasonable access the general system of streets, and is not a right to the most
convenient access or any specific configuration of access.
DRAINAGE:
The Owner/Applicant shall install catch basins and outlets as may be necessary, in the opinion of the Engineer, to preclude
interference with the drainage of the state highway. Direct connections shall not be allowed without written approval.
UTILITY WORK; CUTTING AND TRIMMING TREES:
The Owner/Applicant shall obtain the written consent of the adjoining owners or occupants or, in the alternative, an order from
the State Transportation Board in accordance with, Vermont Statutes Annotated, Title 30, Section 2506, regarding cutting of or injury to
trees.
In general, all utilities shall be located adjacent to the State Highway right-of-way boundary line and shall be installed without
damaging the highway or the highway right-of-way. No pole, push -brace, guy wire or other aboveground facilities shall be placed
closer than 10 feet to the edge of traveled -way. If the proposed utility facilities are in conflict with the above, each location is subject to
the approval of the Engineer.
Poles and appurtenances shall be located out of conflict with intersection sight distance, guardrail, ditches, signs, culverts, etc.
Where the cutting or trimming of trees is authorized by permit, all debris resulting from such cutting and trimming shall be
removed from the State Highway right-of-way.
Open cut excavation for highway crossings is NOT the option of the Applicant, and may be utilized only where attempted
jacking, drilling, or tunneling methods fail or are impractical. The Owner/Applicant shall obtain an appropriate modification of the
highway permit from the Engineer before making an open cut.
JOINT PERMITS:
A joint permit application is required when more than one party will be involved with the construction, maintenance, and/or
operation of the facility being constructed under this permit. Examples include, but are not limited to, joint ownership or occupancy of a
utility pole line and construction of a municipal utility line by a contractor. Both utility companies, and in the second case, the
municipality and the contractor, must be joint applicants.
southburlhn o t nna PLANNING & ZONING
November 5, 2015
Doug Henson — Lamoureux & Dickinson
14 Morse Drive
Essex Jct., VT 05452
Re: Preliminary Plat Approval #SD-15-30, 57 Hinesburg Road
Dear Mr. Henson:
Enclosed, please find a copy of the Findings of Fact and Decision of the above
referenced project approved by the South Burlington Development Review Board on
November 5, 2015. Please note the conditions of approval, including that the final plat
review application must be submitted within 12 months of this approval.
If you have any questions, please contact me.
Sincerely,
"J.Be
Administrative Officer
Encl.
CERTIFIED MAIL- RETURN RECEIPT: 7015 0640 0007 8199 3310
575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101
www.sburi.com
APPLICATION FOR SUBDIVISION PLAT REVIEW
✓❑Preliminary ❑Final
PUD Being Requested? OYes ❑No
All information requested on this application must be completed in full. Failure to provide the requested
information either on this application form or on the plans will result in your application being rejected
and a delay in the review before the Development Review Board.
1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #)
Brown Estates, LLC _
15 Ruth Street, South Burlington, 05403, 598-8844
2. LOCATION OF LAST RECORDED DEED (Book and page #) Bk 1202, page 311
3. APPLICANT (Name, mailing address, phone and fax#)
South Burlington, VT 05403, 598-8844
4076 Shelburne Road, Suite 6 Shelburne, VT 05482
Leon Brown, 15 Ruth Street
4. CONTACT PERSON (Name, mailing address, phone and fax #)
Doua Henson - Lamoureux & Dickinson
14 Morse Drive Essex, VT 05452 878-4450 phone 878-3135 fax
a. Contact email address: dough@LDengineering.com
5. PROJECT STREET ADDRESS: 57 Hinesburg Road
6. TAX PARCEL ID # (can be obtained at Assessor s Office) 0860-00057
575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com
7. PROJECT DESCRIPTION
a. General Project Description (describe what you are proposing):
The existing dwelling, garage and drive will be removed, and a new 4-unit
residential building is proposed, as well as associated site and utility_
iimprovements.
b. Existing Uses on Property (including description and size of each separate use):
An existing single family dwelling is approximately 775 sf. The existing garage
is approximately 490 s.f.
c. Proposed Uses on property (include description and size of each new use and existing uses to
remain): The proposed new 4-unit residential building will be approximately _
5,570 s.f. The proposed new driveway will be approximately 5,000 s.f.
d. Total building square footage on property (proposed buildings and existing buildings to remain):
The proposed new 4-unit residential building will be approximately 5,570 s.f.
e. Height of building & number of floors (proposed buildings and existing buildings to remain,
specify if basement and mezzanine): The proposed new 4-unit residential building is
2 stories. the new building will be 38 feet tall.
f. Number of residential units (if applicable, new units and existing units to remain):
4 residential units are proposed.
g. Number of employees (existing and proposed, note office versus non -office employees):
As a residential project, there will be no employees.
h. Other (list any other information pertinent to this application not specifically requested above,
please note if Overlay Districts are applicable):
The project is located in the Traffic Overlay District.
i. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc.
There are no changes to any property lines proposed. The number of
residential units will increase from one to four.
Subdivision Application Form. Rev. 12-2011
8. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed)
a. Size of Parcel: 16,025
b. Building Coverage:
Existing 1,265
Proposed _ 5,570
(acres /sq. ft.)
square feet 8 %
square feet 35 %
c. Overall Coverage (building, parking, outside storage, etc):
Existing 3,680 square feet 22 %
Proposed M57O square feet 67
d. Front Yard Coverage(s) (commercial projects only):
Existing square feet %
Proposed square feet _ %
9. WETLAND INFORMATION
a. Are there any wetlands (Class I, 11, or III) on the subject property?
❑ Yes [D No
b. If yes, is the proposed development encroaching into any of these wetlands
associated 50 buffers (describe) The project boundary is greater than one hundred
feet (100') from the edge of the "advisory wetland" shown on the ANR website.
c. If yes, please submit the following with this application:
1. A site specific wetland delineation of the entire property or a written statement that the applicant is
relying on the City s wetland map.
