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? SWT 6 LANDS TO BE DEDICATED
101 29 32
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69 TO THE VILLAGE OF RYE BROOK
4*
103 4W 68 APPROXIMATELY 20.7 AC. It
2
/641--1 UPLANDS 18.5 AC.
104 ff3
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POOL
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4 1 126 'E LOOP,_"4 OF RUtsIWAY PROTE
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108 39
le 127
GENEM NO= 261 116 40
188 1140
18V7
1. THE VILLAGE ENGINEER IS AUTHORIZED TO MAKE' ANY CHANGES WHATSOEVER TO
IMPROVEMENTS SHOWN ON OR NOT SHOWN ON CONTRACT DRAWINGS TO 164 166 /�14
MEET FIELD CONDITIONS. 115 1w, 139 , r
IL A -,�j
2� THE UTILITY MAINS, DUCTS, POLES AND SERVICES IN THE 110
CONSTRUCTION AREA. WHERE SHOWN ON -THr CONTRACT DRAWINGS ARE 58 A--2
AT THE APPROXIMATE LOCATIONS FURNISHED BY THE VARIOUS
QTILITIES CONCERNED, WHENEVER EXtS'TING IMPROVEMENT It
168 L
INFORMATION IS EITHER INF>i(1ATED ON THE DRAWINGS OR SUPPLIED LOJ ;
I'D TI -4C CONTRACrOR AT A LATER DATE., IT IS UNDERSTOOD THAT SUCH 143 1
INFORMATION IS FURNISHED IN GOOD FAITH FOR THE CONTRACTOR'S 169 57
CONVENIENCF� THE CONTRACTOR MUST INTERPRET THIS INFORMATION
ACCORDING FO HIS OWN JUDGEMENT, AND MUST MAKE HIS OWN
0(,,'TFRMINATIONS REGARDING THE LOCATION OF ALL IMPROVEMENTS. NO
198
CL,AIM WILL, 0C ALLOWED BECAUSE OF INCORRECT, INCOMPLETE OR 70
OMITTEO EXISTINC. IMPROVEMENTS INFORMATION,
20
'A, Aij, WORK, MATIERtALS, SPECIFICATIONS, REGULATIONS, RULES, 171
PERMITS. ETC_ OF ALL STATE, COUNTY AND LOCAL GOVERNMENTS,
UTILITY AGENCIES SHALL BE FOLLOWED BY THE
AND ALL, 131
CONTRACTOR
THE C-C)NITRACTOR'S ATTENTION IS DIRECTED TO THE: STATE OF NEW 160\
YORK V0
DEPARTMENT OF LABOR, BOARD OF STANDARDS AND APPEALS 147 SWT 5 51
INDUSTRIAL CODE ROLE 53 — -CONSTRUCTION, EXCAVATION AND
OF-MOLITtON OPERATIONS AT OR NEAR UNDERGROUND FACILITIES*', lit
EFFECTIVE APRIL 1. lt�75� THE CONTRACTOR WILL BE� REOUIRED TO
COMPLY WITH ALL APPLICABLE. REQUIREMENTS OF INDUSTRIAL CODE 2m ^/loll A -Z
RULE 53�
T�E CONTRACTOR SHALL PROVIDE ALL BARRICADES, SIGNS, LIGHTS,
V C,. FOR MAIN�ENANCE AND PROTECTION OF TRAFFIC FOR THE 4, 49
DURATION OF THIS CONTRACT, ALL IN ACCORDANCE WITH THE LATEST J5
NYSDOT MANUAL OF TRAFFIC CONTROL DEVICES. 152 21
Aw
THE CONTRACTOR SHALL COMPLY W17H ALL RULES, REGULATIONS AND
DIRECTIVES OF THE LOCAL POLICE DEPARTMENT. LID Z?4 Wet and
C-8
'7- THE CONTRACTOR SHALL RESTORE At L DISTURBED EXISTING FEATURES
rO A CONDITION EQUAL TO OR BETTER THAN EXISTED BEFORE CONSTRUCTION. SWT 5-1 14—
I ! 157 215
TOR SHALL COMPLY WITH THE LATEST OSHA CONFINED SPACE ENTRY
8- �HE CONTRAC' 214 d
REQUIREMENTS (29 CFR PART 1910).' t I
221 'x_
9. THF_ CONTRACTOR SHALL COMPLY WITH THE LATEST REVISED OSHA SHEETING 210 211 213
REQUIREMENTS (29 CFR PART 1926."C. 651, 652 SENIOR 2W 2M
LIVING Ok
10, IN ORDER TO FACILITATE ANY MAINTENANCE THAT MAY BE REQUIRED, EXCEPT 189
AS SHOWN ON THE PLANS. NO STRUCTURES, TREES, WALLS, OR PAVED SURFACES 4m
o�IHER THAN DRIVEWAYS SHALL BE PLACED WITHIN EASEMENTS OR WITHIN 7 1/2
20 r —2M-1
FEET OF THE PIPE CENTLRLINE. [ 2 E27 190
2D7 L__j km �f/
11� PLANS FOR BUILDING PERMIT APPLICATIONS SHALL PROVIDE FOR PROPER Ftojkq PARCEL "B"
DISPOSAL OF FOOTING DRAINS, ROOF LEADERS AND SURFACE DRAINAGE.
12. ANY EXISTING SEWER MAINS TO REMAIN IN USE ARE TO BE TESTED FOR LEAKAGE PPROXIMATELY 8.3 AC.
A
DURING THE CONSTRUCTION PHASE OF THE PROJECT. AND REPAIRED OR REPLACED ;110
AS NEtESSARY. & 00
UPLANDS 3.3AC.
249 2 ACCESS PARCEL FROM LINCOLN AVE.
241 mi .1
X 238 AV f
1E El E!] El 2M
If
C*Urr A SAM IrAt 0111111))ML AMM11D
M2
193
DOW WAE TO N
101as m Boma AM
46
SVr 4-1 198
4
------ ---- ---------
It
7W
.............
'_(1 ,
I 4m 40 OWMAND 40 40INNOW 40 wo qnNoMo 4m 4m 1, 4m 4mmummom am om 4mmummm �_qm 1111111111m Igo �mmmm"= MW
40 state 4h*
OD 4m 0 SEEN" 4m
Smrc r . ....................... ...
REBUILD EYJS71NG WALL S 77Rimc r
REBUILD EAS'nNG WALL
GRAPHIC SCALE
100 0 50 100 200
( IN FEET )
I inch = 100 ft.
ANY ALTERATIONS OR REMSIONS OF THESE PLANS, UNLESS
DONE 8Y OR UNDER THE DIRECTION OF THE NYS LICENSED
AND REGISTERED ENGINEER THAT PREPARED THEM, IS, A
MOLATION OF THE NYS EDUCATION LAW.
400
-&-kc?z qb
5-28-98
APPROVED BY: 5-7-98
3-17-98
DATE: Rev: 1-23-98-
orig: 12-10-97
design by. DR
drawn bv JLF
Copyright chkd by.
1998
z
low
N
P 1--i
00"ELLEFAIR
VILLAGE OF
RYE BROOK
WESTCHESTER COUNTY, NEW YORK
100 SCALE LAYOUT
101 101
L %h
M(9(9 Whflq;a PUmOna R&ad,, '-umrrW%g)wn, MV 19)ROM
galagD wm-mm(��)fm
sheet
211/
0-
1041174Y
0 /7 6 G 0 /7 n
SZ11
0
/?
(b
z '/7
N.
16
ND rNi
A 75
�24 iz
77" PROPERTY LINE 27
*elZ- 174 64�� '" -IS)-- - � � . I-' I
18 ' 28
/7' 29
mow RIGHT OF WAY LINE zt!�
1,9
WT A CCES
EASEMENT LINE 12 li
L
BUILDING ENVELOPE 17 21- s 97
WETLAND LINE "7
28 29 t
W c; N J3
6 .9 70 100 J8,
100' WETLAND BUFFER J4 ' , j
FIRST FLUSH ."-,96
1A
We t
............ ... . -
.......... .........
ADDITIONAL WETLAND AREA OPEN SPACE
40.
k
PROPOSED DOUBLE YELLOW LINE e t b 39
4 TRAIL sw
PROPOSED 12" STOP BAR
41
PROPOSED STONE RETAINING WALL
(SEE DETAIL SHEET 40 OF 41)
PROPOSED CONCRETE RETAINING WALL 1,6 1.7 1
DESIGN NOT BY DOLPH R01T ELD ENGINE
PROPOSED SIGHT LINE "�I��FLUSH
SWT 1 '111�
10
WITH EASEMENT 8 14
15
PROPOSED GUIDE RAIL
7 -A-
//77
PROPOSED 4' SIDEWALK
3-4.uu_
18
PROPOSED SIGN AND DESIGNATION 19 44
4,
-1500-00, %s
am wo sm Ilm PROPOSED TRAIL SYSTEM 9+00 -------
17— TA- 9+96 81 R 20\
00r,
law
PROPOSED LIGHT LOCATIONS low
83 80
1 78
OFF, STREET PARKING AVAILABLE
54- SPACES
WEEKDAY USE
REQ'D
RETAIL 3500, SF
18 SPACES
OFFICE 3500 SF
14 SPACES
DAY CARt'(25 CHILDREN, 5 STAFF)
10 SRACES
(PROVIDE, FOR 5 DROP OFF
SPACES M—F 7 AM-4PM)
REC. CENTER STAFF
SPACES
REC CENTER
8 SPACES
-----------
54 SPACES REQD
,EVENING, AND WEEKEND USE
KtW I U
RETAIL 3500 SF
18 SPACES
REC. CENTER 5 STAFF
4 SPACES
E - R CEN
C. TER
SP CES
54 AC REQD
85
86 21
87
I L
2 L --1 L --J
22
L
88
�5
-j 7�p
72
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OP -11 LIP 24
89 25
)100
OPEN SP 100
101
0 'JU0.001 E o+
99 : / -1 144.54!
2w I yj� I --N is I
no t 4 i // /'0' rT ---
WIN
R 2� �4O ZA
2
IGN TABLE
141
109
SYMBOL SIZE SIGN COLOR REGULATORY MOUNTING 187 M WALt
p - I I
NUMBER NUMBER HEIGHT 164
166 reel
R:q90 115
R1 -1B 7'-0" �,-k Map 5+5 96
2ex2e MITE ON 00 5+00
RED /'os por 1,ber 671, R 142
1p 0 -L.
110
RESEMR
PAWJNC GREEN & BLUE 163 19
12"08" P4-6
ON MITE 6
168 19
143
169
lex24" BLAO( ON MITE R4 -6B 7'—Ot' 1 7:7- ---
16
183
O\
---- --- 184 113
L -t*8
N:1T % 199
30*x3O* ENS MITE ON RED R3-15 185
20-
00
161
NO 171
12*xle PANK RED ON MITE Pi -Cl
MY
4
.00 145
fvv
YELLOW 7 o 404
24*x24* DEAD BLACK ON 14/
17
11+0
1-03 202
W02" BLACI( ON WHITE R3-11 7P—Om
180
159 0 ?I> 205
R3-10 0 1-1 1 � 14
< I I / r-�
150 219
<\
—ON 21
2ex24! RED/13LACK ON MITE AS NOTED 7' LIJ op
I- --� \ -0-00- z
R3-1
R3-2 15
NO NO
.00�
12"08" pow RED ON MITE AS NOTED TOCKADE FEN E 152 21
VTO HB?f TO CAN
5+00 "'000,
one
U===:�j Do R,
Pi —9 Pi -10 216
WD 22
1"RAFFIC PAINT MARKINGS AND SIGNS SHALL BE IN ACCORDANCE WITH THE LATEST REGULATIONS OF THE
N.Y.S.D.0,T. "MANUAL OF UNIFORM TRAFFIC CONTROL DEMCES". �,�oo 00
D 15 155
157 215
IDO
214
OPEN SPACE
213 221
LEGEND 1 210 211
("as SENIOR 209
$-, 0 208
PROPERTIY LINE
LIVING
RIGHT OF WAY LINE 222
2 0 206 .10'
cv 223
momp 1 1, 1 " 1/ 11 225
EASEMENT LINE
0 mom
1 1 ;�3 - �rj- 1�v
'BUILDING ENVELOPE 100. 00 6+0 0
80, L -Ro-
ry
WMAND LINE t-3 v 0.
28 0-000 woo Im Ammm vow 400" .,,w u- 2+00
3+ DD 4+00
100', WETLAND BUFFER doo _,L2&46
ADDITIONAL WETLAND AREA
. ........
...........
50t "m 4"m W" ra "Mom
PROPOSED DOUBLE YELLOW LINE 0�0 249 247 2 245 2
F -
.4Q_0.00' 24 A4 40 23
PROPOSED 12" STOP BAR 1. 1 243 241 0
4�k 248 1 238 237
2 M
PROPOSED STONE RETAINING WALL
qG
164
(SEE DETAIL SHEET 40 OF 41)
PROPOSED CONCRETE RETAINING WALL TO Mps
DESIGN NOT BY DOLPH ROVELD ENGINEERING 8
L
PROPOSED SIGHT LINE
WITH EASEMENT 67
I
,)zore Llne
Tf?AE�E 7-
514'
1�
0
101
IP
0 0 k
F C
W r 6
S
0 '17 r e
f
0 x
n
rn
9-6
UGfb /6 54
-32
yon un? on 01
round 9-7
R-7
N\ t
9-4
A-2
A—j
1 O&R. FLOOD LEA
4-4
Z
1 20P
0 WDE -LOOD . . . . . . . . . . . .
01I
-(!�Ss
k0AD
CA)
77 � I,--
52 C)
LLJ
�0 7z"
56
—48 4—,5 <
:-'�50
4-6
0
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%3WT �3� A,0
.OPEN SPACE A p p M G
0 c a I i 0 0
0 f n
5 0 f R u n w 0
9 0
16 34 n 01
POr 0011n1Y Clerk 41,7p /Vo. 15431
Uki
61 0
60 9_2
ck�
150!
7"-
26
27
31
PARCEL $$A)$
28 A --Q I
SWT 6
LANDS TO BE DEDICATED
29 %
32 64
4-70
21 00
TO THE VILLAGE OF RYE BROOK
30 2eo r -
APPROXIMATELY 20.7 AC.
65 R 92.00* 33 UPLANDS 18.5 AC.
64 -2,6_2
R =,8 0,
6 FIRST FTSH
0
V/
35
_261
4
260
36 A-1�2
259
A-79
25
258
37 ... ......
3 124 2517
ON �UNE
126
38 TE LOCATION OIF RUN\
APpROXIMA
L
2,56 .....
E
..... . 10 Ak 4
4
5-28-98
I 1
5-7-98
01
1-23-98
101
IP
0 0 k
F C
W r 6
S
0 '17 r e
f
0 x
n
rn
9-6
UGfb /6 54
-32
yon un? on 01
round 9-7
R-7
N\ t
9-4
A-2
A—j
1 O&R. FLOOD LEA
4-4
Z
1 20P
0 WDE -LOOD . . . . . . . . . . . .
01I
-(!�Ss
k0AD
CA)
77 � I,--
52 C)
LLJ
�0 7z"
56
—48 4—,5 <
:-'�50
4-6
0
z
%3WT �3� A,0
.OPEN SPACE A p p M G
0 c a I i 0 0
0 f n
5 0 f R u n w 0
9 0
16 34 n 01
POr 0011n1Y Clerk 41,7p /Vo. 15431
Uki
61 0
60 9_2
ck�
150!
7"-
26
27
31
PARCEL $$A)$
28 A --Q I
SWT 6
LANDS TO BE DEDICATED
29 %
32 64
4-70
21 00
TO THE VILLAGE OF RYE BROOK
30 2eo r -
APPROXIMATELY 20.7 AC.
65 R 92.00* 33 UPLANDS 18.5 AC.
64 -2,6_2
R =,8 0,
6 FIRST FTSH
0
V/
35
_261
4
260
36 A-1�2
259
A-79
25
258
37 ... ......
3 124 2517
ON �UNE
126
38 TE LOCATION OIF RUN\
APpROXIMA
L
2,56 .....
E
..... . 10 Ak 4
4
LEGEND
PROPERTY LINE
RIGHT OF WAY LINE
EASEMENT LINE
BUILDING ENVELOPE
WETLAND LINE
28 261
100' WETLAND BUFFER
ADDITIONAL WETLAND AREA
..............
PROPOSED DOUBLE YELLOW LINE
PROPOSED 12" STOP BAR
PROPOSED STONE RETAINING WALL
(SEE DETAIL SHEET 40 OF 41)
PROPOSED CONCRETE RETAINING WALL
DESIGN NOT BY DOLPH ROTFELD ENGINEERING
PROPOSED SIGHT LINE
WITH EASEMENT
PROPOSED GUIDE RAIL
PROPOSED 4' SIDEWALK
PROPOSED SIGN AND DESIGNATI
PROPOSED TRAIL SYSTEM
PROPOSED LIGHT LOCATIONS ; 7 YPC---
BELLE-FAIR
VILLAGE OF
RYE BROOK
WESTCHESTER COUNTY, NEW YORK
SITE LAYOUT PLAN L3
s t
heet
13 a
PD(90 5
/41
5-28-98
5-7-98
3-17-98
1-23-98
1-7-98
12-10-97
11-25-97
10-31-97
Rev:
9-17-97
Orig:
4-23-97
design by.
DR
drawn by.
JLF
by.
Copyright 1998
LEGEND
PROPERTY LINE
RIGHT OF WAY LINE
EASEMENT LINE
BUILDING ENVELOPE
WETLAND LINE
28 261
100' WETLAND BUFFER
ADDITIONAL WETLAND AREA
..............
PROPOSED DOUBLE YELLOW LINE
PROPOSED 12" STOP BAR
PROPOSED STONE RETAINING WALL
(SEE DETAIL SHEET 40 OF 41)
PROPOSED CONCRETE RETAINING WALL
DESIGN NOT BY DOLPH ROTFELD ENGINEERING
PROPOSED SIGHT LINE
WITH EASEMENT
PROPOSED GUIDE RAIL
PROPOSED 4' SIDEWALK
PROPOSED SIGN AND DESIGNATI
PROPOSED TRAIL SYSTEM
PROPOSED LIGHT LOCATIONS ; 7 YPC---
BELLE-FAIR
VILLAGE OF
RYE BROOK
WESTCHESTER COUNTY, NEW YORK
SITE LAYOUT PLAN L3
s t
heet
13 a
PD(90 5
/41
OEM
q 7tr--
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aw
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lav 'ilk
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, 1 . INV Nll?-- -0 � -- --- RIM317. 14010 - fti IN ' &7? f, �*, DA GHT FOOTIN S N M--11' 46 , I ---
''I I � �- 5 \., -- -I UNII � . INV 287 1 IN 60 . - �� . -57E
I - 401 51P 1691 �, --- .--- INV 13N 2 - rl. < 19
PROPOSED DRAIN INLET I DIRK B-3 . �J ZI C3 1 1 NT -31 -"- - - IIII,- � -40, I- I , F UNITS 24E
-
I I I is 0 1 1 1 / INV 31Z kzl�;" �-_:__ 11 Ai - I -W / - '.O - T.288.0 44 4
1 # a , I 0 � , iiiiiiii' - A., �� 11 .91 %i
"ll" � �- H A13 11 / .-�� ml� := 'W* - M4 r 29 DMH 0% tA
I I I INV. K4 29 3 , � —L -- I .71F I l " --- . FF rp
� — -I .5 r�
� 1, I a PROPOSED YARD INLET . INV 321 2 7 � 041 .,)IN' i3, CB B-3 14. � I 11 --- ftwi milill 0), 1i 10;k *% % 1�m
�j , I�k �� , nIli 4
1� I * IN il .., I ',�&, 11
I 11 �L OUT 311 1 11 1/1 III
I � I , I IN 'k ;0- II 325,23 . - Iiii I INV, j85A(i . C-3 %;1I Ile, -10,
, 0 — — ?i
"'': I � I I 0 EXISTING DRAIN MANHOLE III, f TWV : - . VIIIIII,21iii,
I � �-' , , J t?� - — - .
