HomeMy WebLinkAboutMisc. Plansz
0
Z-4.- OWl&r AUM1,70 mow Y&* - C&w"vtft"
stao Alawm*7t
7h.- p0r11017 Of p,-op&Hv //7 the V111qg& of Rye Brook is et7llrely
In the Zo,7117g A91slrlcl 0B1 CalnpaV affloe hallb'1i7g zo17117q &1s1,-1cZ
,0ae10the ,orq,o&1*"proA,1m11 s y to the alroorl // is also sahjecl to Alrporl
2'-4 as par '*asler Sheol A-J" of lh&
/ow17 of Y& Zol7lng
AICR, daled Sept Z 1954, 1cS1 reylsed Nov. 74 1982 017
f1le t7/ 1he V111age
of Rl&-.91-00k 9a11&117g
ZONING MAP
1. n70C&Wt AMI?iV17 00'16T
Gid IIM* 1?V9&.9CW 2529 Greenavich,
annecticut 016936 5200
v rmmd
?1914
J 5`17/7MX0,y -C,-We,1
f of a Brook 0-,vanrent of AWN/1 ris
South fridge Street; Ry& Brook,N- 1057J
&91J075f
Ll G1 U1 S1, . L3 G3 -U3 S3
Of 41170e&lorO&170'1177prCIV&177,PI71,-
rsefnents or encroachments, which are not
MIN& 0&r117§1 170fM01 field SWWV 0,06MI1017S
or arenot-.*701hr&M-171�Y d--Sf 706,0d //7
inetrunnts not h n h&M017
svhsvqz;&17?4, are not certified
TOPOGRAPHICAL & BOUNDARY SURVEY PREPARED BY WARD CARPENTER ENGINEERS INC.
k
SURVEY DATED: July 12, 105
L2 G2 U2 S2 L4 G4 U4 S4
fews"001 crud Addll2wa/ 1IM0,61"a11017 added /1/// 17, 1,995 cane' July 25, 1995
1r°&i11s;Pd and Aolollllolwl 11710,-InalloI7 aobledAox. 7, 19.95
40KAP1701 W&110170'$ //7A0//770//0/7 added -,
Pee 51.995
Memlsed to axcluol& the J. 0�4cres Poteel Feb. 7, 19946
100 /X W011al7d Selbark Z117* 9d0160' Feb. /-T,19.96
The pi',nel"Ises A6117g,lar�ZOIS I-A-1-1, I-A-2 1-92,117 !91.00k f
Sheol as show on
/7 1he 1////47pq of fve Rmok /ay Assesselml7l 177aps.
KEY MAP
CI O
@ng
P13@
W*11017d MOM
Whftm (POnflne Road,,
v
Assoc. 11mll-olmOn'101 0017S., 117C.
on
Copyright
C 1997
aa)Udaj -" (Mal &Sao
a
........
...DRAWNG
NUMBERS
1
of
41
EXISTING CONDITIONS / REMOVALS
2
of
41
100 SCALE SITE PLAN
3
of
41
SITE LAYOUT PLAN L-1
4
of
41
SITE LAYOUT PLAN L-2
5
of
41
SITE LAYOUT PLAN L-3
6
of
41
SITE LAYOUT PLAN L-4
7
of
41
GRADING PLAN G-1
8
of
41
GRADING PLAN G-2
9
of
41
GRADING PLAN G-3
10
of
41
GRADING PLAN G-4
11
of
41
UTILITY PLAN U-1
12
of
41
UTILITY PLAN U-2
13
of
41
UTILITY PLAN U-3
14
of
41
UTILITY PLAN U-3
14a
of 41
OFF SITE WATER
15
of
41
SEDIMENT AND EROSION CONTROL
16
of
41
SEDIMENT AND EROSION CONTROL
17
of
41
SEDIMENT AND EROSION CONTROL
18
of
41
SEDIMENT AND EROSION CONTROL
19
of
41
CONSTRUCTION SEQUENCE PLAN
20
of
41
ROAD PROFILES
21
of
41
ROAD PROFILES
22
of
41
ROAD PROFILES
23
of
41
STORM PROFILES
24
of
41
STORM PROFILES
25
of
41
STORM PROFILES
26
of
41
STORM PROFILES
27
of
41
STORM PROFILES
*
28
of
41
SEWER PROFILES
*
29
of
41
SEWER PROFILES
*
30
of
41
SEWER PROFILES
*
31
of
41
SEWER PROFILES
*
32
of
41
SEWER PROFILES
*
33
of
41
SEWAGE PUMP STATION
34
of
41
CRITICAL FILL SECTION
35
of
41
OUTLET CONTROL STRUCTURE DETAILS
36
of
41
WETLAND MITIGATION PLAN
37
of
41
DETAILS
*
38
of
41
DETAILS
*
39
of
41
DETAILS
40
of
41
DETAILS
41
of
41
DETAILS
HEALTH DEPARTMENT SET
Abw mo - awwow
M& AbomW
RX Lo"mm
R CO. HEATH DEPT..
GRAPHIC SCALE
loo 0 50 100 200 400
"LLA"'E
IN FEET MUM PU N A
VILLAGE OF
1 inch = 100 ft.
RYE BROOK
5-28-98 WESTCHESTER 'COUNTY, NEW YORK
EMI 5 I IlN(; CONDITIONS REMOVALS
lo
Ak*W
too W_#A RAW CLEVAIM
All,
if
46 100 WEPA FLOOD aEVl
If
A ". \ 00"
fill,
44W
A*Cft
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Of
S
flit,
4 -9 W
10D *0 A= UVAT"
SWT 1 14
17 Jt
19 k
4 IP __`l
46
20
MEL
T -
4 pie? 1 ".4. 10
En
it, 21
Al 00* AAV At 1-14tV
C17
IL
7 1 , 22
A\
PARCEL *A*
Efl 1 4 0
X _A_ 28
SWT 6
�z LANDS TO BE DEDICATED
101 20
TO THE \ALLAGE OF RYE BROOK
APPROXIMATELY 20.7 AC�
UPLANDS 18.5 AC� 1
64
104
+ 2
49
iWl
Nll/I ' _', __ I , >
4A
�**A� Jilt
i Z_N�
N, N,
124
11(44
AppRokUAft 4
..................
62
140
141
A" 9' 41
3�
42 t-
58 A A I,
43
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60 57
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47
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4_113mf�`_� till A��* 4S WNW Al am
NI, JI
1, 49
A JA,4R, A,
152 21
5yc
153
216
A
WT 5-1
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4 A I`
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213
SENIOR 209
LIVING 222
2Zc 714f 41'' 00111:;
�qt co f: M7 pp A PARCEL "B"
11 PI_ANS, FOR rill,
229
O'Sp"ISA",
APPROXIMATELY 8.3 AC.
jwf,40 TF coe,�,
AS _14ECf4SSA4�* V9 UPLANDS 3.3AC.
T ACCESS PARCEL FROM LINCOLN AVE.
24
231
243 24
1 1 239 EW io
24
L
233 AV
Am
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232
7
WT A
V
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4mmomm go do 400mmom 4=
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PClIva
Clill M 9% C-Nit,&Vi IMAi I
BELLEFAIR""
VILLAGE OF
RYE BROOK
5-28-98 WESTCHESTER COUNTY, NEW YORK
5-71-98 "OUT
APPROVED BY: 3-17-98 100 "CALE LKY
DATE: Rev: 1-23-98 0
101 101
orig: 12-10-97 ILI] 019 kffO pj 0 H @1 P 0 H 13 Q9513
design by. DR
%r JLF
drown by.
Copyright (c) 1998 chkd by
4m mmul Go quimmi
AW lb* - cmim"FAI
Abb Aboomw
sheet
2
0-
/41
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PARCEL "A"
100
or,
j„
` �_. _ — _ LANDS TO BE DEDICATED
TO THE VILLAGE Off` RYE BROOM
e ' 30 APPROXIMATELY 20.7 AC
b3 .