2. Response to the criteria outlined in Section 12.02(E) of the Land Development Regulations
(applicant is strongly encouraged to have a wetland expert respond to these criteria)
10. AREA DISTURBED DURING CONSTRUCTION: 16,025 SQ. FT. *
*Projects disturbing more than one (1) acre of land must follow the City s specifications for erosion
control in Article 16 of the Land Development Regulations. Projects disturbing more than one (1)
acre require a permit from the Vermont Department of Environmental Conservation.
3 Subdivision Application Form. Rev. 12-2011
11. COST ESTIMATES
a. Building (including interior renovations): $ 500,760
b. Landscaping: $12,790
(Please submit itemized list of landscaping proposed)
c. Other site improvements (please list with cost) parking/utilities = $ 100,000
12. ESTIMATED TRAFFIC
a. P.M. Peak hour for entire property (In and out): 2 peak hour trips (residential)
13. PEAK HOURS OF OPERATION: 7:30 - 8:30 AM & 4:30 - 5:30 PM
14. PEAK DAYS OF OPERATION: Monday - Frida
15. ESTIMATED PROJECT COMPLETION DATE: Spring 2017
16. PLANS AND FEE
Plat plans shall be submitted which shows the information required by the City s Land Development
Regulations. Five (5) regular size copies, one reduced copy (I 1" x 17"), and one digital (PDF-format)
copy of the plans must be submitted. A subdivision application fee shall be paid to the City at the time
of submitting the application, ee the City fee schedule for details.
NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining
property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington
Land Development Regulations, is the responsibility of the applicant. After deeming an application
complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public
hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the
City prior to the start of any public hearing.
AM
e4 cD �'-, 9ais
Subdivision Application Form. Rev. 12-2011
I hereby certify that all the information requested as part of this application has been submitted and is
accurate to the best of my knowledge. ,/)
Do not write below this line
DATE OF SUBMISSION: v e�
I have reviewed this preliminary plat application and find it to be:
12/complete Incomplete
1
inistrative fficer Date
The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits
for this project. Call (802) 879-5676 to speak with the regional Permit Specialist.
5
Subdivision Application Form. Rev. 12-2011
{
South Burlington Fire Department
575 Dorset Street
South Burlington, Vermont 05403
802-846-4110
September 30, 2015
Mr. Ray Belair
City of South Burlington
575 Dorset Street
South Burlington, Vermont 05403
Re: Brown Estates, Hinesburg Road
Dear Ray:
We have reviewed the plans for the proposed construction of a 4 unit multi -family dwelling
at 57 Hinesburg Road. We have the following recommendations:
Compliance with all requirements of the Vermont Fire Building and Safety Code for any
applicable structures.
2. Trees, fences and floral outcroppings should be placed so as not to interfere with the
deployment of the aerial ladder, hoselines, portable ladders and other firefighting
equipment.
3. The dead-end driveway is an issue for us, but in addressing this the builders representative
at the staff review meeting indicated that the units would have residential sprinklers
installed.
At this point these seem to be the major issues which present themselves. As this project
moves forward additional items may surface which could be dealt with as needed with the
assistance of the developer and the South Burlington Fire Marshal.
Should you need any further assistance on this project please feel free to contact me.
Sincerely,
(7aagl�S. Bi-evLt
Douglas S. Brent
Fire Chief
map
scut _', ing-ion
Plan Transmittal Form
To: Fire Department/ Department of Public Works
From: Ray Belair
Date Transmitted: 09/15/15
Comments Due: September 28, 2015
Project Description/Meeting Date:
Preliminary plat application #SD-15-30 of Leon Brown for a planned unit development on a 0.37 acre lot
developed with a single family dwelling. The project consists of: 1) razing the existing single family dwelling, and
2) constructing a four (4) unit multi -family dwelling, 57 Hinesburg Road.
Other Notes: Meeting date is 10/06/15
To: Fire Department/ Department of Public Works
From: Ray Belair
Date Transmitted: 09/15/15
Comments Due: September 28, 2015
Project Description/Meeting Date:
Preliminary plat application #SD-15-30 of Leon Brown for a planned unit development on a 0.37 acre lot
developed with a single family dwelling. The project consists of: 1) razing the existing single family dwelling, and
2) constructing a four (4) unit multi -family dwelling, 57 Hinesburg Road.
Other Notes: Meeting date is 10/06/15
ray
From:
Dave Wheeler
Sent:
Friday, September 18, 2015 8:45 AM
To:
ray; Dan Albrecht
Cc:
Tom Dipietro
Subject:
Planned 4-Unit Development Site & Utilities Plan
Ray & Dan,
The Stormwater Section has reviewed the "Planned 4-Unit Development Site & Utilities Plan" site plan prepared by
Lamoureux & Dickinson Consulting Engineer, Inc., dated 6/23/15. We would like to offer the following comments:
1. The proposed project is located in the Potash Brook watershed.
2. The plans should indicate the total proposed impervious surface.
3. Provide a map showing the drainage area flowing to the proposed infiltration area.
4. If any hydraulic modeling has been developed for the infiltration practice, please provide it for record.
5. Work in the City Right Of Way (ROW) requires a permit before construction can begin. A "Permit to Open Streets
or Right -Of -Way" can be obtained from the South Burlington Department of Public Works on their web site, or
by stopping by their office located at 104 Landfill Road.
6. The DRB should include a condition requiring the applicant to regularly maintain all stormwater treatment
practice.
Thank you for the opportunity to comment.
Dave
David P. Wheeler
Assistant Stormwater Superintendent
Department of Public Works
City of South Burlington
104 Landfill Road
South Burlington, VT 05403
(802) 658-7961 Ext. 113
www.sbLirl.com
Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning Citv business, concerning
a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made
confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation.
ray
From:
Craig Lambert
Sent:
Monday, September 21, 2015 11:19 AM
To:
ray
Subject:
brown Estates
Ray, the landscape plan for Brown Estate, 57 Hinesburgh Rd look good.
Craig Lambert
South Burlington City Arborist
104 Landfill Rd
South Burlington, VT 05403
Ph: 802-658-7961
Fax: 802-658-7976
email: clam bert(d,)sburl.com
Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of
documents received or prepared for use in matters concerning City business, concerning a City official or
staff, or containing information relating to City business are likely to be regarded as public records which
may be inspected by any person upon request, unless otherwise made confidential by law. If you have
received this message in error, please notify us immediately by return email. Thank you for your
cooperation.
