HomeMy WebLinkAboutProposed Construction Plans41-5
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N07E4-5 Afl4i,) COJN7Y DEPAWTME�4T C)f;:
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ENE MOT ` s v A " ; P_ �J4 r Tri P-�i` t
These plans are heresy approved pursuant- to, mart 5 of•the,New
York State Sanitary Code and Arficl`e V7 of the New YGork" Stetwe EA-
vironmental Conservation Law WSrect to psrovigionv�
No UATF UE S w'" i0t.-A T4
_
.X W -Pe
i� C)T
F OF
ITA
ClviL E INF- I LAeNC> ZVEYCAZ
Y
q
120
7
0
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
Min .0 operations. This shall hold true whether or not they are
1 --------------- shown on the proposed plan. If they are shown on the proposed
15A-1,nJ,0,.ff -f cf-offs Pt -&COO
Aim plans, their locations are not guarnteed even though the
4
information was obtained from the best available sources, and
Min h z-
Sh e. i ir? 9 �7 CO Q fl in any event, other utilities not shown on these plans may be
encountered in the field. The Contractor shall, at his own
rtin b rr or ahcrh A- -,C/ •Al,;,? h 0
A
s/ope. 4re-_,?C4 expense repair or replace any structures or utilities that he
under Ptpe_ Mtn. damages, and shall constantly proceed with caution to prevent
f undue interruptions to utility service.
In C, r
2. The Contractor shall verify the location of existing utilities
whether underground or overhead and shall maintain in proper
Notes:•operating condition these utilities. If temporary utility
1. Pump to remain in operafion services are required, the Contractor shall see to it that
for min. of 5 hours after they are provided, and it shall be his responsibility
to maintain such temporary facilities for the duration of the
;Iccing of concrete.
project.
2.Concrete mix 1:2t4 using broken stone. Conc. 6n r- a se /W e r711
3.0penings in county manhole shall F.tyn cat-vad che.1717C4 J� C4 taf/17 9 '01qfrop-M 1;7 3. The Contractor shall contact all of the appropriate parties
y d'#CMAt7A*/0 with jurisdiction over the utilities entering on or near the
not be made unless county inspector 0,v she t ye w i co A c P, o ckflm *I project area prior to initiation of construction activities.
is present and untill pumping Ek diree -& d b r Cvaol�e
trenching details shown hereon are /rtse 4 114, d- -/a ea eip
4. The Contractor's attention is directed to the State of New
complete.- PI -A eJehrlIs le war an Ae rill
/Yf' 4 _-Je &a 4 York Department of Labor, Board of Standards and Appeals
4. A county inspector must be present industrial Code Rule 53, "Construction, Excavation and
Demolition Operations at or hear Underground Facilities"
during all work at or in the county ,
manhole. 1 1;1*1: ;J1 iv;,4h C017 rl-e Is -e- ffm4ro-oh, effective April 1,1975. The Contractor will be required to
5. Lime shall not be used in mort or or 4'. -rCi�? i 0 4 1 �1 5 io(a /W 4 IV 11 11 comply with all applicable requirements of Industrial Code
Rule 53. Information is available at 1-800-245-2828.
concrete pl_qced in or at county manhole.
6.Pips foundation- granular
material compacted for Carl n e c fi17 9' 5e4l,-J- 11 INab
The Contractor shall be responsible for obtaining all permits
0,0 40 0 3- *000
* 00 a
% 00 required by the Village of Rye Brook, Westchester County
full width of. french. a Or 0
Department of Environmental Facilities or any other agency
0 000
00 0
V♦
5A),P with jurisdiction over this project-.,
t -0 0
WESTCHESTER COUNTY
DEPARTMENT OF• 6. The Contractor shall be responsible for making all
0 C/eXII OU -t'SIdg S IA.*- C e
'0 .,t
ENVIRONMENTAL FACILITIES �5u 1p 1 a _/ &? 0, 4L 10 e,�?a a 5 a M e47 arrangemnets for all necessary inspections required by the
Tf en Ch h 0 #O/v
SEWER CONNECTION Village of Rye Brook, the Westchester County Department of
-49,01red Health, the Westchester County Department of Environmental
CONSTRUCTION DETAILS r/ 0
Facilities or any other agency with jurisdiction over this
STAN DA RaC-ONNE CTION CUT INTO sca/ft % project.
