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MAG. 4R No construction shall be done within channel lines or within !00 feet of channel lines without
M I AC. DRIVE first receiving approval of the Westchester County Department of Public Works under
THE STREAM CONTROL LAW.
GENERAL SITE PLAN.
DOBBS FERRY, N.Y., 10522
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SCALE= I"= 30'
CONTOUR INTERVAL AS NOTED
DATUM NGSSVD 1929
1HE FOLLOW ABBREVIATIONS DENOTE=
WCDEF- WESTCHESTER DEPARTMENT OF ENVIRONMENTAL
FACILITIES SANITARY SEWER.
N%WC- NEW YORK AMERICAN WATER COMPANY.
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H
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7 -
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S
SANITARY SEWER LINE
D
DRAINAGE LINE
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T
UNDERGROUND TELEPHONE LINE'
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C}-- —�
3st
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XXX
EXISTING CONTOUR INTERVAL
-�—(XXX)
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Q
SANITARY SEWER MANHOLE
0
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0
W
THE VILLAGE OF RYE BROOK, WESTCHESTER CO., N.Y.
1
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FOR EXISTING 8t
PROMSEd UTILITIES
SIE PROPOSED UTILITIES
IDENTIFIED AS PROPOSED
S
SANITARY SEWER LINE
D
DRAINAGE LINE
W
WATER MAIN
G
GAS MAIN
i
T
UNDERGROUND TELEPHONE LINE'
C
UNDERGROUND CABLE T.Y. LINE
OVERHEAD UTILITIES
C}-- —�
PROPERTY LINE
EASEMENT
XXX
EXISTING CONTOUR INTERVAL
-�—(XXX)
PROPOSED CONTOUR INTERVAL
Q
SANITARY SEWER MANHOLE
0
SANITARY SEWER CLEANOUT
0
WATER VALVE
THE VILLAGE OF RYE BROOK, WESTCHESTER CO., N.Y.
HYDRANT
THRUST BLOCK
i
DRAIN MANHOLE
CATCH BASIN OR DROP IjNLET
❑
DROP INLET -• SQUARE
E)
DROP INLET —®• ROUND
ELECTRIC MANHOLE
-CJ-
UTILITIES POLE
30 GOULD AVENUE
LIGHT STAND
O a GAS VALVE
,
DESIGN APPROVED BY NEW YO K- RICAN WATER COMPANY, INC.
SANT Y SEWER DESIGfq`APPROVED BY THE VILLAGE OF RYE BROOK
VILLAGE ENGINEER.
WESTCHESTER COUNTY,D:EPA.RTM.
DIVISION SOF ENVIRONMENTAL HEALTH SERVICES
HEA..T
V+l' ,ISE PI -At,` -IS, N.Y.
- ICES
,
-
these Plans are hereby a . rove cl p ursuart
�� ^�t to P,�5 of the New
'fork State Sanitary Cocle and Article 17 of the New York State En.
vironmental Conservation Law subject to provisions of th*1- r
nP fi—f sleet for sign fur•(±.
UTILITY PLAN
REVISIONS
PROPOSED CONSTRUCTION PLAN
_.._. —
N0, DATE D SCRIPTI
FOR THE
1 7-18-85 MISC.
~.
WESTERLEIGH ALONG THE BROOK
`
FIVE LOT SUBDIVISION
2 8-18-85 FINAL SUB.
PREPARED FOR
3 1-20-86 AS PER WCDOH
WESTERLEIGH DEVELOPMENT CORPORATION
6"
SITUATED I N
v
THE VILLAGE OF RYE BROOK, WESTCHESTER CO., N.Y.
PAUL J. PETRETTI, P. E., L.S.
CIVIL ENGINEER a LAND SURVEYOR
ORIGINAL -JUNE 14,1985
30 GOULD AVENUE
DOBBS FERRY N.Y. 10522
d
EXIST. WCDEF SMH
(MACADAM �lG M ROAD f
ENT) -
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Two inch ( 2") NYSDOT item 403.16 Type -6 top course installed:in
accordance with Section 400 BITUMINOUS PAVEMENTS.
i
Four inch ( 4" ) NYSDOT item 403.11 type -1 base course installed
in accordance with Section' 400 BITUMINOUS PAVEMENT.
Six inch 6" } NYSDOT item 304.02 subbase course installed in
accordance with Section 300 BASES & SUBBASES.
All references to NYSDOT items and specifications as per
STANDARD SPECIFICATIONS CONSTRUCTION AND MATERIALS Jan. 2,1985.
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STONE MONUMENT FOUND'FfQ sFQi �\•4, . . i se plans ]t�s are h-
er
e,y
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cl
eY6rk State San
to.
F
rt
�arY Codan'
p0 to
fe
the P
ewvrronmental Conservation Article 17 Of the New Yok StSCALEI 30� Law ateEnIs�ued sub0est to provisionsof:Seefirst for
signature.
atUrG'
A fi CDNTOUR INTERVAL AS NOTED
hr
DATUM NGSSVD 1929-
4
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LqAM
SITE GRADING PLAN
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1V o THE FDl.1rC}W ABBREVIATIONS DENOTE ,
,o S
3
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8
4
WCD�F WESTCHESTER3EPA DEPARTMENT F EVIRONMENTAEREVISIONS
S
�:-- PROPOSED CONSTRUPTION. PLANAN
a
FA A
FACILITIES SANITARY SEWER.
