Preliminary Drawingsravet'
t
LOCATION PLAIN
THIS PLAN IS CONSISTENT WITH THE ZONING
ORDINANCE OF THE TOWN OF QUEENSBURY
PROPOSED IRON ROD MARKERS TO BE SET AT
EACH LOT CORNER OR CHANGE OF DIRECTION.
INDIVIDUAL LOT GRADING SHALL CONFORM TO
SECTION A183-25 OF THE SUBDIVISION
REGULATIONS OF THE TOWN OF QUEENSBURY
PLANNING BOARD APPROVAL
Approved Under Authority of
a Resolution Adopted _______ 2000
by the Planning Board of the
Town of Queensbury, New York.
— Chairman
Chairman
ZONING INFORMATION:
ZONE
MR-5
MIN. LOT SIZE
10,000 SQ. FT.
MIN. LOT WIDTH 80 FT.
MAX. HEIGHT OF
BUILDING 40 FT.
SETBACK REQUIREMENTS
FRONT
30 FT.
SIDE
10 FT.
REAR
10 FT.
WATER DEPARTMENT APPROVAL
PROPERTY IS LOCATED WITHIN
QUEENSBURY UNION FREE
SCHOOL DISTRICT
and
THE QUEENSBURY CENTRAL
FIRE PROTECTION DISTRICT
Town of Queemsbury, Warren County, New York
S UBIJIVISIU-.,
DEED REFERENCE:
SDC ASSOCIATES
TO
GUIDO PASSARELU
DATED: JANAURY 3, 1989
IN BOOK 740 PAGE 223
HIGHWAY DEPARTMENT APPROVAL
AREA MAP
O zoo 4W 60o aw
SCALE= 1" = 400'
LIST OF DRAWINGS
S-1 COVER SHEET
S-2 SUBDIVISION PLAN
S-3 UTILITY PLAN
S-4 GRADING & DRAINAGE PLAN
OMER S-5 LANDSCAPE PLAN
GUIDO PASSARELLI S-6 PROFILESS-7 DETAILS
465 LAKE AVENUE
LAKE LUZERNE, NEW YORK 12846 S-8 DETAILS
(518) 696-3677
MILLER ASSOCIATES LANDSCAPE ARCHITECTS
�_ ,PPLICANTfCONTRACT VENDEE
189 Haviland Road Queensbury, New York 12804
D&W JM#jmy g,
Rsvleed
SCHERMERHORN PROPERTIES, INC.
VANDUSEN and STEVES LAND SURVEYORS LLC
79 MASTERS COMMON NORTH
QUEENSBURY NEW YORK 12804
169 Haviland Road Queensbury, New York 12804
(518) 798-0674
NACE ENGINEERING, PC CIVIL ENGINEERS
169 Haviland Road Queensbury, New York 12804
COVER
SHEET
E-2
RIM = 320.28 0
RIM = 319.06 ❑
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a \ EASEMENT 512_ — _ 3 0 F+� t•.
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1 5UG MAPLE
1 5UG MAPLE
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EXISTING TREES
TO REMAIN
1 SUM ASH
EXISTING TREE TO REMAIN
4 JAP. FLOWERING CRABS
1 SUM ASH
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RUBBER HOSE FRICTION GUARD
GUY WIRE
3" die. CEDAR STAKES
S ft LONG
3" SHREDDED BARK MULCH
3" HIGH SAUCER
AMENDED PLANTING SOIL
NOTEN
-- ALL TREES J" GAI.�ER Akin
LESS SHALL BE STAKED AS
SHOWN USING THREE STAKES
TREE PLANTING + STAKING DETAIL
PLANT L15T
NOT TO SCALE
BOTANICAL NAME
SIZE
m mim" HOSE FRICTION GUARD
3" do. CEDAR STAKES
8 ft LONG
3" SHREDDED BARK MULCH
3" HIGH SAUCER
AMENDED PLANTING SOIL
EVERGREEN PLANTING DETAIL
QUAN
SUGAR MAPLE
ACER 5ACCHRUM
3" CAL
9
5UMMIT ASH
FRAXINU5 PENN. LANC. SIFT
3" CAL
16
PIN OAK
QUERCU5 PALUSTR15
2.5" GAL
G
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AMELANCHIER CANADENS45
4' CLUMP
3
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PNU5 STROBU5
G' HT
15
BRADFORD GALLERY PEAR
PYRUS CALLERYANA BRADFORD
2" CAL
7
SNOWDRIFT FLOWERING CRAB
MALUS SNOWDRIFT
2" CAL
16
NOT TO SCALE
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pavb dt
ecw 1'- w
S-5
OHM 5 of 8
11'-0•
MA,� ALLOWABLE
Q
in
WATER MAN
50'-0• RIGHT OF WAY
2'-0' 24'-0' TRAVEL LANE 2'-0•
10'-0' UTILITY EASEMENT
/2* ASPHALT
RETE
3 PE 3
-1 1/2' COMPA-2' CACTEDCTED TOP NYSDOT ITEM 403AGDER NYSDOT M 403.13�TYPE G 4--0-
G' TYP. GRADE TO 00"
1/4' /fT. 1/4' /FT.
