HomeMy WebLinkAboutSIte Plan 12.9.19889 z"
EX. ca
RIM 76.8
INV 74.60 (IN)
t. INV 74.20 (OUT)
- - - - - - - - - - - - - - - --- PROP] SMH I
- - - - - - - - - - - - - -
Rim &?.8
EX. SMH INV 77.61 -- - - -- - - - - - - - - - - - - - -
RIM 98.9 ELLENb,4LE PROP. DMH I EX. SMH EX. SMH
INV 88.7 RIM 7�7.8
4VENUE RIM 81.8 RIM 78.9
INV 77.07
INV 71.8 INV 70.3
C1.9
8' SANITARY SEWER
JE'. 6Cp L)F'Afl" DMH
8' WATER MAIN
EX. D&04
RIM 79. 0
-F 7 INV 70.7 RIM 77.9
ff�y 6&6
W
g&
W
3c
EX. CB
NEW CONC. WALK
W 96. 7' PROP. CS 1A (t R-5' RIM 76.7
EX. ce RIM 83.1 INV 73.0
RIM 98.7 INV 77.6�':
9
'9 INV 94.3 9.
4" ;j.APLc S 86 53'S
100.0&' %
1151
LEJ t
84.2
FG 84.2 8 PROP., Ca 1 CONTROL STRUCTURE
4
84 RIM 82� 6
INV 77.75
STCQAGF 10 13.3
I CM
12- CMP DRAIN
;0 ROOM
6 5
FF 85.7 2
4- 3
CS FROM PLAZA LEVEL
A _11' _ 1- - c
RIM 98.1
INV 83.7 ol 83
01
N!
DUMPSTER
PAD
21.2'
C8
RIM 97.6
9.3
Fc+
to
W 84
7
ca
co
04
cj
(A Q
N/F MAX E
ca 84 GEPAQDO
PROP. SMH 2 PAM112FZ
19.0
RIM 84.6
INV 80.6
9 22
19.4'
0
ap,
0 2 go
S 83 '53,53" E 100,001 2 1
10
0
r
z HP +
85.2 85
CAST
PRE-
STROAGE
28.1'
CHAMBER
-4
C11
!0
2
_j
9.3'
LEAD � PROP. C8 2
Ut C)1? RIM 85.5
21.2'
INV 77.59
86
to
MECk
PIOOM 1 3 1 6 1 8 1 9 20
f 4 1 5 1 7
0
0
LU
WAU
{SSE FDN. PLANS
FOR DE ARS)
Ex. B
PIPE
0.92X
WE
LOCATION MAP
I "_ 1000,
LAMM
EXISTING
PROPOSED
88
14-
Is]
�
CA TCM BASIN
e
Q
DRAIN MANHOLE
0
4D
SAN. SEWER MANHOLE
1W
HYDRANT
F4
DRAIN INLET
0
0
WA TER VA L VE
%=O
HEADWALL
DRY WELL
0
STREET LIGHT
0
MONUMENT
�
WELL
C __7
S. 0. A.
-"4-
CONTOUR LINE
N/F DOMANIC
BALOGNA
T
77
41
Ex. B
PIPE
0.92X
WE
LOCATION MAP
I "_ 1000,
LAMM
EXISTING
PROPOSED
Is]
�
CA TCM BASIN
e
Q
DRAIN MANHOLE
0
4D
SAN. SEWER MANHOLE
1W
HYDRANT
F4
DRAIN INLET
0
0
WA TER VA L VE
%=O
HEADWALL
DRY WELL
0
STREET LIGHT
0
MONUMENT
�
WELL
C __7
S. 0. A.
-"4-
CONTOUR LINE
AVE
A 1 -'0 '
RALPH GEOR(13E MASTROMONf_'_N\_� P. E,
Consulting Engineers
13 Dove Court, Croton -on -Hudson, New York 10520
(914) 271 4.7621 4763
c''
SITE ,41N N I
PL
GRADING AND UTILITIES
PA, D,QNG LEVEL
OFFICES AT QYE BQ1OO<
VILLAGE OF QYE SPOOK
VVr=STCI4ESTf=-I2 CO. , NY
DECEMBER 9, 1988 SCALES I 10'
SPEET I OF SPEETS
I
I k
CASTING AND COVER SHALL BE EQUAL TO PATTERN #1204
AS MANUFACTURED BY CAMPBELL FOUNDRY CO. HARRISON, N.J.
TOP OF CASTING = FINISHED GRADE
2 COURSES OF BRICK -, j k
CAST IRON STEPS ---,
EQUAL TO CAMPBELL
PATTERN #2588-1
2'-11
3'-0" DIA, S.W.D.
A
12"
6"
PRECAST CONCRETE RISER 5"
SECTION AS NEEDED
4'-0- MIN. DIA.
-6" MIN.
SLOPE 1/4"/FT.
PIPE
18" TO 48"
PRECAST CONCRETE BASE L
RISER SECTION AS NEEDED 7-
8"6'C�PACTED SAND OR #2 CRUSHED STONE,'
W >1 e,\ 'r
6'-0" DIA.
SAN. /DRAIN MANI-AOLE
N.T. S .
MATCH EXISTING ROAD WIDTH -1
-I
CONC. CURS (3,000 psi) GRADE
6" BASE (ITEM 304.02)---J
PARTIAL. COAD SECTION
N . T . S .
PIPE
CLAMPS
RODS
SOL TS
STEEL WASHERS
6-
1/2" x 2'
.514"
$16"
1,12" x J"
8*
2 112*
j 4
-5 8
4�'
72
is
a j F= .