NEW
. � NO DATE C tF'Tt FOR THE
3- UES R ON
E Y I
e�
YA C NEW RK AMERICAN A A �
N W 0 WATER COMPANY. NY. �
0 � _
WE E NG THE BROOK
I 7_I$85 ST R�EIGti ALONG
MLsc,
' FIVE
:
r ,.
LaTSUBDIVISION
8-18-85 FINAL SUB,
PREPARED FOR:
P ,
w 1
_
-
� iGI-DEVELOPMENT
CORPORATION
WE6 TE I�(xxx) EXIST. CONTOUR INTERVAL tTUATED i
o
i
..�..
ts�P°
THE VILLAGE OF RYE BROOK, WE TC
HESTER CO •
N.Y.XXX PROPOSED CONTOUR INTERVAL
!�
6
E
PAUL J. PETRETTt S
.L.S.
P.E L
ss
CiY!!. ENGINEER 8 LAND SURVEYOR
_ 30>GOULD AVENUE.
ORIGINAL; -JUNE 14 1985
: 1
RN.Y.,i .
DOSIBS S N QS
22
H FERRY,
>e
i�r-
Westcnester County Department of Environmental Facilities,
V!CDEF
LEAKA1E TEST GENERAL NOTES
1. The t -6t period, whercim the measurements are taken, shall
nor- be les!-, than two (2) hours regardless of the test
method usel.
2. The total leakage of any section tested by any test method
shall not exceed the rate of 100 gallons per mile of pipe
per 24 houLs per inch of nominal pipe diameter.
3. Manholes shall be considered as sections of 48 inch
diameter pipe five (5) feet long and the equivalent leakage
allowance shall be 4.5 gallons per manhole per 24 hours.
4. When manholes are tested separately, all pipe openings
shall be plugged and the test procedures and citeria shall
be applied in the same manner as for those tests involving
only the pipe or a combination of pipe and manholes.
I
5. 'Additional information available from , WCDEF STANDARD
LEAKAGE TESTS FOR GRAVITY SEWERS.
HIS
IN
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14
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rn
0
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h
4*0 un y
rfKn b cr o,- o r h
71i
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W
+
50
'Notes:
i. Pump to remain in operolion
�r�ADE
lfcr min, of 5 hours otter
;:lacing of concrete.
I Z I
2. Concrete mix 1;2:4 using broken stone.
Ptq C co arm ,
3.Openings in county manhole shall
F".,r ca. --f ad chetalrez by
01qf4J-fM ir7 bofiQm
0-,rM-X1?A-/e
not be made unless county inspector
shell coxco-o*e
d;ree ile- d b �, Caael�e
is present and untill pumping B
clapih 0.8 X ON'T.01coffer. .5�,�awm
WSW
1075,Pe d i4V& J,9 ed e,?
to nching detaVs shown hereon are
Is
P I -A
complete.-
4. A county inspector must be present
�nl4
J/
during all work at or in the county
manhole.
wiXh Coq C;,- e ee-
5. Lime shall not be used in mortar or
concrete pI.Cced in or at county manhole.
6. Pipe foundation- granular
n
Coe7tt? e C ti17 IF -5C4/&,r I
1;V
material compacted for
0 6
full width of trench.
a 0
L71 a
00 V 0 000 0
.73
WESTCHESTER COUNTY
M T- �-i.
DEPARTMENT OF
I
Owl
ENVIRONMENTAL. FACILITIES
ib outcross /4 C C,
Qt e, -?c a so M eel
SEWER CONNECTION
V, r a -F a r e d
CONSTRUCTION DETAILS
C)YANDAR C[L CONNECTION CUT INTO
-0
EXISTING
i�r-
Westcnester County Department of Environmental Facilities,
V!CDEF
LEAKA1E TEST GENERAL NOTES
1. The t -6t period, whercim the measurements are taken, shall
nor- be les!-, than two (2) hours regardless of the test
method usel.
2. The total leakage of any section tested by any test method
shall not exceed the rate of 100 gallons per mile of pipe
per 24 houLs per inch of nominal pipe diameter.
3. Manholes shall be considered as sections of 48 inch
diameter pipe five (5) feet long and the equivalent leakage
allowance shall be 4.5 gallons per manhole per 24 hours.
4. When manholes are tested separately, all pipe openings
shall be plugged and the test procedures and citeria shall
be applied in the same manner as for those tests involving
only the pipe or a combination of pipe and manholes.
I
5. 'Additional information available from , WCDEF STANDARD
LEAKAGE TESTS FOR GRAVITY SEWERS.
HIS
IN
Z
01 Itic)
WE
PROFILE SEWER LINE IIA 11
GENERAL NOTES
1. The Contractor shall be responsible for the preservation
of all public and private underground and surface
utilities and structures at or adjacent to the site of
construction insofar as they may be endangered by his
1,25 operations. This shall hold true whether or not they are
shown on the proposed plan. If they are shown on the proposed
plans, their locations are not guarnteed even though the
information was obtained from the best available sources, and
in any event, other utilities not shown on these plans may be
encountered in the field. The Contractor shall, at his own
1Z0 expense, repair or replace any structures or utilities that he
damages, and shall constantly proceed with caution to prevent
undue interruptions to utility service.