� 9�creati*on P.
Cites triltts :. - Pscltirilla..,. Farii' ,.Prci aimsNotic,
ie In Movie
e Change Due to SBHS Home -
ring!
!ay September 25, 6-8 p.m.
lerick H. Tuttle Middle School
-t your engine!
d your own cardboard car at
ze and bring it to sit in and
ch our special themed "Drive
3t FHTMS while we watch the
v-ie Cars. We will be sure to
e plenty of fun Cars themed
vities, popcorn and lemonade.
re will also be photo oppor-
[ties with a real life "race car."
registration required. $1 per
icipant at the door. All youth
;t be accompanied by anadult.
ES TODAY
or Youth and Adults!
ientary exam.
t te5 in oil
('SIC S
& Lr: n=i
1 Kennedy Drive
So. Burlington, VT
862-7569
We have several Preschool pro-
grams starting in September.
These programs are a great way
of getting your little one involved
in meeting new friends, learning
a new skill, and having fun while
exploring the world of recreation
and parks. Take a look at these
programs beginning soon. Don't
miss the fun - register today!
Bitty Baling Class
Our first.Bitty Baking class of the
season is scheduled to start on
September 25 as we make mini
apple pies. Your little one will love
mixing and measuring as we learn
some basic cooking skills and bak-
ing magic. A theme related story
and activity will take place while
the pies are baking. Sure to be a
success - without the mess!
S. B. Family Center Playgroups
in Full Swing!
These free playgroups operate
Monday -Thursday from 9:30 to
11:30 a.m. at the O'Brien Center
on Patchen Road. If you are look-
ing for more information, please
contact Colleen at 489-0410.
Kayak Clinic is designed to intro-
duce your family to on the water
fun. We base the program out of
Red Rocks Park and provide ev-
erything needed from Paddle to
PFD. Join our experienced staff on
this group led adventure in either
single or tandem kayaks. Even the
experienced paddler will enjoy
the tour of the bay and beyond.
Two sessions are available for
your convenience; check out our
website for more details.
Champlain Islands Tour
September 22
10 a.m.-2 p.m. at City Hall
$30 Resident/$36 Non -Resident
Hop onboard our new Recreation
and Parks bus and ride to the
Lake Champlain Islands. Gor-
geous views and plenty of photo
opportunities will be available as
we stop at an apple orchard and
antique shops and grab lunch
along the way.
Young at Heart Happenings
September 23
Music by Margie Bekoff and Jim Morse
CVAA Meal: Chicken Cordon bleu, scalloped potatoes, zucchini,
baguette and rice pudding
Program: Enjoy listening to this wife and husband duet, playing
the harp and trumpet. They will playfamiliar songs and we can all
sing along. Fun and lively event for all to enjoy!
September 30
Hot Cinnamon Apple Smoothies
CVAA Meal: Spaghetti and meatballs, salad, garlic bread, Jell-O
salad
Program :We'll make these healthy, delicious smoothies to enjoy
while playing cards and games. A taste of Vermont!
FREE MASSAGE
WITH THE PURCHASE OF ANY PERSONAL TRAINING
PACKAGE, RECEIVE A FREE 60-MINUTE MASSAGE
WITH CERTIFIED MASSAGE THERAPIST JENNIFER KIEL*
Burlington City Hall Confer-
ence Room, 575 Dorset Street,
South Burlington, Vermont on
Tuesday October 6, 2015 at 7:00
P.M. to consider the following:
#5ll-15-JU of Leon Brown for a -
planned unit development on
a 0.37 acre lot developed with
a single family dwelling. The
project consists of.1) razing the
existing single family dwelling,
and 2) constructing a four (4) '
unit multi -family dwelling, 57'
Hinesburg Road.
Conditional use application
#CU-15-08 of Lee Wrialev to
Final plat application #SD-15
31 of The Snyder South Pointe
Limited Partnership to amend`
a previously approved planned;'
unit development consisting of
removing one (1) single; family: !,
four (4) single family dwellings.
The amendmentconsists of
increasing the depth of the four
(4) footprint lots from 70 ft. to 80
fti, 111 Upswept Lane.
Tim Barritt, Chair
South Burlington Development`
Review Board
Copies of the applications are
available for public inspection,
proceeding is a prerequisite to
the right to take anysubsequent
appeal. '
September 17, 2015
CROSSWORD
SOLUTION
CITY OF SOUTH BURLLINGTON CERTIFICATE OF SERVICE
I hereby certify that on this 15th day of September, 2015, a copy of the foregoing public
notice for Preliminary Plan #SD-15-26, was sent by U.S. mail, postage prepaid to the owners of
all properties adjoining the subject property to development, without regard to any public right-
of-way, and including the description of the property and accompanying information provided
by the City of South Burlington. I further certify that this notification was provided to the
following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South
Burlington Land Development Regulations:
List of recipients:
(full names and addresses)
Sonrise Partnership
c/o Unsworth Property Management, LLC
26 Railroad Ave.
Essex Junction, VT 05452
Chang Ming Jiang & Xiang Yong Jiang
55 Hinesburg Rd.
South Burlington, VT 05403
Huen Yun Poon
60 Hinesburg Rd.
South Burlington,
Antonia B Pomerleau
69 College St.
Burlington, VT 05401
John L. Wolff, III
121 Holmes Rd.
South Burlington, VT 05403
James R. Fuller & Janelle Gilbert -Fuller
61 Hinesburg Rd.
VT 05403 South Burlington, VT 05403
Dated at Essex, Vermont, this 15th day of September, 2pp015.
