HomeMy WebLinkAbout2515This application is hereby approved subject to County Environmental Facilities Sewer Ordinance No. I and amendments thereto. Your attention
is called especially to the following conditions:
I. THAT this approval shall be revocable at any time or subject to modification or change when in the judgement of the County of
Westchester such revocation, modification or change shall become necessary.
II. THAT only sanitary sewage and no ground water, storm water or water from streets, roofs, foundations, cellars, cellar sump pumps
or water from any other source shall be discharged into the County trunk sewer through this connection.
III. THAT industrial wastes will be discharged only with full knowledge and specific approval in writing by the Westchester County
Department of Environmental Facilities in accordance with County Environmental Facilities Sewer Ordinance No. 1 and amendments thereto.
IV. THAT the applicant or successors, or assigns shall assume all responsibility for the maintenance and operation of the connecting
sewer and shall save the County harmless from any damages arising from its maintenance and operation, or from any damages arising from
the operation and maintenance of the County sewer to which the connection has been made.
V. THAT this approval may be suspended or terminated at any time. Failure to comply with any of the above conditions shall be suf-
ficient cause for such suspension or termination. The County reserves to itself full liberty of action to reduce or close the connection,
charge for excess provisions or to take or require other measures until the possibility of recurrence of such failure to comely is remedied
to its satisfaction.
NOTE: This is not a permit to construct the sewer connection. A permit to construct the connection will be issued only after fulfilling
the conditions of the "Requirements for Permit to Construct a Connection to the Westchester County Trunk Sewer System."
SMH
Na I
STA.
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P-59
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251.
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(STA. 166+82.72)
EXISTING WC.S.M.H.
STA.
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259.5*
INV.
251.48(IN-PROP)
INV.
250,55(EXIST)
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SCALE. I"= 5d
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STA. 1+20
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PROFILE
SCALES: HORIZ.
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RO
0-370
OF UMEV41
COUNTY SEWER LOCATION DATA
SEWER DISTRICT --------
SECTION OF SEWER__
MANHOLESTATION
AREA TRIBUTARY -------.--
POPULATION PRESENT .-- FUTURE -
MUNICIPAL LOCATION DATA
TAX MAP LOCATION LOTS—
BLOCK---SECTIONADDRESS OF- PROPr:RTY--.---
SUBDIVISO N
DEVELOPER--------------
ADDRE5S------ .
DESIGNER
LICENSE NO-------------------'
ADDRESS
DATE
----------
SIGNED
TITLE
APPLICANT
ADDRESS_._
DA
SIGNED -.-._-
TITLE
MUNICIPALITY-
ADDRESS -
DATE
SIGNED- -
TITLE
WESTCHESTER COUNTY
DEPARTMENT OF
ENVIRONMENTAL FACILITIES
CHECKED
SIGNED —
COMMISSIONER OF ENVIRONMENTAL FACILITIES
CONN. COMPLETED___.___ _—_—
CONTRACTOR
FOREMAN
COUNTY INSPECTOR
STSEEpF DETAIL. 'A� T OF NONII IC
EXIST PAVE.
WIDTH 27.'
•./
\ w
-44w�- \ \�� KIN /I ® $�\ 3"'p 250' TAPER /
G STREE ` �' 330 STORAGE 30,
T =--- —
i 250 to - �' 1� ROUTE 120A i
- -
ro
Z O-
0
T— 190 y8"CM P @ 0.95
i
8"
I,. R
PAVEMENT
co SEE DETAIL
J
_OD
CONC. CURB
71
9"
CURB DETAIL IN
N.YS.RO.
N.T.S.
USE CAMPBELL# 2541 ,
FRAME a GRATE
27,1
48"
"
IB"MIN
g" I, 2 - 4 CONCRETE BASE
NOTE: I. IF, MASONRY UNITS ARE USED WALLS SHALL BE OF 6" BLOCK OR BRICK.
2,VdAU.S TO BE PARGED WITH 1/2"CEMENT PLASTER' INSIDE r OUT.
S. ALL PIPES TO BE CUT FLUSH WITH INSIDE OF WALLS.
CATCH-" I I L
N.T. S.
PROP. C B �� _500
RIM 315.5=i: 1 / 3j "'' Lo (A
INV.312.00,. o 0 0
U �
L4 PROP 12" 0 DIP W M.
o w
Q' PROP C• NOT PART OF THIS
c� f RIM 314 .5-� PROP END SECTION
N /
f INV. 3�11. 0 INV. 309.20 PERMIT APPLICATION.
to
@) f
J
- 2g8
�- ---__, 296-_ _
EXIST. PAVE. WIDTH
N1
IL)
ega
EXISTING E.O. R. TO REMAIN
KING STREET
j ROUTE 120 A
0
PLAN0 = LEFT TURN LANE.
