Modification DrawingsRIM - 320.28
RIM - 319.06 ❑
BAYW DRIVE
2' C.M.P.
INV. - 313.53
WALKER
318.1
..✓ EASEMENT
TYP
I
' ry �<v
58.18'
9 S83 2"1 52"E
124,145 sq.ft.
3°? 57.11'
a \ 2.85 acres
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a
SAZBRIDGE ACCESS RU.
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a F
5 s°s
w 170,940 sq.ft.
N 3.92 acres
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N 83*06'12" W 510.71'
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+ ❑- 3 317.69'—�251.91` 952.20' \\.
10 \. _ _ - j- - - - - - - - - - - -
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- N l ( !8 ' 1- - _ rt/ i - - - - - - - - - - - - -
0
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to 10 M ^ O W O .1
61,452 sq.ft. io 0 n a 00 a °P. A/ -
1.41 ocre9 f�+ 'i ,� I �`'J BUILDING SETBACKC4 �;n �. 1 ,
! N I LINES (TYP.) C4
112,526 sq.ft.
2.58 acres
i
N83ro9' 7W� r in % 1 _ . .\. 1►+\\ \\-y-+-y->.-_-_+.+.-.-.-.
•_._. - _ ;n ` UMITS OF NZ'SDEC .- — ' •1 '\' - 3
�p269:14" 94,534 sq.ft. ...-..�8�._._•�-•�•__,.
.+.>.+.>+.._ in0 'RIM-3t7.14 2.17 acres __E
IL
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f\
( 561,201 _+�
- .
12.88 acres
242.70' r' \
30' SEWER
EASEMENT '.' •� �.'•I' �4`''• i
43,591 sq.ft. �� 0 4. / >' ; - y
.. --.-
/
1.00acres $� � - / ; • j j-.-_ - . -.. - . . .
sue, `E ° 2 ~' . . ; % ; ;j L . . . . . . . . . . . . . . . .
�X �� ....; ;
}00 J► ,yk . . . . . . . . . . . . . .
0 209,667 sq.ft. �j
! .
z 4.81 acres am, �' I ' I.
O 1 I
398,545 sq.ft. ; . �, . . , . .. . .
9.15 acres
. .
1 •- - ...� . . _ 1
\� i. , . . . �i 1,726,708 sq.ft.""`._•
. . . . . . . . i 39.64 acres \\ 4
. ox,
a .I o - - - - 1 i• �.
j- la - - - - - - - - - - - - - - - - - - -
1 - - - -- - - - - -- - - - - - 'i ...
- - - - - - - - - 581.45- - - - - - - - — - -
N 8 '13 7'51" W 4.44' N 84 05'39" W N 38 02'15" W 1210.14'
waym
FAW row
U1
O
O
'3
182.02'
TOP -3°3• BAYBROOK PROFESSIONAL PARK
0
RIM - 316.51
TOTAL AREA OF PARCEL
81.86 ACRES
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Ddo JAM)ARY 3t 2001
Revked MAY a 2001
Revie" OCT'OEM K 2002
scale f_100'
S-2
SHM 2 OF 8
BAYWOOD DRIVE
2' C.M.P
INV. = 313.53
WALKER LANE
ILLJ
Q
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Iw
Q w w
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RI = 318.16 []� OFFICEM z `a v
4" WATER SERVICE BU I LD I NG �'\ M • Zl ? (n m
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I RIM=316.5't W 314.3't �'\_MH-1 i
INV. IN.=306.32' I V IN.=305.28' `+ • _ _ r'-'--------------------
_._._.1
=09-5 t
INV.. OUT=306.22' IN OUT=305.18'\ IN.=302.08'
— \ \ ___ • �— I OUT=301.98'
235 LF PVC AT 0.4% 155 LF 8vDPE AT 2. X
Ai
30' SEWER
�\ \ EA�S/�EMENT
• \ t - i i �•\ T.
PUMPSTATION
0
NOTE:
THE TRUNK SEWER, PUMP STATION AND FORCE MAIN
ARE BEING DESIGNED AND CONSTRUCTED AS PART OF
THE BAY ROAD SEWER DISTRICT (EXTENSION #7 OF THE
QUAKER ROAD SEWER DISTRICT). THEY ARE SHOWN HERE
FOR PURPOSES OF COORDINATION,
/ • • w •
.. RIM=314..41 \�� �./• �, �./• \ \ .\
INV. OUT=306.88'
!. A /.