EXL $ J01 AA h!1 a
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,r'estored or replaced; however, other physical
features may be encountered which will require restoration or
replacement whether or not they are shown on the proposed
plan.
ft7'shal 1 "be- the reo`p6fi's"b i 1 ityj f tb""', _C, , t "t t"" � . ...... Vi -d -i
0 6 on, �rab dr� -,o,,, �Pr`ovi e —
�for erosion control throughout theduration of the project.
This shall include, but is
not....limited to, providing hay
bale -s, protective barriers drainage retention and/or settling,
areas and special surface treatments. Under no circumstance
shall the Contractor leave construction surfaces or adjacent
disturbed surfaces vunerable to erosion. Unnecessary erosion
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
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 agreement to
perform the work shown hereon.
ll.All PVC pipe shall be SDR -35 type sewer pipe conforming to
AMQT/A(2fPM n I0I4-01 , 4P ,
we-8tdnester County Department of Environmental Facilities,,
WCDEF
LEAKAIIE TEST GENERAL NOTES
1. The-t,--st period,, whercim the measurements are taken, shall
nd'r_ be les!", than two (2) hours regardless of the test
method usell.
e
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 houts 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.
4
5. Additional information available from WCDEF STANDARD
LEAKAGE TESTS FOR GRAVITY SEWERS.
I C► a
-�Vc%
%,=Lions. 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.
14.All work shall conform to the requirements of the Village of
Rye Brook, the Westchester County Department of Health and
Westchester County Department of Environmemtal Facilities.*
COUNTY DEPARTMENT OF HEAL
DIVISION OF ENVIRONMENTAL HEALTH SpVICES
WHITE PLAINS, N. Y. ...... ........
These plans are hereby approved pursuant to Part 5 of the New
York State Sanitary Code and Article 17 of the New York State En-
vironmental Conservation Law subject to provisions of the,
�,q+e See first sheet for signature.
t__11 0 P- 'Z > �, L__�) CC�4,aTI�Llc-TIONI PLAN�5
DA PF-ScrZIPTION FC�Q THE
E
7e 5
eat Mt c �F_-':TSQLEIC;H AL0114 THa . K
7�40 L -49T
XE?Arl.f;-
LJEvc_LcFmEt-jr
51TWATC-P IN
THE VILLA(3F. of ZYE 159tXZK) WR57;HT6Q CO.)
FALJL 7.rETfZE:7i
-N 4 1 N SER A LA N 0 5U 9V e --(0r._
SO o!�CULD AVE_NUe�
Haw _Y��qI4 10�22.
0
T_
T
+
—W
0
A
--------------------------------
T
I
_* + 6N
--T
t
r-
4
>
HOTE, MAIWTAil�4 r-lte
FrEFFT (4-) MN1MWM Cck/efZ
+
I C► a
-�Vc%
%,=Lions. 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.
14.All work shall conform to the requirements of the Village of
Rye Brook, the Westchester County Department of Health and
Westchester County Department of Environmemtal Facilities.*
COUNTY DEPARTMENT OF HEAL
DIVISION OF ENVIRONMENTAL HEALTH SpVICES
WHITE PLAINS, N. Y. ...... ........
These plans are hereby approved pursuant to Part 5 of the New
York State Sanitary Code and Article 17 of the New York State En-
vironmental Conservation Law subject to provisions of the,
�,q+e See first sheet for signature.
t__11 0 P- 'Z > �, L__�) CC�4,aTI�Llc-TIONI PLAN�5
DA PF-ScrZIPTION FC�Q THE
E
7e 5
eat Mt c �F_-':TSQLEIC;H AL0114 THa . K
7�40 L -49T
XE?Arl.f;-
LJEvc_LcFmEt-jr
51TWATC-P IN
THE VILLA(3F. of ZYE 159tXZK) WR57;HT6Q CO.)
FALJL 7.rETfZE:7i
-N 4 1 N SER A LA N 0 5U 9V e --(0r._
SO o!�CULD AVE_NUe�
Haw _Y��qI4 10�22.