Printed Name:
Phone number and email:.��
Signature: �i1, ✓ . r`
Date:-1�
Remit to: City of South Burlington
Department of Planning & Zoning
575 Dorset Street
South Burlington, VT 05403
South Burlington Sample Certificate of Service Form. Rev. 1-2012
P:\2014\14015\Preliminary Plan\cert of sery 9-15-15.rtf
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II
11 IPF
0.4' BG
1
PROJECT BOUNDARY
—
ABUTTING PROPERTY LINE
IPF
q
IRON PIPE FOUND
PS
IRON PIPE SET
N/F
NOW OR FORMERLY
— A,E&T
UNDERGROUND ELECTRIC,
TELEPHONE AND CABLE SERVICE
------W-----
WATER SERVICE
S— — —
— — SEWER SERVICE
WOOD STOCKADE FENCE
e e e 9
VINYL STOCKADE FENCE
AG
ABOVE GRADE
BG
BELOW GRADE
JOHN L. WOLFF, III
VOL. 804, PG. 733 NOTES:
1. THIS PLAT WAS COMPILED FROM FIELD SURVEYS AND RECORD RESEARCH
INCLUDING THE USE OF THE FOLLOWING PLATS:
A "PLAT OF SURVEY OF LANDS OF POMERLEAU REAL ESTATE COMPANY.
SOUTH BURLINGTON VERMONT," BY FITZPATRICK-LLEWELLYN INC., DATED
JAN., 1987, AS RECORDED IN SLIDE 198 OF THE CITY OF SOUTH BURLINGTON
LAND RECORCS.
B. "PLAN OF PROPERTY OF ERNEST LEBLANC, HINESBURG ROAD, SOUTH
BURLINGTON, VERMONT, BY ARTHUR W. HOAG, LAND SURVEYOR,
BURLINGTON, VERMONT. DATED MAY 27 1947, AS RECORDED IN SLIDE 4 OF
THE CITY OF SOUTH BURLINGTON LAND RECORDS.
C. "PLAN OF PROPERTY OF WM. & GRETA G. WARD. SO. BURLINGTON,
VERMONT" BY ARTHUR W. HOAG & ASSOCIATES. DATED MAY, 1949, AS
RECORDED IN SLIDE 73 OF THE CITY OF SOUTH BURLINGTON LAND
' RECORDS.
D. "PLAN OF PROPERTY OF LAWRENCE G. & GERALDINE L. MENARD.
HINESBURG ROAD, SOUTH BURLINGTON, VERMONT." BY HOAG, STONE &
ASSOCIATES. DATED DECEMBER 1946, AS RECORDED IN SLIDE 3 OF THE
CITY OF SOUTH BURLINGTON LAND RECORDS.
HUEN YUN POON E. "VTRANS PROJECT RS-140" DATED 1933 ON FILE AT THE DISTRICT 5 OFFICE
N/F
VOL, 783, PG. 140 2. BEARINGS SHOWN ON THIS SURVEY ARE BASED ON GPS OBSERVATIONS
RECORDED IN FEBRUARY, 2014,
3. THIS PROPERTY MAY BE SUBJECT TO OTHER EASEMENTS AND/OR
RIGHTS -OF -WAY.
4. A CLOSED TRAVERSE SURVEY WAS COMPLETED IN FEBRUARY, 2014. THE
METHODS AND THE RESULTING ERROR OF CLOSURE MEET OR EXCEED THE
MINIMUM PRECISION REQUIREMENTS FOR URBAN SURVEYS.
5. MONUMENTATION FOUND IS AS NOTED ON PLAN. IRON PIPES SET ARE 1"
DIAMETER WITH A PLASTIC CAP.
6. THE RIGHT-OF-WAY WIDTH FOR HINESBURG ROAD OF 66' IS BASED ON THE
ABOVE REFERENCED PLANS.
JAMES R. FULLER v/1 -1A
SONRISE AND JANELLE
PARTNERSHIP, LLP GILBERT-FULLER N/F N/F CITY CLERK'S OFFICE
CITY OF SOUTH BURLINGTON, VT. , 2015
VOL. 767, PG. 327 I VOL. 391, PG. 125 RECEIVED FOR RECORD AT_ O'CLOCK _ M., AND
RECORDED IN SLIDE#
ATTEST: CITY CLERK
0RAPHId OdALD
20 0 10 90 40 9p
��FEEA)
1 faoh — 20 ft,
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
§1403. DATED THIS _ DAY OF 2015
LANDOWNER
uHlt I REVISIONS
BY
BROWN ESTATES, LLC.
57 HINESBURG ROAD
SOUTH BURLINGTON, VT 05403
THESE PLANS WITH LATEST REVISIONS SHOULD ONLY BE
USED FOR THE PURPOSE SHOWN BELOW:
# OF
SHEETS.
PRELIMINARY REVIEW
0 FINAL
DEED REFERENCE: VOL. 1202, PAGE 311
LANDS OF
PROJECT
AREA: 0.37 ACRE
BROWN
S14015
URVEY
ESTATES[ LLC.
KMR
DESIGN
57 HINESBURG ROAD, SOUTH BURLINGTON, VT
--
DRAWN
BOUNDARY
DLH
CHECKED
SURVEY
DATEDJG
9-8-15
LAMOUREUgi & D, ON
tE
Inc.
Consulting Engincers, Inc14
Mo D.-
E„80 -878-44 0 5452
"Cc1: 802-87R-4450
Preliminary Plan Application
57 Hinesburg Road
Abutter List (7-23-15)