2. The Contractor shall verify the location of existing utilities
Ile> whether underground or overhead and shall maintain in proper
mM operating condition these utilities. If temporary utility
services are required, the Contractor shall see to it that
< they are provided, and it shall be his responsibility
> to maintain such temporary facilities for the duration of the
i I project.
i1Q0
Z
3. The Contractor shall contact all of the appropriate parties
with jurisdiction over the utilities entering on or near the
project area prior to initiation of construction activities.
4. The Contractor's attention is directed to the State of New
York Department of Labor, Board of Standards and Appeals
Industrial Code Rule 53, "Construction, Excavation and
Demolition Operations at or near Underground Facilities",
effective April l F1975. The Contractor will be requiredto
comply with all applicable requirements of Industrial Code
Rule 53. Information is available at 1-800-245-2828.
5. The Contractor shall be responsible for obtaining all permits
required by the Village of Rye Brook, Westchester County
Department of Environmental Facilities or any other agency
with jurisdiction over this project.
6. The Contractor shall be responsible for making all
arrangemnets for all necessary inspections required by the
Village of Rye Brook the Westchester County Department of
Health, the Westchester County Department of Environmental
Facilities or any other agency with jurisdiction over this
project.
7. The Contractor is responsible for the replacement and
restoration of all natural and manmade features whether shown
on the proposed plan or encountered in the field. It is the
intention of the proposed plan to show only majors features to
be protected, restored or replaced; however, other: physical
tib features may be encountered which will require restoration or
replacement whether or not they are shown on the proposed
plan.
--8. It shall be the responsibility of the Contractor to provide
for erosion control throughout the duration of the project.
This shall include, but is not limited to, providing hay
< bales, protective barriers, drainage retention and/or settling
->A areas and special surface treatments. Under no circumstance
0 shall the Contractor leave construction surfaces or adjacent
Z disturbed surfaces vunerable to erosion. Unnecessary erosion
Ips shall be prevented by backfilling, grading, seeding and haying
construction surfaces on a daily basis.
9. The Contractor shall verify all field conditions and
dimensions and shall be responsible for field fitting and
Ir quantity of work. No allowances shall be made on the behalf
of the Contractor for any error or neglect on his part.
10.I hereby acknowledge that no borings or subsurface information
is available for the project and the Contractor shall be
responsible for verifying all subsurface conditions and
satisfying all contractural conditions with respect to
unforseen conditions prior to entering into dgreement to
perform the work shown hereon.
PVC pipe shall be SDR -35 type sewer pipe conforming to
ANSI/ASTM D 3034-81 specifications. All elastometric seals
gaskets ) shall conform to ANSI/ASTM F 477-81 specifications
for joining PVC pipe.
,12.All length of pipe measurements are horizontal and to the
inside face of manholes. All stations shown hereon are to the
centerline of the manholes.
:13.House laterals will be installed at the locations and grades
specified by the Engineer.
M
V C
14 A11 work shall conform to the requiremeAf.&, S f -0i'6 V1 -1- Q�- o
rn E
94' f
Rye Brook, the Westchester County DepartmerEUWMCixplr* -!(2NMENTAL HEALTH SI-RVI,(,E
Westchester County Department of Environmemta,;�V7�fa-ci - les.
N� Y.
0 - ----------- I ------------------
Z these plans are hereby -,pprovedpurrv,-,1+ to pr,r+ 5 0;
York State SInifary Code and Article 17 of fhe New York Si
vironmenfal Conservation Law subjecf to provisions o
f i
issues? JVA*r,
>`-tn
Aafi!-sf she,01'for signature.
GENERAL NOTES tZI CX PROFILES
W sof
�Av
1+00 2+00
PROFILE SEWER LINE111311
12,->
REVISIONS
14
4
rn
0
2 1-20-66 �S PER WCDJOH
0
7Z
Z
W
+
50
+
-
�r�ADE
4
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10,i
it
is
0+00
2+00
3+00
PROFILE SEWER LINE IIA 11
GENERAL NOTES
1. The Contractor shall be responsible for the preservation
of all public and private underground and surface
utilities and structures at or adjacent to the site of
construction insofar as they may be endangered by his
1,25 operations. This shall hold true whether or not they are
shown on the proposed plan. If they are shown on the proposed
plans, their locations are not guarnteed even though the
information was obtained from the best available sources, and
in any event, other utilities not shown on these plans may be
encountered in the field. The Contractor shall, at his own
1Z0 expense, repair or replace any structures or utilities that he
damages, and shall constantly proceed with caution to prevent
undue interruptions to utility service.
2. The Contractor shall verify the location of existing utilities
Ile> whether underground or overhead and shall maintain in proper
mM operating condition these utilities. If temporary utility
services are required, the Contractor shall see to it that
< they are provided, and it shall be his responsibility
> to maintain such temporary facilities for the duration of the
i I project.
i1Q0
Z
3. The Contractor shall contact all of the appropriate parties
with jurisdiction over the utilities entering on or near the
project area prior to initiation of construction activities.
4. The Contractor's attention is directed to the State of New
York Department of Labor, Board of Standards and Appeals
Industrial Code Rule 53, "Construction, Excavation and
Demolition Operations at or near Underground Facilities",
effective April l F1975. The Contractor will be requiredto
comply with all applicable requirements of Industrial Code
Rule 53. Information is available at 1-800-245-2828.