`"�, 1
a
67 33 t
UPLANDS 18.5 AO.FEL
�
104
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96
to
119192
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25
118
120
3;,
l 124 / ZC
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- ., , rw . • , § .:. . -' - .. , � _: ... .. .: � ., R"' i. � � � '+� ~ "`+.:,,, _ .�.- { i ''
UPLANDS 3.3AC. t
e ACCESS PARCEL FROM LINCOLN AVE.El E�]
3 r
ar,
4� 233
r ? t
SWT
r ,
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KIN a
s7wKer
BELLEFAIR'
VILLAGE OF
_ RYE BROOK
5--28--98 WESTCHESTER COUNT`, NEW RK
11
APPROVED BY: .3-17-98 100 CAKE LAY JT
DATE: -
Rev: 1--23-8
Ors : , -, o- I o c l(N c a 13'
u n
design by. QR
drown by JLF o @) Wh t s POSAna R(Ma u STWrryQ;&Wnv MV 19061
Copyright chkd by. 1998 Q comb -maces
sheet
2/
/41
4,
- - - - - - - - - - - - - -
100 YEAR FLOW IMEVATION
-Ng
N
409 r 0 0 k
0
Q�
100 YEAR FLOOD
Lit? %
15 Lfafftfaaff ;A�� 10 A-. <
011' \17 14 gip, Z?
29
V'st 0 99-5 -7 a
SWr ACCESS A
BL
SWT
7 3— 1— -2
IV& t iti
IA� S
lit Lk A-J
41 M i N%ijill,lill #it 100 yk RX0
fill%
W
9 Ar mom
N
00 SINT 1 8 9 14 100 YEAR FLOOD S"AYM
AV
16
tn IX y
17
6� 19
-a- - -5
47 -,0 -0—
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20 z
441
T
T Ilk
r-821 A 83
85 r
21 luov-y Is -
17 75 Ar 4-0'a
2 w* A* ft 15a
I , A-8
r.
22
It
88
24
71 27 ' PARCEL "A"
Mom.L_j 4%�
28 SWT 6 A-9 t
too
101
LANDS TO BE DEDICATED
99
69 TO THE VILLAGE OF RYE BROOK
103 APPROXIMATELY 20.7 AC.
2
33
65 UPLANDS 18.5 AC.
04 r64
A-11
35
96 k
POOL
36 A-4?
Ip 94 44, At a a
191
41 10
118
190 37 f
93 107 ♦ 120 It
264 258 126 \1 4ORUNWAypROECTI
♦O70NE
189 38 MO)kMME ILOC"
At
117 39
kc ) t 127 N
62
OENEM NO= 51 11661 140 A-19
262
I THE VILLAGE ENGINEER IS AUTHORIZED TO MAKE ANY CHANGES WHATSOEVER TO 187 It A-& 4
IMPROVEMENTS SHOWN ON OR NOT SHOWN ON CONTRACT DRAWINGS 'to 59 41
MEET FIELD CONDITIONS, 115 \,,b 128 r
IN, f F
Z THE UTILITY MAINS, DUCTS, POLES AND SERVICES IN THE 110 42
CONSTTRUCTION AREA. WHERT.- SHOWN ON THE CONTRACDRAWINGS ARE A-Z A-24
AT THE APPROXIMATE LOCATIONS FURNISIHED BY THE VARIOUS 1163
UTILITIES CONCERNED, WHENEVER EXISTING IMPROVEMENT 114 129
INFORMATION IS EITHER INDICATED ON THE DRAWINGS OR SUPPLIED too P43
TO THE CONTRACTOR AT A LATER DATE, IT IS UNDERSTOOD THAT SUCH 143tt
INFORMATION IS FURNISHED IN GOOD FAITH FOR THE tONTRACTOR'S 60 57
CONVENIENCE. THE CONTRACTOR MUST INTERPRET THIS INFORMATION 41
ACCORDING TO HIS OWN JUDGEMENT, AND MUST MAKE HIS OWN lilt
DLTERMiNATIONS REGARDING THE LOCATION OF AI..L IMPROVEMENTS. NO A V
CLAIM WILL BE ALL -OWED BECAUSE Or INCORRECT, INCOMPLETE OR 4. 70
Z
OMITTFO EXISTING IMPROVEMENTS INFORMATION, 185 53 1.2
45 _T
�ibll 175 V I
ALL, WORK, MATERIALS, SPECIFICF ATIONS, RGULATIONS, RULES, 171 2M t
PERMITS, ETC,, OF ALL. STATE, COUNTY AND LOCAL GOVERNMENTS, Vl___l 11
AND ALL UTILITY AGENCIES SHALL BE FOLLOWED BY THE 1361 131 55
CONTRACTOR. 176 52
47
4- CONTRACTORS ATTENTION IS DIRECTED TO THE STATE OF NEW THE CONTRAC 1gt147
DEPARTMENT OF -ABOR. BOARD OF STANDARDS AND SWT 5 L YORK APPEALS
INDUSTRIAL CODE RULE 53 — "CONSTRUCTION, EXCAVATION AND
DEMOLITION OPERATIONS AT OR :NEAR UNDERGROUND FACILITIES 35
,EFFECTIVE APRIL 1. 1975s THE CONTRACTOR WILL,. BE REQUIRED TO 'wow
74
COMPLY WITH ALL APPLICABLE REQUIREMENTS OF INDUSTRIAL CODE Ne, 19 219 4-Z I I t
/� N*,�
x1l, 149
RULE' 53.
'10
5- T�,E CONTRACTOR SHALL PROVIDE ALL BARRICADES, SIGNS, LIGHTS, ob 134
C O, FOR MAINTENANCE AND PROTECTION OF TRAFFIC FOR THE
4-x I
DURATION OF THIS CONTRACT, ALL IN ACCORDANCE WITH THE LATEST I I
NYSDOUN T MANUAL OF TRAFFIC CONTROL D152 EVICES. I I
21
NS AND
i I Aw
THE CONTRACTOR SHALL COMPLY WITH ALL RULES, REGULATio' IC-11 to
153 216id Q
01RECTIVIE-S OF THE LOCAL POLICE DEPARTMENT. &4 We llon d
2211
7- THE CONTRACTOR SHALL RESTORE ALL DISTURBED EXISTING FEATURES
SINT 5-1 0-5
,jrO A CONDITION EQUAL TO OR BETTER THAN EXISTED BEFORE CONSTRUCTION. . . . . . . . . . . . .
I i 1 1 157 215 1 C-6
8- 'THE CONTRACTOR SHALL COMPLY WITH THE LATEST OSHA CONFINED SPACE ENTRY 4 04 It
REQUIREMENTS (29 OFR PART 1910). / / ____l
221
211 213 Limit
tt
9. THE CONTRACTOR SHALL COMPLY WITH THE LATEST REVISED OSHA SHEETING LIV 212
REQUIREMENTS (29 CPR PART 1926.650. 651. 852 SENIOR
208 209
LIVING
10. IN ORDER TO FACILITATE ANY MAINTENANCE THAT MAY BE REQUIRED, EXCEPT n2
AS SHOWN 0 THE PLANS, NO STRUCTURES, TREES, WALLS, OR PAVED SURFACES N 2M
olrHEH THAN DRIVEWAYS.SHALL BE PLACED WITHIN EASEMENTS OR WITHIN 7 1/2
FEET 0 PIPE CENTERLINE. I
ll. PLANS FOR BUILDING PERMIT APPLICATIONS SHALL PROVIDE FOR PROPER OPP 1!1 E!l 211 1 PARCEL "B"
DISPOSAL OF FOOTING DRAINS, ROOF LEADERS AND SURFACE DRAINAGE. 2N rr
12. ANY EXISTING SEWER MAINS TO REMAIN IN USE ARE TO BE TESTED FOR LEAKAGE _j P�9 ♦ APPROXIMATELY 8.3 AC.
DURING THE CONSTRUCTION PHASE OF THE PROJECT, AND REPAIRED OR REPLACED ♦210
AS NECESSARY.ti
in,, UPLANDS 3.3AC.