, 11, I * ,J�F INV. 3 00IIIIIII . --- - j- - -� - — if I 1.1.16 ,- . N& - -
- -
I �, I I I ,11.� a Ill IT, , Ill � - NV - 2 \ ��I�p - - — - -
I 1 41 IV 1* - q. \4 . 294.1Ii -15-
;, � � " 11 � I . iiii /e .60. C -5f :_ V. 0,19 sit 1-t i -I# —#! 0 ,If- \
--X
A'1"':�:'211,1:�
Z 't
!A �_
_
'o goill 7RAIL
:_ 0 �
14
_: , �
,
, s�,7
, go In W a so a M * �C6-2e 7
9- �-,- i i -- ff�t 17—��— � � I
�
11: 11 I I I Q, I PROPOSED DRAINVANHOLE , \ -,�ii I �n 1� - I I I,#
I :, 11 � 11 I * 2( � I �. - i; I - 11,- RIM 313.01) i . g . M 297. — . .
I I .�V-� --1 ! IV IN 2N.
I 1 Adill - I . IRV 309. *61"
,�� I I I I I � I - . 1 � .
. I EXISTING SEWER MANHOLE 4 ---" . J8
I \1 . H A I V 181,
I 1, 01� ': 0000 82 $1 . I ��
IN
I I 11-;� I I Q� — I ' A VV 79 A 31 - (01I ,,O! / RIM 290,%'%i`i \S BROA CRESTED WEIR ol
8,
"�, , , T' ", ,,,�, , , . I I I � /,� J i� 8SMI , BSMT.317,5 - INV IN 281 '�-, ��/ 41 OR
I
I I 'I',, , 1:1 , 0 PROPOSED SEWER MANHOLE I 611 .111, --A,�A 84 . 0 FF 32,, 1 BSM 314.0 � Ao 78 �` * -C.-40� . 4f, A 2 INV OUT 28t30 30' Im 0 el. 275.0
1 , �, , � , ,� I , -� -� %-I --*� - - --- --.�,
, " I I I , - - ,� /
,-
-
-
,� " ,S'- ,��-- - I N, �4 - �Iiiiiiiiiiiiiiiiiiii, 1.1�� ,,.,�
I �,�, � , I'll I " . f I I I I + 11 - FF 323.0 BSMT312.0 - I KM 1%
. 11 , , � 11 - � 1�� N 1� , . I 0. FF 32 NV 2 - �, "�� , �,, I^ -.-
I � � *lee DOADA4I WVMAKIT * �v - " Ill * // 9 ,
I :%\"#,
. 76
I, "I I 11 11 1, � I I --- III 1 41% 0519, if * 1.4 -4-1. -------------;Z=
�-, � I ,� � T FOOTING DRAINS `Iii�34�." Ill \S � , "' " " YO. 0-5g 11 � - I- ��IY7 � 1�,;�
,�, I I'll, I I I I I D YLJ �' r omm 11 01 Ni,l 1 ,_) --�
,'�
I I I IN .41%, 1 RIM 32150 J 1 7,5 � I . Q!, 0
1 1 1 � � I / I P90POSED WATER VALVE I I .0 . H 14 r k ! 'iiii . 75 . ' ' /1� I I .
,� �, I I 11i Il I ,
,� - I FOR ITS 24E' 57E, INV I / � 0 ,
"", � , ' I I I III' i2CO RIM 324.3 i INV. 319.00 .
�,% "r- , .M."T, IIIIIIIIIIIIIIIIIIIIIIIIo .... Mg. � OWI � , PROPOSED SANITARY SEWER I MM 319 8,w r , , i I -
- ", � - 1: �, � 1, I I , RN -!��� INV, 320.8 FF ji - ,5 74 1 --� � 1, I
,� �, - , � , ,�!� I I I I 1�> . * INV 11 00) 14A INV. 319.07 INV. 315,5 RIM 345.00 01, C-7 � Yll C -4b .'s - 11
1. 11 I I 11 I I I I- . '117.07 i 31 .4 � .
I , , � I INV IN .# '_1
I I I �, , , I I I - cB 8-4 / I YD, C -5e INV. 2, ; T32 &3 MM ,311.0 S I " /
I T � I I � 1 6114, / 141`iiiiiiiiiiiii,
1. I I I" � 2 ,�,Z) .1 ; .4;) RIM 3116 I'l X�q4�, ZL
" '' ""', � I I I I 1 1 PROPOSED STORM SEWER , . , -11d INV. 310,78 ";, ..
, , t � ,4, 40"i .
, ,,- , , � ,, , , ,,, , % RIM 328.0 1 � I -. INV. 310,00 31 ,/'
". , I "t , I DMK A-5 X INV 324.0 1 11 --------__ INV. 307.78 1 1 , - / on""" **i I
,,,, 1, I �,�,`� ,,�,,�; -,,� � SWT I STORM WATER TREATMENT AREA RIllill 00 �, i I INV. 314,5�15 / :) , %., / //,--,, — wiftaft"
11� I I I �
� , I I , , I AV, 325,19 N �Ix * INV IN 3.70 -�
', � ."", ", " � I , �00 � —
I , � � I . ow. - /
1V f " 1, : � I 11 I I A -J 1;�� V. l I I 141 - 79� -7
1, , , 1 I - 11 I I I I INV, 321.19 1. . 11iil 3416 . — — — &- Lop: ftA N,
, I . // lii`� �, INV 2 �23 cn
�11 I 1-1 -1 - ,�- I -, , I RIM 338,0 1-57 Lf —? 10 82 � 1J. --ii FJ 1-1 . 11-1 Zo
I , I -;-- �,
� I � I ,, i I �%J ,, I PROPOSED HEADWALL �� . le, ., -Iff" -8 III III,*
1� , I t I - � �� I �, I � 'I I I lql� fft .i "p. ... -i — . I .., INV .- DMK C 0 . I ,,, Smi � �S41 -
�11'!, �1'11 � 11� � 2171l 5.4% W oll INV 334 50 FJOX 00 .. 0
� I, I � I � ,,, � 11 I I . — If .A � 11 I d I'll ir -- --
,03 -1 INV IN 321 RIM 3M50 -��' -1 'I
, , �, 11 "� I III` totm-ull INV i , I , -,
I I 1 .4 -� � X,i ----# 9 V OUT 313,90 IN 292.50 'Z -*;r. I O�, ,0
�,, �,,-' I � .1 I I - - - - A , p. . /;1"', . �" IIIIII" 7 co
-1 I 1, , -v:: , ," 11 � I I I � - :1 I PROPOSED END SECTION I 4t . - aks� I �� 00I i M , INV OUT 292.40 0 RIM ', ,,,, �1, i�
,,� , I I / ---- 11 ,
,
I, I 111,-, , , " �t�stilij.#.Ilolillltlit#1.1.1.61 I I , *.,�� // 9 . YD. Ill SMH B3c - ,)� 10 , IN `( "I 2b "
� " I , , `� I I . I . . , . . - - W . 0 - 7111- - SW 293,0
, " - I "I I i�? 4- RIM 354.0 RIM 362- -1 r )`11 C -3d , ou 0
� -,,, � � ", I . I I � li� I I , . I I , I I A / ,-�� 00 -&'-� ?I FF 302, 0
, ,
I z� �', �,, P, , � .� � , . 11 PROPOSED BUILDING DRAIN, SYSTEM I - I I :� . - I I t I I I I I I I I I I I I I I I I 1.1i Ft It 4,1111i Iffiffffili liffillitit toili, ow C- 4 (9* � 89 BSMT.292.0
', ,,-,!,, ". I I 1, . , , I " � It? INV, 3482 INV IN 355.90 1 . V) I RIM36100 -Wi ---- RIM 308,8 /I : "-% 0 LFF - FF 301.0 1
.
J11 , , , " � I " - I � 0 to 01 INV IN 355 90 ll's-1 � Ill # I., I I INV. 303.85 I4P)1-
� I .
,
j��: �,, I I I -1 I I � I I I I ce B-401 �Q,�, INV OUT 355AV' . 0 .1 INV 356.10 --1 -%** SIM B4 P�t 1, -', - I ---
,"', , f I .." OV4 -�- RIM 345I00 W ,-/. c1c
11 1, 1, WATER MAIN NOTES I * -5) I IIIIl i, `� 0 � W. 4"4y "' r '--, �,,�U4. 0 11 R1 50
1 * - -�'
-e I � I I I I I I � I . I I * / i6 I--, I W, '. $ Sill B3 I ,* INV IN 30.90 305.5 1 1 ;.A INV OUT 297. - -
I I . . RIM 3C.00 -1-1 1i UT 332.90 , 11 -
I I
1� I :1, � 1 W. ,All work shall be ,carried out in, acc, rdance with, the, requirements of New York American I'll, . . k ,'-t I FF Jq > I 11 Ill/ J-4 - ------- -
11 I �, I *. %!-,\,%VN I ,.'O I IN 327.80 1 , I %O -1 4C. 21U. 3.0%15y" RWCP
1, I I I Water Co. having jurisdiction and in accordance with the requirements and � I i : \ .0 MU10 . I .
I 1, I 11 I 11 3' ,02 I--' I . , 3o / 101 / 9 **i 8' OF . �, I �
- , � I" . Ill C I INV OU # 43 LF 16M
I , I I , I � I I I I 11 I , Specifications asr set forth by them. I I 0 � R 70.00 BS110l 0 1 . , ,I,,"", . �7306 0 . /,--,- * .134 4%fti 1
1
, : 1. I # "4 U --�� 417 pir
I I � I I 90 �? ,---' ,ii%% P / I 11 � T372,0 FF 374.0 . D. C -3c �. (11)
�
I � k �
I , I , I I I '2,W be, minimum cover for water mains, shall be four feet, zero inches (4'-O"), or as %%% 98 � INV. , : IN in B5 101 - - --.
I �� 11 1 � , �. , ,., 'T � 1-11, / B. I �,)zIv. . is 4 /* ---,41'
, � - % I
'', �, I I I I / . If * /
I I W 4 ,,- I � ,%� 00 4W INV. / U;7 �,, I
-
� I I I Airocted by the Water Company. I 10 � X -Y11'. III, . SIAN - . - - %18 � - �f, . . it ,
I I , , a * I JD91M
I I I I I 1 -6 I/ I � Q:i 4' \ - -
,
,
,
�
11
�, - I, �11% I � 11 I I � I � � I I � / - """, %% f Nam . - . Kv. & Is If INV 1 72 . , " it 7
, I 11 I I %%% : --- * / �*,
� � , I I � . - I // I I FF 38 -.0 371,20 , , .11 I � ..� fti 41' 0 1, INV OUT 90 , ,- J, -0. I "
"I I 11 I I �W. The decision of the Water Company shall be final on any construction disputes, I;V. )13 1 IIIII 11V )L,�Alu I ,0%1 103 / / 1, *# I'll — — V
I 11 1 I � /, , % ,,--, /?v - �-' � -a-, 7ER - . LP 1, --<-,.5 '. ., I
- � , U) / � -,� - *-� . AV, nu
INV. 337.63 ; 1,11",' MO -60 '0 % ----I . � *#
I 11 I � I / / 1 --*1 % -1 --------a I " '--11 I I
I 11 � I � � to ,meet field cond I itions. " "I / RIM31i iiii 0%0 \ \l 2 , 1.0%161 IIII . FF 368.5 / 1*1 AN I* a jW - I
I I " - " I I I � \11l I I SSMT.359, If 04 S
I I I I -11 IP- -- I -- It I r�' `301, 67
1 / -
ted by the Water Company. III, * , 66
1 4W. All water mains shall be US Pipe Class 52 DIP as specif A17 I 00 , III, . 1. - - � 5 siiiii . / i If * �5
1 - I I � SMH � 70 %% . . It - - III BSMT.304,0 BSMT.301.0
I �,- <- �% . *
f, I , , I I I � 11 56.20 ill 8- ill 1.3 15' 10 SMIJ 83d 11�% - —� " -I.. / 8SM1 1.5 a FF 313.0 1
�1- �� `5W.1 All 'water mains to be tested and chlorinated in accordance with 346.12 365-00 J= . . RIM 375.00 ,,,- ,;Iiie Lp . . 11 I ,�, 11 11�11 I 0 YD. — FF 310.0
INV IN 3 �0 % %% .
INV IN .. III, .. .,�', 0 P.ft L Id I
I 1, - :-: " � 1, g INV OUT 369. �� *,e ,,�' "I P,
""I, "Ill I AWWA Starl s C 600--�93 section 4 ,&,C 651-92 except Sec. 5.1' INV OUT 346.02 1 V. 361.27 1 . I FF 376. 11� , .01 -- - I � / . / IN ZsJ04 I - 4V 00 � �
I 11 I � I I I "I 4 1 BSI I %% . I \ FF 388.0 0e, .4-1 / �, , Off .36 Al : 1%, 4;1�iEb _MI - 91K. 1, , �
I I tablet 'Imethod. Micro biological testing must be performed, results � � A18 %�% "�Sil 1<1 , 1 3 C81 C-13 ;kl/ JV . 4W --
"I ,�� " RIM 37111) % 1-11 I'll 1. / / / � IN5460 12tv, 414- 1 " ,I, ", *# '*'�� I � I
IIN V
N�
1� V &T�. " 1, rom. a 7 9. 33*t INV. 299.08
1 1 certified by a N.Y.,S. PE. and sent to and approved by Westchester " / .-1 INV. 359.33 " 4* RIM3051
I 1� I I � I I / -I.-
I I County Department of Health before water main is put into service. SMH SI so �.III / NV. 365.25 (1 I I K-1 11,
41 . I 4
I I I /
�, ,�, 11 I � ii 8-7 1 RIM 364.1 W MI I& �` �7 0 1 4W
, I I I I RIM 354. - - I AV. 297.08
,, , � I . 11 I I // !:Y/ I- V. 360 INV, 361.40 - 4 -Ir �; I
- I I I I � I INV IN 347,01 .037 k k " '* Z* / I/ / v �" -w INV, 364.00 / IF 171 �-, *# 4W
1 1 / .5
l
''I 1, ,� NV, 3 1127 1 1, I - - 0 0% , 3�5 5 -----�, I --
I "I I 11, I ��, �- � INV OUT 34&91 1 T- VIA ,��, 95 / I I . INV. 361.40 � : 11 --------- —
11 � I I I I . V-1 . / I I I � I -�� I-
, , I aEMS NQIEIS �- 1% FF 390.0 / N 'M 87 110 "Offilikoa., 4 I
, I A / 1 POOL 1 4, "
I', �, I I I I %:1 % bm 1. 150, " 11 11 W, C-14 I / I // 'W RIM : %, 1% 4W Am. -11-1
� I � � \ % . 1. ,/ / I -
I 1. I % - / '. * I " 4F 4/1
" T TAINING TO SEWER SYSTEM SUCH AS PIPES, . N!2t —0 - % ft3i" 401, �""* � 1-1
I ", I I I I .. -,,� % / .' 8.2 * .. � 2- -��f
�� 1, � 1, MANHOLES, BUILDING C014NEC11ONS AND ALL OTHER WORK SHALL 0 I % , Pr . ,� I %ii,14%I1111111111101 #
1 I I I I % / .0 I I . " � 11
- BE CARRIED OUT IN ACCORDANCE WITH REQUIREMENTS OF RULES I '5 % % . " 1�1 ---- ,,,I I - It, ,
1, . I I � I 0 III .11,
- - 0 It
, ,� 7.0 / " , *
,�
I � I \ , X FF 385.0 / / / / �N ' / . . 192 CB. C -12c 0 1 , . I I Ill, ,
1, BSMT.377. "� I Oro It,,
ANO REGULATIONS AS SET FORTH BY THE ENGINEER, DMIK A- 96 BSMT.376.0 % 0 &11 I , 1k..
, I I I I . �' C -19a � / 4 1 Z il. 11 : so
I % �
�
RIM362.00 . Ill I / / , 0 0 . * DMK l
1 2.1 NO SANITARY SEWER SHALLBE ACTIVATED UNTIL EXFILTRATION/ � INV. 341.61 \ \ % ,M5.5 N. qS i *1 RIM 371.00 1 11, - "i A*
INFILTRATION TEST IS MADE AND HAS MET REQUIREMENTS AND q) 94 INV. 3W�5 11I 9 - 4 Vi� 378,29 FF 381 � : I
,,,� �, . 5 V. 374.9988 tBSMT.3 I, 17 %,:%%01*i 4W st RIM30,00
I I I jW 1� � --� 1 14
11 STANDARDS �AS SET FORTH BY THE ENGINEER - '- FF 392 0 / 1* 1. 3 . .,.Z��
I - ALL SEWER PIPES - \ \ IN 0 '. 119 / ". If,, AV 341l 1
MUST MEET INFILTRATION TEST RATE OF 100 GPD/MILE/INCH 151A. : .00 1 I Z , 1. . 0 #*
"I' I : I I 1 -4 Ill . \ '. SMT.383.0/ ,61 / Zf I . 191 -15 f- �-, FF 375.0 .. "", I ,I ,* INV. 340.37 — I
�,,,�,,, e��, , CB. 8 . - : 0 BSMT,366 0
�, I OR ANY OTHER REQUIREMENTS SET'FORTH BY EITHER THE WEST. I \ IIIS )I . S � U -10Z IN 00 I Ili
� I COUNTY DEPT. OF HEALTH, DIVISION OF ENVIRONMENTAL FACILITIES. Al. .AZ Z- BSMT.380.0 RIM 37&00 .. 0 161111111 .
� ,
�, " RIM37 I I - I FIF 390.0 ., % I \ ILI . ..
:;, I INV. 7 / Z ---1 III il"W"i `0 - �
I " I � 0�1 -11, I . . I
- 1 3. ALL BUILDING CONNECTIONS TO BE EXTENDED TO THE PROPERTY \ \ 19117. IA% 15* Rl -�, _QO (O ,��X C8. L-9 � .