5. The Contractor shall be responsible for obtaining all permits
required by the Village of Rye Brook, Westchester County
Department of Environmental Facilities or any other agency
with jurisdiction over this project.
6. The Contractor shall be responsible for making all
arrangemnets for all necessary inspections required by the
Village of Rye Brook the Westchester County Department of
Health, the Westchester County Department of Environmental
Facilities or any other agency with jurisdiction over this
project.
7. The Contractor is responsible for the replacement and
restoration of all natural and manmade features whether shown
on the proposed plan or encountered in the field. It is the
intention of the proposed plan to show only majors features to
be protected, restored or replaced; however, other: physical
tib features may be encountered which will require restoration or
replacement whether or not they are shown on the proposed
plan.
--8. It shall be the responsibility of the Contractor to provide
for erosion control throughout the duration of the project.
This shall include, but is not limited to, providing hay
< bales, protective barriers, drainage retention and/or settling
->A areas and special surface treatments. Under no circumstance
0 shall the Contractor leave construction surfaces or adjacent
Z disturbed surfaces vunerable to erosion. Unnecessary erosion
Ips shall be prevented by backfilling, grading, seeding and haying
construction surfaces on a daily basis.
9. The Contractor shall verify all field conditions and
dimensions and shall be responsible for field fitting and
Ir quantity of work. No allowances shall be made on the behalf
of the Contractor for any error or neglect on his part.
10.I hereby acknowledge that no borings or subsurface information
is available for the project and the Contractor shall be
responsible for verifying all subsurface conditions and
satisfying all contractural conditions with respect to
unforseen conditions prior to entering into dgreement to
perform the work shown hereon.
PVC pipe shall be SDR -35 type sewer pipe conforming to
ANSI/ASTM D 3034-81 specifications. All elastometric seals
gaskets ) shall conform to ANSI/ASTM F 477-81 specifications
for joining PVC pipe.
,12.All length of pipe measurements are horizontal and to the
inside face of manholes. All stations shown hereon are to the
centerline of the manholes.
:13.House laterals will be installed at the locations and grades
specified by the Engineer.
M
V C
14 A11 work shall conform to the requiremeAf.&, S f -0i'6 V1 -1- Q�- o
rn E
94' f
Rye Brook, the Westchester County DepartmerEUWMCixplr* -!(2NMENTAL HEALTH SI-RVI,(,E
Westchester County Department of Environmemta,;�V7�fa-ci - les.
N� Y.
0 - ----------- I ------------------
Z these plans are hereby -,pprovedpurrv,-,1+ to pr,r+ 5 0;
York State SInifary Code and Article 17 of fhe New York Si
vironmenfal Conservation Law subjecf to provisions o
f i
issues? JVA*r,
>`-tn
Aafi!-sf she,01'for signature.
GENERAL NOTES tZI CX PROFILES
W sof
�Av
1+00 2+00
PROFILE SEWER LINE111311
12,->
0+00 1+00 2+00 3+00
PROFILE DRAIN LINE 'A"
SCALE: HORIZ. I===30'
VERT I"=.53
r- nw
REVISIONS
Z
4
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0
2 1-20-66 �S PER WCDJOH
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0+00 1+00 2+00 3+00
PROFILE DRAIN LINE 'A"
SCALE: HORIZ. I===30'
VERT I"=.53
r- nw
M
3+00
0+00
PROFILE DRAIN LINE 11 B
SCALE- HORIZ * : L1=^ 30,
VERT: I"= 5`
1 400
;af NE 0
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C
41. 10
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ss
REVISIONS
Z
4
rn
0
2 1-20-66 �S PER WCDJOH
0
-.1
Z
W
M
3+00
0+00
PROFILE DRAIN LINE 11 B
SCALE- HORIZ * : L1=^ 30,
VERT: I"= 5`
1 400
;af NE 0
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C
41. 10
gy
ss
REVISIONS
PROPOSED CONSTRUCTION PLAN
FOR THE
WESTERLEIGH ALONG THE BROOK
FIVE LOT SUBDIVISION
PREPARED FOR
WESTERLEIGH DEVELOPMENT CORPORATION
SITUATED IN
THE VILLAGE OF RYE BROOK, WESTCHESTER CO., N.Y.
4
T'ON
NO. DATE DESCRIPTION
1 8 -18-85 FINAL SUB.
2 1-20-66 �S PER WCDJOH
PAUL J. PETRETT 1, RE., L.S.
CIVIL ENGINEER & LAND SURVEYOR
50 GOULD AVENUE
DOBBS FERRY, N.Y. 10522
ORIGINAL* JUNE 1411985
23" .
GENERAL. NOTES FOR DRAIN LINE INSTALLATIQH
.-
ITF-m Qa3.l T`(+� Cv
tPGC114NaNT PAveME,47
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ti. {
='AVM EN i
All drainage pipe installations insid'.: the gtlb?ic R.Q,W.,
or as shown hereon, shal�I be 'accomp" .:shed with i4gage
bituminous coated fully paved r rcular corru ate& m .
pipe
11.1 _, ,
conforming to NYSDOT Jan. 2 1985 stars g •e�al�•i e
Stops I, \ \ ExI� , c®!�c�,- ivy MA.a- g. } lord specir�ca-tion.