SCALE: 1"=50' EXIST.. E.O.R.
to
PROP CONC, CURB
y IINS
PROP. CONC. CURB.
LIMIT OF PROP _
CONC. CURB. 34 R 34 R
'N LIMIT OF PROP.
(10 PAST P.C.)ro > ro CONC. CURB
(10 PAST P.C.)
o -
ir
CL
2 2' -6" 33'-0" 22'- 6''
NOTE:
ALL .NEW PAVEMENT
MARKINGS SHALL BE
THERMO-PLASTIC AS ASPHALTIC CURB
PER N.Y.S. D.OT. SPEC.
I
{
SCALE: 1" = 20' LEGEND,,
PROP CONC. CURB. _
- 316--.EXIST. CONTOUR
SEE DETAIL
—,— PROP. CONTOUR
I" TOP COURSE N.YS.DO.T # 403.17, TYPE 6F. 5 --Z PROP. WATER MAIN
1-1/2" BINDER N.Y.S.D.O.T. #-403.13, TYPE 3. PROP STORM DRAIN
2 4' LIFTS,BASE COURSE NY.S.D.O.T # 403.11,TYPE I .
% I DRIVREWAY ss
idl
EXIST. PAVE.
�
for
SLOPE SAME ASN.Y.O.
EXIST. PAVEMENT
ROYAL EXFtm:m0u'mwlmlV0EI PARK
PAVEMENT DETAIL IN N.YS.ROW
_
N.T.S. �oeRpFESS10/ygl TOWN OF RYE NEW YORK"
Fy
f. F
STAMFORD,CONNECTlCUT
1709 New York AvenueN.W.
9TF y0
OF WEW
Washington
ORIG.: APRIL 8, 1981
0
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1
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,
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s SMH No. 10 SMH No. I 1 i -..- CB, A- 12
5
\ SEE T IATIO ETAILI, RIM 315.5t
STA. 15+ 43 STA. ISt
RIM 304.8 t �} RIM 3.17. t --SHEET N 11 / 1
` R . INV. 3 12.00 NOTES
I�V29$:85 INV. 301.13 , ' �
-
S H ET No. 2
1 :" 1. EXISTING NATIVE STONE WALLS THAT ARE DISTURBED
M TCH , INE - '
BY THIS CONSTRUCTION ARE TO DE REMOVED AND
CONTRA LIMITS �! 4 LF-18 cB a- I i STOCKPILED ON SITE, FOR FUTURE REUSE.
- 0
/O =� RIM 314.5
INV. 311.00 2. CONNECT FOOTING DRAINS TO DRAINAGE SYSTEM
RIM*2. .300: - � `Qv LI- - 8
_149
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SILTATION BASIN
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- T .5440
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'z "
11.25°
-
APPROXIMATE LIMIT OF OFFSITE WATER _
TER MA1M --- �� _ — -�'� MAIN TO BE CONSTRUCTED BY OTHERS_
1NA 10N 13 �, 1
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313.5 - SI
o.79
OPOS
\� A onn; 1 EADE 10.8%
,300--
LEGEND
PROPOSED SANITARY SEWER & MANHOLES
y—w---"PROPOSED WATER MAINS & WATER VALVES.
PROPOSED FIRE HYDRANT
�=4w=�PROPOSED STORM DRAIN aCATCH BASIN
IF,
SMR No.7
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MAIN. SEE T R AT[ N C)
STAGE�—1 CONTR LIMITS DETAIL SHE T N 11 13
�, I V i I - —, A \<1
rr 6)
440 L F - 12 P WATER MAIN
SEE TERMINATION IN
� / `DETAIL SHEITi,,No.11/15
25 LF- -&asDIP WATER MAI UP•
SEE TERMINGN--T No- I 1/ 13
\\ L
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C A- 12
MATCH LINE
SHEET ------- -
N\.o. I
H No. C A- I. I
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S M No.
SMH N-o, .11 _
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ATE
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SCALE: 1% 50'
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0
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to
30
LEGEND
PROPOSED
SANITARY MANHOLES
PROPOSED
STORM CATCH BASINS
314
PROPOSED
GRADING
314—
EXISTING
GRADE
PROPOSED
WATER STORAGE TANK
PROPOSED
FIRE HYDRANT
W."EME
_-330
0
'A
10
4
N
STAKED BALED -HAY BER
,ALONG --ENTIRE BOUND-
ARY WHERE PROPOSED
7G�S ARE`-, HIGHER
THAN EXSTING GRADE!