Am
"'4`7 ACCESS PARCEL FROM LINCOLN AVE.
231
2
248 43
E�l 1E E E!l El E)l I i
191
WW GAIN CM)ML AMM)
SVT 193
%j
- ------ DWO WK TO BE
0XV0 TO BNAMff AM
SWT 4-1
!98
4
ar
"o 4WNWNW 4W ummum aw'D 40mmmom Go ab commm ab 4W �amwsv 404w
MW
A* Abwmwf state L"
4= mmmaw
0 V. MW ra* - AMMONA4
S MEE r KING SAW Abspaw
REBUILD EXISTING WALL Rmi ju n rymmr. WAI i s7WCEr
GRAPHIC SCALE
100 0 50 100 200
( IN FEET )
1 inch = 100 ft.
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
VIOLATION OF THE NYS EDUCATION LAW.
-------------
A
BELLEFAIR
VILLAGE OF
RYE BROOK
5-28-98 WESTCHESTER COUNTY, NEW YORK
APPROVED BY: 5-7-98
100 SCALE LAYOUT
DATE: 1-23-98 sh eet
Rev,
101 kl u L_j I
}rig: 12-10-97 101
HIUJI �0
.no._0rr---,ha�c�af�:31 0 0@0
design by. DR
drawn by. JLF M(99) WhDq;s Pomona Road,) `t�'mrrr%(g)wnv MV 1(9)001
t /71N 1998
Copyrigh P
o,
s
e.
C
r
Stone 12'all afon g
Line
'I
0,7
1-25
16
,
t 24 -
I / --..
PROPERTY LINE
\ 27
f`'f -.18 28
RIGHT OF WAY LINE
-- EASEMENT LINE `F�c 12 l3 \ ``- -.� 37
CC
BUILDING ENVELOPE i7 'R-20' 21 J �— �`'' 32 37
WETLAND LINE
29
33
100 WETLAND SUFFER' 6 -- ` " ~�- ---- ,� y .."`.. --- \ 3 \
...�--M � FIRST FLUSH o � ---�.
�\ 36
We t
ADDITIONAL WETLAND AREA OPEN SPACE 11 .,-' �K`� ��s ''ram \ `�-. '0
k-
Y PROPOSED DOUBLE YELLOW LINE .✓ „..--' TRAIL.•--
ll
PROPOSED 12" STOP BAR41
.-sw
Role
PROPOSED STONE RETAINING WALL �{ f < U
iY e t o n
(SEE DETAIL SHEET 40 OF 41) 2 '
- ,/._--
PROPOSD CONCRETE RETAINING WALL '� -�. � "f .,~-.r-,•. �`�s I
DESIGN NOT BY DO P ROTF I-` _ n
L H ELD ENGINE �►
FLUSH \
PROPOSED SIGHT LINE � ( .
r „ h �.
WITH EASEMENT � � y� f � 11 1 2 1
f I 14 �\
1 - 11 II 1
f f
. �.
PROPOSED GUIDE RAIL
Q_
1 l 1743
PROPOSED 43 0 f
OPOSE SIDEWALK - f p
x10
% / 44
PROPOSED SIGN AND DESIGNATION . -- \
f r Ofl _ ! _
°5 9+ 1- r . �. Q
PROPOSED TRAIL SYSTEM .. P' � �t4 8 8 F-- 13+0� o
_.
. PROPOSED LIGHT LOCATIONS � '(�-
—� 1 �i
„
f
7
19
r r
4
1 � ,
eo
1 f
,;
1 .I
I
OFF STREET PARKING AVAILABLE P •--.._ E �� SPACES � E
l �
1 t � ,
1
1
I
1
WEEKDAY USE
r�
REQ {� 4
ram,.. ,
'7
`
RETAIL 35oa SF �SPACES
w s
O FlGE 35rD S
14 SPACES ...
1 f
®AY CARE 5 CHILDREN, 5 STAFF) 10 SPACES
�►
r
i eerr®.w
(PROVIDE FOR 5 DROP OFF ..--•- � . �.
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TRAFFIC PAIN D I "T MARKINGS GS AN SIGNS SHALL 8E IN ACCORDANCE ITN THE LATEST REGULATIONS 4F THE
N.Y.S D.O.T. MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES" �
D
I
LEGEND
1 �
8
PR4PERT N r � I
Y LEE
LIVING
�- RIGHT OF WAY LINE
°
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6
250
EASEMENT LINE A
c
>x
'o
BUILDING ENVELOP,
sb
4.
WETLAND LINE'
'� to
28 29
rz
.. 100' WETLAND BUFFER
ADDITIONAL WETLAND AREA
219
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210 211 }{ 212
208 20
222
206 /
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207 -� r
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100.00-100
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2 228.4Q
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PROPOSED DOUBLE YELLOW LINE 240
241
PROPOSED 12" STOP BAR
24 2 27 3
PROPOSED STONE RETAINING WALL f
SEE DETAIL SHEET 40 OF 41
WALL TO
STEP 5
PRO
POSED CONCRETE RETAINING{
DESIGN NOT BY DOLPH ROTFELD ENGINEERING 8
f
_ I I
PROPOSED SIGHT LINE
WITH EASEMENT $: �,% 1
SE VICE GATE CARD/CALL A
WT
PROPOSED GUIDE RAIL
�., PROPOSED 4' SIDEWALK
FIRST FLU '` t I OPEN SPACE
SWT 4-1
PROPOSED SIGN AND DESIGNATION
PROPOSED TRAIL SYSTEM EXISTING STONE WALL TO BE RECONS c e
o f 5 0 n G�c, /f
UC a a n
PROPOSED LIGHT LOCATIONS "SERVICE ENTRANCE ONLY" SIGN
/. END CURB AT ROW
ara ors wr Derr tee► s wee ars State Line
.nr oMO a
m 40wollowmawmew Imp qmmwmmmmmmm am
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14'
5-28-98
5--7-98 BELLEFAIR
3-17--98 VILLAGE OF
-23-98 RYE, BROOK
12-0--97`
WESTCHESTER COUNTY, NEW YORK
.11--,25=97
10-31_97 ^ S It LAYIIIIIII'LAN
Rev 9--17-9T
Od c@ 0I� oG'ollp
Drlg; 4-23�97 d@)0ph o �
design by.. DR
drawn by.' JIFF (9) ho%(s Pomona Road,; �,r mrrv%ownq my 1@001
R,m ),4% I. (A-
chkd by
Copyright V 1998
mono III ill 1,1!0"1111111 1 1 0
'Mill I in
LE E ND
e
28
29
PROPERTY LINE
RIGHT OF WAY LINE
EASEMENT LINE
BUILDING ENVELOPE
WETLAND LINE
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 DESIGNATIJ
PROPOSED TRAIL SYSTEM
PROPOSED LIGHT LOCATIONS —IYPE-
VILLAGE OF
RYE BROOK
WESTCHESTER COUNTY, NEW YORK
La
SITE LAYOUT PLAN
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tea. , " K ``� 21.9 INV, 275,QQ QMH, � ` d. J
INV: 291.E RIM 280.00 40
�p C k INV. 27ZQQ
/ $ e t ! INV. 274.00 �` INV 276.0 "T9
4 TRAIL 15
R 2g3pp iNV. 279.91 IN N. Al `°
III 288,47 lox --SH
INV.285.47 t23tlE INV.275.91 Ritrt28600
16 DIP WATER MAIN -� . A INV, 281.02 '` 1{i0 yr. 76 0
j ,✓ -� RINV, 273.E .'.'"'`'"�1, °_-------.___•-_�__47
LEGEND_.- -`r 28 . 9 1 f
-- 1 INv: 28Q.Q{t (FIRST �t) 87tF: d n
aAYLIHT FOO G DRAINS s•
- -' OCS-1 ... -- t �I 0 FOR UNITS 2 57E E 6-24 DIA, REV PITCH 0.5%
PROPERTY LINE ' ...,.- t NV. 270,00 6
5'� EB., 292,0 � o HIV. 273.8
RIGHT OF WAY LINE ' C) B EMERENCY SPILLWAY `�.