23'
ITEM 4n3.Ij- T`frp C
w ms's' I PGQMANaNT PAV M T
I
i -T i PP. I i ewe. r
ski
.4e x s 1_ ;
'7F -MF MP PAV MENT � 7-...,. G i
Stct s
No, �xIST r cONc��, Ma�n,�c)
p F'AuEM NT THIGKN WADI A..r
a 1 � �i,O1L'.�T.♦/9LlT � � / � yc
-� G} IVC L. ':�vt*a� I -� "` Scp.r,vG J'rJ►E. — -- ! F
l
•� 1�1a.i9 IN 1 `-cam" l.1FT•�
P4 elf
or* ro
N, CU T IaAc-
IA
4 48 NT � �� I��Ql. iQr'
-
_ I 44
'� -- 4 MIN, 1 s'CIOaA.
s ..
r !! T MP0ZA CNV P AA Z�t-�T v m NIT M N
3 - .v .*rrE ; { E Lc•,�- -t _ ,� L..,r -----
/1 Crushed stone base r i
N 4
PREcAsr, MANHOLE1.iEMPa;PAVGMeN`0 IMAt IN PLAc �P�C=
T1fZSg
(;b) MONTH --b OVZ A15 PER DIR 1 Iot,4 Ir 1-llcgHw4, j CG ssrSs 2s.t P "fCGr/,
Af.H. fromes 8 Covers to be Compboll pattern 1005 or approved egt�0'l. lil.N. �UPF-Q 1 N TEN DP- i . -_-=-- �c ",,rr c� a 7.►v,.�<? a,«+,0 ,.,.,.,
cover S jo hove S vent holes 8 be marked "SEIrER " .. <.
2. The l length of pipe in 8 out of all manholes shop not be more than 6. 6.
Irk* contractor she// submit details of the••
precast Jf7mWe' to the En glinee /' LLa�? z3,& � w o :0 -
for OAVOVO/. 'Ov. T S„
4. Prevost monholes stoll hove minimum reinforcement of 0.12 sq. por lin. fit
for 148" barrel.
i CIA KAnI1.1 IK1 TAI I ATI^�l
!0Min.
r
RCS ING Or'" WLINE OVER SANITAR"Tt SEWEiR ��z������� cov��� � ������ �HEAL'�
N.T.S. DIYlSlON4P ENVIRONMENTAL }HEALTHSSERVICESW. lTE Alrls, N.Y . ......... ............
WHERE WATER <LINE PASSES BENEATH 'SEWER LINE, THE JOINTS OF THE PIPE SHALL '-
Swle� line
SE A MIN. OF- 10 FROM THE POINT OF CROSSING AND THE SANITARY SEWER SHALL _ `hese pens are hereby approved pursuant to Part 5 of the New
BE CLASS 150 PRESSURE PIPE,
York State Sanitary Code and Article 17 of the New York State En-
'`�` L
ironrnenr al Consef .lion Lax subject to provisions of the p��
SANITARY SEWER {PRESSURE PIPE} J!9�irl�iCA�LS�P�AR�ARWN / 'csuec? Ti s Brie. use £sj st sheet for signafure.
��lOf�12701ML SEPAIWION
WQteI>r" and s 6t "4r line cmSS/n l
Wot�r and sewer- lines para lel.
1�'CV I�5 (C)(t'::;)
WATER F.
No, DATE PI~ �c�i'loaa
C3 0'T I}
UNE r
W OT E. E 4: 4 ALOH4 THE eiZOOK
PIS EPl44f2 F
,
CR0SSING OF WATER SINE UNDER SAID I1ArRY SEWER
.,PAU L. S. Pr Tib EiT i
N.T. S.
Giv 1 L Ei� I ra � � L.AP•I d °�
_ 50 4OULP AV twUCFF-Pzy,
4
EXIST. WCDEF SMH
S85cL35'-4d'W
31,15'
OD
L0
ofFour �'RroGF
c\j
(o cl
w
41Jo
,y) w co
v- T
0,
Z A�
21
w
Lu
w Lli
w
c\j
0
w
ix W
c/)
c
L
z
<
_0
of
co
Q�
Jv4 `r 34.5
1540'1 N(
0—
'IQ
10.07 Lo
Tc c;
w N
31.0
A'j co
c\i (D
(D
0 Xo
L'j
(b I CC) '4- o
o CC.Lu
L0 0
C)
ofM c\j
0
U) of
EXIST. WCDEF SMH
o
01
cli co
U)
0 5670 5710"\tv
'qo
STONE MONUMENT FOUND
,� y4 `�� _
k4)o 14fl;,
Ato�lv
Q0
4,9
4
SCALE- 1"=30'
Ftir
0 PzO F) 0 -s F � NN 0'j vvA e L'a;
z
.,MAC. DRIVE.