. -_J" � "I LtNE OF EACH LOT BEFORE PAVEMENT REPLACEMENT. A�� - 0
10
I e I I I i -
I ;. 1 SMH A19 1. 0 PJOM361
I 1, '' 4 \ . 1�� � 118 1
` I - ", I , LATERAL CONNEC11ONS MUST BE MADE WITH 4" OR 6" WYE FITTINGS. RIM 3n,40 V-- MI *\ SM A20 / / - C& C- I INV. 359.57
-11
� '��,-- I I I I I LATERAL MUST BE XHS C! OR DIP CLASS 52. INV IN P 'ill, - / - RIM 37 III I \/ 120
�,,"�',�� I ,'r I I I I I . 'INV OUT 3W20 1 - INY Off, 93 190 '-V 3�4t r bb lz�%* K ik BSMT.378.01 I FF 374.5 FF 374.0 INV� 359.57
11 I
' I ' � 11 � I I I * 3�WO.00 r - -- I BSMT.365.5 I
I '
"I I , I " 4� NO BUILD04G CONNECTIONS SHALL BE MADE ON NEWLY CONSTRUCTED ) - \ \ Ir\ �. "I \ / ./ J I BSIIIII S � 88 07 , MT.365. ...
� ,
I ",:, I'�,�� , , � ," SEWER'UNTIL NEWLY CONSTRUCTED SEWER HAS BEEN OFFICIALLY IZ3 IS AT. . I! 0 -I-_ FF 395 5 S 1 25 � I .
�
� � I NQ I
1',� I �, � I I . I \ . �� e Z, 257 "" . 390.00 .�
ACCEPTED AND APPROVED BY THE ENGINEER. - ) !, / ** 2
1 1 . I
- 1� I I" 'R PIPE- DUCTILE IRON� OR PVC PIPO MAY BE � \ . 16 264 1 . IIIII !S 4JIT 2 ,50 ,d -A 0 3, A
!-, ,�� � , , I I .1 5., , Fail SANTARY'SEWE - I N 00 : 11 TF83 6 0 1
"I 1� I '' 11 - . \ N11%, 5.04 . 1 40 . : ��ivr2i .0
,, -,,,, , , I . %% - 0 I I Fr
USED PROVIDED T44E FOLLOW'ING CLASSIFICATIONS OF PIPES ARE I
.
.
.
�, 11 I . \\ .. -10
,-� 1',:,� I NIEETING ASTM 3034 REQUIREMENTS. � I I -1 ` ,1`725 . --� 6.00
,� C8, L
I I
- .
�,,�.,�, " 1, v, USEDIFOR 8-1 PIPES ONLY; 8- DIP CL 52 OR PVC, SDR -35 ti . IL \ - - �,�,�,-- . / 389. 1 8 � . . * � IV — *lili, IL , \ 121 R"'36
e I . I 11 I 11 I I I Z \ --. * � J Ritill 0 0 1 8SWIT.3KO - FF 37Z5 \ , . I
I � I I � I "I" . / V. 385.95 , * FF 395.5 ..��--1 I
,�, , j '6.- THE BED FOR SANITARY SEWER PIM WHENINSTALLED ALONG ROCK I \-1, , I / �/ INV, 3W.60 ---
- - ��' D FIF 400.0
,,�,, � I I I I . - �. � JW � --i
�11, I 11 11 I TRENCH, SHALL CONSill OF A MINIMUM OF 6" OF SELECT MATERIAL. I , - 6 / �., 41 / / � -252 - --AA. \ BSMT363 .A -
"I, 11 I � \, / / 11M 38535 265 1 'N6
,, " I . I 'i
I
"
I � �� I �, ��- � � " NO PIPES, SHALL BE INSTALLED UNLIESS ,SELECT MATERIAL IS PREVIOUSLY I � � I I / // /11 - � . - MY. amx 11 .. j6 - . 0i .
� �'� ,11e- " I APPIROVED. I ' '' I I I ii� 1 / I "—IN. U- � r�t I I /I ::�� - ----- � 1 44-7 .
I I
—
,�,�, , �.,��11 :�,- I I I � I I I'll I I I I I I I
� "', "I., ,,, , 7. SANITARY SEWERS WHICH HAVE A VELOCITY OF OVER 1V PER SECOND I I
, " '
I I
"', �, , � I I
I ", , � ,
11 - - I U0,T1LE4RO'N'.'PIPE SYSTEM MUST BE ANCHORED ALONG THE I
11'� ,,, ` " SHALL., BE D I I I ;
1�, - "-1- SLOP 'AND E, SA TARY SEWER MANHOLES MUST BE INCREASED IN I I I I
"" ` � - - , JH N I
,
" ,
�n,��- �, ,,,, I , I I I I 11 1= Nown�
-1,; ", , I STRENOTH.�,DESIGN PERTAINING TO THE ABOVE STRUCTURES MUST BE , I I �11 � I 1�
I , �, " ", �1' I I " ji � . 11 . I
, ,1�� �, , I
, I
.�' 11 � "�- I "I, I I .11 APPROVED BY THE EN0.11IIIEER AND THE WESTCHESTER COUNTY DEPT. . I I I 1 5-28-98 00iiiii'i
, ,
, , '':, �,,,�', I -
',�x-,,,,� , , OFHEALTH� ",,'DIVISION CF:`ENVIRONMENTAL QUALITY, I I
I - �, I
I I
I
", 1 "I � I . I I 11 I � I I I I I
��,,�,, �,,': , , , I BELLEFAIN I I
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K 12.78 K 6.25
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350
340
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350
340
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3-17-98
MM
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1-23-98
WESTCHESTER COUNTY, NEW YORK
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3-17-98
ll+OQ
1-23-98
WESTCHESTER COUNTY, NEW YORK
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3-17-98
ll+OQ
1-23-98
WESTCHESTER COUNTY, NEW YORK
—7-�-98
SANITARY SEWER PROFILES.
SCALE;
Rer '11-11-97
sheet
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CAMPBELL TYPE JW 1
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TOP OF BERM EL 341.0
100
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6' -Cr SQ�
V -O" W X l' -C H --REINFORCED PRECAST CONCRETE
EMERENCY WEIR 4' 0 ORIFICE STRUCTURE, 3,000 PSI MIN. (TYP.)
EL. 330,2 11' RCP
NEOPRENECOATED
ALUMINUM STEPS
012- O.C. (TYP.) EL 331.9
MIN. CRUSHED STONE
CONTROL STRUCTURE DETAIL
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FLOW 'ANNEL STABILIZATION
TYPE OF
TREATMENT
CHANNEL
GRADE
A (5 Ac. OR LESS)
a (5 AC. — 10 AC�)
THE SEDIMENT HAS ACCUMULATED TO 112 THE DESIGN DEPTH OF THE TRAP. REMOVED 7. MAINTENANCE— THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WI -if I CH
SEED AND STRAW MULCH
SEED AND STRAW MULCH
SEED AND STRAW MULCH
SEED AND JUT, MESH
OR SOD
4. LAY THE TOE -IN FLAP OF FABRIC ONTO THE UNDISTURBED BOTTOM OF THE TRENCH,
SEED AND JUTE MESH
OR SOD
LINED — RtPRAP 4-8"
BACKFILL THE TRENCH AND TAMP THE SOIL,
LINED — RIPRAP 4�-8'
ENGINEERED DESIGN
�)LUIMtNf �iHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN 13 1 Mr MRU I lk, IAL, �k M VU N 1 AU Lt btNM VVI I H �): I t)LOFt b W LL BE HERMI I TED.
— I nt- UIN I I L I Mr- [Nr- I I INU I Z) k��t'KU/llm A I tLT 2 IlNumt_�)
THE SEDIMENT HAS ACCUMULATED TO 112 THE DESIGN DEPTH OF THE TRAP. REMOVED 7. MAINTENANCE— THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WI -if I CH
FROM THE TRENCH BOTTOM.
SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WLL WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT OF WAY
4. LAY THE TOE -IN FLAP OF FABRIC ONTO THE UNDISTURBED BOTTOM OF THE TRENCH,
NOT ERODE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS
BACKFILL THE TRENCH AND TAMP THE SOIL,
CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO
3. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO
STEEPER SLOPES REQUIRE AN INTERCEPT TRENCH.
PUBLIC RIGHT OF WAY MUST BE REMOVED IMMEDIATELY.
5. JOIN SECTIONS AS SHOWN ABOVE.
4. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION 8. WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO
AND WATER POLLUTION SHALL BE MINIMIZED, ENTRANCE ONTO PUBLIC RIGHT OF WAY. WHEN WASHING IS REQUIRED, IT SHALL
BE DONE ON AN AREA STAE31LIZED NTH STONE AND WHICH DRAINS INTO AN
5� THE SEDIMENT TRAP SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE REMAINING APPROVED SEDIMENT TRAPPING DEVICE.
DRAINAGE AREA HAS BFFN PRnPFRI Y '�TARII 17FD 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER
6" OF CRUSHED _11ER MANHOLE DIP PIPE OPENING - — — — — — — — —
STONE N.Y.S. #2 VELOCITY DISSIPA IN MANHOLE
Z PROVIDE BOOT OR PROVIDE BOOT OR
PING FOR PVC OR FOR SEWER FORCE MAIN DISCHARGE RING FOR PVC OR 60"
DIP PIPE OPENING woo— DIP PIPE OPENING
IN MANHOLE IN MANHOLE
MANHOLE FRAME AND COVER "CAMPBE[i
NO. 1254 MARKED 'SM" *RYE BROOK, KY!
to a.
I :;F OR APPRONED EQUAL SOLIO, CO)&R . . . . . . . Z
D :2
6" OF CRUSHED
v -7\z1,7\77`7 V(TWO PIOKHOLE`� TYPA
0 ur �lmul_Mr_v U) r
STONE N,Y.S. #2 (o
8" MIN. ROCK EXCAVATION
&
A� CAST RM WALL PLATE STONE N.Y.S� #2 11 f
CAST #W HOOO 6- TOP OF ROCK TEMPORARY
ZA
PAVEMENT
DIMENSIONS IN INCHES
CAL140L PIPE C-AwmL DIMENSIONS IN INCHES PIPE NEOPRENE COATED
P 7/8' ALUMINUM
MANHOLE-CONC.
N A c D E 3/4'
2%0 6 2560 210 13 22 a 3 1/2 9112, 6 w BLOCK OR PRECAST 21/2'
11 1/2 20 1/2 5 1/2 8 22 10 8 z REPLACE WITH 3/4 CAP
2%1 2561 210 1 - 3 1/2 8 112 2 CONOWTE NEOPRENE COATED
2%2 13 1/4 23 1/2 6 1 10 2562 qlo 15 23 12 112 3 1112 7 1/4 10 CRUSHED STONE OR ALUMINUM
2%3 15 3/4 .116 7112- 12 2W 210 22 33 15 6 9 12 t BANKRUN GRAVEL AS 21/2' 7/8" 3 3/4"
18 27 9 15 -564' 211 23 35 19 314 5 1 /9 9 3/4 15 NOTE: 12" O.D 12' DIRECTED.
wok
20 27 10 18 2%5 210 25 11/4 35 3 4r2 5 8 18 9 1/4- 13 1/4- PRECAST STRUCTURES TO MEET
z 4' DIA,
w
177 — -71 _T 7/47 —21 — H-20 LOADING REQUIREMENTS 2-
12566 210 80 1/2 42 1/4 24 6 10 21 MECH, JOINT PIPE MAKE SMOOTH CONNEC�TION BETWEEN
36 3/4 5 24 2 "JA
/�2 1: 'K
rT .n n.,T, "T .T
`2566A STEPS SHALL BE PLACED SLEEVE (TYR) INLET AND OUTLET WITH SPLIT PIPE
4! X 2 I1Y
2568*10 115 48 2 7 6 10 1/2 24 4
APPROXIMATELY 12" ON OR CONCRETE FORMED IF APPROVED
OCR SIZED CATCH SAS I IN REQUIRED CENTER FOR THE FUt_L DEPTH �WYE 4* VALE BY THE ENGINEER. 9 1/4" 13 1/4 -
OF THE MANHOLE, NO STEPS WILL CROSS SECTION
BE REQUIRED IN MANHOLES LESS 6" UNDERDRAIN CONC. PIPE SUPPORT STEPS SHALL BE PLACED
THAN 4' DEEP. APPROXIMATELY 12" ON
koft;A*rl%Cor'i tow 5% A!3 I N TR AAt&jft NOTE: tj MANHOLE BASE CENTER FOR THE FULL DEPTH
STEP DETAIL . . . . . V .. ------ V—. 7�1 OF THE MANHOLE. NO STEPS MLL CROSS SECTION
C MIN CRUSHED
Nj-s TEMPORARY PAVEMENT SHALL BE PLANT
MIN. THICKNESS. SIONE KYS,D.O.T.. BE REQUIRED IN MANHOLES LESS
Sk. ALL RIMS,TO BE SET AT (BINDER COURSE) PAVEMENT GRADE UNTIL FINAL PAVEMENT COURSE IS PLACED. (IF BASE COURSE NOTE. MIX BINDER, NYSDOT 403.13, 4 THAN 4' DEEP.
'lE & THEN RAISED AS NECCESSARY UPON EACH SIZE NO. 2 NOTE:
E
WILL'BE USED FOR 'LONGER THAN 3 WEEKS RIMS WILL BE SET TO THIS GRAD c REINFORCED CONCRETE PIPE, CLASS 4 1S REQUIRED FOR ALL STORM DRAINAGE. 0%0%1110 NOTE: PRECAST STRUCTURES TO MEET STEP DETAIL
SUCCESSIVE ASPHALT COURSE, CATCH BASIN DETAILS SHOULD INCLUDE RUNGS INSTALLED AT 12 INCHES ON CENTER AND THE Rkjk;K E)KCAVA110N TRENCH "a. H-20 LOADING REQUIREMENTS
PRECAST STRUCTURES TO MEET
STRUCTURES, SHOULD BE CERTIFIED BY THE MANUFACTURER FOR H20 LOADING ALL FITTINGS TO BE THREQED. H-20 LOADING REQUIREMENTS
2, A
(DMH*)
Pfmw%EC AAST (;`Vo"*N(ft;pR%ETE DRAIN MANHOLE__ TEMPORARY P`AVEMENAT h A
AS A
2� CATC 'ftEWEr% MA"H`LE
H BASINS ADJACENT TO DRIVES ARE TO BE AT 2
MIN, FROM CURB CUT, N�T,S� (3Z M
MR ALL P&PES SEVER FO"'M A I IN' PREvAST CONCREI t Z�i K N U ZWM-)
NO 4 BAR$ AT 12" O.Cl.W.
A N�T.S,
A- 6" DEPRESSION N. T. S. 'to %; L E AN"VowUT MANHOLE
DIMENSION SCHEDULE CAMPBELL FOUNDRY kiTc
i
6�' TOP SOIL CAMPBELL FOUNDRY COMPANY PATTERN
COMPANY PATTERN NUMBER 3131C -TOP OF CONCRETE
NUMBER 3408 "REnCULINE GRATE'
FILTER FABRIC (ALL AROUND) -BICYCLE TYPE GRATE- FOR LAWN LOCATIONS CAMPBELL FRAME AND GRATE 8%8" DIP FLEXIBLE COUPLING
FOR PAVEMENT LOCATIONS FINIS14ED PATTERN NO. 2915 OR EQUAL
GRADE 4
A 1 1/4' 5" 4
44
HANGER PLATE
F
30"
mom
10 FINIAL UMAUr
6"x6 -
Mp
S Ul
00
4' MtN, COVER -
-.j
SHALL BE 24". 4
2-
4" PRECAST CONC.
2. PULL BOX TO BE USED IN
--PIPE, DIAM. "D"
GRASSEDAREAS ONLY.
0
00
8' MAX,
3. THE PRECAST CONCRETE STRUCTURE
LIFT
UNDER PIPE
SHALL COMPLY NTH ASTM SPEC.
C47&
2
4� ALL EXPOSED DUCTS AND CONDUITS
SHALL PROJECT 3" BEYOND THE WALL.
x
- - ------ ---98% COMPACTION
IN FILL SECTION
laws
5
y
T STED & CER��!nED
SPECIAL SIZES NOT LISTED CAN BE MFG UPON REQUEST
6�' TOP SOIL CAMPBELL FOUNDRY COMPANY PATTERN
COMPANY PATTERN NUMBER 3131C -TOP OF CONCRETE
NUMBER 3408 "REnCULINE GRATE'
FILTER FABRIC (ALL AROUND) -BICYCLE TYPE GRATE- FOR LAWN LOCATIONS CAMPBELL FRAME AND GRATE 8%8" DIP FLEXIBLE COUPLING
FOR PAVEMENT LOCATIONS FINIS14ED PATTERN NO. 2915 OR EQUAL
GRADE 4
A 1 1/4' 5" 4
44
HANGER PLATE
F
MAINTAIN 2' COVER OVER DRAIN LINE 8" P VC
BASEMENT FOOTING DRAIN
_j PVC SDR35 DRAIN 41 A 77�//
2'-0*, FOOTING DRAIN AT BUILDING
8" DIP (MIN, LENGTH 5')
4
INSIDE 4
OF SELECT FILL TO BE PLACED
PIPE MANHOLE) IN 8" LAYERS AND TAMPED
4
CONCRETE ENCASEMENT 6" Mi.
DAYLIGHT DRAIN IF POSSIBLE
ALL AROUND
IPROPOSED I
3 CB 8** DIP
4-
t 6" #2 CRUSHED 6- 6 -
NOTE:
6" PERFORATED PVC lk
J
FOOTING DRAIN INVERT AT BUILDING
MUST BE A MINIMUM OF 12' OVER
STONE x
SECTION
/-_j
RIM OF STRUCTURE USED FOR OUTLOW
'y 'y
4' -
NOTE:
CONCRETE BASE
8* 6 8 UNDISTURBED PRECAST STRUCTURES TO MEET FOOTING DRAIN 2:3 MIX
PLAN EARTH H-20 LOADING REQUIREMENTS
--DO NOT CONNECT ROOF DRAIN
-PROVIDE C.O. AT ALL BENDS AND
u
PRELC"AST DIK"AIN INLET 04111.) P R E Co' A S T YARO" Ug"' Ur"" rRAIN" v, D.
UU N U UN
LJKUV M N U "M 2Eo%11'0%L
JUNCTIONS AND AT 100' MAX, T A& HoftLE 'Or'
N.T.&
N.T.S. N.T.S.
''RT I @N%LRAIL
t;u AN U N
WHERE DIRECTED BY THE ENGINEER
N.TiS. FIN. GRADE TRENCH FOR PIPE
CAMPBELL FOUNDRY CO. NO. 3062 AFTER FILL BROUGHT
WITW Pi(V Wnlf:q r)P Apppn\irn i7r)
--7pV Lk J%.�\ y r J>q-oA'l-rver TT -\k _t
30"
10 FINIAL UMAUr
6"x6 -
Mp
S Ul
00
4' MtN, COVER -
-.j
MAINTAIN 2' COVER OVER DRAIN LINE 8" P VC
BASEMENT FOOTING DRAIN
_j PVC SDR35 DRAIN 41 A 77�//
2'-0*, FOOTING DRAIN AT BUILDING
8" DIP (MIN, LENGTH 5')
4
INSIDE 4
OF SELECT FILL TO BE PLACED
PIPE MANHOLE) IN 8" LAYERS AND TAMPED
4
CONCRETE ENCASEMENT 6" Mi.