+�Q �` � j'�'" INV. z92oQ 15 long 0 d, 2�.5
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h n. EASEMENT` LINE Y Rpd29&Q4 nn 12 -v. 4
111 �. INV: 292.t9 8.4 V 4 RIBA 00
14 Fs. c-
$s�'�•34 g58riT.347.4 2,4 6SlAT:340, $S�fT.296.0 BSMT.232.0 �Iu l 292. fl
EXISTING UTILITY POLE FF 3111 BSm FF 309.0 Nu T z9 :s0
�' 316.4 FF 305.(t FF 301,0 T.288 t}
All,„ 9�' FF 311.4 fF 297.p ESbfT,
lt�l•I. C-1
EXISTING LIGHT POLE a' YLIGHr FOOTING GRAIN 2s.o ?�
' 1' + SMH A7d FF RIB 0 4 '
./ 8 8H. 8-1 F UNITS 24E-57E <n .�:(} es INu.
REM 317.OQ tlt t C8, AlAA-3 278
✓ 7 INV OUT 311. INV IN 3 4. {Y R(M3Q5:5Q2$3.0 INV, 270,24 Ocs EXISTING CATCH BASIN ,,, I i310.OQ �4 INV OUT 80 INV, 302,Q cn LP AA-2 CB 0-5 FF 292.p 2843 4,3 f
NV,egg 4 1�8297 00 v a RM307,90 AtQ _ b. f �1
DMH, A- `�• INV, 294.�04 g,1ti.31
INV. 293.5 $ INV. 2 r9.79 �e i �
_....__ ,....' 14 . ......_ .... ... N k V, 1,86
32 G 3Q6:20 T2 INV 278.50 (FIRST FLu
2 CR,' PROPOSED GAT.....BASIN �, _ __._ __ _� -_e_ __ R1td31Q:OQ � �^ . s-2 � 241 tF'3, • .. $ I
(i R CATCH
...... : �.. , «� INV. �4,18 30 _ .
NV. 3fi5.19 - - _ RI321.(�I r �� • .. -- IN IN 298.40 29
.. Oil 1.85 SMH A7rs 0 �'�� ---.. NES.V 2
fNV-30 13_._. ra - OUT 298.30 �2 AA 1
I ` TIN RA T _ _ -- 29Q. IRIMNV N 284. DA GHT FOOTING D S INV. 270.
I� EXISTING DRAIN INLET ,,,, INV, .. 14.� ``• ° .,,,,�', NV. 287. INV IN 284.70 . C $�fi 4'6 «..,.
Rtfd317.2Q _._ 3 {} °- Nu otP 284.bU ,�,� ? � F UNITS 24E�-5iE
` 8 4 INV 312,E i VlN,3Q7.1fl
PROPOSED DRAIN' INLET QtAH. I3-3 25 _ _._._ _a �. ,� 1 ofl 2�J v e
EF i' INV, 312.78 : - __• !f ..,,,,, -..,. , ,� 8
u g 77 r� s"�r.2ss:o
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INV. 324.29 `a '.. IN 298,5 97,0 r,`�•
'B n 2t7 if 28 .,�, RIt294,
PROPOSED YARD INLET INV. 321.27 33 C, $_ 1.0%15 Rol !f -- p Bs
IR P D t E 3a 12,80 , , , , 2?.iBF. 8 t 0 INV, 87.Q6 y 2tJ
tq. II�V. 3 � NV CUT 3t2. INV, 2M.051 C-3
IftV. IL
325.23 , , > , .,�...�...,_ -. .tdt,.....w ...,.. ,., , l
EXISTING DRAIN MANHOLE � _ ... E �c�c ry n o
., � INV. 3
4 _ .
"a`� --• 317. r r r r f 4 r r r i a r r r r e• r .... . ,�,, .„ .� ' ^•,,,.. INu. 294.1 2-15
5� '1,. •� 9 E�35f � r r E • SMH A7--•••••--. ...,,.
INV. � drrr n
tf .,..•
PROPOSED DRAIN MANHOLE T8 P r 4 ,, v ! r r f •. cf' - _
f �y 1 1$ .., .! r 1 4 r 4 . V. 313,00 Rik 13.Q0
�. V Qii 'k, tit4rt/i ININV IN 288,
F _�c .....-• , 4 ► INu 309. rq"
-- H All • °�`a4NNV I 8 1 6
EXISTING SEWER MANHOLE , ,�
� .�._ ..- 2 i �! 3t . ,1 .20 � • 8 RIM 290. 1 t)CS
' �$ .�° .....--a � 7 . � � ��pp I�ROAacRESTEa SIR
u 0 .� �,, "`�. �• x 2�} - INV IN 814� ,
fi, 17.5 299.1 2
RI 18,4 GSM •..
T.3 T,3155 R �. �.. $5Nt _ 4 OR
u:so 7Q ( Ion 0 d. 275.0
".� .. � 4 U v� INV tkJT 28i.30
., 4 t.319. � .� � �� RIN
`h BSIr4 $SAfT.3t#.4 .•° !Yq
PROPOSED .. uis s
RO OWED SEWER MANHOLE ! �,. � � FF 32�,5
`Ir . °'' 4 F 327.4 F1. 324;5 � -p
^a �`� 485 8.0 FF $Sfi�T. . ( r RItA 304, a
fK `� ® a 11`t�. 325:?5 i.321.4 EF 32 FF 323.4 382.0
4s �,`� t ft! INV.3t}Q.Ot1 a
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4
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PROPOSED HYDRANT ,B� t _ 6 � 19.5 � ! 8
t 15 �€
t 0 4i !
A. � , !
3 _ , 5 r
Yl.l DOTING GRAINS � .33 f �
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PROPOSE WATER VALVE o D W E L
f d
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F{3R ITS 24E 57E7 a�. � 1 J � .
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FF '
Rai 324.3 INV. 319.00 SMT
....... OUT 710 g� J
0 RNd 326.Q t . J
RN QO 9 RRd 3906
:..PROPOSED SANITARY SEWER c i4
33 IN.30.8 _ fif 5 , k u 2 t9. C 7 3 _ ! � RRd 345:QQ _ t ,
1 �, IN
1 9.00 INV. 319,07 3t 5
aA • INV.. 5. '� YD. C 46 S •�.,
d S 4 5
'i t o 311. 8
V � & f !NV IN 338;50 6 r
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d � 22
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� INV OUT 338.40 �. 31 �0 , ,
PROPOS TORM S R d M
ED S EWE � --•r:s .
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S , STORM WATER TREATMENT ; AREA a 347.2 TE ...E T REA ti �-. MM .�-.._..
_ INV IN 343.70
INV. 325.19 . C !`'.
v, J. INV I 279.
_ V T 4 1. {.