/A-
(3
Floff"LAN
SCALE; V'= 50'
E.
U
0
1.4
319
316
11
312
312, Zvi,
Od
ry)
NOTE:
On the Blind Brook crossing, the Contractor shall be guided by
the methods for erosion control and preventing siltation as pro-
mulgated in the "Westchester County Department of Public Works
Best Ma,,nagement Practices Manual for Construction Related Activities;:
Standards -and Specifications, November 1979."
i
Ir k
Dy Lne tngineer.
�0I �Y�i'I ITI\/� DA RIBC I LONDON & LmEr�.DS/LARGO'......'CO'NSECO/DMJM I I SITE GRADING &
EROSION
s
N Y
RDRAWN BY: ' •
CHECKED BY: 3/16/81 4070
VIM
r
.2781 MISC.
22.81 NOTE ADDED
14.81 ADDED BASIN No 2
6.81 MISC.
-31-81 DET. BASIN
_,ATE DESCRIPTION
REVISIONS
SHEETNUMBER:-
required I'T Ed a of U disturbed Ground 250c PSI "Ml�tnConcrete48o trench o. ;.2500 PSI Concrete
6 �,,,_lt'�tt. � 6tt � �n'•Ld �� �"v., : • K �o�Tcm�%• ►' •e.'
" 48n Steps -�-"BL
' \( +
6 0 fo 8" o U
�..�- 6" CRUSHED See detail o' PLAN No concrete shall be poured SECTION
STONE against'ioints. Joints shall be
6 " 6 " wrapped thickly with burlap.
e
Setai'see 0 0. ;4UST BLOCK AT TEE
THRUST
_-- 6" CRUSHED '
=0) WOW
_"'-_6"
Y
STONE h f
ry
0
T 6° Crushed Stone
12tt 12�
Double wall -
thickness over 9'-Ot� NOTES
UNDER 9 -0
1. M.H. frames a covers to be yCampbell pattern # 1005 or
a I. Manholes shall be made of 8" brick, 6" solid concrete M.H. blocks, - approveq, equal. t4H covers to have 6 vent holes a be
0 2. M.H. frames a covers to be Campbell pattern 1005 for 23" opening a �� marked SEWER. Drain M.H. covers require no markings or vents.
4t1 /ft 1013 for 36" opening, or approved equal. M.H. covers to be marked SEWER 2. The first lenth of P4pe,in andout of all manholes shall
N and to have six 3/4 Dia.'Vent holes. not be more than 6-6.
`r Exterior a interior of all manholes shall have a 1/2" cement plaster finish. 3. The Contractor shall'S�li bmit details of the precast man -
I 6 Bar
3. The exterior shall also be covered with an approved asphalt waterproofing.hole to the Engineer for approval.
PP p 4.' Precast manholes shall have minimum reinforcement of
4. The first length of pipe, in a out of all manholes shall not be longer than 6 -6 .
0.12 sq. per lin foot for 48" barrel.
° 5. Concrete base slabs shall be 1:2 4 Mix.
5. See Sheet 12/13 For Precast M.H's over 9'-0"
DEEP M.H.
�6' CRUSHED STONE
10
Water line Deflect pipe as per manufacturers
recommendations
18" --
Sewer or drain
line
10' Min id Min
NOTE
For any conditions other than these the procedure
Sewer pipe as required outlined in part 15 of State Health bulletin #42 must
be followed.
• f
CROSSING OF WATER LINE aVER SANITARY SEWER
Xfoot
Minimum length 5' NTS
33� � tobe Where water line asses beneath sewer line or storm drainthe joints of
9/1 ery the pipe shall be a min of IO'from the point of crossing and the sanitary sewer
Inside of shall be class 150 pressure pipe a the storm drain shall be lock -joint pressure
Manhole ''�' io° pipe.
Q,
CROSS SECTION � ^� �1\� ��° SANITARY SEWER (DIP CL.150) or STORM DRAIN (RCPP)
b. Concrete y
c encasement a`
6"min all J� 18
around.
C�. O Water line
h 410' Min 10' Min
MANHOLE STEP DETAIL
ALUMINUM ALLOY MATERIAL
Steps shall be laced approximately 12" on center `;• " v 8 Concrete base
P P PP Y 1:2:4Mix
for the full depth pf the manhole, except no steps
will be required in Shallow M.H. 00%SSING OF WATER LINE UNDER SAN. SEWER OR STORM D,BAIR
N . T. S.