DAYLIGHT DRAIN IF POSSIBLE
ALL AROUND
IPROPOSED I
3 CB 8** DIP
4-
t 6" #2 CRUSHED 6- 6 -
NOTE:
6" PERFORATED PVC lk
J
FOOTING DRAIN INVERT AT BUILDING
MUST BE A MINIMUM OF 12' OVER
STONE x
SECTION
/-_j
RIM OF STRUCTURE USED FOR OUTLOW
'y 'y
4' -
NOTE:
CONCRETE BASE
8* 6 8 UNDISTURBED PRECAST STRUCTURES TO MEET FOOTING DRAIN 2:3 MIX
PLAN EARTH H-20 LOADING REQUIREMENTS
--DO NOT CONNECT ROOF DRAIN
-PROVIDE C.O. AT ALL BENDS AND
u
PRELC"AST DIK"AIN INLET 04111.) P R E Co' A S T YARO" Ug"' Ur"" rRAIN" v, D.
UU N U UN
LJKUV M N U "M 2Eo%11'0%L
JUNCTIONS AND AT 100' MAX, T A& HoftLE 'Or'
N.T.&
N.T.S. N.T.S.
''RT I @N%LRAIL
t;u AN U N
WHERE DIRECTED BY THE ENGINEER
N.TiS. FIN. GRADE TRENCH FOR PIPE
CAMPBELL FOUNDRY CO. NO. 3062 AFTER FILL BROUGHT
WITW Pi(V Wnlf:q r)P Apppn\irn i7r)
--7pV Lk J%.�\ y r J>q-oA'l-rver TT -\k _t
4,
10 FINIAL UMAUr
6"x6 -
Mp
S Ul
INCHES
4' MtN, COVER -
4,
10 FINIAL UMAUr
1. MINIMUM COVER OVER CONDUIT
INCHES
4' MtN, COVER -
SHALL BE 24". 4
2-
4" PRECAST CONC.
2. PULL BOX TO BE USED IN
--PIPE, DIAM. "D"
GRASSEDAREAS ONLY.
0
00
8' MAX,
3. THE PRECAST CONCRETE STRUCTURE
LIFT
UNDER PIPE
SHALL COMPLY NTH ASTM SPEC.
C47&
2
4� ALL EXPOSED DUCTS AND CONDUITS
SHALL PROJECT 3" BEYOND THE WALL.
x
- - ------ ---98% COMPACTION
IN FILL SECTION
DUCTS SHALL BE PLUGGED AND
5
y
T STED & CER��!nED
4,
DIMENSIONS IN
INCHES
5
-0.
6
Z
4 I>
6 t>
SHORT PIECE OR SWEEP
I x
CA STORM, SEWER AND WATER PIPE:
I THE VILLAGE ENGINEER RESERVES THE RIGHT TO AUTHORIZE CHANGES FOR "OR EQUAL" PIPE MATERIAL FOR THE PROJECT,
e y IL CIP
4" "Cl OR
1/4" FT. OR A.0 -8,E. 'WATER, SEWER AND STORM LINE IN FILL SEC11ON
NOTE:
IF WALL EXISTS At PROPERTY LINE; EXTEND 1-7-98 PEBELLEFAI
SERVICE LINE UNDER WALL,
8"x4" DIP� TOWN APPROVED, "FERNCO"
WYE VK "MISSIO144 CPGI 7-18-97
R PVQ
RYE BROOK
7-10-47
CTAII
r%nkl'Ktrf%mnKl A" WVr�, TfN A" Vuc f%l no
DIMENSIONS IN
INCHES
SHORT PIECE OR SWEEP
I x
CA STORM, SEWER AND WATER PIPE:
I THE VILLAGE ENGINEER RESERVES THE RIGHT TO AUTHORIZE CHANGES FOR "OR EQUAL" PIPE MATERIAL FOR THE PROJECT,
e y IL CIP
4" "Cl OR
1/4" FT. OR A.0 -8,E. 'WATER, SEWER AND STORM LINE IN FILL SEC11ON
NOTE:
IF WALL EXISTS At PROPERTY LINE; EXTEND 1-7-98 PEBELLEFAI
SERVICE LINE UNDER WALL,
8"x4" DIP� TOWN APPROVED, "FERNCO"
WYE VK "MISSIO144 CPGI 7-18-97
R PVQ
RYE BROOK
7-10-47
CTAII
r%nkl'Ktrf%mnKl A" WVr�, TfN A" Vuc f%l no
T
im !!Ipo I!, 11111111 11, 11101011111111 NO I
�o
"VI
['vCttrD 12, oo�,
2V± VC
V A" J;
IOTT"`15LOCKS
50, R. ox, TOP :OF CURB
THER
(T Yp
v,
7-
JV (f YP'),
P'),
yp MIN. N,
. ....
rTER JOINT MIN,
GUTTER JOINT
i.
. .
18", (TYP)
FINAL PAVEMENT
PAVE ENT 1 1/2 -
:4111
1
3'
A r -7
CUT LEVEL TOP OF CURB
1 1/2" TOP COURSE
R.03. OR
N,Y.S.D.O.T, ITEM 403.170 D STONE
CRUSHE
FILTER MATERIA ASPHALT CONCRETE NOTE.
FOR UNDERDRAII PROPOSED
CB DRIVEWAY PROFILE
R.O.B. OR 2" BINDER COURSE�j 1. 10 FT OF UNDER DRAIN TO BE USED AT ALL UPHILL
20'
CRUSHED STONE N.Y,S.D.0,T. ITEM 403.1
L_//
N
L ASPH ALT CONCRETE LOCATIONS OF CATCH BASINS. (ADDITIONAL UNDERDRAIN
EER)
4" D
IA. MAY BE REQUIRED AS ORDERED BY THE VILLAGE ENGIN
4" BASE COURSEJ 2% �;LOPE
1 Lf
PERFORATED OR CONC.
N,Y�S.D.01'.ITEM 4� A � A I
POROUS PIPE 2, ON SITE MATERIAL MAY BE PERMITTED FOR USE AS PAVEMENT 1.24 MIK
SUBBASE PROVIDING THAT THE MATERIAL IS DRY, FREE DRAINING AND
8" SUBBASE, COURSE N.Y.S.D.O.T,
GRANULAR, AND MEETS N.Y.S,DO.T. SPECIFICATION 08304.02. THE
ITEM 304.02 COARSE L
-RANULAR MATERIAL. VILLAGE ENGINEER REQUIRES ON SITE MATERIAL TO BE CERTIFIED PRIOR TO 14's A
PERMITTING ITS USE�
SECTION TA
CURk B C 'u'" T ' D' E I L
1 ALL COURSES TO BE ROLLED WITH A TEN TON ROLLER. All
T"�? I C A L fr%t, 0 A D 0%1*3 C T 10 N
I I A nC* 0 A A f*% U1 A *-0 1Z 0 A W
v 1 8- 4" BASE COURSE.- N,Y,S.t).O.T. ITEM, 304.05 TYPE 4
4" SUB BASE COURSE- -2" GTONES
N_Y,S,D.C,'r, 1 1/2'
80'-0" R.O,*
6*
EMERUtNC Y AC'C E S S S E"C T 10 N
WT.&
PROPOSED SURFACE
40'-0" 40'-0'
2% SLOPE
74
44 4
4 n"
17
5'-O� SHOULDER .4
0 3500 LBS. AIR ENTRAINED CONCRETE
2
40
4 CURB
4�
CONC SIDEWALK CONC.CUR CONRETE WALL
FILL �< Y OTHERS
r
PER FT. L8 -
1/r PER FT. 12
NOTE:
2 EXPANSION JOINTS TO BE INSTALLED EVERY 10 FEET OR WHERE
F 2'-0" 2'-O� GROUND CHANGES IN BEARING CHARACTER. 8- 4" BASE COURSE- N.Y.S.0,0.17, ITEM, 304.05 TYPE 4
CUT B- 4" SUB BASE COURSE- N.Y.S.D.O.T. 1 1/2--2" STONE$
1 1/2- TOP COURSE "ON ""ARE" CURB
N.Y.S.D.O.T. ITEM 403,170 1 t
FILTER MATERIAL n ;11
r -Ru U.3r-u 1 A�) HALI UUNUHLIL I '.
FOR UNDERDRAIN 18 -0 5'-0" SHOULDER i0 M WATE" ACo" SS
CB S"A t< uE imL
R.O�B. OR_/ 2' BINDER COURSE F_ 4'-0'
1 1 N,Y.S.D.O.T. ITEM 403A N�T.&
u m u "afl c u r�JN c — — —
4" DIA, ASPHALT CONCRE E GONG. CUR
ERFORATED OR 4' BASE COURSE -J, I - PER FT, NOTE:
POROUS P!PE N.Y.S.D.O.T.ITEM 4.03.11 1/4" PER FT.
DETECTABLE WARNINGS SHALL BE PROVIDED OVER THE FULL WDTH
8" SUBBASE COURSE N Y.S.D.O.T. AND DEPTH OF CURB RAMP.
ITEM 304,02 COARS�_-j
GRANULAR MATERIAL J2'-011 CUTX 2 11 r)Pr)P ri IPQ AKIn PAKAP
N.Y.S.D.O.T. ITEM 403.170'r -j 1/4- PREMOLDED JOINT FILLER
ASPHALT CONCRETE ROPOSED R.O.B. OR DEPRESSE 1/4" EXP. JOINT
NOTE: p CRUSHED STONE A
FILTER MATERIALJ'I .4 A
2" BINDER COURSE CB 1" 11 A A
FOR UNDERDRAIN 1 1 ' w � 0 ),UUV f-ZA
1. 10 FT OF UNDER DRAIN TO BE USED AT ALL UPHILL N.Y.S.D.O.T. ITEM 403.1 PERFORATED OR `4 4
ASPHALT CONCRETE _j POROUS PIPE A, A
LOCATIONS OF CATCH BASINS. (ADDITIONAL UNDERDRAIN
MAY BE REQUIRED AS ORDERED BY THE VILLAGE ENGINEER) 4" BASE COURSE 6" BANKRUN FILL -
N. Y.5,D.O. T. ITEM 40311 NYS ITEM 304.02
2., ON SITE MATERIAL MAY BE PERMITTED FOR USE AS PAVEMENT- t
SUBBASE PROVIDING THAT THE MATERIAL IS DRY, FREE DRAINING AND 8" SUBBASE COURSE N.Y.S.D.O.T.
GRANULAR, AND MEETS N.Y.S.D.O.T. SPECIFICATION 08304.02. THE ITEM 304.02 COARS
GRANULAR MATERIAL. M441mum �At 9 1y1q/1 'If
VILLAGE ENGINEER REQUIRES ON SITE MATERIAL TO BE CERTIFIED PRIOR TO WA 1/4- PREMOLDED
PERMITTING ITS USE. JOINT FILLER
-EN
3. ALL COURSES TO BE ROLLED WTH A TEN TON ROLLER. n?1k`;"AL R0""'AD SEC"nON -EXPANSION JOINTS AT MAX. 16' C TERS__j ---CURB
STRUCK JOINTS SPACED 4' C TO C
"ALLAGE R"""ADWA""
u T 80 R. 0. W.
X
SO
"VI
['vCttrD 12, oo�,
2V± VC
20' ± VC
5
AIA,
"VI
['vCttrD 12, oo�,
I
"s
2'-6" MAX.
V-6" MIN.
FLEXIOLE,',,HOSE CONNECTION,'
TO.'NEAREST
DISCHARGE MULLER "CENTURION'
CAT. NO. A-421 THREAD SIZE TO BE CONFIRMED
CATCH, BASIN
BY THE WATER COMPANY
PRIOR TO INSTALLATION
y 1111z/1 `1/
DEFLECT PIPE AS PER
GRADE
AS DIRECTED BY FIN. GRADE 0
WATER DISTRICT mmuwmmls, RECoWENDAr4ks EDGE OF PAVEMENT
WATER LINE
7717"ll OR CURB
00
4 FINAL GRADE
CURB SHUT —THREADED FOR
OFF VALVE MIN
MAL CONDITIONS HOSE, CONNECTION
EXISTINO 'D GRADE
ORPROPOSE SEWER OR NOR
VALVE BOX,
CAPPED ME11
DRAIN LINE
WATER
NOT IN USE
BANKRUN OR SUITABLE
GATE BOX
N. BACKFILL, AS DETERMINED
10 MI
TOP SECTION,
BY THE WATER WORKS
SEE NOTE
WHEN DIRECTED DRAIN HOLES TO BE
ORATON TAP N07E
STORM OR GATE BOX
10, PLUGGED IN AREAS OF HIGH GROUND
FOR ANY CONDITIONS OT14ER THAN SHOWN ABOVE THE FOLLOWING SANITARY SEWER
'd WATER. (SEE NOTE 5>
BOTTOM SECTION,
SELF BLEDING
REQUIREMENTS SHALL BE MET. THE JOINTS OF THE SANITARY SEWER
NOTE:
M OF 10' FROM THE POINT CONTROL VALVE
SERVICE LINE OR STORM DRAIN S14ALL BE A MINIMU
OF CROSSING AND THE SANITARY SM SHALL BE CLASS 100 Will A 10' HORIZONTAL SEPARATION CANNOT BE OBTAINED DUE TO
2 LAYERS OF TARPAPER OVER
FIELD CONDITIONS, THE VERTICAL CLEAR DISTANCE SHALL BE A MINIMUM OF Off 6" VALVE AND VALVE BOX TO BE
-STONE
PRESSURE PIPE THE STORM DRAIN SHALL BE DUCTILE IRON. EDUCER—SIZE ADAPTED 1 1/2
18' HOWEVER, AN EXCEPTION TO THE 10' MINIMUM HORIZONTAL SEPARATION
s MUELLER CAT. NO., 2380 OR
TO BLOW OFF -DIAMETER IX
REQUIRES SEPARATE APPROVAL OF THE WESTCHESTER COUNTY HEALTH DEPT. 90 DEG. BEN APPROVED EQUAL
N/ S WE 0"AtER
CRO SINV OF WAmR tj u DISTRIBUTION
MAIN 2000 PSI CONCRETE OR STONE
sk A144p A y 0%9"
�4 5
�x
SEPARATION OF WATER MARNS AND ANCHORAGE AGAINST UNDISTURBED
SAN ykR SEWER OR,, STORM DRAIN EARTH RODDING BETWEEN TEE AND VALVE
AND BETWEEN VALVE AND HYDRANT,
"WERS Oam L L INSIA A N (SEE NOTE 3)
VARIES N.T.S. RA LLA 'no, 11
4�
.4
CONCRETE A� 4
.4
WATER MAIN
NOTE$. BRACING 24" OR 30" IN LENGTH SPOOL PIECE NOTE: THRUST BLOCK
0\
L4- Al
-OR DUCTILE IRON CL.54
I WATER DISTRICT TO AND INSTALL CORPORATION TAP, SERVICE TYPE "K" COPPER WATER MAIN TO BE PLACED ON UNDISTURBED EARTH.
LINE. AND CURB SHUT I OFF VALVE AND VALVE BOX.
STONE, CONCRETE OR CONC E L K,
2. CONTRACTOR TO EXCAVATE, MAINTAIN, BACKFILL, AND RESTORE TR MINIMUM 6" THICK AND 12" SQUARE
ENCH FOR THE TAP,
It
SERVICE LINE, AND CURB SHUT OFF VALVE.
1. 4 OR 6 BLOW OFF ""IR ENK0 *;H Ou" E 1" AAIL FOR WATER LINE +
4" MINIMUM 7
3. CONTRACTOR TO TAKE OUT PERMIT, PAY FEE, AND TO FOLLOW ALL RULES AND N.T.S. LIMITS OF 1 1/2- STONE FOR
REGULATIONS OF THE LOCAL UTILITY AGENCY. 4
SANITARY SEWER OR STORM DRAIN (PRESSURE PIPE)
N, T. S. DRAINAGE. (SEE NOTE 4)
WATER
ItK StR M UNE LATERAL 6" LATERAL
WA V! C
18"
N.T�S� EXISTING NOTES:
WATER LINE WATER MAIN
18' MINIMUM TAPPING SLEEVE I. PUMPER OUTLET SHALL FACE STREET; HOSE OUTLETS SHALL BE PARALLEL TO STREET.
L/2 L '2
NORMAL CONDITIONS
2. PLUMPNESS OF HYDRANT TO BE CHECKED IN TWO DIRECTIONS, 90* APART.
3. RODDING SHALL CONSIST OF TWO THREADED RODS CAREFULLY COATED WITH
HOUSE. STORM, OR SANITARY SEWER 3/4'
BITUMASTIC PAINT. RODDING MAY BE OMITTED BETWEEN THE MAIN AND LATERAL VALVE
UNUSUAL CONDITIONS ONLY W14ERE A TAPPING VALVE OR HYDRANT VALVE ANCHORING TEE IS USED.
BENEATH SEV0 LINE $TOR DRAIN,
WHERE WATER I -INC PAS50 OR M WATER MAINS PASSING UNDER SEWERS SHALL HAW A VERTICAL CLEARANCE OF 4. 1 1/2- STONE SHALL BE PLACED AROUND THE HYDRANT FROM THE BOTTOM OF THE
3 16" MIN. 13ETWEEN THE SEWER AND WATER MAIN AND THE SEWtR SHALL BE TRENCH, BUT AT LEAST 6" BELLOW THE BASE OF THE HYDRANT TO 6" ABOVE THE WASTE
THE JONTS OF THE PIPE INHALI PC A MIN� OF 10' FROM Of POINT OF
SVPPORTED AS DIRECTED BY THE ENGINEER TO THE EXTENT FEASIBLE, JOINTS
ROADWAY W10114 CRIOSSINC, AND THf SANITARY �TWLR SHALL OF CLASS 100 PRISSiRE OPENING AND TO A DISTANCE OF 12" AROUND THE ELBOW.
T PIPE A THf ST(ft DRAIN 1,44ALI OE 0OCTILE IRON Pft� IN THE WATER MAIN SHALL BE KEPT AS FAR AS P05SIBLE FROM THE 'SEWER.
WERE AN 18" SEPARAtION CANNOT Br OBTAINED DUE TO FIELD CONDITIONS, 5. HYDRANTS WTH PLUGGED DRAINS SHALL HAVE A 3" BLACK CIRCLE PAINTED DIRECTLY
SEPARATE APPROVAL OF THE WESTCHESTER COUN'IY HEALTH DEPARTMENT SHALL UNDER THE PUMPE OU L .
BE REOUIWA) VALVE-
MAXIMOM LIFT 8* TW
CROSSING OF WATER LINE Uk N&A ato XR PROPOSED WATER MAIN 6. HYDRANT DRAINS TO BE PLUGGED WHERE THE WATER TABLE 15 WITHIN 7 FEET OF
FINISHED GRADE. WEN THE DRAINS AR PLUGGED; THE BARRELS MUST BE PUMPED DRY
AFTER USE DURING FREEZING WEATHER. WHERE HYDRANT DRAINS ARE NOT PLUGGED, A
S - NITA GRAVEL POCKET OR DRY WELL SHALL BE PROVIDED UNLESS THE NATURAL SOILS WILL
A RY__5.EWER_0.R STORM DRAIN S E P" A R A A nON" OF WATM MAINS AND
WX MW" Of". TY COWACTO PROVIDE ADEQUATE DRAINAGE, HYDRANT DRAINS SHALL NOT BE CONNECTED TO
L iL I k A OR LOCATED WITHN 10 FT� OF SANITARY SEWERS OR STORM DRAINS,
44
"ll mc $urfl NI SEWER CROSSIN'ftS "'IST. WATER All"
COIN IN E Cl 01ill TO E*A m 1\4
N,T S, N, T, S.