ELECT- CABLE TV
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00
CATCH BA51N - LOCATIONS INDIVIDUAL DRIVEWAYS SHALL BE
AS SHOWN ON PLAN GRADED TO MEET PAVEMENT ELEVATION
COMPACTED SUBBASE (SEE DETAILS AT TOP OF WING. N NO CASE SMALL
PAVED SUBBASE SEPARATION GEOTEXTLE DRIVEWAYS BE ALLOWED TO CUT OUT
WING -TYPE MRAFI 50OX OR EQUAL WING SECTION OF PAVEMENT.
$WALEPERF• UNDBASE COURSE - MNIM UM1 DEPTH 12' MYSDOT ITEM 304.05 STORM DRAIN PIPE
STALLED N TYPE 4 TO BE COMPACTED N TWO LIFTS AS SHOWN ON THE PLANS
lED WITH FILTER FABRIC
D FILLED W/ #2 STONE
PICAL BOTH WES TYPIGAL ROAD SECTION
NOT TO SCALE
INSTALL RIF RAP ON SIDES
AND TOP OF CULVERT END
FLARED END SECTION
W/ BOLTED COUPLING BAND
12" wft DOT MEDU"1 STONE FILL /
10' LONG by G ' WIDE
CULVERT END 5EGTION AND OUTFALL
SEED AND MUC 1 SIDE SLOPES
I 2.0'
TOP OF BERM M". PER PLAN
SEED AND MUCH SOX SLOPES
2.0'
FINISHED GRADE ��...... _. p _• • ' � , , . ,.....
O •
Ali ;fl
I_I
12" mh. NYS DOT ITEM #G40.03 LIGHT STONE FILLING
4' #2 BROKEN OR CRUSHED STONE
GEOTEXTLE FABRIC
CULVERT PPE Section Across Spillway
DETENTION POND OVERFLOW SPILLWAY DETAIL
NOT TO SCALE
BURY END 4' INTO SOL
4' mfn #2 STONE
NOT TO SCALE
TOPSOIL OR PAVEMENT SECTION
E=E tt' •� , :: +.:': ;�; i SUBGRADE ELEVATION
;� ��t i�•t •••• fit. :�• � :.• .r. H•, i1:• .. .. i t ,
iI ! • Y••\•` .;� ,:•J.i N. r :•, •\'y'Yv1: - TiVd7N5AN\r LL
HE I � UNDER PAV049NT. USE SUBBASE MATERIAL
- E _,: • : , Y : �, ;'... ': - UNDER LAWN. USE EXCAVATED MATERIAL
�� t.^^-'t'-•/•pry' 4' i ,•,,••
UNDISTURBED SUBGRADE
•M �� PPE BEDDING MATERIAL
SAND OR FINE GRAVEL
STORM DRAINAGE WE
SEE PLAN FOR SIRE AND ELEVATION
i9 � �lya
6.. F r,"
STORM PIPE TREICH DETAIL
NOT TO SCALE
PROVIDE SILT FENCE AROUND CATCH HAW-\
AND FILTER FABRIC UNDER COVER \
UNTIL PAVEMENT IS PLACED AND GROUNDCOVER
"AS BEEN ESTABLISHED N R.O.W.
SEE PROFILE FOR TOP OF
GRATE ELEVATION AT 'T
2'-0•
HEAVY DUTY FRAME AND I G SWALE
GRATE - WING SWALE STD.