, IN Ott 3 3.6Q ! ,
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ro INV � 2'.23
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sMH A9 F r
•
27,7tf. 5.4� t5 N 3 Q � �*� R�d33O ! 2 J F-----_
E� F INV IN 321: Rfki 30Q:50 !� E 7 3 s+
S � 26:Q3 I T 95
INu IN , 50 ! As • o
PROPOSED END SECTION l INu OUT 313,90 292 s t00
x INV OUT 292,40 31 ?.0 98 ,.J \ 2
y _ o _. p I 7 J .,
,.. IN IN .o
. $ 2
d dd ,
trrrarPr.tr4rrr tr r r<t SMH$� BSM
E7 .�./•, t E 4 E! B, 29
PROPOSED BUILDING DRAIN SYSTEM r t !+: f 3
'eF` . 1� 44tEt.....,3. iTB d " �. i {� 29Q �}
c5 , 4J RiB� 362.00 4 4 4 f f f i YII. l^3d
J o Cr RIM 354,Q 1 4 1 B f �� J t9° F
� .;.-•--�` 4 t a r f T 1(Vl `"'. J �' $SMT.292.4
I► 41 t B f f C 1Qti-(p2.t1
d Dc t4 Ef ,
I t INV IN 355.90 t t , d R1ki 34R3 8 ! D/p
INV. 348.OQ ...--''' , t to B ,
„> 44 st ®� ``FF 341,4
INV IN 355:90 t ,J INV. 303.85 6
t E i q
gt t tds 134 ® ^�
4 0 err `�. MUD'4 INV.
,,. INV OUT t f 1Zt: 3e F 3
4 `�. F ti
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WATERN NOTES t C> t 4 `� `` 308,8 ! -� IN
I INV: J t , ` . INV IN 340;9Q 0 !
Ili` � :/� 40® q +,! k : 305.5 +J �' INV Ot)T 297.
! RMN 344 Q0 T332,90/ C
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4 , ` iNV: 354.J
4 q t ;4
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r 11 work hall carried a i J �d IN 327. o A w s be ca d out n accordance with the requirements of New York American $�` �-
1 t . 220ii. 3 Qx 15 RtP
5M 59.0
INV IN 344. t � � f if��f 3.30 ,. ..`.."^..-,-.....
Water
4 ,
to Co.Go haven jurisdiction and m accordance with the requirements and t ft
9 � OI «,,; OUT 344.02 tt
`� Co.C8-13o IF INV OI�T R3 8F irr 2 8 t' !�S 8 (} �o
t FF 381. $J d!% `` �'" ' 3
s eclftcatlans as set Earth b them'. % iW % ! �
P Y I �'`� m If37Q 8SM i.359:4 !, 5
c^s 4 $SMT.3724 dd Jl '� tt F 9.1} JJ _ St0
FF 374,4 ! YO. G 3c Ui
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o T.3 9,
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. TI1 minimum cover f w BSM . ( , 2iN e mu c ve or water mains shall be four fleet zero inches 4 O or as �'
a
! INV. �., .•
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directed b the Water Company. � .. �t I R�1 3fi4.Q8 0 --�
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ou . Q
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c t o A Y s a be a o ony construction d►spates, , ., ...�' 9' pys ' ®.. •�. .. iNV. 337:63 ,� � , , - s $ T. 7 0 r TiR. °8.0
335
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t meet veld conditions. I r R0 ,15t .� �.,.: 'J sarr
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5-28-98 B E L L E F Ak I F."?"
5-7-98
3- 7 -98 VILLAGE OF
1-23-98
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� :. � M � ia.: � �} &V {�.. M. � M � M � N?. � M'}: ,,,.,. N? e~.? :V Q +`— +� G9'd O. C3 1~ � h`� R.£ �} ef. CO. r— � Fe �,.„,. �. �„• h eC,3 eL3 CO cG GO � t.fi RC) af- "�' •sy- et- � •ct- 4f"3 �r7 tC7 e,o 4f'k. U7 U'?
0 in r� c5 tsa a gr �' �s a a �t �r -'4+ ff) cn �, � °' � po r� r M PO � r) � � rn r� N) r10 r) � PM ELEV = 381.56
A.D. _ -4.52
K=2113
22+00 21+00 20+00 19+00 18+00 17+00 16+00 15+00 14400 13+00 12+00 11+00 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1$00 0+00 100.00' VC
MAAIN G" R E E N UP` R I VE u" E IN' T E R L I IN' E p R ' 0"' F I L EUn �
C,4 r°ri 11 N
11 8 C4
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PV!
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K = 1
380.37
68
I
E
140.00'
VC
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7+47«
7
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w
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Mil
L�
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A.D.�8.50
I
NIGH
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V -=
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K =
15.06
L0W P
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V - 3
87
HIGH
DINT S7
- 2$
1.27
P
128«
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•
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2+56
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PM
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PV
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351144PVI
S
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80
PV
w
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3.49
K y'
.09
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04.12
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410
400
390
380
370
360
350
4+00 '31 ()0 2-f 00
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1--9 VILLAGE OF
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DATUM Mv_ RYE BROOK
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A.D. _
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BELLEF/AIR
5-28-98 VILLAGE OF
5-7-98 RYE BROOK
3-17-98
1-23-98 WESTCHESTER COUNTY, NEW YORK
1-7-98 — SEWER PROFILES
11-25-97 SANITAKT
Rev: 11-11-97 sheet
SCALE sOrig: 9-17-97 101 n'ro--d 101
HORIZ: 1" 50' 32
design by. DR
VERT- 1" 10'
drawn by. AO 40(99849
chkd by: —�QR
Copyright 1998 (001-6000 41
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ESE'AN. UNLESSAt.�, REVISIONS:OFTH
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N ------ LL EL 90,4 30' EMERGENCY 61 TYP.
15' LONG 6' TYP. SPILLWAY NEOPRENE COATED 3'-0* SO
EMERGENCY
SPILLWAY 3 -0 SO. EL 269.3 ALUMINUM STEPS---�J' REINFORCED PRECAST CON R
Tl' REINFORCED PRECAST CONCRE 012" O.C, (TYP.) 4 0 ORIFICE STRUCTURE,
COATED 5' 0 MIFICE 9, Dip STRUCTURE, 3,000 1 PSI MIN, (TY).') MIN, CRUSHED STONE 8' DIP STRUCTURE, 3,000 PSI MIN, (TY
ALUMINUM STEPS
012" 0,C- (TYP-) CONTROL STRUCTURE DETAIL
EEL 271.0
L. 29ZO
117
MIN. CRUSHED STONE
MIN. CRUSHED STONE
CONTROL STRUCTURE DETAIL
L;Lmlm%x- alnuo'lum's ur-tml-
svff
SWT 1
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< 4-9
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64
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21
FIRS
DAYI�Hf'QTING DRAINS rnr) I IN11TO 1) A W F '7r
CAMPBELL TYPE I= I
FRAME & GRATE
- 6" TYP.
REINFORCED PRECAST CONCRETI
STRUCTURE, 3,000 PSI MIN. (TY
11
s
F,
f`b Min. LE
'S&E, A �"!, z , L
7�,�WAt.
o"
3 in. CLEAN STONE
FLD 4i4
POSTS
FLOV
M
4 ROUGH GRADE
FC7,Tf(IN
4,� Co
FLOW sfc7l6w 9
6' DEPTH
MPACTED SUBGRADE
4' T
SUPPORTNExa
FILTER FABRIC
SECTION
v v v
POST
FILTER FABRIC sfc 270/V A
01�5% OR GREATER, DEPENDENT ON TOPOGRAPHY FLOW
1T AS, TOP VIEW
OUTL REQUIRED
sam"4T 8:'S E ELOW
4
BACKFILL
INSTALLATION NOTES
START AT EXIST
PLAN
PAVEMENT
SILT, FENCE B A
COUPLE
]NSTALLATION NOTES
1. EXCAVATE A 66 INCH 6 INCH TRENCH, OFFSET APPROXIMATELY 2 FEET FROM THE INLET
C
S CMV I
ON
L 'ALL HAVE UNINTERRUPTED POSITIVE GRADE TO PERIMETER. LIL RAM
1.�, ALL TEMPORARY SWA ES, 'SHI
N ................. A OUTLET. 2, UNROLL A SECTION,� AT A TIME AND POSITIONTHE POSTS AGAINST THE BACK (DOWNSTREAM)
50MIN.'LENGTH
WALOF THE TR L ENCH TION OF FLOW),
2, DIVERTED RUNOFF FROM A DISTURBED AREA SHALL BE CONVEYED TO A SEDIMENT NET SIDE AWAY FROM DIREC
IK
SEC 7)01V B
TRAPPING DEVICE.