H1 UKANT SEI I INIL;
-HE J
NOTE: T STRAP OR
N,T
FIELD STRAP AND 3/40 x 1/ 16 DEOXIDIZED
CONNECTIONS SHALL BE COPPER JUMPER STRAP
COA1 0 NTH AN EPDXY
AFTER INSTALLATION,
TING 5 E SHOP APPLIED
BENCH EMS UOCRAO PROTECT STRAP WHEN
IS GREATER
*fw SLOPE TERMINAL STRAP
TNAN 1 ON 3 KORIZONTAL BACKFILLING. NEW
WA R MAIN
ALTERNATE FIELD APPLIED TEE
COPPER TERMINAL STRAP 1/4- THICK STEEL STRAP (2- WIDE)
STEEL ANCHOR 801-T
1/2
V DWA"i INVI* AALLAO"IION IN FILL
R'"i
NUT
COfiF,1CATION OF COMPACTION COMPLIANCE BY A N.Y.S.—P.E.
OR N.Y.S. APPROVED TESTING LAB IS REQUIRED FOR ALL FILL
F 25 FT a
ARtAS UNDER PROPOSED ROADWAY + 10 FEET AND A7, 4
A A
C14 HYDRANT
STATIONS IN EACH LIFT OF FILL PLACED UNDER PROPOSED 4
LSHOP WELD a a
ROADWAY. 4 44 A
A
A
2-4
-4ti 0 BEND
0
N.
u ELECTR
E T /A-\
r I L
ICALL CONDUCTIVE
SECTION
X
"ECH. JOINTS
STRAPS FOR VALVE
BELL
BACK OF CURB
"ELECTRO- BOND" COPPER STRAPS AS MANIJ. BY U.S. PIPE 1/4- THICK STEEL STRAP (2- WIDE)
AND FOUNDRY CO. OR APPROVED EQUAL. CURB
r
IMUM -04-JIL
18 ONDITIONS
, �7\777�
'_0 'A
L LIO�MIN.
Y—O' r, SOLT
PIPE
ROAD WA Y
_T _AA4
DAA40 Ail F NOTE:
o;l
NOTES.
1. 2500 PSI CONCRETE TO BE USED
1 BLOCK DIMENSIONS ARE BASED UPON
Ilk
SOIL BEARING PRESSURE OF 2000 PSI
AND WATER PRESSURE OF 150 PSI
mom
aM
son
SIM
110=1
MVAQ�
[mv.
M#IE.0
ma
Emmommu.:,
m,
�*Xmuw��W
#
mil
&mom
WE
M�w *mom
mula
lamm
fiw�
o;l
NOTES.
1. 2500 PSI CONCRETE TO BE USED
1 BLOCK DIMENSIONS ARE BASED UPON
Ilk
SOIL BEARING PRESSURE OF 2000 PSI
AND WATER PRESSURE OF 150 PSI
F-"R*A 1/2 STEEL, . ANCHOR PROVIDF CONCRFTF THRUST BLOCKS. CLAMPS. TIE RODS. ETC. AS REQUIRED.
DLV I Z, W/ NU 1,� j I - . -
K
IT
BRANCH OF TEE ALTERNATE INSTALLATION OF HYDRAN
3000 LB. CONCRETE
N.T�S-
UNDISTURBED GROUND
4v 0.!D -
MAX SLOPE 2% FOR 10*
NOTE:
BLOCK TO BE
POURED AGAINST
UNDISTURBED
EARTH PLAN
ANCHORS TO BE PLACED AT THE FOLLOWING INTERVALS:
-SLOPES 20 TO 35%, NOT OVER 36' CENTER TO CENTER.
-SLOPES 35 TO 507., NOT OVER 24' CENTER TO CENTER
-SLOPES 507o, AND GREATER NOT OVER 16' CENTER TO �ENTER. V) X 4
-FIRST ANCHOR TO BE PLACED AT THE BELL OF THE FIRST Ui < UPPER
LENGTH OF PIPE LEAVING MANHOLE, OR AS DIRECTED BY THE GRADE
ENGINEER. RANDOM LAID STONE
AVERAGE WEIGHT OF
4
NOTES:
co x
_j 1. 2500 PSI CONCRETE TO BE USED TO BE USED FOR ALL UTILITIES <
13 — — TOP RAIL— 1 5/8" 0
2. BLOCK DIMENSIONS ARE BASED UPON :20 _j
SOIL BEARING PRESSURE OF 2000 PSI , Z LLJ
Akin UJAIT'D ODCCOZ"DC nr if:�n D(Zil < b a)
ZkAL VtAjKfNk;� TZ� Lt,�� VM VTA1r_M > —
w C14
WHERE SOIL BEARING IS LESS OR WATER
PRESSURE IS GREATER. A SPECIAL
DESIGN WILL BE REQUIRED. NOTES: M PRESSURE IS GREATER, A SPECIAL
!a DESIGN WILL BE'REOUIRED.
4
4 3., WHERE 90* CREST VERTICAL BEND IS PLAN 1 . 2500 PSI CONCRETE TO BE USED
REQUIRED APPROVAL MUST FIRST BE 2. BLOCK DIMENSIONS ARE BASED UPON
RESTRAININ 4�# SECTION AA 2" MESH, 9 GA. N.Y.S.D.O.T,
OBTAINED FROM THE ENGINEER. A A SOIL BEARING PRESSURE OF 2000 PSI TEES W COMPACTED
SECTION 710-03, VINYL uj
BANDS,
SPECIAL DESIGN WILL BE REQUIRED. AND WATER PRESSURE OF 150 PSI GRAVEL
N.T.S.
NOTE 4, COATED 7 MIL. 2" PVC WEEP HOLES
.4d 4. 2-#§ REINFORCING RODS REWIRED FOR 116" SECTION AA MERE SOIL BEARING IS LESS OR WATER AT 10'- 0" 0. C.
a PRE
45* SEND; 1#6 REINFORCING ROD REQUIRED SSURE IS GREATER, A SPECIAL
FOR AH
OTHER BENDS. EXPOSED BARS TO L DESIGN WILL BE REQUIRED.
ATAL @w Wz�
HORIZON BE
BE PROVIDED WITH PROTECTIVE COATING. C14
71
N.T.S.
X.
',ELEVATION
�'JNOTE:
'AL BENDS
VF*RTI,
A
IN AQDt`nON TO THE CONCRETE THRUST BLOCKS. ALL FITTINGS TO BE TIED TOGETHER WITH 3/4
5;1:22
,GALVANIZED THREAbED''RODS, AND ANY OTHER SPECIALS AS DIRECTED BY THE WATER DISTRICT.
J
'CA
..............
A
son
SIM
MVAQ�
#
&mom
WE
M�w *mom
mula
fiw�
F-"R*A 1/2 STEEL, . ANCHOR PROVIDF CONCRFTF THRUST BLOCKS. CLAMPS. TIE RODS. ETC. AS REQUIRED.
DLV I Z, W/ NU 1,� j I - . -
K
IT
BRANCH OF TEE ALTERNATE INSTALLATION OF HYDRAN
3000 LB. CONCRETE
N.T�S-
UNDISTURBED GROUND
4v 0.!D -
MAX SLOPE 2% FOR 10*
NOTE:
BLOCK TO BE
POURED AGAINST
UNDISTURBED
EARTH PLAN
ANCHORS TO BE PLACED AT THE FOLLOWING INTERVALS:
-SLOPES 20 TO 35%, NOT OVER 36' CENTER TO CENTER.
-SLOPES 35 TO 507., NOT OVER 24' CENTER TO CENTER
-SLOPES 507o, AND GREATER NOT OVER 16' CENTER TO �ENTER. V) X 4
-FIRST ANCHOR TO BE PLACED AT THE BELL OF THE FIRST Ui < UPPER
LENGTH OF PIPE LEAVING MANHOLE, OR AS DIRECTED BY THE GRADE
ENGINEER. RANDOM LAID STONE
AVERAGE WEIGHT OF
4
NOTES:
co x
_j 1. 2500 PSI CONCRETE TO BE USED TO BE USED FOR ALL UTILITIES <
13 — — TOP RAIL— 1 5/8" 0
2. BLOCK DIMENSIONS ARE BASED UPON :20 _j
SOIL BEARING PRESSURE OF 2000 PSI , Z LLJ
Akin UJAIT'D ODCCOZ"DC nr if:�n D(Zil < b a)
ZkAL VtAjKfNk;� TZ� Lt,�� VM VTA1r_M > —
w C14
WHERE SOIL BEARING IS LESS OR WATER
PRESSURE IS GREATER. A SPECIAL
DESIGN WILL BE REQUIRED. NOTES: M PRESSURE IS GREATER, A SPECIAL
!a DESIGN WILL BE'REOUIRED.
4
4 3., WHERE 90* CREST VERTICAL BEND IS PLAN 1 . 2500 PSI CONCRETE TO BE USED
REQUIRED APPROVAL MUST FIRST BE 2. BLOCK DIMENSIONS ARE BASED UPON
RESTRAININ 4�# SECTION AA 2" MESH, 9 GA. N.Y.S.D.O.T,
OBTAINED FROM THE ENGINEER. A A SOIL BEARING PRESSURE OF 2000 PSI TEES W COMPACTED
SECTION 710-03, VINYL uj
BANDS,
SPECIAL DESIGN WILL BE REQUIRED. AND WATER PRESSURE OF 150 PSI GRAVEL
N.T.S.
NOTE 4, COATED 7 MIL. 2" PVC WEEP HOLES
.4d 4. 2-#§ REINFORCING RODS REWIRED FOR 116" SECTION AA MERE SOIL BEARING IS LESS OR WATER AT 10'- 0" 0. C.
a PRE
45* SEND; 1#6 REINFORCING ROD REQUIRED SSURE IS GREATER, A SPECIAL
FOR AH
OTHER BENDS. EXPOSED BARS TO L DESIGN WILL BE REQUIRED.
ATAL @w Wz�
HORIZON BE
BE PROVIDED WITH PROTECTIVE COATING. C14
71
N.T.S.
X.
',ELEVATION
�'JNOTE:
'AL BENDS
VF*RTI,
A
IN AQDt`nON TO THE CONCRETE THRUST BLOCKS. ALL FITTINGS TO BE TIED TOGETHER WITH 3/4
5;1:22
,GALVANIZED THREAbED''RODS, AND ANY OTHER SPECIALS AS DIRECTED BY THE WATER DISTRICT.
J
'CA
..............
A
2 1 2 POSTS
VARIES NO
4 10'-0" C to C
it 40% OF TOTAL WALL HEIGH'.
MIDDLE 'PAIL 1 5/8" NOTE:
1. THE FIELDSTONE WALLS DESIGN SHOULD ONLY BE USED FOR 6 -
VERTICAL GRADE SEPARATIONS OF 4 FEET OR LESS ON SITE.
BLOCKS TO BE POURED BOTTOM RAIL 1 5/8" 0 2. ALL WALLS GREATER THAN 4' OR WALLS RETAINING A SLOPE
GREATER THAN 2% ARE NOT TO BE DESIGNED BY
AGAINST UNDISTURBED
EARTH DOLPH ROTFELD ENGINEERING, P.C.
PLAN ELEVATION 0
17 117 1 F )q"rl "^rk#ja F P F T A I N I AN(Z' WAI I
NOTES:-
N.T.S.
xz
/\ K�/
4. . , I " N
0
A 12"X1 2"
1: 2: 4: MIX
1-23-98
1. 2500 PSI CONCRETE TO BE USED
BLOCK DIMENSIONS ARE BASED UPON
1-7-98
2. K t5t.LLtt I r4c,
SO4L BEARING PRESSURE OF 2000 PSI
A 8"15-97 V11 I AC3F OF
AND WATER PRESSURE OF 150 PSI O'd I
son
SIM
#
WE
mula
2 1 2 POSTS
VARIES NO
4 10'-0" C to C
it 40% OF TOTAL WALL HEIGH'.
MIDDLE 'PAIL 1 5/8" NOTE:
1. THE FIELDSTONE WALLS DESIGN SHOULD ONLY BE USED FOR 6 -
VERTICAL GRADE SEPARATIONS OF 4 FEET OR LESS ON SITE.
BLOCKS TO BE POURED BOTTOM RAIL 1 5/8" 0 2. ALL WALLS GREATER THAN 4' OR WALLS RETAINING A SLOPE
GREATER THAN 2% ARE NOT TO BE DESIGNED BY
AGAINST UNDISTURBED
EARTH DOLPH ROTFELD ENGINEERING, P.C.
PLAN ELEVATION 0
17 117 1 F )q"rl "^rk#ja F P F T A I N I AN(Z' WAI I
NOTES:-
N.T.S.
xz
/\ K�/
4. . , I " N
0
A 12"X1 2"
1: 2: 4: MIX
1-23-98
1. 2500 PSI CONCRETE TO BE USED
BLOCK DIMENSIONS ARE BASED UPON
1-7-98
2. K t5t.LLtt I r4c,
SO4L BEARING PRESSURE OF 2000 PSI
A 8"15-97 V11 I AC3F OF
AND WATER PRESSURE OF 150 PSI O'd I
FLOW CHANNEL STABIUZATION
CHANNEL
SWALE TREATMENT
GRADE
.3do (FT)
0.5 - 3.0%
SEED AND STRAW MULCH
3.1 - 5.0%
SEED AND JUTE MESH
6"-8"
OR REVEGETATION MAT
5�1 - 10%
LINEO - RIPRAP 8'
6"-87
CHINKED
10A% OR
75-100 LB. STONED
GREATER
CHINKED
- - - . , - - , '' , - - - . - __j I W 1 V t � L_ L.) L_ I q U, i X L_ r,� t L_ I I I I I �1 14 Z_ ,_ L�4 L_ 11� I � L_ L_
ITEM 304.02 COARSE
GRANULAR MATERIAL 4 1 ""AL HOUSE 'SZWER CLEANOUT DETAIL
TTPIU
N. T. S.
,TYPICAL ROAD SECTION
4 NO.3 REINFORCING RODS 301)
ROAD 5 & 5A DIST, AS PER LOTS REQUIRING 'VENT (BASED ON FIN. FLOOR ELEV.)
3500 PSI CONCRETE FACE OF CURB VILLAGE
BUILDING CODE 1-6
FIRST FLOOR 8-16
A
122-127
PER"IMETER SWALE-
N�Ts. 142-146
155, 157, 158
'129, 230
'A4 NOTE: 234-236, 238
A 6'x6x48" GRANITE MONUMENT MAY 31-6" 248, 249
BE SUBSTITUTED. 180, 181, 189
IF GROUND SLOPES, MONUMENT SHAU
BE SET 1' ABOVE THE HIGH SIDE, IF
NE REVEAL IN THE LOW SIDE IS MORE
E T A I L P E T T14AN 6", THE GROUND SHALL BE GRADED lx� HOUSE FOUNDATION STEEL PLATE COVER
TO PROVIDE A 6' REVEAL.
COSSUL 7A 0 A PPRO W APPROPRIA /T PF7A L 5 WALL
FINISHED GRAD
IF ROCK IS ENCOUNTERED, DRILL OUT ROCK TO AT LEAST 12
VEGETATED LININGS FOR WATER QUALITY SWALES ANDISET MONUMENT IN CONCRETE. NOTES:
LOC6TION CHANNEL LINING QHECK DAM 11 A 1. GUIDE RAIL BOX BEAM WITH POST
MONUMENT AT 6'-0" O.C.
0-2% sloped shannet. Seeded and Mulched 75' o,c.
N. T� S. 2. N. Y. S. D. 0. T. STANDARD DETAIL FOR BOX BEAM
2-57 stoped channel Seeded and Mulched 3 5' o, c, GUIDE RAILS. THE LOWEST HOUSE FIXTURE
WATER QUALITY SWALE 2' DEEP, 5-10% sloped channel Seeded and Mulched 15' o,c, 3. N.Y.S.D.O.T. 606.10 FOR BOX BEAM GUIDE RAILING. MUST BE AT AN ELEVATION 4" DIP
NOTE:
WIDTH VARIES 4* TO 11 REFER TO PLAN Erosion Control Blanket 4. N. Y. S. D. 0. T. 606-3R4 & 606-4R1 FOR ANCHORAGE UNITS. HIGHER THAN THE MAIN
LINE UPSTREAM MANHOLE OR XHCI1_ 2'X2' SO,
At( channels within Seeded and tined with PLACEMENT TO BE DETERMINED BY THE VILLAGE 'HICH THE SERVICE
3. SIDE SLOPE OR LESS AT W 6" SOLID CONC.
100' of pipe outlet Erosion Control Blanket See note 2 ENGINEER AND INSTALLED TO THE SATISFACTION OF
BOX BEAM GUIDE RAIL CONNECTS OR A VENT WLL
THE VILLAGE ENGINEER PRIOR TO ROAD DEDICATION. BE REQUIRED. BLOCK (TYP.)
BROKEN STONE CHECKDAM 18" HIGH SEED MIXTURE FOR S'�VALES OR PRECAST
NOMINAL 3" STONE Apply seed mix at the rate of 5 # per 1000 SF (220#/ac.)
-31 Talt Fescue Approved Equal
55% KY
2 0% Kentucky Bluegrass Lofts 'Moist/Acid Mix' 17-6"
10% Pereniat Ryegrass 4" DIP OR XHCIP
5% Clover
5% Redtop
FLOW
0 57 Poa Tridatis
SEED AND STABILIZE AS PER
11,40W 7D
SOIL EROSION AND SEDIMENT NOTES�
4" CONC. SLAB
CONTROL PLAN bio-degradabte excelsior 12" CL. "A" CONC.
(1) Erosion Control Blanket (ECB) shall be 6"6%3/8" POST (FILL WITH TYPE 'C" CONC.) TYP.
Type S150 as
manufactured by North American Green, or approved equal.
(2) Diesign Criterlai ECB lining shall be used for velocities not 6 -
exceeding 5.0 fps and or water quality swates not exceeding 10% 1 .6 "Al MECH. JOINT (TYP.)
s 4'X4"x3/16" TUBE
Lope,
(3) Stone energy dissipator shall be installed at pipe outtets to
L
reduce velocities to Less than 5.0 fps, 4"X4"X4" TEE
INSTALLATIONi SEE SIDE VIEW SEE SIDE MEW
(1) Establish water quality swates as soon as possible in the
construction sequence.
swake to Line, grade and cross-section specified,
CHANNEL LINING: LINE WITH BIO -DEGRADABLE (2) GrQdc
EROSION CONTROL EILANKET WHERE SWALE IS (3) Rake swate smooth and free of irregularities or protrusions RE0.113ILD"ENTIAL 1-1100"USE f.'*3EWER VEN" T
prior to seeding,
OVER 5% SLOPE OR WITHIN 100' OF PIPE OUTLET. (4) Apply seed prior to installing ECB. L -.J L
PLAN VIEW
SEED AS SPECIFIED (5) ECB shalt be installed according to manufacturer's specifications.