BY LAPAN FOUNDRY
BASE CARSr
MAX. G• BRIG( +
MORTAR ADJUSTMENT
APPROVED GRANULAR BACK -
FILL MATERIAL COMPACTED
TO 95Z MAXIMUM DENSITY
MODIFIED PROCTOR CASTM D
UNNDISTURBED EARTH OR
�- CEMENT FILLET AROUND
PERIMETER OF FRAME
° R
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BACAST
D
_
TURED
BASH AS MANUFACTURED
BY FORT MILLER OR EQUAL
slzE As
4
NOTED ON
PLAN
-
SEE PROFILE DRAWINGS
-
FOR PPE INVERTS
-
p
1
12' MINIMUM SUMP
ro
e'
C!;; %a'
12' MIN. COMPACTED
GRAVEL 5UBBASE
CATCH 13A51N DETAIL
NOT TO SCALE
NOTE
ON DETENTION POND OVERFLOW CATCH BASINS
USE SYRACUSE CASTINGS 2815 FRAME AND GRATE
A NOTES
VIM LOMNS (MTREM KEY STONE INTO THE DITCH BANKS
AND EXTEND IT BEYOND THE ABUTMENTS
A MINIMUM OF 18' TO PREVENT OVER
FLOW AROUND DAM.
SMT10N A - A
ROCK GHEGK DAM
LENGTH VARIES SEE PLAN
❑ ❑
❑ ❑ ❑ ❑
+� PLAN
swALE CZ) 2"x2"x3' STAKES
OVERLAP ENDS E BALE
BALED HAY OR STRAW
FINISHED GRADE
56GTION
HAY BALE FILTER DAM
NOT TO SCALE
3G" FENCE POST. 10' or- MAX
DRIVEN 1G" MIN INTO GROUND
51LT STOP FABRIC
EMBED G" MN N BROUND
UNDISTURBED GROUND
SEDIMW CONTROL FENCE
NOT TO SCALE
OUND
1L.E
>X
VALVE
INSTALL TH, T
BLOCK BEHNU
TAPPING SLEEVE
EXISTING MAN
CONNECTION TO EXISTING WATER MAIN
NOT TO SCALE
EXIST. GROUND
ADJUSTABLE
VALVE BOX
GATE VALVE WITH
NON-RI51NG STEM
2-#4
CONCRETE
4' 111N,NOTEI VALVE BOX IS NOT TO REST ON
VALVE OR PPE LINE.
VALVE INSTALLATION DETAIL
NOT TO SCALE
GRADE AT UNPAVED -
AREAS RESTORE TURF
EXCAVATE TRENCH WIDTH
MN"ILJM WmTti EQUAL
TO PPE PLUS 2.0 FT.
u°
_ Y
MAC4 ME BACKFLL W/
NATIVE MATERIAL.
COMPACT
N 11-01 LIFTS
C4• MAX. SIZE)
TO 95x MODIFIED
PROCTOR
SELECT GRANULAR MATERIAL C1007.
PASSING 21 TO 18' ABOVE PPE.
HAND BACKFI L G' LIFT.
In BEDDING G' DEPTH.
SAND GRAVEL OR
CRUSHED STONE CTO 1-1/2
1. AT CONCRETE WALKS AND CMS, SAWCUT
EDGES AND REPLACE TO MATCH ENSTNG.
PIPE EXCAVATION + BACKFILL DETAIL
NOT TO SCALE
Site Notes
CONVENIENCE OF THE CONTRACTOR. IT 15 THE SOLE RESPONSIBILIYT
OF THE CONTRACTOR TO COORDINATE THE FIELD LOCATION OF
ALL UTILITIES WITH THE UTILITY OWNERS.
2. IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT
ALL EXISTING UTILITIES FROM DAMAGE DURING EXCAVATION. GRADING
AND CONSTRUCTION.
3. THE CONTRACTOR SHALL D15POSE OF ALL DEBRIS AND EXCESS
MATERIAL OFF OF THE PROJECT 51TE IN A LEGAL MANNER.
4. THE CONTRACTOR SHALL STAKE THE LOCATION AND GRADES
OF ALL NEW WORK IN THE FIELD PRIOR TO STARTING WORK.
ANY DISCREPANCIES OR QUESTIONS SHOULD BE IMMEDIATELY
1ROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION
dEFORE PROCEEDING WITH THE WORK.
Erosion and Sediment Control Notes
1. DURING EARTHWORK PHASES. SEDIMENT TRAPS CHAY BALE DAMS3
SEDIMENT CONTOL FENCING SHALL BE INSTALLED N DRAINAGE $WALES AND
AT THE TOE OF GRADED SLOPES AS INDICATED ON THE PLAN.