DROP M.H. CONNECTION
All pipe fittings and bends to be cost iron drainage class
150 bell Si spigot or A.C.P class 2400.
car = � —�
1(I 10 Min
_ _ _ �, Proposed D.I.P. Sanitary L/ Water line
- -0� ' �. - -. ®_V.' I _ a -•1 _ O I Water line
' Edge of II
Concrete encasement 12t' O.D. 1211 18'Min I�' Min Trench
r:
Rip -rap '
a^tream bed and bank�9�
6 ,.
Sewer line Sewer line Thrust
/i i
BlockCRUSHED STONE OR BANK RUN GRAVEL
PQ
PLAN soil
of crushe stone foundation shall extend to undisturbed
soil suitable for proper bearing. HORIZONTAL SEPARATION
Rip - Rap, Stones to
e 100#- 150#• Water and sewer lines parallel Water and sewer line crossing.
If this condition cannot be complied with, see
Stream bed detail description a drawing.
8"F-ff
ft
c�
C. 1. PIPE
e A
0
2-0
11
CONCRETE ANCHOR
Concrete to width of trench
I
No concrete shall be.
oureciaquInST J oInTS.
N
THRUST BLOCK AT BENDS
See note below
Clamp rods
12
3/4" Dia. Round rods
11BIt
o,
tA" 2500 PSI Concrete
�1
Ede of trench e SECTION
THRUST BLOCK AT VERTICAL BENDS
Tensile Thrust
NOTE Star bolts, 3/4" threaded rods, split collars, etc. are to be used
in conjunction with thrush blocks as directed by Engineer.
FITTING
C.Y.
A
B
C
450 BEND
1 /2
3'- 6"
3' 0"
22 1/20 BEND
1/4
2'-6t'
II 1/40 BEND
1/5
2t-O"
TEE
3/4
4-0t1
3�4'
2t-Ot'
PLUG
5/8
4-Ot'
3=-9"
2�
FITTING
C.Y
A
B
C
450 BEND
I
22 1/20 BEND
1/2
4-0't
3'-O"
2'-0"
II 1/40 BEND
1/3
3' 0"
2t-3t'
2'--O"
TEE
11/3
5'-8't-Ott
1
2'-01
PLUG
II/4
5t-8tt
5t-Ot'
2t-0't
Hydrants shall be standard
as presently used
Valve Box
Break away collar
Bolts 2" above ground
Break away coualina
shall be protected and free from
any obstruction as directed by
1 6° Valve Engin' er.
3 Crushed stone
TEE Collar Collars
DIP Concrete thrust block
as required—
Tie Rods
# 3 Crushed stone W min)
d' Thick Concrete
Strop valve to tee a hydrant to valve with cotlars
a tie rods
"
�� Hydrant to be a Mueller Improved Hydrant Model, as manufactured by the
—
Mueller Co., 2501 Chestnut St., Chattanooga Tenn.. The hydrants are to conform
O.D.
,: if®
to the Village of Portchester steamer thread as follows,..
'
INSIDE DIA. - 41/2"
r/ Water Main Pipe OUTSIDE DIA.- 5.162
12"
12tt 1
iri
I
THREAD/ INCH - 4
•
�•
' o
,.
4" Super Bell Tite Push-
P Water Main Gate Valve
;. SECTION
S E N
(/�
A_rl
• •
p- • d .
On Restrained Solid Plug PITCH DIA.- 5.000
��tf
^`�
�'.
"
& VT',V
...
%t�/1tu i�nr nArn�.inn �
FOR 5' MINIMUM WIDTH SURROUNDING
THE OUTER STRUCTURE a THE END
SECTION ON ALL SIDES, PROVIDE
150:1Z TO 200 4* STONE CHINKED WITH
N.Y.S. SIZE +k 5 STONE, STONE TO BE
PLACED TO MINIMUM OF 12'1 THICKNESS
AND UNDERLAID BY FILTER FABRIC.
!11
COMPACTED EMBANKMENT FILL
PROVIDE RI-P RAP ALONG ENTIRE
I
OUTLET STRUCTURE
RIP RAP DETAIL
N.T. S.
# 5 REBARS - 12" C.C.(TYP)
REBAR NOT TO BE CLOSER
*ru A 1111 12 1' ror%
m EDGE Or
RIP RAP TO BE UNDERLAID
BY FILTER FABRIC
L21- 0" 21-011
36 11 0 611
RCPP
coLLAR
EMBECO NON -SHRINK
GROUT ALL AROUND RCPP.
�6
ANTI -SEEPAGE COLLAR DETAIL
FORMED AND POURED AROUND 36" RCP
N.T. S.