PIPE..D.. 7 \ PAVEMENT THIGKNEt, VAI2152 specification 707_-02. ,�.,
yA. 1 DIA + —
r •
a
All drainage CMP & ACMP pipe. connections sball' b
�— - accomplished with hugger t e corrugatede
•� •' .r• ,✓ GL.�N GG7r�r"''.gGT�I`% FtL-1..
NYSDOT Jan. 2,1985 s`ta bands conforming to
O Mx"A, CUT BAcW. (*r'rP) >�� c. t� �, -�, I~� -r-� a nd rd specification 643-3.06.
_ `PAYMENT
a
STAINLESS STEEL STRAP '------�� _ �- 2. All drop �.iZ�.@t trdl[teS and
LIMITS covers shall be Campbell 3403,
_
—
MANHOLEBASE FLEXIBLE SLEEVE or an approved equal.
—
r NO, STCx�►E -,-� �_--'k
48
A 1 CLti' E
DETAIL OF RUBBER MANHOLE ,,SLEEVE
- I1I r!i t
3. AlDrain Manhole AROUND ' PIPE � 4 M 1 +'y , - ... ,
:
NTS - - - --- - It II le frames and ''covers shall be Campbell ItlV
12 Qty 12" !t or an approved equal.
P _ ,
_
MP{� ,4Np PE �1A =N PA CNS` �. - -.< /L 4. unless otherwise specified, SELECT BACKFILL P fied, drain manholes shall have the
1 T � t � N i.. T U �M I��.F�I�.,AG. M � NT ' t� jT� � . ,
l � •� !/ �NYSD.OT. ITEM 203.07} letters DRAIN on the cover. The cover shall have six
,3 12 Crushed stone base � ( 6) 3/4 "diameter vent holes.
( 6 }
PRECAS;" MANHOLE�I PIP OR##2 CRUSHED STt?NE;
i, ^EmPofCAr-Y P,p.V ENT O 1 MA!r IV raL�.GE ;:aC 4 MtN!MUri pk- ✓,may ,'.•�., l/ N G
/. M.H. frame T4�(ZErC � t10mT �-tlz+ ofZ � PE. p� QEcT t ®, <�- w TWO. LIFTS -*2 CRUSHED
s covers to be CompbaH potters 1005 of approves' tsgval N.H. f
,r AI
w �uP�� i N TE.t•,! �E�-t.... N Ic�H ve 2 5. The - � ;,� � STONE, COMPACTED. length of storm sewer:. pipes entering or leaving any - •
covers �o have 6 vent holes A be marked SEiYER .
J manhole, catch basin or drop inlet shall be greater
�► r u 2 -0 but Less than 6'-0 9 than
2. The l s length of pipe in -8 out of o// manholes shall not he more than 6 -6. or less than 2-Q
J. The contractor shall submit deto is of the precast monh�ole . to the EnQinewr 6
�V�C. PIPE All pipes to;' be cut clean. with the inside face of drop
for ap�provol.
inlets or catch basins and parged with fresh mortar.
.
4. Precast manholes SAO// hove minimum reinforcement of 0./ sq. per lin: fit
for �$~ barrel. TRENCH DETAIL
7. All drop inlet or -catch basin installations shall be
'
accomplished with
p precast COAcrete units furnished in
_ accordance with the requirements of YSDOT STANDARD
- SPECIFICATIONS SECTION 706-04, PRECAST' CONCRETE DRAINAGE
"s�oTs-�2"c.c.�o UNITS.,
USE CAMPOELU 2541 - DRAIN SUBBASE
/AAM[ ! 6rUtE
/'lff1002" 4"
f. r
'
40-
gUBBER d • t; ,
3^"
CONCRETE + '
_ _ . ...t
DETAIL 1
Ami smooth taonn�atiarr hetwwen _ AND CONN RETE ,�ouv wi4 -Fru wlxa
3 `
STONE y
• 40/40 and ovfit9t wilh a
split pipe, or conclete
liilii)ed /f aAww0d t4 MSNr�' / f t 4 24MI N.
s
�. �� � ", �____
fin enght2dw v � ,• � '�,, �r HOLE CAME.
13,11 Iu�sE-
• . Coss section _
2' 0" 0 I. D.
TAPERED PLUG,
T 6 NON TRAFFIC
NE I. r/ MAWNRY UNITS AMCUKO WALLS SHALL K or 4'•Lotx O R
OT�' !�: ;,t . G. {
j Jp N
Vo ' + � t"CRUSHED LLS 2 WATO K FAMED WIT" I/2'CtUIENT PLASTER INSIDE • 04JT 6," TRAFFIC
i!! STONE
i. ALL PIPES To Sc cls clusN WITH tNsiDt Of al!N►1a.l. _ .