R=4 0.17
L=- 1113..299"
D=14'-44-52"
14
R 0. 17'
L= 101.488'
D
ORIGINAL: JUNE 14,1985
GENERAL SITE PLAN
REVISIONS PROPOSED CONSTRUCTION PLAN
FOR THE
NO DATE DESCRIPTION-
WESTERLEIGH ALONG THE BROOK
1 7-18-85 MISC. FIVE LOT SUBDIVISION
PREPARED FOR
WESTERLEIGH DEVELOPMENT CORPORATION
SITUATED IN
THE VILLAGE OF RYE. BROOK, WESTCHESTER CO., N.Y.
PAUL J, PETRETTIP.E.,L.S.
CIVIL ENGINEER a LAND SURVEYOR
50 GOULD AVENUE
j DOBBS FERRY, N.Y., 10522
T
GENERAL,NOTES
1 The Contractor.shall be responsible for the preservation,
of all public and private underground and I r f a ci
au
utilities and structures,�at or adj ite of'-
acent to the sk,
construction insofar As they may be endange by, his,,
ed
operations. Thio shall hold ot
true whether n
or', are
shown on t e �oposed plan. if tbey,are shown, on,th-d,, proposed
t pr
J1, "T
s,, tfeir locations are not guarnteed even'
LP plan
4,-;fMA7 U/n P o be� information was, obtained from
0,0� h ec:,X; 5 il'if the best available sources, and
inany event, other utilities not`qshown on'these plans may - be.
Sh, �'iio 0
e ountered in the field. The --�actor�sballj,at hA-s ow'
nc
off
hA '4' Ain 4 h_* /c, 4 Cont �x n
1-7o 6/0,e I 1�1 - u 40 - expenser repair or replace any structures or util1ties-, thAt be
4- 4-
wov ofer Of,*.
damages, and shall adnatantly Proceed wit
_h
undue interrupti*ns,�to utilityservice.
7 to, -prevent
4;,
COO
2. The Contractor shall verify -the location.of ekistin'g u ti 1 it1 e s
whether underg, And &all maintain in pr r,,
0,
operating condition these utilities. If temporary
util'i t
round or overhead"
r
M es are requiredr the Contractor shall see,,,t that'
ill 011111 4, servic
'I, �Ur!np to rernain in operation 0
they are provided, and it shall be his respongibility
;.far m I n� of 5 hours otter
> to maintain such temporary facilities for the duration of'the
Z
<
:,-100�49 of concrete. project.
4T k %C7 — I - - i
_J _J
Z
mix P2,4 using broken -StVine. O/q C r, 'If �Py hoj-- W
0 3 . The Contractor shall contact all,,.of- the appropriate p�ariieb
Openings in county manhol
11 '%� -, t
e shall c6st-Wod c.4cmrrA (py A, ul tafl*49 -7
J with Jurisdictionover the-Alt-ilities entering on or nea r, the
not -be *ode unless county inspector tip jph e. t le- w 1 *4 4 pr6j*ct area prior to initiation of,construction activitle
d;rde z',o d A 9, e*oapf A�,
x
ispresent and untilt PuM-Ping 8 doplh
f-en'thing details sho� n hereon are
04A t4 d"r;'s AO -0," Onfielil Th* Contractor's attention is directed,to the State of New
comple to. -
AAd .0440ce., 7F York Department of Labor, Board of Standards and Appeals,
Industrial Code Rule 53#, "Construction, Excavati n and
4.,A county inspector must be present A 0
Demolition Operations -at or near Underground Faciliti S
during clill work at �Of in the CountY e
effective April lr�1975. The Contractor -will be required to
comply with -all applicable requirements of'Industrial CQAe
Ume shall not be used In mortar,or I I
Rule 53. Information is available at 1-800-245-2,828,
conCriett pl.qCed In or at county manhole,
6.Pipe foundicition , granular
Ai17? -*414er 1 5. The Contractor shall be respons ible for obtaining all permits
cotl0pooled for 00
fJ
required by"the Village orf kye Brookf Westchester County_
futt widtkot trench.