3. DRIVE THE POST INTO THE. GROUND UNTIL tHENETTING IS APPROXIMATELY 2 INCHES WMAIIII 'Z�lll
PLAN
NATIVE SOIL
SfC T10A A
_3. DIVERTED RUNOFF' FROM AN UNDIST' FROM THE TRENCH BOTTOM�
URBED AREA SHALL OUTLET DIRECTLY INTO
AN UNDISTURBED ,FROM
AREA AT NON-EIROSIVE VELOCITY. INSTALLATION NOTES qq
-IN. FLAP OF FABRIC ONTO THUNDtSTURBED BOTTOM OF THE TRENCH,
4. LAY THE TOE
4. ALL TREES, BRUSH, STUMPS-, OBSTRUCTIONS AND OTHER OBJECTION LE AB BACKFILL THE TRENCH ANDTAMP THE SOIL.
MATERIAL SHALL BE REMOVED AND DISPOSED OF SO AS NOT TO INTERFERE 1. STONE SIZE - USE 3" STONE, OR RECLAIMED OR RECYCLED CONCRETE
STEEPER SLOPES REQUIRE AN INTERCEPT TRENCH.
FUNCTIONING OF THE SWALE. EQUIVALENT. -IN METHOD
WITH THE PROPER TOE
5. JOIN SECTIONS AS SHOWN ABOVE. SUPPLEMENT WITH GRAVEL, PILED AGAINST THE FENCE.
5. THE SWALE SHALL BE EXCAVATED OR SHAPED TO LINE, GRADE AND CROSS 2. LENGTH AS REQUIRED, BUT NOT LESS THAN 50 FEET (EXCEPT ON A
SECTION AS REQUIRED TO MEET THE -CRITERIA SPECIFIED HEREIN AND BE FREE
PROJECTIONS OR OTHER IRREGULARITIES WHICH WILL IMPEDE NORMAL SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY,
OF BANK JOINING SECTIONS OF FENCING
FLOW. 3. THICKNESS - NOT LESS THAN SIX (6) INCHES.
STRAW BALES
6. FILLS SHALL BE COMPACTED BE EARTH MOVING EQUIPMENT. 4. WIDTH - 25 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH
AT POINTS WHERE INGRESS OR EGRESS OCCUR. INSTALLATION NOTES
1. PLACE BALES OF STRAW WITH ENDS TIGHTLY ABUTTING OTHER BALES TO SURROUND
7.,ALL EARTH REMOVED AND NOT NEEDED FOR CONSTRUCTION SHALL BE PLACED SO
AS NOT TO INTERFERE WITH THE FUNCTIONING OF THE SWALE. THE INLET. WHERE SLOPE AND SPACE PERMIT, ESTABLISH THE LINE OF BALES 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PI ACING 1. EXCAVATE A 4 IN
4 INCH TRENCH ALONG THE LOWER PERIMETER OF THE SITE,
2 TO 10 FEET AWAY FROM THE INLET. ANCHOR BALES IN PLACE BY DRIVING REBARS OF STONE, FILTER CLOTH WILL NOT BE REQUIRED ON A SINGLE FAMILY
RESIDENCE LOT.
8. INSPECTION AND MAINTENANCE MUST BE PROVIDED AFTER EACH RAIN EVENT, OR 2" x- 2" STAKES THROUGH THE BALES. SUPPLEMENT WITH GRAVEL, PILED AGAINST THE 2. UNROLL A SECTION AT A TIME AND POSITION THE POSTS AGAINST THE BACK (DOWNSTREAM)
9. STABILIZATION SHALL BE AS PER THE CHART BELOW: BALES. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD WALL OF THE TRENCH (NET SIDE AWAY FROM DIRECTION OF FLOW),
CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING
FLOW, CHANNEL STABILIZATION
TYPE OF CHANNEL
TREATMENT GRADE A (5 AC. OR LESS) B (5 AC. - 10 AC.)
1 0.5 10% SEED AND STRAW MULCH SEED AND STRAW MULCH
2 3.1 5.0% SEED AND STRAW MULCH SEED AND JUT, MESH
OR SOD
5.1 8.0% SEED AND JUTE MESH LINED - RIPRAP 4-8"
OR SOD
4 8.1 20% LINED -- RIPRAP 4-8' ENGINEERED DESIGN
2. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WLL BE PERMITTED. 3. DRIVE THE POST 1INTO THE GROUND UNTIL THE NETTING IS APPROXIMATELY 2 INCHES
THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. REMOVED FROM THE TRENCH BOTTOM.
7. MAINTENANCE - THE ENTRANCE SHALL BE MAI NTAINED IN A CONDITION WHICH
SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL 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 ANC/OR CLEANOUT OF ANY MEASURES USED, TO
TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO STEEPER SLOPES REQUIRE AN INTERCEPT TRENCH.
3. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. 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 S. 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 STABILIZED WITH 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 BEEN PROPFRI Y STARII 17Fn 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER
4,� Co
FLOW sfc7l6w 9
6' DEPTH
MPACTED SUBGRADE
4' T
SUPPORTNExa
FILTER FABRIC
SECTION
v v v
POST
FILTER FABRIC sfc 270/V A
01�5% OR GREATER, DEPENDENT ON TOPOGRAPHY FLOW
1T AS, TOP VIEW
OUTL REQUIRED
sam"4T 8:'S E ELOW
4
BACKFILL
INSTALLATION NOTES
START AT EXIST
PLAN
PAVEMENT
SILT, FENCE B A
COUPLE
]NSTALLATION NOTES
1. EXCAVATE A 66 INCH 6 INCH TRENCH, OFFSET APPROXIMATELY 2 FEET FROM THE INLET
C
S CMV I
ON
L 'ALL HAVE UNINTERRUPTED POSITIVE GRADE TO PERIMETER. LIL RAM
1.�, ALL TEMPORARY SWA ES, 'SHI
N ................. A OUTLET. 2, UNROLL A SECTION,� AT A TIME AND POSITIONTHE POSTS AGAINST THE BACK (DOWNSTREAM)
50MIN.'LENGTH
WALOF THE TR L ENCH TION OF FLOW),
2, DIVERTED RUNOFF FROM A DISTURBED AREA SHALL BE CONVEYED TO A SEDIMENT NET SIDE AWAY FROM DIREC
IK
SEC 7)01V B
TRAPPING DEVICE.
3. DRIVE THE POST INTO THE. GROUND UNTIL tHENETTING IS APPROXIMATELY 2 INCHES WMAIIII 'Z�lll
PLAN
NATIVE SOIL
SfC T10A A
_3. DIVERTED RUNOFF' FROM AN UNDIST' FROM THE TRENCH BOTTOM�
URBED AREA SHALL OUTLET DIRECTLY INTO
AN UNDISTURBED ,FROM
AREA AT NON-EIROSIVE VELOCITY. INSTALLATION NOTES qq
-IN. FLAP OF FABRIC ONTO THUNDtSTURBED BOTTOM OF THE TRENCH,
4. LAY THE TOE
4. ALL TREES, BRUSH, STUMPS-, OBSTRUCTIONS AND OTHER OBJECTION LE AB BACKFILL THE TRENCH ANDTAMP THE SOIL.
MATERIAL SHALL BE REMOVED AND DISPOSED OF SO AS NOT TO INTERFERE 1. STONE SIZE - USE 3" STONE, OR RECLAIMED OR RECYCLED CONCRETE
STEEPER SLOPES REQUIRE AN INTERCEPT TRENCH.