4 nlftCAST CONCRETE SUMPS ALLOgtO WITH E1111190EERS PEN1ISSON
MANHOLE
��,/� /�/jf/�'� j c]�'' -DETAIL
' /� /j C ATC N BASIN DETAIL
ALUAVIVIM AL Lor wnwlAG
SWS Stell be pAxeS+d opproxinwtesly 12" on -
cower for the full depth of the manhole
` e orpt no steps wrll be req{urred in Shallow #H" "
4-0 Q 1::10cl�
USE cAMPSE.L No. 3403 OR Q CQ CO Q
0
FRAME & GRTE. 5-0" 0 Q Q 0 €O [:::1 l
dC1 ZjoEJ 1Itp
Q
48 30 �:1 E��
C:J E:3rjCAVEL t3, 56
DEFLECT PIPE AS PERf ,
WATER LINE FILL WITH 8 _ 0 C;RAvEL -MALL pad, '���, �t #
MANUFACTURERSr RECOMMENDATIONS
' WEIGHTS: i''1. Z � Z
STONE
3600#-6" SLAB, 4800#-8" SLAB
4500#-4'-0" SECTION, 5625#-5'-0" SECTION
:.;, or wu; TwtT rAT a oN rlw• � ,
"MRlT WMEt aMKL mss t- ` 24" 24� � MIN.
SEWER a'LAen aro amem",99"
IF ro WAts S n► AT. Nw`stnT - -
&jw.
DRYWELL DETAIL
To
.. a w9rAu Tttt4 r - N .T, S.
'VAI SMCE Ai IKCLfMR14 `' -s ��.:.` :-.,. '^'� ¢;., -�;: r ., -
ri... a. _ _ PROVIDE TWO{2 DRY WELLS PER RESIDENCE
IO MIN. IO MIN. ,� r 6"OF NO.2 CRUSHEI 1
STONE
Vol C
PRECA3T CONCRETE DROP INLET
NTS b
SERVCCE LINE /0' Min. _
L LATCAm. PIt *AmIAL on" earra.r ra 2T.rs atLarw lsurlM ,
COOL A$ Aomtxm Lt.
2Mac.tareutt+tTAL.r,4'.citrne,;s+tT.sonitot,wr<a C (�../)VSTC:NSTER COUNT' �- t
�IMOM "0111IM
.n. A.n.T.�An�n.�Arl�. D�P�.�Tl�1>Wl�i� �� H
CROSSING O WATER LINE OV at" R SAN ITARYE1NER L ;�,KNLA
DIVISION �7F EN`�dII�O�!►lrILNTAL f-id;ALTM SF^VICES
y
N.T.S. to ctp W°•'ITE PLAINS ' I
N. Y ........................................
WHERE WATER LINE PASSES BENEATH SEWER LINE, THE JOINTS OF THE PIPE SHALL These
$E A MIN. OF� 10' FROM THE POINT OF CROSSING AND THE SANITARY SEWER SHALL SeM ,r line plans are herel� { sP;a„ fed ,t, .,; , to P.:rf 5 of Fh ,
BE CLASS 150 PRESSURE PIPE. ,
fork Std#e Sani ary Code and ArScle 17 of 4 h New York St.:
1 N Yironmenfal Conservation Lawsu S
' to provisions o t
I L issl�rs�d �!, - 1,L r
.r � .�
SANITARY SEWER ('PRESSURE PIPE) �L rIV+ L. iffiPA ATIO �l /�Q /�P p �j NOTES SECTIONS a DETAILS
- Vd a �,1 J� 111.."1 ��/ !l r
Wotw orld s6i ,',*r fine ciossll?
18" Wal* and sewer fines permllel. � NIyNDTREVISIONS
PROPOSED CONSTRUCTION PLAN
0WATER 0.AE DESCRIPTION FOR THELINE -{88 FINAL SUB.
WESTERLEIGH ALONG THE BROOK
Lj2., ._ L/2 FIVE LOT SUBDIVISION
fi _
PREPARED FOR
WESTERLEIGHDEVELOPMENT CORPORATION6
SITUATED IN
CROSSING W��t� 4� THE VIL:.LAGE OF RYE BROOK, WESTCHESTER CO. N.Y.
ATER LinkUNDER SANITARY SEW' VER
N.T.S. PAUL J. PETRETTI, RE-.,L.S. {
CIVIL ENGINEER 81 LAND SURVEYOR
30 GOULD AVENUE
- ORIGINAL: JUNE 1411985 DOBBS FERRY, N.Y. 10522
NONNI
•Toric s •••�-
` e orpt no steps wrll be req{urred in Shallow #H" "
4-0 Q 1::10cl�
USE cAMPSE.L No. 3403 OR Q CQ CO Q
0
FRAME & GRTE. 5-0" 0 Q Q 0 €O [:::1 l
dC1 ZjoEJ 1Itp
Q
48 30 �:1 E��
C:J E:3rjCAVEL t3, 56
DEFLECT PIPE AS PERf ,
WATER LINE FILL WITH 8 _ 0 C;RAvEL -MALL pad, '���, �t #
MANUFACTURERSr RECOMMENDATIONS
' WEIGHTS: i''1. Z � Z
STONE
3600#-6" SLAB, 4800#-8" SLAB
4500#-4'-0" SECTION, 5625#-5'-0" SECTION
:.;, or wu; TwtT rAT a oN rlw• � ,
"MRlT WMEt aMKL mss t- ` 24" 24� � MIN.
SEWER a'LAen aro amem",99"
IF ro WAts S n► AT. Nw`stnT - -
&jw.
DRYWELL DETAIL
To
.. a w9rAu Tttt4 r - N .T, S.