_112
_;
�
7e
:3
12
518- x 3-
1"
718-
112-x 3 -1/2 -
VALVES AS PER 'CLOW' OR EQUAL
OPEN RIGHT RESILIENT SEAT
, VALVE BOX
CURB
4'-6" MIN COVER
TYPICAL VALVE I" TYPE K COPPER PIPE FOR SERVICES
INSTALLATION CORP. STOP FOR TESTING tZAS PER NY AMER. WATER CO.
'--CORP. STOP FOR SERVICES
;
WATER MAIN
��EIOLTS AND CLAMPS NOTE: ALL CONNECTIONS FROM MAIN
TO CURB BOX TO BE MADE
BY N.Y. AMERICAN WATER CO.
\DUCTILE IRON PIPE CL 50
WATER CONNECTIONS SECTION
N. T. S.
0
FRAME AND GRATE CAMPBELL #2541
NE: USE CAST
--11 11 � STEOTPS FOR DEPTHIRON
— 2 COURSES GREATER THAN 4' -
CONC. BRICK (CAMPBELL NO. 2580
OR EQUIV)
6" PRECAST CONC. 6"
OR CONC. BLOCK
41-00. AS SPECIFIED2'- 6
qr
Uj
0
i
6
PLAN
DETAIL OF TEE
2.. THRUST BLOCK
N.T.S.
12 SUMP CLASS I
CONC. BASE
jo
-.6 CRUSHED. STONE. ........-" 6" CRUSHED STONE 1
—UNDISTURBED MATERIAi,�-�'
�t:PNDISTURBED MATERIAL
FRONT VIEW SIDE VIEW
DETAIL OF CATC1--4 BASIN
N.T.S.
-D
OR AS ORDERED OR AS SPECIFIED AS ORDERED
m
SLOPE 114"
SLOPE 114" PER FT. SLOPE lZ4"PER FT PER FT.
VVI, 0
f
J
PAVEMENT,'
BASE COURSE SHALL CONSIST 4
OF COMPACTED 314- CRUSHED STONE
TRANSVERSE EXPANSION JOINT 20'-0" OR AS DIRECTED
SET 114" BELOW SURFACE OF WALK
CONCRETE SIDEWALK
N.T.S.
4'-0" 12" DIA.
INLET/OUTLET TO
STORAGE CHAMBER
CATCH BASIN
COVER
6" PRECAST CONCRETE
15" RCP TO DRAIN
CONNECT TO INV.
PLAN
FRAME AND GRATE CAMPBELL #2541
RIM 82.6
TOP 81. 75
3'-0'
100 YEAR ELEV. 87.16
EMERGENCY SPILLWAY
EL. 80.00
WEIR n 6" PRECAST CONCRETE
fir i
0'- 6
77.25 INVERT 15" RCP
77.25 INVERT 3.5" ORIFICE
6 CR. STONE'.
SECTION
CONTP20L STRUCTURE
N. T. S.
END VIEW
PIPE SIZEA 8
6PI-8.
A
16"
70"-12"
1 a
g60"
24-
W-16"
4
32-
.
18"-20"
2
40"
A("
72
—48-
END VIEW
PIPE SIZEA 8
6PI-8.
14"
16"
70"-12"
1 a
g60"
24-
W-16"
4
32-
.
18"-20"
2
40"
24'
72
—48-
SECTION
STOQMVVATEQ STORAGE
CI--IAMBE12
N.T.S.
PLAN
DETAIL OF 4 5
TI--IQUST BLOCK
N. T. S.
I" RADIUS
6" OR
MA TCM EX. C
END VIEW
PIPE SIZE Aa
6.-S"
6"
76"
10--1,2"
70-
24-
14"- 16"
16"
32"
18"--90"-
1 "
36"
24"
24"
42"-
181,
314" PREMOLDE
EXP, JOINT TO BE
USED WICONC.CLASS 'A'
PA VEMEN T ONLY. CONCRETE
CONCRETE CUQB
N.T.S.
#3 a a- 0C
EA. WA Y
CONCRETE RETAINING WALL
N. T. S.
SIDEWALK
EDGE OF WALK OR 0
SCORED JOINT
esti �
tY
'-4 DEPRESSED CURB
l- 6"
OR AS DIR. DRIVEWAY MOTH AS DIR.
PLAN
TOP OF
RADIUS
JOINT
PA VF -MEN T 'PAVEMENT
DERQ>ESSED CUPB
1" RADIUS
8:8
1/4/FT. FROM TOP OF CURB TO P.L.
SIDEWALK
#3 BARS 12- O.C. BOTH
WAYS TOP ONLY
WITH 2" COVER
MOTH VARIES VARIES
SLOPE 7/4-/F7 3'-0" MIN.
CLASS *A- CONCRETE
PAVEMENT
TYPICAL SECTION CURB
REINFORCED CONCRETE DQIVEVVAY
N.T.S.
RALPH GEORGE MASTROMONRCO, P.E.
Consulting Engineers
13 Dove Court, Croton -on -Hudson, New York 10520
(914) 271-4762 4763
T 'A'
SITE PL 4,N
STANDARD DETAILS
OFFICES AT RYE BROOK
VILLAGE OF RYE BQOOK
VVESTC14ESTEW CO. , NY
DECEMBEW 9, 1988 SCALE: AS SI-40VVN
S1-4EET S OF SNEETS