Sonrise Partnership, LLP
c/o Unsworth Property Management, LLC
26 Railroad Ave.
Essex Junction, VT 05452
Antonio B Pomerleau, LLC
69 College St.
Burlington, VT 05401
Chang Ming Jiang & Xiang Yong Jiang
55 Hinesburg Rd.
South Burlington, VT 05403
John L. Wolff, III
121 Holmes Rd.
South Burlington, VT 05403
Huen Yun Poon
60 Hinesburg Rd.
South Burlington, VT 05403
James R. Fuller & Janelle Gilbert -Fuller
61 Hinesburg Rd.
South Burlington, VT 05403
Brown Estates
Landscape Estimate of Probable Cost
July 2015
�
Item Size nit
r U
Extended
Quantity
—Cost
_Cost*
Trees
Acerx freemanii Autumn Fantasy'
Freeman maple
2 1/2" Cal
$600
1
$600
Acerrubrum Autumn Flame'
Red maple
2 1/2" Cal
$600
2
$1,200
Amelanchierlaevis "SnoWC/OUd"of "Majestic"
Allegheny serviceberry
2 112" Cal
$600
2
$1,200
Betula nigra 'Heritage'
Heritage river birch
2 1/2" Cal
$550
2
$1,100
Celtis occidentalis "Prairie Pride"
Common Hackberry
2 1/2" Cal
$600
2
$1,200
Corpus altemifolia
Pagoda dogwood
2" Cal
$375
2
$750
Hamamelis virginiana
American witch -hazel
2" Cal
$325
4
$1,300
Ostrya virginiana
Eastern Hop -hornbeam
2 1/2" Cal
$250
3
$750
CQuercus rubra
Northern red oak
2 1/2" Cal
1 $700 1
2
$1,400
Deciduous shrub
18" - 24"
$70
47
$3,290
C _ Subtotal $12,790
C �Vl
Proposed construction costs
Required Landscaping Value
Proposed Landscaping Value
Building construction $500,760
TOTAL $500,760
$ 250,000 @ 3% $7,500
$ 250,000 @ 2% $5,000
$760@1% 10
TOTAL $12,510
Trees & shrubs $12,790
Lamoureux Fx Dickinson
Engineers Surveyors Planners Wetland & Soil Scientists
July 23, 2015
Ray Belair
Administrative Officer
Planning & Zoning Office
City of South Burlington
575 Dorset Street
South Burlington, VT 054503
RE: 57 Hinesburg Road
Preliminary Plan Application
Dear Ray:
We are writing on behalf of Brown Estates, LLC to request preliminary plan review for a
proposed planned unit development at 57 Hinesburg Road. This application involves a
total of 0.37 acres on the westerly side of Hinesburg Road. The property is currently
developed with a two story single family dwelling with its associated two car garage and
paved drive. The project is located in the Potash Brook watershed and the Traffic
Overlay District.
This application proposes the removal of the existing dwelling, garage, drive and walks
and the construction of a 4 unit residential building. Each unit will have an attached
single car garage, with room for an additional parking space in front of the garage. In
addition, there is one guest parking space at the end of the common entrance drive.
The proposed building and decks extend into the building setbacks under the current
zoning ordinance, but as you and Paul Conner discussed with Leon, to further the goals
of the proposed "Form Based Code" regulations that are in the review process,
developers are being encourage to build to the proposed new requirements, which this
proposal does.
As shown on Sheet #1, the proposed multi -family building will be served by a new 2"
diameter PE water line off of the existing 6" A.C. main along Hinesburg Road. There
will be a 2" curb stop within the right-of-way of Hinesburg Road, as well as an individual
curb stop off of the new PE line for each unit. Details for these connections are shown
on Sheet #5. Also as shown on Sheet #1, a new 6" SDR PVC sewer service will be
connected to the existing 15" main in Hinesburg Road in a new sanitary sewer manhole.
There will be individual 4" PVC sewer services for each unit. Details for these
connections are shown on Sheet #4. Stormwater will be managed onsite with a
combination of a grass lined swale between the building and the southerly property
linen, cast in place concrete curb along the north edge of the driveway and an infiltration
area near the westerly property line. Stormwater details are shown on Sheet #5.
14 Morse Drive, Essex, VT 05452 802.878.4450 www.LDengineering.com
♦ Innovative Solutions ♦ Quality Service
According to Table 13-9 of the City of South Burlington Land Development Code, a
project is required to install landscaping valued as follows; 3% of the building
construction cost from $0 - $250,000, 2% of the building construction cost from
$250,001 - $500,000 and 1 % of the building construction cost above $500,000. The
estimated construction cost of the building is estimated to be $ 500,760, thereby
requiring a minimum of $12,510 in landscaping to be installed. The planting schedule
shown on Sheet #2, along with the attached estimate of landscaping costs show that
this requirement has been met.
The following are enclosed for your review:
Application for Preliminary Plat Review
Five (5) full size sets of plans
One (1) 11" x 17" set of plans
$713 application fee ($513 base fee + $50/unit)
List of abutting landowners
Estimate of Landscaping costs
Please contact our office with any questions.
yn,rely,
Doug Henson, L.S.
c: / Leon Brown
�1 1:llCkln
RICK
MARCOTTE
CENTRAL
SCHOOL
PROJECT
LOCATION PLAN
NTs
e El
� I
t
1 I
1
1
1 I
\ I1
l�
1
1
I
SONRISE PARTNERSHIP, LLP
N/F
RESIDENTIAL
PROJECT STATISTICS
ZONING DISTRICT - COMMERCIAL 1 - RESIDENTIAL 12
DIMENSIONAL REQUIREMENTS'.
REQUIRED
PROVIDED
MINIMUM LOT AREA
3.500 SF/ UNIT
16, 025 SF (0.37 ACRES) EXISTING
MINIMUM FRONT SETBACK
6 20 FT
8 FT
MINIMUM SIDE SETBACK
8 FT
8 FT
MINIMUM REAR SETBACK
20 FT
23FT
MAXIMUM COVERAGE
BUILDINGS ONLY
40%
35%
TOTAL
75%
67%
MAXIMUM BUILDING HEIGHT
40
38
EXISTING USE -SINGLE FAMILY RESIDENTIAL
PROPOSED USE - MULTI FAMILY RESIDENTIAL
WATERIWASTEWATER:
MUNICIPAL SERVICES.
PARKING REQUIREMENTS
MULTI FAMILY DWELLING -
2SPACES/DU =8 SPACES
1 SPACE / EVERY 4 UNITS =1 SPACE
TOTAL SPACES REQUIRED =9 SPACES
PARKING PROVIDED 9 SPACES
(4 GARAGES PLUS ONE SPACE IN FRONT OF EACH GARAGE
PLUS ONE SURFACE SPACE.)
GRAPHIC SCALE
( IN FEET )
I Inch - to tL
ERHEAD WIRE
2EE
iRUB
FF, III
IAL
J POON
VTIAL
2015
City of So. Burlington
Date Revision By
These plans shall only be used for the purpose shown below:
Sketch/Concept I] AM 250 Review
(] Preliminary Q Construction
(] Final Local Review (] Record Drawing
LANDS OF BROWN ESTATES, LLC Project No.