'VAI SMCE Ai IKCLfMR14 `' -s ��.:.` :-.,. '^'� ¢;., -�;: r ., -
ri... a. _ _ PROVIDE TWO{2 DRY WELLS PER RESIDENCE
IO MIN. IO MIN. ,� r 6"OF NO.2 CRUSHEI 1
STONE
Vol C
PRECA3T CONCRETE DROP INLET
NTS b
SERVCCE LINE /0' Min. _
L LATCAm. PIt *AmIAL on" earra.r ra 2T.rs atLarw lsurlM ,
COOL A$ Aomtxm Lt.
2Mac.tareutt+tTAL.r,4'.citrne,;s+tT.sonitot,wr<a C (�../)VSTC:NSTER COUNT' �- t
�IMOM "0111IM
.n. A.n.T.�An�n.�Arl�. D�P�.�Tl�1>Wl�i� �� H
CROSSING O WATER LINE OV at" R SAN ITARYE1NER L ;�,KNLA
DIVISION �7F EN`�dII�O�!►lrILNTAL f-id;ALTM SF^VICES
y
N.T.S. to ctp W°•'ITE PLAINS ' I
N. Y ........................................
WHERE WATER LINE PASSES BENEATH SEWER LINE, THE JOINTS OF THE PIPE SHALL These
$E A MIN. OF� 10' FROM THE POINT OF CROSSING AND THE SANITARY SEWER SHALL SeM ,r line plans are herel� { sP;a„ fed ,t, .,; , to P.:rf 5 of Fh ,
BE CLASS 150 PRESSURE PIPE. ,
fork Std#e Sani ary Code and ArScle 17 of 4 h New York St.:
1 N Yironmenfal Conservation Lawsu S
' to provisions o t
I L issl�rs�d �!, - 1,L r
.r � .�
SANITARY SEWER ('PRESSURE PIPE) �L rIV+ L. iffiPA ATIO �l /�Q /�P p �j NOTES SECTIONS a DETAILS
- Vd a �,1 J� 111.."1 ��/ !l r
Wotw orld s6i ,',*r fine ciossll?
18" Wal* and sewer fines permllel. � NIyNDTREVISIONS
PROPOSED CONSTRUCTION PLAN
0WATER 0.AE DESCRIPTION FOR THELINE -{88 FINAL SUB.
WESTERLEIGH ALONG THE BROOK
Lj2., ._ L/2 FIVE LOT SUBDIVISION
fi _
PREPARED FOR
WESTERLEIGHDEVELOPMENT CORPORATION6
SITUATED IN
CROSSING W��t� 4� THE VIL:.LAGE OF RYE BROOK, WESTCHESTER CO. N.Y.
ATER LinkUNDER SANITARY SEW' VER
N.T.S. PAUL J. PETRETTI, RE-.,L.S. {
CIVIL ENGINEER 81 LAND SURVEYOR
30 GOULD AVENUE
- ORIGINAL: JUNE 1411985 DOBBS FERRY, N.Y. 10522
WESTCHESTER COUNTY DEPARTMENT OF ENVIRONMENTAL FACILIT,?ES
EXISTING SANITARY SEWER MANHOLE ALTERATION
1. REMOVE FRAME AND COVER, BRICK WORK AND TOP SLAB. SAVE TOP SLAB
WITH KEYWAY.
2.m -INSTALL DOWELS AS SHOWN ON SECTION FF.
3. POUR NEW CONCRETE SECTION TO MATCH EXISTING CONDITION W/
ELEVATION AS REQUIRED AND NEW KEYWAY.
4. REINSTALL TOP SLAB.
_ 5. RESET FRAME AND COVER.
�_ YAAi ti
$' 7P. l2"WALLS AS REQUIRED --
,
-- PLACE WALL
PERPEMDICVLA12 TO
AXIS of PIPE
rn;
W
Q.
I o; z,
r di 61A
4 =3"
SECTION C•C (EXISTING CONDITION)
BASE SECTION FOR DEFLECTION
MANHOLES WITH DEFLECTIONS OF e-ro9O
3a s'O.C. [Top t 2 -*3 TOP
- ' -- 2 :44 BUTT.
p
2 -'4 BOTTOM .N SEE BASE SECTION #3 C3 Q 5" 0.C-
14 -4 BOTTOM
LMLAYI:.,RS SECTION F'F
(EXISTING CONDITION)
DRILL AND INSERT EIGHT(8) 1/2" DOWELS X 2t-0" LONG EQUALLY SPACED
AROUND. DOWELS TO BE SET PLUMB AND HOES FILLED WITH CEMENT MORTAR.
MATCH EXISTING WALL THICKNESS WITH 3,500 PSI CONCRETE.
i
PAYMENT
LIMITS
TOP OF ROCK i If
Iti
AE/ v* 'r/ a 12PIPE t2�
O.D.
S�! UNDERCUT
g BEDDING MATERIAL'
J / _ N.Y.S. SIZE No. I
a�
TRENCH ROCK EXCAVATION
NTS.
__
,
-- LENGTH - VARIES CURB am
CURB STOP- 't
45.
CORPORATION STOP- MATER SERVICE
CRUSHED STONE BEDDING
TO BE USED TO SUPPORT _
PIPE IN
TRENCH.