0 'Department of Environmental Facilities or Any other agency
000 0 49 with jurisdiction over,t-his project.
4000
51 010 _ I 1 0+00 1+00 2+00 3+00
_= g, ;� I
14 STER Ca NTY --- M ri —/jl tZg- 60
*tSTC E U
'OF
DEPARTMENT 0 PROFILE SEWER LINE "All 6 . The Contractor shall be responsible'for making all
0. C/e�qpj 6U tS10f,& S Ld 0-fgLCe
ENVjRO�W�E arrangemnets for all necessary inspections requiret� by �t
NTAL_F_ 1.5,ui. ip Z;
07 1% n 10 /C iL 401C *1 5 0'0� 4"
"CONN'ECTIO 6el Village of Rye Brookr the Westchester County Depart nt Of
N
SeWt
'Woe. rorolred Health, the Westchester County Department of Env men
ir tal
TIOW, OETAILS
-CONST-RO, V --�any other agency With jurisdiction over t -is
Fac1lititt'or
+
'roject.
7_"*N`DAAV`� 1�,QXNECTI[Ohl CUTANTO
4
#F k
for th
7., The Contractor is responsible e-replaeomen't,
e wn,
restoration of all natural.
4 and manmade featiLties whithevaho
C-ro*!Z on the proposed plan or'eficoua
tered in" 'the field., it is the
intention of the pr' sie(f'plan�_tosh onlymajors features to
OPO
be prvotectedp�ieztored or replaced; however,, other physical
�77
ion o r
------ features may ber-oncountered which will require restax,�tl
wn on the proposed
'plan.
,,xepla(!em nt whether or_pDt__�they
weiftdbeSti r County Department of Environmental Pacilitiest -are sho
"STI Q
EX I E.
LEAKA,73E TEST, GENERAL NOTES
It shall be the responsibility of-,, the _C
M ontractor to provide- 47
for,erosion control t-hro' gh t
_S r u ou
�he ration of theproject,.,
me4sureme 0
ici�t pe,r fo d wberci.n the Z
nts Are takeft—pba
I The Thlo shall nclude r but is- not 1mited to.i, providi,qg h- t,
not be lest4 than two (2) hours regardless of the, test
< balese protective barriersp drainage retention- and/or settliAg,
mothod useil.
I areas and specia c
> c I surf -a e)�rea der no, i6ircumstaice- -
tme,nts , On
0QQ8tfUCt1
2 age of any section tested by any te i�n surfaces 6r, adjacent
Tbe total 1;!zak st-method 0 shall the Contractor leave
ceed the rate of 100 gallons per mile of Pipe Z disturbed surfaces _'Vd#6fable to :4rosion. *Unnecessary erosion
shall not e, k 0!5 shall be prevented by, 'backf-i-1-1-J
gradingr
per 24 houts per inch of nominal pipe diameter. --seedtng and haying�
construction surfaces on a daily. basis.
M nholes shall- be 1.9
a- considered as sections of 48 inch
diameter pipe, five (5) feet long and the equivalent leakage- 0
INII�
allowance shall be 4.5 gallons per manhole per 24 hours. 0 9. The Contractor shall verify all field conditions and
dimensions and shall be respoDsibl:e- for' field fitting and
pe openings quantity of work. No allowances shall be made on the behalf
4. When manholes are tested separatelyr all pi
of the Contractor for any error or neglect on his part�;
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.
10.I hereby acknowledge that no borings or subsurface information
is available for the project and the Contractor shall be
5. Additional information available from WCDEF STANDARD
LEAKAGE TESTS FOR GRAVITY SEWERS. responsible for verifying all subsurface conditions and
0+00 1+00 2+00 3+00 satisfying all contractural conditions with respect to
unforseen conditions prior to entering into agreement to
perform the work shown hereon.
PROFILE SEWER LINE B
ll.All PVC pipe shall be SDR -35 type seweF 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.
4
F�7
12', All length of pipe measurements are horizontal and to the
-de face of manholes. All stations shown hereon are to the
+
c6nterline of the manholes.