2. AFTER EVERY STORM THE SEDIMENT TRAPS
SHALL BE INSPECTED FOR FAILURES OR DISPLACEMENT. AND ANY FAILURES
SMALL BE CORRECTED WITHIN 24 HOURS.
3. ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED
WITHIN 48 HOURS OF SPREADING TOPSOIL TO PREVENT EROSION.
4. THE CONTRACTOR SMALL COMPLY WITH THE NEW YORK GUIDELINES
FOR URBAN EROSION AND SEDIMENT CONTROL AS PUBLISHED BY
FOR URBAN EROSIOTHE EMPIRE STATE CHAPTER OF
THE SOIL AND WATER CONSERVATION SOCIETY.
5. NO SLOPE SMALL EXCEED 3 feet HORIZONTAL TO 1 foot VERTICAL.
0 BLOCK <�
BEARING AREA ON UNDISTURBED
NEW HYDRANT ,
PER QUEENSW
DEPARTMENT 57
FINSH GRADE
MYDRANT DRIP
BEND DEAD END
TYPICAL THRU5T BLOCK DETAILS
NOTES$
THS SCHEDULE IS BASED ON 200 PSIG
INTERNAL POSSURE AND A SOIL
BEARING CAPACITY OF 2000 PSF
CONCRETE SHALL CONFORM TO THE
REQUIREMENTS OF SECTION 500 OF
NYSDOT STANDARD SPECIFICATIONS.
AND SHALL BE CLASS B.
NOT TO SCALE
BEARING ---
AREA
CONCRETE
TEE
HORIZONTAL FITTINGS
BEARING AREA (SQ. FT.)
45. OR
TEES, PLUGS•
PIPE
SIZE
(INCHES)
SMALLER
90' BEND
CAPS AND
HYDRANTS
3
5.5
4
AND
SMALLER
PIPE LEAKAGE TESTING
L WATER MANS SMALL BE WATER TESTED AT 1.5 TIES DESIGN
WORKING PRESSURE FOR A MNFUM PERIOD OF 4 HOURS.
LEAKAGE SMALL NOT EXCEED T"E LIMITS SET BY AWWA CGOO.
WATER MAN SMALL BE FLUSHED AND DISINFECTED N ACCORDANCE
WITH NEW YORK STATE DOM STANDARDS PRIOR TO PRESSURE TESTING,
SANITARY SEWER- PLACE JOINTS EQUIDISTANT AND
AS FAR AS POSSIBLE FROM TIME WATERMAN JOINTS.
WELL - GRADED
WATER MAN GRANULAR BEDDING WATER MANY
�- 43 BENDS CTYP.)
DUCTILE IRON 8'-0' MN. 8'-0' MN. WITH ANCHOR FRTINGS
OR T"RUST BLOCKS.
WATER MAN CONTINUOUS P NO JOINTS (WHERE NORMAL ALIGNMENT
DOES NOT PERMIT 18'
VERTICAL SEPARATION)
SANITARY - WATM GR0561%
NOT TO SCALE
TYPICAL HYDRANT INSTALLATION
NOT TO SCALE
L TEE
AGAN50 T�
tBED EARTH
FILE
RECEIVED
MAR 1 9 71001,
TOWN OF QUEENSBURY
PLANNING OFFICE
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HEAVY DUTY MANHOLE -�
FRAME ♦ COVER
CAMPBELL #1009 OR EQUAL
PRECAST CONCRETE GRADE
EXTENSION OR MANUFAGTUR
RUBBER ADJUSTMENT RI5ER
42'
PRECAST REINFORCED CONCRETE —
ECCENTRIC CONE SECTION
PRECAST MANHOLE SECTIONS
MWit=MED FOR H-20 B..
HIGHWAY LOADING
FORT MLLER OR EQUAL. AS RCOARED
0' MAX-) ,
DATUM
295
GRADE AT UNPAVED -
AREAS RESTORE TURF
UNDER PAVEMENT
I I'
COMPACT BACKFLL TO
• W. MODIFIED PROCTOR
DENSITY
IN MAX. 12" LIFTS
JOINT SEAL WITH DOUBLE
_
it
FLEXBLE BUM ROPE SEALS
-
KFLL MACtft 5ACW/
NATIVE MATERIAL
COMPACT
12"
`j
EXCAVATE TRENCH WIDTH
IN1'-0' LIFTS111141
i WvTH EQI AL.