DETAIL OF WAtEP SERVICE CONNECTION
• r
APA
PLAN END VIEW
DETAIL OF 22J BEND ANCHOR
r C END VIEW
PLAN
$.. DETAIL OF 45 ° SENO ANCHOR
•
PLAN
DETAIL OF 900 SEND .4.vt,nT R
i'A
.4
CLASS 8 COtVG TYP
P�rkw
e,#AtjV TYP . w A
SECTION A -A
DETAIL OF THRUST DISTRIBUTION BLOCK
D€TA IL C. .4D ANCHOR
• PLAN ENO VIEW
DETAIL OF TEE ANCHOR
PIPE SIZE
V-' 8,"
A
g,,16"
8 I
C '
6"
D t
16"
4„
F
16„
G
; 4"'
„
!16
is" -12"
7"
z4`
10"
24-
2D.
24"
1
24"
14"-16"
„
3d,16"
32"
24„
42„
46'
32"
„ .
„
„
„
4Cr
provide adequate drainage, hydrant or blowoff drains shall not
4d'
24"
12"
42'
24"'
42"
36"
48"
72`
4
NOTE.
,� /� HYDRANT TO BE A •.!i"MUELLER CENTURION
MUELLER"BUFFALO TYPE" VALVE BOX
OR EQlHL.
MUELLER 5" GATE WUYE
CRUSHED STONE
OR GR.,"v
CaVCRET£ T"Run BLOCK if
To SEAR AGAINST UNpSTURBED it PRE-CASTBLOCX FADED RODDING
SOIL. OR FLAT STONE
DETAIL,., OF TYPICAL HYDRANT
RLS
DRAINS SHILD CXBE PL:UGGED. MIEN TME DRAINS ARE PLUGGED, THE
LS MUST BE PUMPED Oft AFTER Uhl DURING FREEZING WEATMER. WHERE
HYDRANT DRAINS ARE NOT PLUGGED, A GRAVEL POMET OR ORY WELL SMALL BE
PROVIDED UNLESS THE NATURAL SOILS WILL PROVIDE ADEQLiI1M DRAINAGE HYDRANT
DRAINS 94AL.L NOT BE CONNECTED To OR WCAMD WITHIN 10 FEET OF SANITARY
SEWERS CR STORM DRAW. W GROUND INTER TD FINISH OWE IS LESS THAN
T FEET, HYDRANT WEEP MAS STALL RE PLUGGED.
GENERAL NOTES FOR WATER MAIN INSTALLATION
1.
All work shall conform to the requirements, standards and
specifications of the ..New York -American Water Company, Inc.
2,
Mimim.um_ depth of cover for water main 4'-0".
3.
Newly installed water mains shall be tested for leakage in
accordance with AWWA standard C600-82.
4.
Ali new, cleaned or repaired water mains and appurtenances
shah be disinfected in accordance with AWWA standard 0601-81
except as per section 5.1.
5.
Where hydrant or blowoff drains are not plugged, a pocket or
dry well shall be provided unless the natural soils will
provide adequate drainage, hydrant or blowoff drains shall not
be connected to or located within ten feet ( 10' ) of sanitary
sewers or storm drains.
&,
All water main installation shall be accomplished with Class
50 DIP.
7.
All valves and fittings to be ductile iron mechnical joint
(' MJ ) .
8.
All hydrant installations shall be rodded between the MJ tee
and gate valve and the gate valve and hydrant elbow with two
2 ) 3/4" rods
9.
All ductile iron pipe ( DIP ), fittings and appurtenances
shall conform to the following
specifications:
MJ & Tyton joint ductile iron pipe AWWA C151, ANSI A21.51.
MJ & Tyton joint fittings AWWA C110, ANSI A21.10.
Joint details in accordance with. AWWA C1111 ANSI A21.11. "
Gaskets, Glands, and Bolts for MJ
pipe and fittings in accordance with.
AWWA C1111 ANSI A21.11
AWWA 01120, ANSI A21.12
10.
Water service line to be installed in accordance with local plumbing code.
' smn A.adlg'j'g. wT 'til .•Sy'
MICNT
..
-,y !,"'6
• Ot rill
DIVISfON 'OF ENVIRONMENTAL
� 1`
'
_ HEALTH SERVICE
W.
..1�*E PLAINS, N. Y.....
_ ..............
I+o•s Pl,1ns are herel;Nt r
fork Stfie Se
eN
nitaryocle and .ArIcle E7 of xe New YorYorkS+
vlrOnrrental C"ns a .
s �rva$i�n
_ Law s= C
I`I TiaIiaCIV'$StCalNOTES,
&f"DET,
SECTIONS #A ILS
REVISIONS
PROPOSED CONSTRUCTION PLAN
0. ATE
QE$CRIPIION
FOR THE
WESTERLEIGH ALONG THE BROOK
FIVE LOT SUBDIVISION
1 8-18-85 FINAL SUB.
PREPARED FOR
WESTERLEIGH DEVELOPMENT CORPORATION
SITUATED IN
THE VILLAGE OF RYE BROOK, WESTCHES`TER CO., N.Y.
PAUL J. PETRETTI, P.E.,L.S.
CIVIL ENGINEER 8N LAND SURVEYOR "
30 GOULD AVENUE '
DOBBS FERRY, N.Y. 10522