/ / A « /..—
INV. IN (MH1 )=301.30' 04
- • _ y INV. IN (MH6)=302.60' • • �2 / A
,�-----------.,�'� o INV. OUT (FM)=304.5 \•/ ;�
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RIM=31IZ96'
INV. IN.=306.16'
INV. OUT=306.06'
to
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` INPW IN=302.84 ( 7) '
sF�• / `` -+'� . INV. 611,JT=302.74' /
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BEER HOSE FRICTION GUARD
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die. CEDAR STAKES
ft LONG
' SHREDDED BARK MULCH
'MGM SAUCER
'MENDED PLANTING $01L
7TEe
TREES 3" CAI.P'ER AND
LESS SHALL BE STAKED AS
SHOWN USING THREE STAKES
TREE PLANTING + STAKING DETAIL
PLANT L15T
u A I,"
NOT TO SCALE
WITANIGAL NAME
r�
RUBBER H05E FRICTION GUARD
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SUMMIT ASH
FRAXINUS PEW LANC. SUMMIT
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PN OAK
QUERCUS PALUSTRIS
2.5" GAL
6
SHADBLOW
AMELANCHIER CANADENSIS
4' Utr.W3
WHITE PINE
DARK AM. ARBORVITAE
PNU5 STROBUS
THUJA OCCIDENTAUS MGRA
G' HT
5 - ' HT
15
14
SNOWDRIFT FLOWERING GRAB
MALUS SNOWDRIFT
2" CAL
8
Deto JAM)ARY A 20M
RevNed OCT06E11 A 2002
scale r-w
S-5
BFEET 5 OP 8
11'-0'
MAX: gI,LOWABLE
MN. ALLOWABLE
SLOPE C2Ta
Q
in
WATER MAN
5a-O' RIGHT OF WAY
2'-0' 24'-0' TRAVEL LANK 2 -0,
10'-0' UTILITY EASEMENT
3 1/2' ASPHALT CONCRETE
-2' COMPACTED BNDER NYSOOT ITEM 403.13 TYPE 3
-1 1/2' COMPACTED TOP NYSOOT ITEM 403.16 TYPE 6 4'-0' 6'-0'
6' Tyr' GRADE TO DRAIN
1/4' /FT. 1/4' /FT.
ELEGT CA
BLE TV
----------------------- TELEPHONE
___ -__ f GAS
Z212'
00
CATCH BASH - LOCATIONS INDIVIDUAL DRIVEWAYS SHALL BE
AS SHOWN OCTAL) PLAN GRADED TO MEET PAVEMENT ELEVATION
COMPACTED SUBBASE CSEEAT TOP OF WING, N NO CASE SHALL
PAVED SUBBASE SEPARATION GEOTEXTLE DRIVEWAYS BE ALLOWED TO CUT OUT
WING-TYPEWALL MIRAFI 50OX OR EQUAL WING SECTION OF PAVEMENT.
Swa.E
PERF. UNDBASE COURSE - MINIMUM DEPTH 12' NYSDOT ITEM 304.05 STORM DRAIN PPE
STALLED IN TYPE 4 TO BE COMPACTED N TWO LIFTS AS 5HOWN ON The PLANS
IED WITH FILTER FABRIC
D FILLED W/ #2 STONE
PICAL BOTH WES TYPICAL ROAD 5ECT1 ON
NOT TO SCALE
INSTALL RIP RAP ON SIDES
AND TOP OF CULVERT END
FLARED END SECTION
w/ BOLTED COUPLING BAND
12" min. DOT ME" STONE F�
10' LONG by G ' WIDE
NOT TO SCALE
..
# F SUBGRADE ELEVATION
TRENCH BACKFLL
:j : •
UNDER PAVEMENT. USE SUBBASE MATERIAL
UNDER LAWN. USE EXCAVATED MATERIAL
UNDISTURBED SUBGRADE
—PPE
BEDDING MATERIAL
SAND OR FINE GRAVEL
�+
STORM AINAGE ME
=
SEE PLAN FOR SIZE AND ELEVATION
6., 6.. .
STORM PIPE TRENCH DETAIL
NOT TO SCALE
PROVIDE SLT FENCE AROUND CATCH B
AND FILTER FABRIC UNDER COVER
UNTIL PAVEMENT 15 PLACED AND GROUNDCOVER
HAS BEEN ESTABLISHED N R.O.W.