C4' MAX. SME3
TO PIPE PLUS 7-0 FT. +
TO 95Z MODE'IED
O
PROCTOR
4'-0" 5"
PPE PRECAST MONOLYTHIC
DIA. 2'BASE SECTION
r`.•'` �``,. ' TROUGH TO BE STEEL TROWELED
TO A SMOOTH SURFACE
STONE yffi--
PROVIDE CAST-H FLEXIBLE WATERTIGHT
SLEEVE AT WALL PENETRATIONS
n CASTM C-923) OR EGUVALENT
PRECAST CONCRETE 5ANITARY MANfIOLE
NOT TO SCALE
0+00 1 +00 2+00 3+00 4+00
SEWER MH#2 TO PUMP STA. HORiz. SCALE: ,"=so'
VERT. SCALE 1 "=5'
Q
in
SELECT GRANIX.AR MATERIAL Ci00x
PASSING 2') TO 18' ABOVE PPE.
HAND BACKFLL. G' LIFT.
PIPE BEDDING G' DEPTM.
SAND. GRAVEL OR
CRUSHED STONE (TO 1-1/2'3
1. AT CONCRETE WALK'S AND CURBS, SAWGUT
EDGES AND REPLACE TO MATCH EXISTING.
PIPE EXGAVATION + BAGKPILL DETAIL
NOT TO SCALE
INSIDE FACE OF MANHOLE
MORTAR AFTER INSTALLATION
A'UMH I&Y O
2" PROJEON INTO
M H. AT PPE SPRNW.NE
wM
FORM NEW CEMENT INVERT
FROM PEW WE
TO EXISTING
MJH.INVERT. NVI
TOP OF BASE SLAB
PRECAST CONCRETE
BASE SECTION
FL.EXBLE NEOPRENE BOOT SEAL
A55CMHBLY IN CORED HOLE
STAINLESS STEEL
BAND CLAMP
CONNECTION , T_ 15TING„ MANHOLE
NOT TO SCALE
0
e
450 OR GO°
PUMPSTATICIN I
TOC-310.0't
INV. IN (MH3)-301.23'
INV. IN (MHS)-303.10' �-
INV. OUT (FM)-304.5t'
ADAPTER FITTING IF REQUIRED
450 OR 30° BEND AS REQUIRED
4" SERVICE CONNECTION
FINISHED GRADE
450 OR 300 BEND 3'-G"
AS REQUIRED min COVER
12 min GRADE (1/8"/ft)
> 45°
4" SERVICE CONNECTION
IT
\ , ' FIFE BEDDING
MAIN SEWER AS REQUIRED
SW ION
SEWER GO MOTION
NOT TO SCALE
NOTE= ALL SEWER SERVICE AND CONNECTION WORK
SHALL BE IN COMPLIANCE WITH THE TOWN OF QUEENSBURY.
coy .4 .1�,• ... .:� .. .^.
CLOW GATE VALVE
F-5070 OR EQUAL - ..•.
(OPEN RIGHT)
FLYGT HDL BALL
CHECK VALVE
TYPE 2016
Ii
W
A
4'
PIP
PLAN VIEW BASE ELEVATION
PLAN VIEW &RAVE ELEVATION
CAMPBELL 1009 OR EQUAL
W/0 LETTERING
T.G.=310.Ot
4" DIP X K 4DIP
,. . '
304.0
UW--SEAT. UNK4SFA1- • `
MODEL IS MODEL LS
:.,;. PITCH CON ORETE
3' TO DRAIN
LINK -SEAL
.fvti.s MODEL LS -"y
301.67'
FLYGr U -20 ACCESS COVER
COMPLETE WN UPPER GUIDE
affA HOOKS. A
HUM
4' VENT W/ SCREEN
VALVE BOX
IGE AND
AS
GATING
FLYGT CONTROL CENTER
ABOVE OR BELOW GRADE WALL,
WELL POLE. OR PEDESTAL MOUNTING
SUBJECT TO TOWN
SPECIFICATIONS
[ il-eA
MADE PPE •
STD f GALVANIZED
PIPE TWO (2)
REQUFO PER PUMP
�304.0't
MM OKDELL _ BOOTW/TNNLESS STEEL
STRAP
301.5'
LIFTING CHAIN
PRECAST BOOT
W/ STAINLESS STEEL
STRAP
8' PVC SDR 35
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PUMP STATION
N.T.S.
301.23• - FROM MH/3
303-in. - FROM MH#6
SIGNAL ON
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MAR 1 9 2001
TOWN OF QUEENSBURY
PLANNING OFFICE
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