8.2' CUT OFF TRENCH TO BE CONSTRUCTED
OF SAME MATERIAL AS THE
EMBANKMENT
(3) ANTI -SEEPAGE COLLARS (SEE DETAIL)
APPROX. EXISTING GRADE
OUTLET STRUCTURE (SEE DETAIL THIS SHEET)
4
E
11
rL
5 0
11
ASPHALTIC SWALE
N.Y S.DO.T NO. 403.17
TYPE 6F
I Irrs I CRUSHED STONE
chin N.Y.S. SIZE #2
8" DIA. PERFORATED CMP d = 12" BETWEEN THE TWO TEMP
WHERE SHOWN ON SHEET 6/13 SILTATION BASINS.
d=3" IN DETENTION BASIN.
36" RCPP
# 7 REINFORCING
1211 CENTER to CEI
PAVED SWALE-
SEE DETAIL -
EMBANKMENT ADJACENT TO
BLIND BROOK N.T. S.
4.0 10 EMERGENCY OVERFLOW ELEV. 258.5'
(SEE NOTE FOR STONE SIZE)
DRAINAGE BLANKET TO BE N.Y.S. ELEV. 252.0' WEIR BASE
SIZE NO.1-STONE)18" THICK TO
RUN ENTIRE LENGTH OF TOP OF EMBANKMENT ELEV. 260'
EMBANKMENT WITH THE FILTER
FABRIC COMPLETELY SURROUNDING PROPOSED FUTURE GRADE
I _`1 APPROX. HIGH WATER ELEV. 258.24 000YR RETURN FREQUENCY)
THE DRAINAGE BLANKET PROVIDE RIP -RAP ALONG 3
ENTIRE EMBANKMENT. SEE
1 1
SHAPE AND FORM RIP RAP AROUND .0 RIP RAP (SEE DETAIL) NOTE FOR STONE SIZE.
6' RCPP END SECTION. 3
0 3
m 0 L APPROX. EXIST. GROUND
1.13,
OVERFLOW GRATE ELEVATION 258.5
WEIR BASE ELEVATION: 252.0'
41= 5 REBARS 12' 1 O.C. E.W. (TYP)
CENTERED IN WALLS AND BOTTOM SLAB.
L 361
_' RCPP- INV. ELEVATION:' 250.8
=T IL
co 6 is 1 0 0
8" PERFC _MP UNDERDRAIN
CM
_J
00 I, 'o.' �o . 0
0 0 O.L100.m. 'o. CRUSHED STONE, N.YS. No. 2
A-1, 0
too o
EL I V.
OUTLET CONTROL CHAMBER
N.T.S.
SLOPE DRAIN TO BE COMPLETELY
ENCASED WITH FILTER FABRIC.
3'-0"-
T_ 6
11
0"
8 PERFORATED CMP
N.Y.S.D.O.T. STONE SIZE #5
TYPICAL DETAIL
SLOPE ME DRAIN
IN DETENTION BASIN
TO BE INSTALLED AROUND ENTIRE PERIMETER
OF DETENTION BASIN.
N.T S.
/—SEE DETAIL THIS SHEET
FOR EMBANKMENT.
:111 11111 Gill r__
IN PLACES WHERE THE ION 3
BOTTOM OF BASIN ELEV. 252.0' EMBANKMENT ADJACENT TO BLIND
BROOK ENCROACHES THE STREAM I
z if BANK OR THE PROPERTY LINE, A
'�_5 VERTICAL STONE WALL SHALL BE
------------ 6
U) _6 1 000 . . I I _4 — — PLACED FROM EXISTING GROUND
x //0- -727 UP TO THE PROPOSED EMBANKMENT
w �N 71 C�j 8"PERF CMP UNDER DRAIN
'I L STONES TO BE BETWEEN 500#
600#; ESTIMATED 60LF NEEDED.
36'R.CPP END SECTION 0 —FI RST COURSE TO BE
31 L. F. - 3 6'1 RC.PP AT 2.00 % N EXISTING TOP SOIL a SURFACE SOIL TO BE HORIZ. 1 11 =5 PLACED BELOW GRADE.
C5 REMOVED TO A MINIMUM DEPTH OF 12 SCALE:
VERT. 111 5 1 ROUGH DIMENSIONS
(TYPICAL THROUGHOUT EMBANKMENT AREA) (18" W x 23" L x 15" H)
SECTION A -A
NTS.
4 15.19-811 WEIR CHANGES
3 4.27-81 MISC. CHANGES
2 4-16-81 TITLE BLOCK
1 4-10-81 EMBANKMENT.
No. DATE DESCRIPTION
REVISIONS
IFESSIR04,
7, N SHEET NUMBER
V RE) E T E NOTIO'kik 2: BA"Im"
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