4015
BROWN ESTATES KMRy
57 HINESBURG ROAD SOUTH BURLINGTON, VT 05403 Design
PLANNED UNIT DEVELOPMENT
SKETCH PLAN D Data
06-23-15
Lamoureux & Dickinson AS NOTED
Consulting Engineers, Inc. heat "umbi
14 Morse lhive, 6sses, VT 65452 SK 1
802-878-4450 www.LDenginecnng.com
CITY OF SOUTH BURI+INGTON CERTIFICATE OF SERVICE
I hereby certify that on this- th day of December, 2014, a copy of the foregoing public
notice for Sketch Plan # , was sent by U.S. mail, postage prepaid to the owners of all
properties adjoining the subject property to development, without regard to any public right-of-
way, and including the description of the property and accompanying information provided by
the City of South Burlington. I further certify that this notification was provided to the
following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South
Burlington Land Development Regulations:
List of recipients:
(full names and addresses)
Sonrise Partnership
c/o Unsworth Property Management, LLC
26 Railroad Ave.
Essex Junction, VT 05452
Chang Ming Jiang & Xiang Yong Jiang
55 Hinesburg Rd.
South Burlington, VT 05403
Huen Yun Poon
60 Hinesburg Rd.
South Burlington, VT 05403
Dated at Essex, Vermont, this 18th day of December, 2014.
Antonia B Pomerleau
69 College St.
Burlington, VT 05401
John L. Wolff, III
121 Holmes Rd.
South Burlington, VT 05403
James R. Fuller & Janelle Gilbert -Fuller
61 Hinesburg Rd.
South Burlington, VT 05403
Printed Name: &
X�' o,4
Phone number and email: i — /ti f &dOQrJee�`f`/�.Cl1�
Signature: /'
Date:
Remit to: City of South Burlington
Department of Planning & Zoning
575 Dorset Street
South Burlington, VT 05403
South Burlington Sample Certificate of Service Form. Rev. 1-2012
P:\2014\14015\Preliminary Plan\cert of sery 8-26-15.docx
Permit Number SD - -
(office use on(y)
APPLICATION FOR SUBDIVISION SKETCH PLAN REVIEW
All information requested on this application must be completed in full. Failure to provide the requested
information either on this application form or on the plans will result in your application being rejected
and a delay in the review before the Development Review Board. For amendments, please provide
pertinent information only.
1) OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax#)
Brown Estates, LLC
15 Ruth Street, South Burlinqton, VT 05403
2) LOCATION OF LAST RECORDED DEED(S) (Book and page #) Bk 1202, pages 311-312
3) APPLICANT (Name, mailing address, phone and fax #) Leon Brown, 15 Ruth Street,
South Burlinqton, VT 05403, 598-8844
4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.)
Fee Simple
5) CONTACT PERSON (Name, mailing address, phone and fax #) 878-4450 (P) 878-3135 (Fax
Douq Henson -Lamoureux & Dickinson 14 Morse Drive Essex, VT 05452
5a) CONTACT EMAIL ADDRESS Dough@LDengineering.com
6) PROJECT STREET ADDRESS: 57 Hinesburg Road
7) TAX PARCEL ID # (can be obtained at Assessor's Office) 0860-00057
8) PROJECT DESCRIPTION
a) General project description (explain what you want approval for):
This application requests approval to remove an existing single family dwelling and its
associated garage and drive and construct a new 4 residential unit building with a new drive.
575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com
b) Existing Uses on Property (including description and size of each separate use)
Existing 775 sf two story single family dwelling
c) Proposed Uses on property (include description and size of each new use and existing uses to
remain)
Proposed 4 unit multi -family residential building having an approximate footprint of 5,570 sf
d) Total building square footage on property (proposed buildings and existing buildings to remain)
Total building footprint area of approximately 5,570 sf
e) Proposed height of building (if applicable) Proposed building ht = 38 feet
f) Number of residential units (if applicable, new units and existing units to remain)
4 residential units total proposed (one existing)
g) Other (list any other information pertinent to this application not specifically requested above,
please note if Overlay Districts are applicable) Traffic Overlay District
9) LOT COVERAGE
a) Building:
Existing 8 %
b) Overall (building, parking, outside storage, etc)
Existing 22 %
c) Front yard (along each street) Existing 2 %
Proposed 35 %
Proposed 67 % Lot 1
Proposed 5 % Lot 1
10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements,
covenants, leases, rights of way, etc.) N/A
11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL
FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) Extensions of the
municipal water and sanitary sewer systems are proposed.
Sketch Plan Application Form. Rev. 12-2011
12) ESTIMATED PROJECT COMPLETION DATE Spring 2017 completion
13) PLANS AND FEE
Plat plans shall be submitted which shows the information required by the City's Land Development
Regulations. Five (5) regular size copies, one reduced copy (I I" x 17"), and one digital (PDF-fonnat)
copy of the plans must be submitted. The application fee shall be paid to the City at the time of
submitting the a pli ation. §ee the C;*V fee schedule for de
NOTE: NOTIF ON of ADJOINING CATIROPERT NERS: Notification of adjoining
property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington
Land Development Regulations, is the responsibility of the applicant. After deeming an application
complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public
hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the
City prior to the start of any public hearing.
I hereby certify that all the information requested as part of this application has been submitted and is
accurate to the best of my knowledge.
SIGNA3317 APPLICANT
OPERTY OWNER
Do not write below this line
�j o�
DATE OF SUBMISSION: 1 6
I have reviewed this sketch plan application and find it to be:
Complete ,, ❑,Incomplete
V)�� W- -1/�
Administrative Officer I Date
The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits
for this project. Call (802) 879-5676 to speak with the regional Permit Specialist.