SEE PROFILE FOR TOP OF
GRATE ELEVATION AT 'V'
2'-0*
HEAVY DUTY FRAME AND WING SWALE
GRATE - WING SWALE STD.
BY LAPAN FOUNDRY
BASF COURSt
CEMENT FILLET AROUND
is
PERIMETER OF FRAME
MAX. G' BRICK + - ,
MORTAR ADJUSTMENT 12' MN. D - 2'-0' SQ. _
ALL AROUND v- BASH A5 ST MAANUFACTURECATCH
L BY FORT MILLER OR EQUAL
SIZE AS
$ - NOTED ON
PLAN
D
SEE PROFIT DRAWINGS
_ v FOR PIPE INVERTS
APPROVED GRANULAR BACK- 12' MNIMUM SUMP
FILL MATERIAL COMPACTED
TO 957. MAXIMUM DENSITY
MODIFIED PROCTOR CA5TM DG
12' M. COMPACTED
GRAVEL SUBBASE
UNDISTURBED EARTH OR ROCK
CATCH BA51N DETAIL
NOT TO SCALE
NOTE
ON DETENTION POND OVERFLOW CATCH BASINS
USE SYRACUSE CASTINGS 2515 FRAME AND GRATE
SEED AND MULCH SIDE SLOPES
2.0'
SEED AND MULCH 50E SLOPES
2.0'
'L NOTEl
AN LOMW Lft7pfm KEY STONE INTO THE DITCH BANKS
AND EXTEND IT BEYOND THE ABUTMENTS
A MINIMUM OF 18' TO PREVENT OVER
FLOW AROUND DAM.
SM71ONA-A
ROCK GHWK DAM
LENGTH VARIES SEE PLAN
13 713
❑ ❑ ❑ ❑
3
PLAN
SWALE C23 2"x2"x3' STAKES
OVERLAP ENDS EACH BALE
BALED MAY OR 5TRAW -
FN15HED GRADE
3G" FENCE POST. 10' oc MAX
DRIVEN 1G" MIN INTO GROUND
SILT STOP FABRIC
EMBED 6" MIN N BROUND
UNDISTURBED GROUND
SEDIMENT CONTROL FME
NOT TO SCALE
:OUVD
xr
>X
VALVE
INSTALL THRUST
BLOCK BEFMrD
TA
PPING SLEEVE
EXISTING MAN
CONNECTION TO EX15TING WATER MAIN
NOT TO 50ALE
GRADE AT UNPAVED -
AREAS RESTORE TURF
EXCAVATE TRENCH WIDTH
M IM IM WIDTH ECIUAL
TO PPE PLUS 2.0 FT.
EXIST. GROUND
ADJUSTABLE
VALVE BOX
GATE VALVE WITH
NON-NSNG STEM
2-#4
CON CI BETE
4. MIN' NOTES VALVE BOX 15 NOT TO REST ON
VALVE OR PPE LINE.
VALVE IN 5TALLATION DETAIL
NOT TO SCALE
MACHINE SACKFIL W/
MAIM MATERIAL.
COMPACT
N 1'-0' LIFTS
C4' MAX. SIZE,)
TO 95Z MODIFIED
PROCTOR
SELECT GRAMX.AR MATERIAL C100Z
PASSING 2'� TO W ABOVE PPE.
HAND VACKFLL 6' LIFT.
PPE BEDDING 6' DEPTH.
6 ". GRAVEL OR
CRUSHED STONE CTO 1-1/21
1. AT CONCRETE WALKS AND GXRBS. SAWC N
EDGES AND REPLACE TO MATCH EXISTING.
PIPL EXCAVATION + 13ACK1 ILL DETAIL
NOT TO SCALE
Site Notes
1. EVIDENCE OF EXISTING UTILITIES IS INDICATED FOR THE
CONVENIENCE OF THE CONTRACTOR. IT IS THE SOLE RESPONSIBILIYT
OF THE CONTRACTOR TO COORDINATE THE FIELD LOCATION OF
ALL UTILITIES WITH THE UTILITY OWNERS.
2. IT 15 THE RE5PON51BILITY OF THE CONTRACTOR TO PROTECT
ALL EXISTING UTILITIES FROM DAMAGE DURING EXCAVATION. GRADING
AND CONSTRUCTION.