7
P
LJ tz
13.House laterals will be instdlled at the locations and grades
spec
ified by the Engineer.
Z 2
_L__ AQ rn
e requirements of the Village of
--------- 14.All work shall conform to th
br X
t�� az D < Rye Brook, the Westchester County Department of Healthand
�.57 tit
> ------ .7 101
- I _*A1 - i --i I Westchester County Department -of Environmemtal-Facilities.*
W
0
W
k%o — ------ Z
0
41
J
GENERAL NOTES &PROFILES
REVISIONS
PROPOSED CONSTRUCTION PLAN
NO. I DAfE I DF.M1eT_1QN FOR THE
WESTERLEIGH ALONG THE BROOK
0+00 1+00 2+00 3+00
FIVE LOT SUBDIVISION
PROFILE DRAIN LINE PREPARED FOR
ELIQPMENr-
WESTERLEIGH DEV -�CORPORATION
SCALE: HORIZ. 111=30
SITUATEI
VERT
1 5! D'
AGE '0' -F, -RYE BROOK.*STCHESTEk C04, N.Y
THE VILL
PAUL J. PETRETT I , RE., L.S.
I,ClVtL ENGINEER LAND SURVEYOR
30 GOULD AVENUE
_J
T
ORIGIOAL: U01385 FERRY, N.Y. 105
- ----- ------ -- -------
1 I \ I maw L I N E
PC-CMANENT (PAVEMENT
`M i`BMP4 PAVEMENT
4„,I
M iN r CUT BAC•W.(fi iP, FT
48'”
t " T M OIZA ANP P MAN Ni' VEC-IC-NT m NT
/2 Crushed stone boss
PREC S MAN, HOL i. f EMFOF_AC'1' PAVEMeN ` 70 (Z MAlrbt IN PLACE I;OIZ A P°'tINIMur-j or-
t M. /i. frames 61 covers to be Com bollPattern 1005 or approvee ] fif. H.
fi N t21 C 33 r1 arm T a ® FPEEP,1 710 �+ ! ca -I A�
CompH
covers `o have 6 vent ho/es 8 be marked "SEWER ".
Z. rhe /s" length of pipe in 8 out of all menho/es shoo// not bit more than 6 =6"
5. rhe controctor $4011 submit dotoi'o of the precast menbo/e , to the &0jxw
for aprovol.
4. PrWdst manholes s1W11 have minimwm reinforcement of 0. l2 sq. por lin. foot
for 48" barrel.
# I" SLOTS -12"O.C. TO
Ut3E CA"Abost.10 %&Aa n'MA SJBBASE
FRAME • GRATE
40-- 3 CI
F1U. WITH
STORE Y
t4 MIN. — leo . 12:4 ' 24"MINAve:
MOL E CONIC.
RASE
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.j ORIGINAL -JUNE 14, 1985
SECTIONS & DETAILS
REVISIONS
PROPOSED CONSTRUCTION PLAN
DESCRIPTION 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.
PAUL J. PETRETTI , P.E., L.S.
CIVIL ENGINEER 81 LAND SURVEYOR
30 GOULD AVENUE
DOBBS FERRY, N.Y.- 10522
9
on
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14
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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. Mimimum depth of cover for water main 41-0".
3. Newly installed water mains shall be tested for leakage in
accordance with AWWA standard C600-82.
4. All new, Cleaned or repaired water mains and appurtenances
shall be disinfected in accordance with AWWA, standard C601-81
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.
6. All water main installation shall be accomplished with Class
50 DIP.
7. All valves and fittings to be ductile iron mechnical joint
( Mi ) .
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:
Mi & 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 C111, ANSI A21.11.
Gaskets, Glands, and Bolts for MJ
pipe and fittings in accordance with.
AWWA C111, ANSI A21.11
AWWA C112, ANSI A21.12
SECTIONS & DETAILS
i
REVISIONS
PROPOSED CONSTRUCTION PLAN
41-
NO DATE DESCRIPTION
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.
PAUL J. PET RETTI, P, E., L.S.
CIVIL ENGINEER a LAND SURVEYOR
ORIGINAL:JUNE 198b
30 GOULD AVENUE
DOBBS FERRY, N.Y. 10522
i