Sketch Plan Application Form. Rev. 12-2011
Sketch Plan Application
57 Hinesburg Road
Abutter List (7-20-15)
Sonrise Partnership, LLP
c/o Unsworth Property Management, LLC
26 Railroad Ave.
Essex Junction, VT 05452
Antonio B Pomerleau, LLC
69 College St.
Burlington, VT 05401
Chang Ming Jiang & Xiang Yong Jiang
55 Hinesburg Rd.
South Burlington, VT 05403
John L. Wolff, III
121 Holmes Rd.
South Burlington, VT 05403
Huen Yun Poon
60 Hinesburg Rd.
South Burlington, VT 05403
James R. Fuller & Janelle Gilbert -Fuller
61 Hinesburg Rd.
South Burlington, VT 05403
Lamoureux F1 Dickinson
Engineers Surveyors Planners Wetland & Soil Scientists
July 23, 2015
Ray Belair
Administrative Officer
Planning & Zoning Office
City of South Burlington
575 Dorset Street
South Burlington, VT 054503
RE: 57 Hinesburg Road
Sketch Plan Application
Dear Ray
We are writing on behalf of Brown Estates, LLC to request a renewal of the sketch plan review for the
above referenced project, a proposed planned unit development at 57 Hinesburg Road. As you know,
this project was reviewed at the January 6, 2015 Development Review Board hearing. Since that hearing
was more than six months ago, that review has expired. This application involves a total of 0.37 acres on
the westerly side of Hinesburg Road. The property is currently developed with a two story single family
dwelling with its associated two car garage and paved drive.
This application proposes construction of a 4 unit multi -family residential building. Each unit will have an
attached single car garage, with room for an additional parking space in front of the garage. In addition,
there is one guest parking space at the end of the common entrance drive. The residents will store their
trash inside their garages until collection day, so there is no dumpster enclosure proposed. The proposed
building and decks extend into the building setbacks under the current zoning ordinance, but as you and
Paul Conner discussed with Leon, to further the goals of the proposed "Form Based Code" regulations
that are in the review process, developers are being encouraged to build to the proposed new
requirements, which this proposal does.
The proposed multi -family building will be served by municipal water and sewer service. It is anticipated
that stormwater will be managed onsite with bioretention areas and infiltration basins. The project is
located in the Potash Brook watershed and the Traffic Overlay District.
The following are enclosed for your review:
Application for Subdivision Sketch Plan Review
$513 application fee ($363 base fee + $25/unit for units 1-2 +$50/unit for units 3-4)
List of abutting landowners
Please contact our office with any questions.
Sincerely,
Doug Henson, L.S.
Cc: Leon Brown
14 Morse Drive, Essex, VT 05452 802.878.4450 www.LDengineering.com
♦ Innovative Solutions ♦ Quality Service
f
Permit Number SD-Iq
(office use only)
APPLICATION FOR SUBDIVISION SKETCH PLAN REVIEW
All information requested on this application must be completed in full. Failure to provide the requested
information either on this application form or on the plans will result in your application being rejected
and a delay in the review before the Development Review Board. For amendments, please provide
pertinent information only.
1) OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax#)
Leon Brown
15 Ruth Street, South Burlington, VT 05403
2) LOCATION OF LAST RECORDED DEED(S) (Book and page #) Bk 1202, pages 311-312
3) APPLICANT (Name, mailing address, phone and fax #) Leon Brown, 15 Ruth Street,
South Burlington, VT 05403, 598-8844
4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.)
Fee Simple
5) CONTACT PERSON (Name, mailing address, phone and fax #) 878-4450 (P) 878-3135 (Fax
Doug Henson -Lamoureux & Dickinson 14 Morse Drive Essex, VT 05452
5a) CONTACT EMAIL ADDRESS Dough@LDengineering.com
6) PROJECT STREET ADDRESS: 57 Hinesburg Road
7) TAX PARCEL ID # (can be obtained at Assessor's Office) 0860-00057
8) PROJECT DESCRIPTION
a) General project description (explain what you want approval for):
This application requests approval to remove an existing single family dwelling and its
associated aaraae and drive and construct a new 4 residential unit buildina with a new drive.
575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com
b) Existing Uses on Property (including description and size of each separate use)
Existing 775 sf two story single family dwelling
c) Proposed Uses on property (include description and size of each new use and existing uses to
•emain)
Proposed 4 unit multi -family residential building having an approximate footprint of 5,570 sf
d) Total building square footage on property (proposed buildings and existing buildings to remain)
Total building footprint area of approximately 5,570 sf
e) Proposed height of building (if applicable) Proposed building ht = 38 feet
f) Number of residential units (if applicable, new units and existing units to remain)
4 residential units total proposed (one existing)
g) Other (list any other information pertinent to this application not specifically requested above,
please note if Overlay Districts are applicable) Traffic Overlay District
9) LOT COVERAGE
a) Building:
Existing 8 %
b) Overall (building, parking, outside storage, etc)
Existing 22 %
Proposed 35 ay,,
Proposed 66 % Lot 1
c) Front yard (along each street) Existing 2 % Proposed 5 % Lot 1
10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements,
covenants, leases, rights of way, etc.) N/A
11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL
FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) Extensions of the
municipal water and sanitary sewer systems are proposed.
Sketch Plan Application Form. Rev. 12-2011
C
12) ESTIMATED PROJECT COMPLETION DATE Spring 2017 completion
13) PLANS AND FEE
Plat plans shall be submitted which shows the information required by the City's Land Development
Regulations. Five (5) regular size copies, one reduced copy (I I" x 17"), and one digital (PDF-format)
copy of the plans must be submitted. The application fee shall be paid to the City at the time of
supmitting the pp cation. See th5,City fee schedule for det ils.
NOTE: NOTIFICATION oTADJOINING PROPERTY OWNERS: Notification of adjoining
property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington
Land Development Regulations, is the responsibility of the applicant. After deeming an application
complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public
hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the
City prior to the start of any public hearing.
I hereby certify that all the information requested as part of this application has been submitted and is
accurate to the best of my knowledge.
APPLICANT
PROPERTY OWNER
Do not write below this line
DATE OF SUBMISSION:
I have reviewed this sketch plan application and find it to be:
91 omplete
I■I
The applicant orpermittee retains the obligation to identify, apply for, and obtain relevant state permits
for this project. Call (802) 879-5676 to speak with the regional Permit Specialist.