MAINTENANCE1 N.T�S.
(1) Inspect swaLes after every rain event and repair as needed to
WATER QUALIT'T SWALE maintain f unctfon�
(2) Do not mow grassed swaLes,
TIM MIU_ER ASSOCIATES, INC. N.T.S.
-0�'0/ TUBE LOW FLOW CHANNEL
15 MAIN, STREET 4 _1 6 W7 -10D
W7 -IOD W"=_ T (SEE GRADING PLAN FOR LOCATION)
COLD SPRING , NEW YORK 2rx2e 24x24" W=DO+
DESIGNED' BY. LOCK AND PIN IN PLACE 3010 X
7-
-C)
HERITAGE (6130
METAL HALIDE 175W
UATLI. KI"T AMM VAJACUCO
3/4 CARRIAGE BOLT 21 " x 43"
f
1"xEl" P.T. WOOD CAP 8" DIAMETER
3"x1O" P.T, WOOD RAIL R55 FINISH, GRADE PLAN
STONES 25 LBS
3/4 14 t"
3/4" CHAMFER
SLOPE IN STORM
0 0 ir
DRAWING SYMBOL
WATER TREATMENT AREA
SEE PLAN FOR LOCATION
0-
Vffix15 CORTEN POST
END
SECTION
DIMENSIONS
STONE
La (FT) W (FT)
.3do (FT)
SIZE nIN
ES -A
15, 17'-6'
7-6*
6"-8"
ES -B
13' 15,-0"
6,-0"
6"-87
ES -C
26' 30'-0"
12'-0"
10'-12"
ES -D
81 91-3.
S-9"
6" -8 -
ES -E
11, 12'-3"
S-9-
61$-8"
ES -F
13' 15�-O'
6'-0"
6' -8 -
ES -G
14' 17'-0*
9,-0"
6' -8 -
ES -K
10! 11,-6,
4'-6-
6 -8.,
ES_ L
16,-0"
61-0.
6"-8"
IES
9'-3-
31-9.
6* -e
ES__�OM8111'.
12'-3-
31-9.
6'-8-
g
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4
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HIGH POINT VILLAGE
VILLAGE OF
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12-10-97 WESTCHESTER COUNTY, NEW YORK
11-25-97 OVERALL_ LANDSCAPE PLAN
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ORCHESTRATING
AWARD WINNING ENVIRONMENTS
13230 Summit Sq. Center 200 Rt. 9 North
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Langhorne, PA 19047 Manalapan, NI 07726
FAX 732 - 577 - 9888
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WESTCHESTER COUNTY, NEW YORK
Copyright 1997
11-25-97
OVERALL,LANP;$CAPE PLAN
CL
10-31-97
Rev: 9-17-97
Orig: 4-23-97
design by, DR
drawn by: JLF
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ORCHESTRATING
A WA R,D WINNING ENVIRONMENTS
13230 Summit Sq. Center 200 Rt� 9 North
RL 413 & Doublewoods Rd. P.O. Box 800
Langhorne, PA 19047 Manalapan, NJ 07726
FAX 732 - 577 - 9888
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NOTE:
BROKEN BRANCHES FROM
GRADING SHALL BE PRUNED
THE UNDERSTORY WITHIN THE
UNDESTURSED AREA SHALL AlICASTING STONE WALLS ALONG THE PERIMETER
BE LEFT IN IT I S NATURAL STATE. /< OF THE PROPE9TY WILL BE RECONSTRUCTED IF DISTURBED T/:�>2E—iE— T
DURING SITE CONS�TRUCTION
ANY ALTERATIONS OR REVISIONS OF THESE PLANS, UNLESS
DONE BY OR UNDER THE DIRECTION OF THE NYS LICENSED
AND REGISTERED ENGINEER THAT PREPARED THEM, IS A
VIOLATIOIN OF THE NYS EDUCATION LAW.
I
GRAPHIC SCALE
50 0 25 50 loo 200
IN FEET
I inch = 50 ft,
HIGH P01i"N'T VILLAGE
VILLAGE OF
RYEBROOK
5 — —'2-7 — 98
12-10-97
WESTCHESTER COUNTY, NEW YORK
Copyright 1997
11-25-97
OVERALL,LANP;$CAPE PLAN
CL
10-31-97
Rev: 9-17-97
Orig: 4-23-97
design by, DR
drawn by: JLF
chkd by,
ORCHESTRATING
A WA R,D WINNING ENVIRONMENTS
13230 Summit Sq. Center 200 Rt� 9 North
RL 413 & Doublewoods Rd. P.O. Box 800
Langhorne, PA 19047 Manalapan, NJ 07726
FAX 732 - 577 - 9888
L A N D S C A P E S L. L. C. 7 3 2 - 8 6 6 - 0 4 0 0
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12-10-97
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12-10-
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11-25-97
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Rev. 9-17-97
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ORCHESTRATING sheet
+ AWARD WINNING ENVIRONMENTS
13230 Summit Sq. Center 200 Rt, 9 North
Rt. 413 & Doublewoods Rd. P.0, Box 800
Langhorne, PA 19047 Manalapan, NJ 07726
FAX 732 - 577 - 9888
7 3 2 8 6 6 0 4 0 0
L A N D S CA P E S L. L. C.
MORTAR JOINT (TYP)
SX6XI2 GRANITE BLOCK, INSTALL IN RUNNING BOND PATTEF
MORTAR SETTING BED
REINFORCED CONCRETE. CLASS a . WITH 6x6 J10 WWF
DENSE GRADED AGGREGATE BASE COURSE, e THICK
COMPACTED SUBGRADE
SOJOkE 0 -1-
BUM S GROUND COVER MATERIAL SHALL BEAR SAME
=L = =00IM41M ANNMTNWVAW1iQt� D BROKEN 4-A 2 1 19 . .01--a 'I =
DECIDUOUS SHRUBS PC* if amw AN RELATION TO FINISHED GRADE AS IT BORE TO
DECIDUOUS TREES 3 * O.D. CEDAR STAKES PLACED ALONG DIRE ON OF PREVAILING PREVIOUS GRADE IN THE NURSERY
WINDS. STAKES AND GUY WIRES 7 3'RDS UP TREE OR ALL
So BUDDLEK DAVIDO TLACK KNIGHT* BLACK KNMIT BUTTERFLY OUSH 2' HT. #3 CAN SPACING VARIES
0 AR lie AM RUBRUM IRED SUNSEr Am SUNSET no MAPLE 12-14' HT�. 24-,r CAL 0" JUST AT FIRST BRANCHES. DRIVE OUGHT ANGLE THEN I SEE PLAN <
DRAW VERTICAL WITH ALL STAKES AT SAME HEIGHT
BOB 0 Aft 30 AM *U9IkQ WTOM OUW OCTOW WW RED MAPUE 12-14' HT., 24-1 CAL W
CA 26 CLETHAA ALNFOIJA SLAWER 2.5-Y HT. GUYING CABLE - PROVIDE 3 PER TREE Div 0 iW&PIT GRO�JND COVER PLANT - SEE PLANT LIST
FOR SPECIES AND SPACING
CS 9 CON" STIOLONIMIPA REDTW* 004WOOD 2_*# -3* HIT. * PC 5 FACIUS ORANOIFOUIA AMERICAN SEWN 13-16, WT.. 24-r CAL BOB TURNBUCKLE. FOR GUYING METHOD ONLY pqWW Q
EA 238 EUONYMUS AIA714 VOMPACTUV COMPACT BURNING BUSH 2.6-3* WT. 0 LS 22 UOU1*~ STYR*4FUA SWEET" 12-iV W., 2A -T M 9" r OF SHREDDED MULCH UNIFORMLY SPREAD99wLam Mk" �J�FFIBM e OF SHREDDED MULCH UNIFORMLY UJ
n FORSYTM INTOWEDIA 15PECTABILIV SHM BORDER FORSYINA 2-3' 14T. a" YELLOW FLAGGING MATERIAL OR OPTIONAL VINYL SLEEVE -C OF SHREDDED MULCH COVERING ENTIRE PLANT BED FINISHED
6 PAO - PLATANUS ACERIFOUA VILOOD0001Y 91,400010010 LONDON PLANE TREE 12-14* HT., 24-r CAL 6" CONSTRUCT r HIGH SAUCER AROUND PERIMETER GRADE SPREAD COVERING ENTIRE PLANTING BED z
RN AM MTVA SHINING ROM 18-2,r HT. J2 CAN 41 p CONSTRUCT !r HIGH SAUCER AROUND PERIMETER
0 PO LvA" oocmw*A AMERICAN SYCAMORE 12 -VV Hr.. 2-6-,r CAIL 8" FINISHED GRADE
FLORAL CAMIET ROSE 16-2-C HT. it CAN REMOVE BURLAP FROM TOP 1/3 OF SALL BA$K
ROSA TLORAL CARPEr I ��LTMLIJRE-2 PARTS NATIVE SOIL.
RR 04 PC " PYRUS CALUMANA 'REOSPOV REDSPIRE PE40 12-14' HT., 2.5-T CAL BOB BACKFILL MIXTURE -2 PARTS NATIVE SOIL. 1 011
0 0 OIL
1 PART TOPS04L FIWN�ED COMPACTED BACKFILL MIX OR UNDISTURBED SUBSOIL
0 OR 124 QUEROLIS RU9PA RED OW 12-14' mT., 2.s-3* CAL a" G MINIMUM e TOPSOIL
3' LONG. T DIAM. CEDAR STAKES (3 REQ.) OR allRU S E ------
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STAKES TO EXTEND 18r BELOW TREE PIT INTO UNDISTURBED SOIL HE�ERY T80&ffpTH EXISTING SOIL TO BE LOOSENED TO
as 46 BUXUS Save"DIS DWARF OOMPOOD Is -lar W. #2 CAN EX1,pNG SOIL TO BE LOOSENED TO Ir DEPTH WRGJ8� Al S WI
RI RA&LED AND RD A MINIMUM DEPTH OF 4 INCHES
-H RLAPPED SHRUBS SHRUBS
ORNAMENTAL TREES RE SOILS ARE OF HIGH CLAY CONTENT I RU MR&NE$T OR
ICH 141 R" CFeA1A 1031MW OWARF JAPANESE HOLLY 10�24' W. #2 CAN COMPACTED BACKFILL MIX OR UNDISTURBED SU13SOIL 0
0 23 A" OL460A 'COUPACIA! COMPACT MOM 18�24C HT. #2 CAN ON 4 8ETULA MOM RIM 11011CH 5-81 OWL WAVY
00, - C#Jp*M OVRAMS CUROPW 0ORNMEAM S -V W. 640. HE.Wy DECOUOM TFEE PLAMM CETAIL SHFM PUMM MTA1. GMUNDMVERI NNIAL DETAIL
N 37 a" VERICILLM WINtutmw HOLLY 2-2& HT. am CK 5 DOW" KO1M KOIJU OOOWOOD 5-01 HT. WIII4 HEAVY <
JC 41 JUNIPERUS COMFERTA 'OLLIE PACIFIC' SHORE JUNIPER 18-2e SPRD. #2 CAN 0
MS 3 AVIHOLAK STELLATA OUR MAGNOLAk 5-V wl� SO* WAVY XTAL KTIa XTR M
MP 10 WYRICA PENNSYL.W.41CUM NORTHM BAYBERRY 18-20 HT. so W 44 MAGNOLIA Y010114AMA SWEMY MAGNOLIA 5-V "T. Salk 0915� 0,AIMN& Noru%:�, 19 151014TOWI� VAt 7�r VMILI
RD 10 RHODODENDRON IXL VALLEY WNW DELAWK VALLEY WHITE AZALEA, 18-20 Hr. PLP 3 PRJ" CERASOVA `THUNO8WW PURPLEUEAF FLOWERO4 PLIUM S-6, MT. a&*. WAVY JW*-fTA,�-A�_ ft)Ua�
AC 24 AMELANCHNA CAK SOWICE saw 5-V HT. IMAL HEAVY
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MZ is MAtJA Zm 00001APPLE rim a -V HT. OWL HEAVY
GROUNDCOYERS / PERENNIALS PLA"NG NOTES
OME THOROUGHLY FAMILIAR WITH 27� ALL DISIRIBUTED AREAS OF THE SITE NOT PLANTED WITH SHRUBS OR GROUND COVER SHALL BE FINE GRADED
ON 140 CHRYSANIHO" MVPONKXIM SHAST4 DAISY CLUMP, I 0T, * Or 044 EVERGREEN TREES 1 THE CONTRACTOR SHALL REVIEW ARCHITECTURAL/ENGINEERING PLAN TO BEC
GRADING AND SURFACE UTIUTIES, AND SEEDED OR SODDED. On
FP 140 ECHINECIA PURPUREA PURPLE COW FLOM aump. I or. * C D.C. PM 06 PICEA AMES NOFMY SPRUCE d -r W. O&A. WAVY
2, ALL EQUIPMENT AND TOOLS SHALL BE PLACED SO AS NOT TO INTERFERE OR HINDER THE PEDESTRIAN AND
HS 1.12D HDAIWALLIS VVAA O`OW STE" WORO DAY ULY' CUUMP� I OT. 0 Ir D.C. PP 73 P"A PUNOENS VLAUCA! SLUE SPIIIUCE 6-r HT. O&S. HEAVY VEHICULAR TRAFFIC FLOW, SEE SEASONAL PLANT LIST FOR PLANTING TIMES OF BULBS AND SEASONAL PLANTS, 2& ALL SOD SHALL BE OBTAINED FROM AREAS HAVING GROWING CONDITIONS FAMILIAR To AREAS To BE
COVERED. AREAS TO BE SODDED SHALL BE RAKED OF STONES AND DEBRIS. DEBRIS AND STONES OVER
HN - HEDERA Hax ENGUS14 W CIUAVI I QT. 0 r D.C. PS 108 PINUS SWCOUS, WHITE "A 6_7* W. 94:8. HEAVY 1 THE CONTRACTOR SHALL COORDINATE WITH UGHTING AND IRRIGATION CONTRACTORS REGARDING TIMING OF 1 INCH IN DIAMETER SHALL BE REMOVED FROM THE I A ED. -SOD WILL BE REJECTED. ALL SOD
MUST BE PLACED _ OULI I
PM 46 PSUIEDOTSUIGA MENZIES11 DOUGLAS F* 6-r Ht. 86% WAY INSTALLATION OF PLANT MATERIAL. WITH STAGGERED JOINTS, TIGHTLY� U JN� T ES IN GRADE, PLACE ALL
4 CLUMP, I Or. 0 Ir 04, SOD IN ROWS AR RIGHT ANGLES TO SLOPES (WH
LM 50 IJFOOPE MUSCAF IxyTURF
TA 10 THLVA OOCIDEW" 'SMAAAW *EMERALO *RIM AROO"M O_r Wt. gas. WAVY 4. THE CONTRACTOR SHALL INSURE THAT HIS WORK DOES NOT INTERRUPT ESTABLISHED OR PROJECTED DRAINAGE
me 5 MIISCANTHUS ORICLUMUS MAIDEN GRAM CIAO.. I Or. a If at PPS 2 PICEA PUNGENS UAJOW a" SPOUCE 12 -IW HT. OWL HEAVY PATTERNS. 29� BULBS SHALL BE IN CONFORMANCE WITH SECTION AMER CLATION OF NURSERYMEN Ak,
RF 50 MASECKIA FULWA Oul" EYED SUISM 01JAIP. I OT, 0 If O.C. 5. DURING PLANTING OPERATIONS, EXCESS WASTE MATERIALS SHALL BE PROMPTLY AND FREQUENTLY STANDARDS. 4" 1� NOTES: *ee mom ev opw4iyall_ - I
-51A . 9-T)A0 ArYOff-tAW STAKE ALL EVERGREEN TREES UNDER 8 FT�
REMOVED FROM THE SITE. 30. ALL PLANTING PROCEDURES SHALL_CONFORMI TO WDOT SPECIFICATIONS, (NW YoW lt�P, GUY TREES 8 FT. AND OVER AS SPECIFIED
FOR DECIDUOUS TREES
6, THE CONTRACTOR SHALL CALL N.Y. UNDERGROUND UTILITY LOCATION SERVICE CUTILITY A MINIMUM OF THREE DAYS PRIOR 31. SOME FIELD LOCATED PLANTS ARE , NOT "I GRAPHICALLY SHOWN ON THIS PLAN BUT ARE WITHI . N ��'THE F&F TI TO
TO ANY EXCAVATION, THE CONTRACTOR is ADVISED OF THE EXISTENCE OF UNDERGROUND UTICITIES ON THE SITE. THEIR S WAI St
LIMIT OF CONSTRUCTION. S
ALL PLANTS (FIELD LOCATED PLANTS GRAPHICALLY SHOWN PLANTS�-IARE NOTED N ReRX
SEEDED AREAS EXACT LOCATION SHALL BE VERIFIED IN THE FIELD WITH THE OWNER OR GENERAL CONTRACTOR PRIOR TO COMMENCEMENT
OF ANY DIGGING OPERATIONS. IN THE EVENT THEY ARE UNCOVERED, THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ON THE PLANT LIST$.
PRIghoog, To �91RIELWE
LAWN AWM ARE TO BE P101101WAD AM SEEDED AS SPECIFIED ON THE SOL EROSION *0 SEDIMENT CONTROL PLAW ALL DAMAGE TO UTILITIES AND SUCH DAMAGE SHALL NOT RESULT IN ANY ADDITIONAL EXPENSES TO THE OR K BW 8F TJkEE
WILDFIAM ARM SHALL K SWED WITH LOM MORTHM WILDFLOM & HARD FESOUE NO( AT THE FOLLAM" RATE. OWNER. ANY DAMAGE OF UNREPORTED LINES SHALL NOT BE THE RESPONSIBILTY OF THE CONTRACTOR. 32. THIS PLAN IS TO BE USED FOR LANDSCAPING AND UGHTING PURPOSES ONLY. THE CONTRACTOR -SHALL SHALL NEVER BE CUt
EXAMINE,ALL ENGINEERING DRAWINGS AND FIELD CONDITIONS FOR EXACT LOCATIONS OF UTIUTIESj�tORAINS
4 POUNN Or LOFTS MORTWO4 ftXLOWM MIX MR AC1W ETC., AND NOTIFY THE OWNER ABOUT AN�-QISCREPANCIES BEFORE STARTING WORK.
FkA N BBER HOSE
Afil 4tIRIC kEe?