3. THE CONTRACTOR SHALL DISPOSE OF ALL DEBRIS AND EXCESS
MATERIAL OFF OF THE PROJECT 51TE IN A LEGAL MANNER.
4. THE CONTRACTOR SMALL STAKE THE LOCATION AND GRADES
0' LL NEW WORK IN THE FIELD PRIOR TO STARTING WORK.
AM- DISCREPANCIES OR QUESTIONS SHOULD BE IMMEDIATELY
BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION
BEFORE PROCEEDING WITH THE WORK.
Erosion and Sediment Control Notes
1. DURING EARTHWORK PHASES. SEDIMENT TRAPS CHAY BALE DAMS) +
SEDIMENT CONTOL FENCING SMALL BE INSTALLED IN DRAINAGE SWALE5 AND
AT THE TOE OF GRADED SLOPES AS INDICATED ON THE PLAN.
2. AFTER EVERY STORM THE SEDIMENT TRAPS
SMALL BE INSPECTED FOR FAILURES OR DISPLACEMENT. AND ANY FALURE5
SMALL BE CORRECTED WITHIN 24 HOURS.
3. ALL BARE EARTH AREAS SMALL BE SEEDED AND MULCHED
WITHIN 48 HOURS OF SPREADING TOP501L TO PREVENT EROSION.
4. -4E CONTRACTOR SMALL COMPLY WITH THE NEW YORK GUIDELINES
FL . URBAN EROSION AND SEDIMENT CONTROL AS PUBLISHED BY
FOR URBAN ER0510THE EMPIRE STATE CHAPTER OF
THE SOIL AND WATER CONSERVATION SOCIETY.
CONCRETE
BEARING AREA
ON UNDISTURBED
NEW HYDRANT,
PER a2L IZENSBU
DEPARTMENT 51
FIMSM GRADE
HYDRANT DRIP
BEND
THIS SCHEDULE IS BASED ON 200 PSIG
INTERNAL PRESSURE AND A SOL
BEARING CAPACITY OF 2000 PSF
CONCRETE SHALL CONFORM TO THE
REOL11REMENTS OF SECTION 500 of
NYSOOT STANDARD SPECIFICATIONS.
AND SMALL BE CLASS B.
O BLOCK
!lEARIN..
AREA
BEARING
AREA
DEAD END
THRU5T BLOCK DETAIL5
NOT TO SCALE
CONCRETE
TEE
HORIZONTAL FITTINGS
BEARING AREA (SQ. FT.)
PIPE
SZE
45' OR
PLUGS,
(INCHES)
SMALLER
W BEND
HYDRANTS
8"
AND
3
5.3
4
SMALLER
PIPE LEAKAGE TESTHG
L WATER MANS SMALL BE WATER TESTED AT LS TIMES DESIGN
WORKING PRESSURE FOR A & 0 LJ PERIOD OF 4 MOMS.
LEAKAGE SHALL NOT EXCEED THE LIMITS SET BY AWWA CGOO
WATER MAN SHALL BE FLUSHED AND DISINFECTED N ACCORDANCE
WITH WW YORK STATE DOH STANDARDS PRIOR TO PRESSURE TESTING,
SANITARY SEWER- PLACE JOINTS EQUIDISTANT AND
AS FAR AS P055M FROM THE WATERMAN JOINTS.
WATER MAN WELL - GRADED
GRANULAR BEDDING WATER MAN
45 BENDS CTYPJ
DUCTILE IRON 8'-0. MN 8'-0' MIN. WITH ANCHOR FITTINGS
WATER MAIN OR: THRUST BLOCKS.
GONTIIIIUOUS Ph NO JOINTS CWFIERE NORMAL ALIGNMENT
DOES NOT PERMIT 18'
VERTICAL 5EPERATION-)
SANITARY - AATER GROMM
NOT TO SCALE
TYPICAL HYDRANT INSTALLATION
NOT TO SCALE
F
E BLOCKING
AST
BED "-n4
IN
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POWs" MARCH 14 2001
ReuNeck OCTOSER 14 2002
Scale AS NOTED
S-7
SFWT 7 OF 8
5. NO SLOPE SHALL EXCEED 3 feet HORIZONTAL TO 1 foot VERTICAL.