Sketch Plan Application Form. Rev. 12-2011
CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE
I hereby certify that on this 18th day of December, 2014, a copy of the foregoing public
notice for Sketch Plan #SD-14-35, was sent by U.S. mail, postage prepaid to the owners of all
properties adjoining the subject property to development, without regard to any public right-of-
way, and including the description of the property and accompanying information provided by
the City of South Burlington. I further certify that this notification was provided to the
following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South
Burlington Land Development Regulations:
List of recipients:
(full names and addresses)
Sonrise Partnership
c/o Unsworth Property Management, LLC
26 Railroad Ave.
Essex Junction, VT 05452
Chang Ming Jiang & Xiang Yong Jiang
55 Hinesburg Rd.
South Burlington, VT 05403
Huen Yun Poon
60 Hinesburg Rd.
South Burlington, VT 05403
Antonia B Pomerleau
69 College St.
Burlington, VT 05401
John L. Wolff, III
121 Holmes Rd.
South Burlington, VT 05403
James R. Fuller & Janelle Gilbert -Fuller
61 Hinesburg Rd.
South Burlington, VT 05403
Dated at Essex, Vermont, this 18th day of December, 2014.
Printed Name: ; {L,.,
Phone number and email;
Signature: ;//I,.
Date: V
Remit to: City of South Burlington
Department of Planning & Zoning
575 Dorset Street
South Burlington, VT 05403
South Burlington Sample Certificate of Service Form. Rev. 1-2012
Lamoureux &t Dickinson
Engineers Surveyors Planners Wetland & Soil Scientists
November 21, 2014
Ray Belair
Administrative Officer
Planning & Zoning Office
City of South Burlington
575 Dorset Street
South Burlington, VT 054503
RE: 57 Hinesburg Road
Sketch Plan Application
Dear Ray:
RECEIVED
NOV 2 1 2014
City of So. Burlington
We are writing on behalf of Brown Estates, LLC to request sketch plan review for a proposed
planned unit development at 57 Hinesburg Road. This application involves a total of 0.37 acres
on the westerly side of Hinesburg Road. The property is currently developed with a two story
single family dwelling with its associated two car garage and paved drive.
This application proposes construction of a 4 unit multi -family residential building. Each unit will
have an attached single car garage, with room for an additional parking space in front of the
garage. In addition, there is one guest parking space at the end of the common entrance drive.
The proposed building and decks extend into the building setbacks under the current zoning
ordinance, but as you and Paul Conner discussed with Leon, to further the goals of the
proposed "Form Based Code" regulations that are in the review process, developers are being
encourage to build to the proposed new requirements, which this proposal does.
The proposed multi -family building will be served by municipal water and sewer service. It is
anticipated that stormwater will be managed onsite with bioretention areas and infiltration
basins. The project is located in the Potash Brook watershed and the Traffic Overlay District.
The following are enclosed for your review:
Application for Subdivision Sketch Plan Review
$513 application fee ($363 base fee + $25/unit for units 1-2 +$50/unit for units 3-4)
List of abutting landowners
Please contact our office with any questions.
Sincerely,
Doug Henson, L.S.
c:/ Leon Brown
14 Morse Drive, Essex, VT 05452 802,878.4450 www.LDengineering.com
♦ Innovative Solutions ♦ Quality Service
Sketch Plan Application
57 Hinesburg Road
Abutter List (11-21-14)
Sonrise Partnership
c/o Unsworth Property Management, LLC
26 Railroad Ave.
Essex Junction, VT 05452
Antonia B Pomerleau
69 College St.
Burlington, VT 05401
Chang Ming Jiang & Xiang Yong Jiang
55 Hinesburg Rd.
South Burlington, VT 05403
John L. Wolff, III
121 Holmes Rd.
South Burlington, VT 05403
Huen Yun Poon
60 Hinesburg Rd.
South Burlington, VT 05403
James R. Fuller & Janelle Gilbert -Fuller
61 Hinesburg Rd.
South Burlington, VT 05403
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THE CONTRACTOR SHALL NOTIFY
'DIGSAFE' PRIOR TO ANY EXCAVATION
EXISTING SHED
PROJECT
SITE
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EXISTINGSTOCKADEFENCE I / — _— -
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SIDE YARD SETBACK UNDER CURRENT COMMERCIAL. 1 I RESIDENTIAL:12 DISTRICT
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SIDE YARD SE ACK UN D ER PROPOSE
314
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16
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SIDE
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PROJECT STATISTICS
ZONING DISTRICT - COMMERCIAL 1 - RESIDENTIAL 12
DIMENSIONAL REQUIREMENTSREQUIRED PROVIDED
MINIMUM LOT AREA 3,500 SF/ UNIT 16.025 SF (0.37 ACRES) EXISTING
MINIMUM FRONT SETBACK 6-20 FT 8 FT
MINIMUM SIDE SETBACK 8 FT 8 FT
MINIMUM REAR SETBACK 20 FT 23FT
MAXIMUM COVERAGE
BUILDINGS ONLY 40% 35%
TOTAL 75% 66%
MAXIMUM BUILDING HEIGHT 40 38
EXISTING USE - SINGLE FAMILY RESIDENTIAL
PROPOSED USE - MULTI FAMILY RESIDENTIAL
WATERAVASTEWATER.
MUNICIPAL SERVICES.
PARKING REQUIREMENTS
MULTI FAMILY DWELLING -
28PACES/DU =8 SPACES
1 SPACE/EVERY 4 UNITS =1 SPACE
TOTAL SPACES REQUIRED =9 SPACES
PARKING PROVIDED 9 SPACES
(4 GARAGES PLUS ONE SPACE IN FRONT OF EACH GARAGE
PLUS ONE SURFACE SPACE.)
_ EXISTING VINYL STOCKADE FENCE / EXISTING SHRUBS
/ (TO BE RETAINED)
GRAPHIC SCALE
( IN FEET )
I Inch = 10 M
/ JAMES R. FULLER
I AND JANELLE GILBERT-FULLER
N/F
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EXISTING DWELLING I I
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EXISTING PROJECT BOUNDARY
— —
ABUTTING PROPERTY LINE
—
BUILDING SETBACK
----_.--316
EXISTING GROUND CONTOUR
EXISTING TREE LINE
-„3aV. - -'— -----
EXISTING UTILITY POLE AND OVERHEAD WIRE
POSSIBLE LOCATION OF NEW TREE
POSSIBLE LOCATION OF NEW SHRUB
JOHN L. WOLFF, III
I N
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RE EIVED
NOV 2 1 2014
City of So. Burlington