FUNCTIONING OF THE SWALE. EQUIVALENT. -IN METHOD
WITH THE PROPER TOE
5. JOIN SECTIONS AS SHOWN ABOVE. SUPPLEMENT WITH GRAVEL, PILED AGAINST THE FENCE.
5. THE SWALE SHALL BE EXCAVATED OR SHAPED TO LINE, GRADE AND CROSS 2. LENGTH AS REQUIRED, BUT NOT LESS THAN 50 FEET (EXCEPT ON A
SECTION AS REQUIRED TO MEET THE -CRITERIA SPECIFIED HEREIN AND BE FREE
PROJECTIONS OR OTHER IRREGULARITIES WHICH WILL IMPEDE NORMAL SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY,
OF BANK JOINING SECTIONS OF FENCING
FLOW. 3. THICKNESS - NOT LESS THAN SIX (6) INCHES.
STRAW BALES
6. FILLS SHALL BE COMPACTED BE EARTH MOVING EQUIPMENT. 4. WIDTH - 25 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH
AT POINTS WHERE INGRESS OR EGRESS OCCUR. INSTALLATION NOTES
1. PLACE BALES OF STRAW WITH ENDS TIGHTLY ABUTTING OTHER BALES TO SURROUND
7.,ALL EARTH REMOVED AND NOT NEEDED FOR CONSTRUCTION SHALL BE PLACED SO
AS NOT TO INTERFERE WITH THE FUNCTIONING OF THE SWALE. THE INLET. WHERE SLOPE AND SPACE PERMIT, ESTABLISH THE LINE OF BALES 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PI ACING 1. EXCAVATE A 4 IN
4 INCH TRENCH ALONG THE LOWER PERIMETER OF THE SITE,
2 TO 10 FEET AWAY FROM THE INLET. ANCHOR BALES IN PLACE BY DRIVING REBARS OF STONE, FILTER CLOTH WILL NOT BE REQUIRED ON A SINGLE FAMILY
RESIDENCE LOT.
8. INSPECTION AND MAINTENANCE MUST BE PROVIDED AFTER EACH RAIN EVENT, OR 2" x- 2" STAKES THROUGH THE BALES. SUPPLEMENT WITH GRAVEL, PILED AGAINST THE 2. UNROLL A SECTION AT A TIME AND POSITION THE POSTS AGAINST THE BACK (DOWNSTREAM)
9. STABILIZATION SHALL BE AS PER THE CHART BELOW: BALES. 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD WALL OF THE TRENCH (NET SIDE AWAY FROM DIRECTION OF FLOW),
CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING
FLOW, CHANNEL STABILIZATION
TYPE OF CHANNEL
TREATMENT GRADE A (5 AC. OR LESS) B (5 AC. - 10 AC.)
1 0.5 10% SEED AND STRAW MULCH SEED AND STRAW MULCH
2 3.1 5.0% SEED AND STRAW MULCH SEED AND JUT, MESH
OR SOD
5.1 8.0% SEED AND JUTE MESH LINED - RIPRAP 4-8"
OR SOD
4 8.1 20% LINED -- RIPRAP 4-8' ENGINEERED DESIGN
2. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WLL BE PERMITTED. 3. DRIVE THE POST 1INTO THE GROUND UNTIL THE NETTING IS APPROXIMATELY 2 INCHES
THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. REMOVED FROM THE TRENCH BOTTOM.
7. MAINTENANCE - THE ENTRANCE SHALL BE MAI NTAINED IN A CONDITION WHICH
SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL 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 ANC/OR CLEANOUT OF ANY MEASURES USED, TO
TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO STEEPER SLOPES REQUIRE AN INTERCEPT TRENCH.
3. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. 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 S. 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 STABILIZED WITH 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 BEEN PROPFRI Y STARII 17Fn 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER
2. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WLL BE PERMITTED. 3. DRIVE THE POST 1INTO THE GROUND UNTIL THE NETTING IS APPROXIMATELY 2 INCHES
THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. REMOVED FROM THE TRENCH BOTTOM.
7. MAINTENANCE - THE ENTRANCE SHALL BE MAI NTAINED IN A CONDITION WHICH
SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL 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 ANC/OR CLEANOUT OF ANY MEASURES USED, TO
TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO STEEPER SLOPES REQUIRE AN INTERCEPT TRENCH.
3. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. 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 S. 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 STABILIZED WITH 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 BEEN PROPFRI Y STARII 17Fn 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER
6 OF CRUSHED Kx --
DIP PIPE OPENING �
j f
» i..
PROVIDE BOOT OR STONE N.Y.S. #2 L IN MANHOLE
PROVIDE BOOT OR
RING FOR PVC OR FOR SEINER FORCE MAIN DISCHARGE RING FOR PVC OR 60"
DIP PIKE OPENING DIP PIPE OPENING
IN MANHOLE 9
. IN MANHOLE
MANHOLE FRAME AND COVER "CAMPBELL
ins a NO. 1254 MARKED 'SEWER" "RYE , N.Y."
i e\\71 ef'4e,�`��,%` \✓ e, \'\7`y it DYED Et3Clkt COIR c
OF CRUSHE#3 /� ``� r� r, \ re�r� # { PICK HO►.ES, TYP.) — 6Y' OF CRUSHED
fi, f `e j e/`°�,,�''
CAST iYA#1 TE STONE N.Y.S. 2�rf� STONE N.Y.S. 2
8" MIN. �fj ROCK ExcAVATION ' �. �� f�\ \ , f\ \\
CAST �# TOP OF ROCK , s\ 6i
TEMPORARY e
Bt CtIA,fE(YS#CiNS iiV INCHES DIMENSIONS # \\ PAVEMENT c�c
P1PE CAMPBELL D MENSIO S N IN04ES P NE PR AT . � r�� `1 °
» NEOPRENE COATED d r f f ✓ fi f%r\,`z \,fx
,r. A A P _ _.._ _.___SIZE
7 8 ALUMINUM rf r'd/• � {, �/ .� � � f � I
A _ c .: 3/4 �e�ee.,ti`ti4�e,1\tiee.�e\��e.e'e 2
2560 2ESst 210 13 22 8 3 1 f 9 1 /2 Fi
551 11 1;'2 20 1 /2 5 1 ��. � 2561 210 1 � 22 10 � 112 8 112 � 8 '�,
25fi2 # 3 1 4 23 1 2 F 1, 2 10 15 2 3 12 1 7 1 1 2., z BLOCK OR PRECAST 2 P
REPLACE WITH 3/4" CAP
1;i 3 4 26 1 12 2 210 1 g f CRUSHED STONE OR » NEOPRENE COATED
2 210 22 33 15 Fi — BANKRUN GRAVEL AS y 7 8 ALUMINUM »
2564 16 7 1 15 2 4 211 23 35 19 3 �'4 5 1 f`2 9 3� 4 ! 1
/ 3 3/4
�� 10 18 d 12" O.D. 12" DIRECTED. YALIr
2Q 2 210 25 1 `4 35 3/4 21 5 8 1 x`2 � 18 NOTE:
i/4" 13 1/4" PRECAST STRUCTURES TO MEET
25 I,4 30 11 q]i74'
�2662 O 30 1 2 4 1 ' 24 H�-20 LOADING REQUIREMENTS z / 4C2#A. »303,5 3/4 15 > 2 /4 6 0 21 w /'` MECH. �#NT PIPE x 2 � r f 2 1 � MAKE SMOOTH CONNECTION BETWEEN
25 10 3i 45 27 6 10 112 24 STEPS StIALL E RACED SLEEVE {TYP.) 1/2
APPROXIMATELY t ON
45 INLET AND OUTLET WITH SPLIT PIPE
C; 2EEa-CA BASIN R Qt3#RE#1 CENTER FOR THE FULL DEPTH ° OR CONCRETE FORMER IF APPROVED
f �021/'
BY THE ENGINEER. � 1 /4., 13 1 /4°>
OF THE `MANHOLE. N STEPS ALL CROSS SECTION
BE REQUIRED IN MANHOLES LESS
THAN 4' DEEP: 6" UNDERDRAIN fff C . PIPE SUPPORT STEPS SHALL E PLACED
'STEPDETAIL NOTE:MANHOLE BASE
APPROXIMATELY t 2" ON
CENTER FOR THEN FULL DEPTH
NOTE, N,T.S. TEMPORARY PAVEMENT SHALL BE PLANT m OF THE MANHOLE, NO STEPS MLL CROSS SECTION
' "BINDER .�, .. » 6 A#�t CRUSHED �
, RIM O RE SET iN )PAVEMENTBE REQUIRED IN MANHOLES LESS ALL IM AT tD COURSE) _ GRADE UNTIL FINAL PAVEMENT �'OiJI�SE I� PLACED, {iI= LEASE COURSE MIX. BINDER, NYSDOT 403.13, � MIN, THICKNESS. STONE N:Y.S.D.O.T, v _�. ..,- _ ;, NOTE, THAN 4' DEEP.