20 POUNDS OF H" FESCUIE PER ACRE 7. IF UTILITY LINES ARE ENCOUNTERED IN EXCAVATION OF TREE PITS, OTHER LOCATIONS FOR TREES SHALL BE NIM M I
SEEDINO OAM SW41 K OCTIMEEN 4/1-6/31 OR 6/145-14/1 MADE BY THE CONTRACTOR WITHOUT ADDITIONAL COMPENSATION. NO CHANGES OF LOCATION SHALL BE
33. ALL PLANT MATERIALS USED SHALL BE lVa'TO 14AME AND SIZE IN CONFORMITY WITH THE AMERICAN ST NJ 0
MADE WITHOUT APPROVAL OF THE LANDSCAPE ARCHITECT. STANDARD OF NURSERY STOCK (LATEST*ttstO4)kAND SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY. ALL PLANTS R&ANN? DT*WM"3 40t�
OEM= FAIL TRANSPLANTING VAZARD SHALL HAVE NORMAL.' WELL-DEVELOPED VIGOROUS ROOT SYSTEMS. THEY SHALL BE SOUND,
8. MAINTAIN POSITIVE DRAINAGE OUT OF PLANTING BEDS AT A MINIMUM 2% SLOPE. ALL GRADES, HEALTHY, VIGORWS�r FREE FROM DEFECTS, DISFIGURING KNOTS, ABRASIONS OF THE BARK, SUNSCALD SET 3 STAKES OR GUYS 1/2 - 2/3 UP TREE -
DIMENSIONS, AND EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR ON SITE BEFORE INJURIES, PLANT DISEASES, INSECT EGGS, BORERS AND ALL OTHER FORMS OF INFECTION. ALL PLANTS Q LVIDARP&ENTIRE PLANT BED
CONSTRUCTION BEGINS, ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE SHALL BE NURSgRY'GROWN.,,� ALL PL , ANIS SHALL BE GRADE -A7 NURSERY STOCK. iW CE
ARCHITECT OR OWNER. LUCATPHIGH CER AROUND PERIMETER I r MINIMUM
9. EVERY POSSIBLE SAFEGUARD SHALL BE TAKEN TO PROTECT BUILDING SURFACES, EQUIPMENT, AND 34. EXCAVATION NEAR EXISTING UTILITIES TO BE CAREFULLY PERFORMED BY HAND. ALL TREES SHALL NOT FINISHED GRADE
FURNISHINGS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE OR INJURY TO PERSONS OR BE LOCATED CLOSER THAN 101 OF ANY EXISTING OR PROPOSED UNDERGROUND UTILITIES.
PROPERTY WHICH MAY OCCUR AS A RESULT OF HIS NEGLIGENCE IN THE EXECUTION OF THE WORK.
WETLAND MITIGATION PLA14T LIST REMOVE BURLAP FROM TOP 1/3 OF BALL--
35� ALL PLANT MATERIAL SHALL BEAR THE SAME RELATION TO FINISH GRADE AS IT BORE TO EXISTING
III
10. IN THE EVENT OF VARIATIONS BETWEEN WRITTEN QUANTITIES SHOWN ON THE PLAN AND THE PLANT :LIST, THE GRADE AT THE NURSERY. BACKFILL MIXTURE -2 PARTS NAINE WIL.
PLANS SHALL CONTROL. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL PLANT QUANTITIES PRIOR TO THE
MEADOW MIX I WETLAND MEADOW MIX TO BE SUPPUED BY J&J TRANZPLANT 1 PART TOPSOIL VARIES
COMMENCEMENT OF WORK. SOD AND SEED QUANTITY TAKE -OFFS ARE THE RESPONSIBILITY OF THE CONTRACTOR. 36. FIELD ADJUST ALL PROPOSED PLANTING LOCATIONS TO AVOID ANY DAMAGE TO EXISTING FACILMES, AS
PLANT UST FOR WDINWAL UNIT PLANTNO 'IT
#1 AOUATIC NURSERY. INC. WILD ROSE, WISCONSIN. AND CONSISTING
ALL DISCREPANCIES SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT FOR CLARIFICATION PRIOR TO BIDDING, WELL AS VEGETATION. STAKES TO EXTEND 1 Ir BELOW TREE P
sounmc-11" OF (PER POUND): INTO UNDISTURBED GROUND
THE CONTRACTOR SHALL FURNISH PLANT MATERIAL IN SIZES AS SPECIFIED IN PLANT LIST.
LA�h nOWERING SHRUBS - 2,C HT. -STEAM BULRUSH SCIRPUS VALIDUS 11. PLANTS SHALL BE LOCATED AS SHOWN ON THE DRAWINGS OR AS DESIGNATED IN THE FIELD. THE 37, ALL PLANTING MATERIAL IS TO BE GUARANTEED FOR A PERIOD OF 12 MONTHS FROM THE FINAL EXISTING SOIL TO BE LOOSENED TO 16r" DE
1.0 OZ SOFT ACCEPTANCE OF THE PROJECT, IF ANY PLANTS ARE DEAD OR IN AN UNHEALTHY 'CONDITION BEFORE WHERE SOILS ARE OF HIGH CLAY CONTENT
A9EUA OAANDIFLORII GLOSSY ASEUk 1.1 OZ SUBCORDATE WATER PLANTAJN ALISMA SUBCORDATUM CONTRACTOR SHALL STAKE ALL MATERIAL LOCATED ON THE SfTE FOR REVIEW AND/OR ADJUSTMENT BY THE FINAL ACCEPTANCE OF THE PROJECT, THE LANDSCAPE CONTRACTOR SHALL REPLACE THEM AT HIS COMPACTED BACKFILL MIX OR UNDISTURBED SUBSOIL
OORNUS STOLOOFERA REDTIOV DOGWOOD 2.0 OZ SWEETFLAG ACORUS CALAMUS LANDSCAPE ARCHITECT PRIOR TO PLANTING.- ALL LOCATIONS ARE TO BE APPROVED BY THE LANDSCAPE EXPENSE.
FORsytNIA INtERMEOIA BORDER FORSYTHIA, 1.0 OZ HARD -STEM BULRUSH SCIRPUS ACUTUS ARCHITECT BEFORE EXCAVATION.
0.5 OZ LEAST SPIKERUSH ELEOCHARIS ACUTUS 12. PLANTS SHALL CONFORM TO CURRENT 'AMERICAN STANDARDS FOR NURSERY STOCK" BY AMERICAN 38. PRUNE NEWLY PLANTED TREES AS DIRECTED BY THE LANDSCAPE ARCHITECT. ALL PINES
VOIURNUM DENTAnIM ARROIAIIOOO VIOURNUM 2.0 oz FOX SEDGE CAREX VULPINOIDEA ASSOCIATION OF NURSERYMEN (AAN). PARTICULARLY WITH REGARD TO SIZE, GROWTH, SIZE OF BALL, AND SHALL BE SHEARED AS DIRECTED BY THE LANDSCAPE ARCHITECT. PLANTS SHALL ONLY BE INSTALLED eVIERG19EEN TFEE PLANTING DETAIL
WSGELA ROSEA FLORIDA PINK WIDOELA 0.5 OZ GIANT BURREED SPARGANIUM EURYCARPUM DENSITY OF BRANCH STRUCTURE. PLANT MATERIAL SHALL BE TAGGED AT THE SOURCE BY THE LANDSCAPE WHEN THE SOIL IS FROST FREE,
0.5 OZ CREEPING SPIKERUSH ELEOCHARIS PALUSTRIS ARCHITECT UNLESS THIS REQUIREMENT IS SPECIFICALLY WAIVED.
EVERGREEN HEDGE - I Er HT. 1.0 OZ SWAMP MILKWEED ASCLEPIAS INCARNATA 39. UNDER NO CIRCUMSTANCES SHOULD THE MAIN LEADER OF A DECIDUOUS -OR EVERGREEN TREE BE TOPPED. Wit
ILLEX CRENATA 'STEEDW STEEDS HOLLY 0.5 OZ VIRGINIA BLUEFLAG IRIS VIRGINICA 13. ALL PLANTS (B&B OR CONTAINER) SHALL BE PROPERLY IDENTIFIED BY WEATHER-PROOF LABELS SECURELY Nafrv_ tfA 6auuoFla� VJ rfl+ 11hro vei��u/_My e_-tt�
TAXUS 140M HICKS YEN 0.5 OZ BLUE VERVAIN VERBENA HASTATA ATTACHED THERETO BEFORE DELIVERY TO PROJECT'.,SITE. LABELS SHALL IDENTIFY PLANTS BY NAME, 40. ALL DISTURBED AREAS TO BE TOPSOILED 4� THICK, FERTILIZED. SEEDED AND MULCHED WITH SMALL GRAIN STRAW.
1.5 OZ CANADA MANNA GRASS GLYCERIA CANADENSIS SPECIES, AND SIZE. LABELS SHALL NOT BE REMOVED UNTIL THE FINAL INSPECTION BY THE LANDSCAPE TOPSOIL SHALL BE NATURAL. FRIABLE, FERTILE SOIL CHARACTERISTIC OF PRODUCTIVE SOIL IN THE
1.0 OZ FOWL MANNA GRASS GLCERIA STRtATA ARCHITECT OR AGENT IN CHARGE. VICINITY. IT SHALL BE FREE OF LUMPS OF CLAY, STONES, ROOTS AND OTHER FOREIGN MATTER.
LOW Qnnm WRUM - 15-1 rL ta� 0.5 OZ SWAP DOCK RUMEX VERTICILLATUS
41a HCULM HELUX HOLLY 0.5 OZ GREEN BULRUSH SCIRPUS ATROVIRENS 14. ANY MATERIAL AND/OR WORK MAY BE REJECTED BY,THE LANDSCAPE ARCHITECT IF IT DOES NOT MEET THE 41� SHADE TREES LOCATED NEAR PEDESTRIAN OR VEHICULAR ACCESS SHOULD NOT BRANCH BELOW 71.
'REQUIREMENTS OF THE SPECIFICATIONS, ALL REJECTED MATERIALS SHALL BE REMOVED FROM THE SITE BY
AN043M CHINENSIS VOWWR COMPACT JUNIPER 2.0 oz PRAIRIE CORDGRASS SPAR11NA PEC71NATA THE CONTRACTOR, 42. ALL SHRUB MASSES SHALL FORM PLANTING BEDS AND SHALL BE MULCHED.
15."' NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN CONSENT OF THE VILLAGE OR LANDSCAPE ARCHITECT, 43. CUT AND REMOVE BURLAP FROM TOP ONE-THIRD OF BALL ONLY IF NON -JUTE ROPING IS USED.
UR)COTHOE AX4AANS COW LAUCOD"
1AXUS 009WORMIS DENSE YEN MEADOW MIX 2. AREAS SURROUNDING WOODY VEGETATION ON SLOPED SIDES OF BASINS 16� THE LANDSC APE ARCHITECT OR OWNER SHALL HAVE THE RIGHT, AT ANY STAGE OF .. 'THE OPERATIONS, TO 44, THE DEPTH OF PLANTING PITS SHALL BE INCREASED BY 12' THROUGH THE ADDITION OF LOOSE
ACCENT SHRUBS - 24' #3 TO BE PLANTED WITH NORTHEASTERN WILDFLOWER MIX TO BE REJECT ANY AND ALL WORK AND MATERIAL WHICH, IN HIS OPINION, DOES NOT MEET THE REQUIREMENTS OF AGGREGATE (31,C TO - 1- 1/2- DtAMETER) WHEREVER POOR DRAINAGE OCCURS OR WERE DIRECTED
THESE PLANS AND SPECIFICATIONS. BY THE LANDSCAPE ARCHITECT.
SUPPUED BY J&J TRANZPLANT AOUATIC NURSERY, INC.. WILD ROSE
auxus Sove"We PYRAMIDAL BOXWOOD WISCONSIN. AND CONSISTING OF: 17� THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR STABILITY AND CONDITIONS OF ALL TREES AND 45. GUY WIRES SHALL BE LOCATED SO THAT THEY WILL NOT PULL CROTCH APART. GUY WIRES TO SECOND
M x MESUMM BLUE PON= HOLLY SHRUBS AND SHALL BE LEGALLY LIABLE FOR ANY DAMAGE CAUSED BY INSTABILITY OF ANY PLANT BRANCH (MINIMUM ONE-THIRD HEIGHT OF TREE), USE TWO GUYS PER TREE UNLESS OTHERWISE
to x MESer4m CHINA. Wk HOLLY WHITE YARROIN ACHILLEA MILLEFOUUM MATERIALS. STAKING OF ALL TREES SHALL BE DONE VTIUZING A METHOD AGREED UPON BY THE INDICATED. TREE STAKES AND GUY WIRES SHALL BE REMOVED AFTER ONE GROWING SEASON.
RHODODENDRON 3PP. FINDOODENOW" vpv BUTTERFLYWEED ASCLEPIAS TUBEROSA LANDSCAPE ARCHITECT, AS INDICATED ON THE DOCUMNETS. 46. PLANTS PLANTED IN ROWS SHALL BE MATCHED SPECIMENS AND BE UNIFORM IN SIZE AND FORM.
TA" CUSPSAM TAMTK AWAMME UPRISHIr Yft TALL CORNFLOWER CENTAURIA CYANUS TAL.L. 18, ALL PROPOSED TREES TO BE INSTALLED EITHER ENTIRELY ON OR ENTIRELY OUT OF PLANTING BEDS. PLANTING
WALLFLOWER CHEIRANTHUS ALLJONII BED LINES ARE NOT TO BE OBSTRUCTED. * ALL SHRUBS AND GROUND COVER AREAS SHALL BE PLANTED IN 47, MULCH, 4' IN DEPTH. SHALL BE EITHER WOOD CHIPS, PINE WK OR SHREDDED HARDWOOD BARK NOT
e0Qe LIALS - 1 a. SHASTA DAISY CHRYSANTHEMUM MAXIMUM CONTINUOUS PREPARED BED AND TOP DRESSED WITH 4 -INCH SHREDDED HARDWOOD MULCH. MULCH EXCEEDING Z* IN GREATEST DIMENSION. A WEED RETARDANT WRIER SHALL BE USED IN ALL
TALL LANCE -LEAVED COREOPSIS COREOPSIS LANCEOLATA TALL SHALL HAVE BEEN SHREDDED WITHIN THE LAST SIX MONTHS, NON -GRASSED AREA.
OOREXIPSIS VERTIOIUATA reffWADLEAF COREOPSS FOXGLOVE DIGITALIS PURPURPEA
HDAVIOCA" ITIOAA W Oft OAAXY PURPLE CONEFLOWER ECHINACEA PURPUREA 19. ALL PLANTING BEDS ADJACENT TO LAWN, SOD, OR SEEDED AREAS SHALL BE SPADE EDGED. 48. ALL PLANTS WITHIN SIGHT TRIANGLE EASEMENTS SHALL NOT EXCEED A MATURE HEIGHT OF 30" ABOVE
HOM 14MMA RWAV BUIE NOSTA. BLANKETFLOWER GAILLARDIA ARISTATA ELEVATION OF CURB. 451 to To
IRIS - MIXED M . - MIXED ANNUAL BABYS BREATH GYPSOPHILA MURALIS 20� MAINTENANCE SHALL BEGIN AFTER EACH PLANT HAS BEEN INSTALLED AND SHALL CONTINUE UNTIL 90 DAYS 49. THE CONTRACTOR SHALL FERTILIZE ALL PLANT MATERIAL WITH 5-10-5 FERTILIZER, OR APPROVED EQUAL
LAVEIIIOULA ANOUST*UA ENGLISH LIGAENOER DAME'S ROCKET HESPERIS MATRONALIS AFTER FINAL ACCEPTANCE BY THE ARCHITECT OR OWNER REPRESENTATIVE. MAINTENANCE INCLUDES AT THE RATE SPECIF1ED BY THE MANUFACTURER. ALL TURF AREAS SHALL BE LIMED AND FERTILIZED W -Y 96 F,
IURIOPE MUSCW ORM U&YnpRF SPIKED GAYFEATHER UATRIS SPICATA WATERING, PRUNING, WEEDING, FERnUZING. MULCHING, REPLACEMENT OF SICK OR DEAD PLANTS, AND ANY APPROPRIATELY FOR THE TYPES OF SOILS ON THE SITE, IT IS THE CONTRACTOR'S RESPONSIBILITY TO
SCARLET FLAX UNUM GRANDIFLORUM RUBRUM OTHER CARE NECESSARY FOR THE PROPER GROWTH OF THE PLANT MATERIAL. THE CONTRACTOR MUST BE HAVE THE SOIL ACIDITY AND A SOIL TEST CONDUCTED BY THE COUNTY SOIL DISTRICT OR EXTENSION
PHUDX $101,01110'm low=. WHITE PHLOX ABLE TO PROVIDE CONTINUED MAINTENANCE IF REQUESTED By THE OWNER, SERVICE TO ESTABLISH THE SOIL'S LIME AND FERTILIZER RATES.
War BUTTER AND EGGS UNARA VULGARIS
PERENNIAL LUPINE LUPINUS PERINNIS 21. UPON COMPLETION OF ALL LANDSCAPING, AN ACCEPTANCE OF THE WORK SHALL BE HELD. THE CONTRACTOR $0. At L TREES OVER SIX FEET I IGHT ARE TO BE STAKED AT TtME OF INSTALLATION Ipt4v
ON AT LEAST SEVEN (7)
EVENING PRIMROSE OENOTHERA LAMARCKW4A SHALL NOTIFY THE LANDSCAPE ARCHITECT OR OWNER FOR SCHEDULING THE INSPECTI if lve& Ato orAw WAIWOWU" W, Lalor LC005 4011WTW__ eA0 ADAPT -Tv !Vremv
SHIRLEY POPPY SINGLE MIXED PAPAVER RHOES SINGLE MIXED DAYS PRIOR TO THE ANTICIPATED INSPECTION DATE. 51. ALL WATER APPUED TO PLANTED OR TURF AREAS SHALL BE FREE FROM IMPURITIES HARMFUL TO
BLACK-EYED SUSAN RUDBECKIA HIRTA VEGETATION AND APPLIED AT A RATE OF 5 GALLONS OF WATER PER SQUARE YARD OF PLANT PIT
CATCWLY SILENE ARMERIA TALL OZ. _AI4y WIMp IAJW No4 e)pq 1*1W1AL- OhW 9r_ fW�aW CqIAMeW f1w lit r�; IMMEDIATELY AFTER PLANTING AND INSTALLATION. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE
Itor &k, AW -W, eo- FWA7 ADEQUATE IRRIGATION TO ALL PLANT MATERIALS AND LAWN AREAS INSTALLED AS PART OF THIS CONTRACT
DURING THE CONSTRUCTION TIME PERIOD UP TO AND INCLUDING THE TIME PERIOD ESTABLISHED FOR PLANT
EXISTING TREE 3. TRANSITIONAL WOODY PLANTS - LOCATED IN FLOODPLAIN 8 STORAGE 23. THE CONTRACTOR IS RESPONSIBLE FOR TESTING PROJECT SOILS. THE CONTRACTOR is TO PROVIDE A CERTIFIED MATERIAL SURVIVAL GUARANTEE. WATER APPUED DURING THE GUARANTEE PERIOD SHALL BE AT
TO BE AREA. SOILS REPORT TO THE OWNER. THE CONTRACTOR SHALL VERIFY THAT THE SOILS ON THE SITE ARE ACCEPTABLE FOR THE RATE OF 1 INCH OF WATER PER WEEK, WITH AN ALLOWANCE FOR NATURAL PERCIPITATION AND
PROTECTED THE PROPER GROWTH OF THE PROPOSED PLANT MATERIAL. SHOULD THE CONTRACTOR FIND POOR SOIL RAINFALL
CONDITIONS, THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE SOIL AMENDMENTS AS NECESSARY
20% BUTTONBUSH CEPHALANTHUS OCCIDENTALIS THESE AMENDMENTS S�JALL INCLUDE, BUT NOT BE LIMITED TO, FERTILIZERS, LIME, AND TOPSOIL. PROPER 52. BACKFILL MATERIAL FOR RAISED PLANT BEDS SHALL SHALL CONSIST OF NATURAL LOAM TOPSOIL,
20% SILKY DOGWOOD CORNUS AMOMUM PLANTING SOILS MUST BE VERIFIED PRIOR TO PLANTING OF MATERIALS. FREE FROM SUBSOIL, AND SHALL BE OBTAINED FROM AN AREA WHICH HAS NEVER BEEN STRIPPED.
20% SPICEBUSH LINDERA BENZOIN TOPSOIL SHALL HAVE BEEN REMOVED FROM A DEPTH OF NO MORE THAN 1 FOOT, OR LESS IF SUBSOIL
0 HARD PAN, SODS, PARTIALLY DISINTEGRATED STONE, UME CEMENT, TAR RESIDUES. CHIPS OR ANY iyoogr 00 ftw
20% SWAMP AZALEA RHODODENDRUM VISCOSUM 24� PLANTER SOILS SHALL BE WELL -DRAINING AND FERTILE. SOILS SHALL BE SANDY -LOAM, FRIABLE MIX. FREE IS ENCOUNTERED. TOPSOIL SHALL BE OF UNIFORM QUALITY, FREE FROM HARD CLODS, STIFF CLAY
20% ELDERBERRY SAMBUCUS CANADENSIS FROM DEBRIS, ROCKS, ECT. SOIL TO BE 20% SAND AND 20% PEAT MIXED WITH 50% SELECTED WELL- OTHER UNDESIREABLE MATERIAL.
CHAIN LINK FENCE DRAINED SOILS FROM THE SITE, BACKFILL SOILS SHALL BE AS NOTED ON THE PLANTING DETAILS. Mao
53, ALL PLANTS ARE SHOWN SEMI -MATURE SIZE ON PLANS. SIZES INDICATED IN PLANT LIST ARE SIZES
NOTE: ALL SHRUBS PROPOSED AS TRANSITIONAL WOODY PLANTS SHALL BE SPACE 0 6' O.C. 25. THE CONTRACTOR SHALL PROPERLY DISPOSE OF STUMPS AND MAJOR ROOTS OF ALL PLANTS TO'BE REMOVED, ANY AT TIME OF INSTALLATION,
DEPRESSIONS CAUSED BY REMOVAL OPERATIONS SHALL BE REFILLED WITH FERTILE, FRIABLE SOIL PLACED
AND COMPACTED SO AS TO REESTABUSH PROPER GRADE FOR NEW PLANTING AND/OR LAWN AREAS. 54. PLANT MATERIAL SHOWN IN A MASS OR TOUCHING EACH OTHER SHALL BE ALLOWED TO GROW TOGETHER
AREA WITHIN TREE PROTECTION ZONE/ TO PERFORM AS A SCREEN OR A HEDGE. DO NOT PRUNE OR SHEER INTO INDIVIDUAL FREE-STANDING
DRIP, LINE TO REMAIN UNDISTURBED
DURING CONSTRUCTION 4. WETLAND ENHANCEMENTS SHRUBS - LOCATED IN SWT1 AND SWT6 26. THE CONTRACTOR SHALL INSURE ADEQUATE VERTICAL DRAJNAGE IN ALL PLANT BEDS AND PrTERS. PLANTS!
DRIP U 4 55. PLANTING HOLES SHOULD BE AT LEAST TWICE THE DIAMETER OF THE ROOT SALL.
CHAIN UNK FENCE OR 81 MIN. 109 BLACK KNIGHT BUTTERFLY BUSH BUDDLELA DAVIDII 'BLACK KNIGHT' 56. ROOT BALLS OF PLANTS SHOULD BE PLACED ON UNDISTURBED EARTH. THE CROWN OF THE ROOT BALL
POSTS a, D.C. EXISTING GROU 15x CLETHRA ALNIFOUA SUMMER SWEET AND FLARE OF THE PLANT TRUNK OR STEM SHOULD BE AT THE SAME LEVEL AS IT WAS IN THE NURSERY.
E .1 25% UNDERA BENZOIN SPICEBUSH
U 25% VIBURNUM OPULOUS CRANBERRY BUSH 57. ONLY DEAD BRANCHES SHOULD BE PRUNED AT THE TIME OF PLANTING.
25% ILLEX VERTICILLARA WINTERSERRY
* 6F
PLACED AT THE IF IUIN
LINE OF TREE TO BE
1
PROTECTED.
NOTES:
COMMUNITY CENTER
1. TREE PROTECTION SHALL,BE PROVIDED FOR ANY AND ALL
TREES TO BE PRESERVED DURING AND AFTER CONSTRUCTION.
SPECIAL NMI
LAW OAK TREE 9 VILAAGE GKIN WALL K ROOT PRUNED
A FERT11JUTION Pr4GRAM
THE CONTRACTOR SHALL TAKE "TEVER ADDITIONAL MEASURES
;4=2 AS 0ONSTRIXTION OE" M%%U
NECESSARY TO PROTECT EXISTING TREES TO REMAIN AGAINST
&OF THE OAK ALL ROOTS OAMAM BY OWWAMION OF
SHALL BE OM OLVA TOPSOIL AND SAW WAL K
UNNECESSARY CUTTING, BREAKING OR SKINNING OF ROOTS,
USED AS BACK
SKINNING AND BRUISING OF BARK, SMOTHERING OF TREES BY
r
AORORIST WILL IS
STO"UNG CONSTRUCTION MATERIALS OR EXCAVATED MATERIAL
is OOMKM
WITHIN DRIP UNE, EXCESS FOOT OR V94CULAR TRAFFIC, OR PARKING
2
OF VEHICLES WITHIN DRIP LINE.
SIGN
2. 5 FOOT HIGH CHAIN UNK FENCE SHALL BE PLACED AT THE DRIP LINE
EVERYTHING EXCEPT SENIOR LIVING
OF THE INDIVIDUAL TREE TO BE PRESERVED AND SHALL ENCIRCLE
4
THE ENTIRE TREE -
SIGN
3. NO ACTIVITY, INCLUDING,, STORAGE Of' EQUIPMENT OR MATERIALS, SKALL TAKE
EVERYTHING EXCEPT SENIOR LIVING
PLACE WITHIN THE AREAS ENCLOSED BY SUCH FENCE&
6
4. ROOTS EXPOSED AND/OR DAMAGED DURING GRIADING AND
CONSTRUCTION OPMTONS SHALL BE CUT OFF CLEANLY INSIDE
DAYCARE
THE�,EXPOSED OR DAMAGED AREA, THE CUT SURFACES PAINTED
WITH AN APPROVED PAINT, AND THE TOPSOIL PLACED OVER THE
ROOTS IMMEDIATELY. ANY DAMAGE DONE TO EXISTING TREE CROWNS
POOL AREA
OR ROOT SYSTEMS SHALL BE REPAIRED IMMEDIATELY. FEEDER If
7
RO NOT BE CUT IN AN AREA INSIDE THE COP UNE
OF%SHALL
TREE BRANCHES.
SALES AND MODEL AREA
5. TREE LIMB REMOVAL, WHERE NECESSARY, WILL BE DONE FLUSH
ALL LETTERING
WITH TRUNK OR MAIN LIMS. ALL PRUNING SHALI BE DONE IN ACCORDANCE
WITH GOOD NURSERY PRACTICE. AN APPROVED TREE DRESSING OR
PAINT SWI BE APPLIED TO ALL THE CUTS WHERE THE TREE WAS PRUNED.
TREES MAY BE PRUNED FOR AESTHETICS, SAFETY REASONS, OR TO
IMPROVE THE HEALTH OF AN EXISTING TREE.
6. TREES WITHIN THE LIMITS OF THE CONTRACT WORK SHALL BE
WATERED AS REQUIRED TO MAINTAIN THEM HEALTH.
EXISTING TREE PROTECTION DETAIL
WT TO SCALE
11111Z444 1111 11 '' : 0 .
SIGN
1
VILLAGE GREEN
COMMUNITY CENTER
DAYCARE
11-25-97-
SALES AND MODEL AREA
Rer
9-17-97
SENIOR LIVING
4-2,3-97
design by
POOL AREA
SIGN
2
SAME AS ABOVE EXCEPT SENIOR UVING
SIGN
3
EVERYTHING EXCEPT SENIOR LIVING
SIGN
4
SENIOR LIVING
SIGN
5
EVERYTHING EXCEPT SENIOR LIVING
SIGN
6
COMMUNITY CENTER
DAYCARE
SALES AND MODEL AREA
POOL AREA
SIGN
7
TEMPORARY PARKING
SALES AND MODEL AREA
NOTE.
ALL LETTERING
ON SIGNAGE SHALL NOT EXCEED 8"
It
Ile? A r- T -.-Y rz-
Oft ufflech's Witional style fence
tsis durable ya eltsant. lt createsan
arnixence, of nwita!Vc styL conibined with
stood old-ft"ned Ama�can adw=*.
vinyl is imperviou to
weathm thus it will never chip. fade. c=k
or rot. It never fteeds *nting. allowing you
to enjoy its chuical appearanuc yta after
year. Buffiech's wide zlection allows you to
choose a fence to meet your needs. See the
chart below to setect the picW width. t)r
and Vacike you pter. in addition to snight
or concave.
� I - , 0 -Al . I
"ALL LANDSCAPING AS SHOWN ON THE APPROVED PLAN SHALL BE MAINTAINED
IN A VIGOROUS GROWING CONDITION. ANY PLANTS NOT SO MAINTAINED SHALL
BE REPLACED WITH HEALTHY NEW PLANTS OF COMPARABLE SIZE, TYPE, AND
QUALITY NO LATER THAN THE BEGINNING OF THE NEXT IMMEDIATELY FOLLOWING
GROWING SEASON."
HIGH POINT, VILLAGE
VILLAGE OF
RYE BROOK
WESTCHESTER COUNTY, NEW YORK
ORCHESTRATING
AWARD WINNING ENVIRONMENTS
T] 0 13230 Summit Sq. Center 200 Rt. 9 North
Rt. 413 & Doublewoods Rd. P.0 * Box 800
Langhorne, PA 19047 Manalapan, NJ 07726
FAX 732 .577-9888
73 2 - 8 6 6 0 4 0 0 1
L A N D S C A P, E S L. L. C.
12-10-97
11-25-97-
10-31-97
Rer
9-17-97
Orig:
4-2,3-97
design by
drown by.
chkd by.
WANIN"
HIGH POINT, VILLAGE
VILLAGE OF
RYE BROOK
WESTCHESTER COUNTY, NEW YORK
ORCHESTRATING
AWARD WINNING ENVIRONMENTS
T] 0 13230 Summit Sq. Center 200 Rt. 9 North
Rt. 413 & Doublewoods Rd. P.0 * Box 800
Langhorne, PA 19047 Manalapan, NJ 07726
FAX 732 .577-9888
73 2 - 8 6 6 0 4 0 0 1
L A N D S C A P, E S L. L. C.
93
J
03
_�INWq WALL� MV-�,A Pp�t)
104
.0ifill ".0
"Abl
151
MAW
CONCRETE PAYING WTH
BROOM nNisH
TOOLED EDGE
CONCRETE PAVER
2-3/8- MIN. THICKNESS
APPROX. I- TO 1 -1/2 -
BEDDING SAND
CONCRETE SIDEWALK MIN. 3500 PSI
4* MIN. THCKNESS
0
4
4*
_�7 7
COM u A.- I ED SUBGRADE: AS APPROVED BY THE ENGINEER
GEOTEX11LE FABRIC _j
0 TURN UP AT SIDES INCH THICK DENSE GRADED AGGREGATE SUB -BASE
CONCRETE PAVER SOLDIER COURSE
AND CONCRETE PAVEMENT SECTION
N.T�S.
m
109
WOOD FIBER SAFETY SURFACE
Er DEPTH (MINIMUM) AFTER COMPACTION.
FINISHED GRADE OF I" CHAMFER OR ROJNDING
PLAYGROUND (INSIDE: EDGE)
FINISHED GPADE SHALL BE
FLUSH WITH TIMBER
RAILROAD SPIKE (9- LONG MINIMUM)
3 PER TIMBER, 3' 0,C_ 1' FROM END�
4
COMPACTED SUBGRADE
(2) - 6' x 6' x 9'
TIMBER TIES, 0.40 CCA TREATED
14 RIBAR. l' -C LONG,
TWO (2) PER TIMBER ON
BOTTOM ROW ONLY.
LCOMPACTED SUBGRADE ,
AS APPROVED BY ENGINEER
4' MINIMUM DEPTH OF 3/4" GRAVEL,
FILTER VELT FABRIC
TIMBER EDGING AND WOOD FIBER
SAFETY SURFACE DUAIL
N.T.S
4��ArV Ty ff f��
A e.,
P.'7L't>� JM4!�)_Jfp-Ae; V,.e^U- Iry ITH F;sp-c�- �Aou'xnrjc'
y
30 0 15 30 60 120
mmmmw_
IN FEET ) ,
I inch 30 f t, ::I-Uja I -A
EEA�K Lr_
N 0 F 1?—t—�-rA I IN40 q C,5- WA L L, — Z
1 111,00 —.!;, 0 1
Ism
-6v- M—, Nct, iA/ LL t?'�
2UN or- P�M� A1,W IN!�j-.WALL C---
J,44&#-,.ty F -LAT W1 S4J9Z44^p4L- e*4f uf4 Ir Vi/ joc-ps;
M 15-15A 7., CIF Mt2�t -z- 4 ALP &I - L
PA C-54 II, &I &
71-014,
Flip (a 1, Km..^ cp (o I
-"T— —
0 f4A-
'117S I, ^4fv6^ 7- (1 (01 It
I MSSA 2,
%*CAP M115
m w vrr*4r='( 514k)
PM" 2.
�*VC4-114r, PAP.
4 z PA I JVJ,!� P.4
JZI
(AT V4oF-,�>T cot4 t>)rjvNq
TA j N!� \,V1 A
Cp- tALL e,.,,
FENCE
(DESIGNED BY OTHERS)
MESA CAP UNIT
O�5' MIN.
INFILL
CONCRETE BY OTHERS)
(DESIGNED
MESA UNIT
\—TENSAR GEOGRID
FORM WORK SLOTTED
TO RECEIVE POST GEOGRID
UNIT FILL
FENCE POST ON TOP OF WALL DETAIL (TYPICAL
M, 70- �UALL
TENSAR GEOGRID SHALL BE PLACED
�HOWN,ON GEOGRID ORIENTATION --TENSAR GEOGRID
CONCRETE
(DESIGNED BY
11.0,
MESA STANDARD UNIT
TLAN VIEW
DET UL OF FENCE POST ON TOP OF WALL
NOT TO SCALE
STEP 1: PLACE AND COMPACT FILL TO BOTTOM OF FENCE
STEP 2: SET BLOCK TO ELEVATION OF POST GRID
STEP 3: SET POST FORM
STEP 4: BACK TO POST GEOGRID
STEP 5: PLACE POST GRID AND STRUCTURAL WALL GEOGRID
STEP 6: SET BALANCE OF BLOCKS
STEP 7: PLACE POST AND CONCRETE
STEP 8: COMPLETE BACKFILL
MESA
,227mm) (457mm) I
E F /--7
LEVELING PAD-��----4 6"
'I,
, '>omm)
TYPICAL LEVELING PAD STEP DET A I L
N07 TO SCALE
6'JNR(1Nf',)RCFD CON'.RM
'30'3(,
PSL MIN COMPPESSWE
MESA UNITS
CUT BLOCK TO FIT AROUND PIPE
4
oy
1 12"
DRAIN PROPOSED GRADE
--------------
------------
----------------
-agAIN-PIPE OUTLET DETAIL
NO-� *10 SCklf
(RIM r-INDERS it" '-RON�
OF TRANSVERSE BA�,
MrSA SANDARO UmT
MESA JN10
STANDARD C,NN[,--TQR
TEN�AR' STRLCIURAL GEOCRILD
jE'ELING PAD DETAIL
NOT TO SCAL- `R4N5VERS[ 8AP ACAII,�,;-
NOTES:
S
1.) MAXIMUM WALL HEIGHT 70 BE FOUNDED ON COMPA-7E: STRI,:C-,�RA� -I'ANDAR UNIT
FILL SHALL BE DE71ERM:NED 61 THE ENGINEER ORLop -0 C3N�'pu"-'�ON
ESA A_
NUDDY-DETAIL
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FENCE
(DESIGNED BY OTHERS)
MESA CAP UNIT
O�5' MIN.
INFILL
CONCRETE BY OTHERS)
(DESIGNED
MESA UNIT
\—TENSAR GEOGRID
FORM WORK SLOTTED
TO RECEIVE POST GEOGRID
UNIT FILL
FENCE POST ON TOP OF WALL DETAIL (TYPICAL
M, 70- �UALL
TENSAR GEOGRID SHALL BE PLACED
�HOWN,ON GEOGRID ORIENTATION --TENSAR GEOGRID
CONCRETE
(DESIGNED BY
11.0,
MESA STANDARD UNIT
TLAN VIEW
DET UL OF FENCE POST ON TOP OF WALL
NOT TO SCALE
STEP 1: PLACE AND COMPACT FILL TO BOTTOM OF FENCE
STEP 2: SET BLOCK TO ELEVATION OF POST GRID
STEP 3: SET POST FORM
STEP 4: BACK TO POST GEOGRID
STEP 5: PLACE POST GRID AND STRUCTURAL WALL GEOGRID
STEP 6: SET BALANCE OF BLOCKS
STEP 7: PLACE POST AND CONCRETE
STEP 8: COMPLETE BACKFILL
MESA
,227mm) (457mm) I
E F /--7
LEVELING PAD-��----4 6"
'I,
, '>omm)
TYPICAL LEVELING PAD STEP DET A I L
N07 TO SCALE
6'JNR(1Nf',)RCFD CON'.RM
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PSL MIN COMPPESSWE
MESA UNITS
CUT BLOCK TO FIT AROUND PIPE
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1 12"
DRAIN PROPOSED GRADE
--------------
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TEN�AR' STRLCIURAL GEOCRILD
jE'ELING PAD DETAIL
NOT TO SCAL- `R4N5VERS[ 8AP ACAII,�,;-
NOTES:
S
1.) MAXIMUM WALL HEIGHT 70 BE FOUNDED ON COMPA-7E: STRI,:C-,�RA� -I'ANDAR UNIT
FILL SHALL BE DE71ERM:NED 61 THE ENGINEER ORLop -0 C3N�'pu"-'�ON
ESA A_
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BELLEFAIR
VILLAGE OF
WESTCHESTE-IR COUNTY, NEW YORK
RETAINING WALL D E S I C.3"' N
Re)r Co-
OrIg..,
design by
drawn by.
chkd by