WIL BE USED FOR LONGER THAN 9 ,
�„ � I~i WEEKS lI�S WILL BE :�E3 TO THIS I:�RAI}fr �t THEN RAISED AS NEGCESSARY UPON EACH 'CLASS S2E NO. 2 NOTE.
REINFORCED CONCRETE f�1E 4 IS � � �
,� .�REQUIRED FOR ALL STORM DRAINAGE. .�
I � ASPHALT COURSE. "�DETAILS
,f /
f �ffr�'f .
CATCH BARN SHOULD INCLUDE RUNGS INSTALLED AT � INCHES ON CENTER AND THE f ,f f . PRECAST STRUCTURES TO MEET
,� ,f `�fi�fi r' f f NOTE STEPDETAIL
.:� .,e/ off/
`. 4e\e
t �` ,\��`,` H I
STRUCTURES SHOULD ;., �,ERTIFiED ; Y THE MANUFACTURER R F A PRECAST STRUCTURES 20 LOADING REQUIREMENTS
B � �1 E FOR H2O LOADING S CTU ES TO .MEET
FITTI ALL NGS TO BE THREADED.
H-20 LOADING REQUIREMENTS
D
. CAS I CAI BASINS S ADJACENT TO DRIVES ARE TO BE AT i MIN, FROM CURB CUT, d
W"'E MAIN ST Co"'WRE*"� SEWEr*A MAN& #AXE (SIMA L)
N.T.S,
I NO. 4 BARS AT 12" O.C.E.W. -
,
» N.T.S.CLEANOUT N.T.S.
DISSENSION SCHEDULE DEPRESS ON OLE
' CAMPBELL FOUNDRY
�l
iJ\tee:... rXl. MAINTAIN 2' COVER OVER DRAIN LINE a 8" PVC
BASEMENT FOOTING DRAIN
> `f PVC SOR35 DRAIN ° ,fi
i r 2 0 FOOTING DRAIN AT BUILDING �\
f s 8" DIP (MIN. LENGTH 5')
INSIDE ' �.
j PIPE OF 4. SELECT FILL TO BE PLACED
MANHOLE" IN 8" LAYERS AND TAMPED
V I / DAYLIGHT DRAIN IF POSSIBLE CONCRETE
ALL AROUND CASEMENT 6" MI.
6,. a e
1 I
4" 4" % 4 f 3» PROPOSED
_ CB 8" DIP
/ J 44 » . f4
�. PERFORATED PVC 6 #2 CRUSHED 6 6 f\
r "
' \ , 4 f�
`; ;r STONE f �;
120 \ r-- u> f
e ._. _.
4
T� i 'e E ./ / r ! FOOTING DRAIN INVERT T I
`� `\ e \. \ Al A BUILDING
. >.
MUST �
e. E A MINIMUM OF 12 OVER
RIM OF STRUCTURE USED FOR Ou�Low 71
``\ram
1.: " y q r� l UNDISTURBED NOTE:
: 8 6 BASE
p 8 PRECAST STRUCTURES TO MEET is 2; 3 MIX
CONCRETE
PLAN l� r EARTH H--20 LOADING REQUIREMENTS F001ING DRAIN
-DO NOT CONNECT ROOF DRAINOVI
T -PR
w
D' N N ET (U)
DE O.O. AT ALL BENDS AND
JUNCTIONS T
U ONS AND A 100MAX. ' is
N.T.S. .,�
N.T.S.
N.T.S.
WHERE DIRECTED BY THE ENGINEER
N.T.S.' TRENCH FOR PIPE
CAMPBELL FOUNDRY CO.NO. 3062 FIN: GRADE Y
AF r P MI I aunt ar'u
1 n
. s
SPECIAL, CAN BE MFG UPONREQUEST
I Pi ! 1 1 I II
6" TOP SOIL CAMPBELL FOUNDRY -- COMPANY PATTERN N.T.S.
COMPANY PATTERN NUMBER 3131C NUMBER 3408 "RETICULINE GRATE" TOP OF CONCRETE
FILTER FABRIC (ALL AROUND) BICYCLE TYPE GRATE- FOR LAWN LOCATIONS CAMPBELL FRAME AND GRATE
FOR PAVEMENT LOCATIONS PATTERN N 91 OR 8"x8" DIP
/ FINISHED
Q 2 EQUAL FLEXIBLE COUPLING
1 1f4 \e 4 f f s f fr'ifi� up
rfe e // r/�r'r I --- - " GRADE d-
of® �r
HANGER PLATE
9
DIMENSIONS
..; "1 Vie.. * • y.
i
� " y
2'
{
6"x6"
SUMP
MIN rlUr, rlVLtZ> UK ArrNuVtu tQ. `T---- , TO FINAL GRADE
4' MIN, Cf3VER
1. MINIMUM COVER .OVER CONDUIT
SHALL BE 24". ;
4" PRECAST CONC. 4„ 2'
2. PULL BOX TO BE USED, IN PIPE, DIAM. "D"
GRASSED AREAS ONLY.
3. THE PRECAST CONCRETE STRUCTURE i�j CIS!8" MAX. LIFT
_ .___: .._�. _ _ . - . __. ' UNDER PIPE
SHALL COMPLY WITH ASTM SPEC.
4. ALL EXPOSED DUCTS AND CONDUITS 9
SHALL PROJECT 3. BEYOND THE WALL. 98% COMPACTION
j�e \e �. �W IN FILL SECTION
_ .._ e e __._�_____ .__ ._ ____,_._.__ ______..___.—______ _ . ._..__.
DUCTS SHALL BE 'PLUGGED AND --.. � /,/� / TESTED & cER t.Flt_D
m `m
't`fln}Il4iITC Ci..tAl 4 DC Tl.,t C}C'hr1Cf't CAitl
OF CRUSHE#3 /� ``� r� r, \ re�r� # { PICK HO►.ES, TYP.) — 6Y' OF CRUSHED
fi, f `e j e/`°�,,�''
CAST iYA#1 TE STONE N.Y.S. 2�rf� STONE N.Y.S. 2
8" MIN. �fj ROCK ExcAVATION ' �. �� f�\ \ , f\ \\
CAST �# TOP OF ROCK , s\ 6i
TEMPORARY e
Bt CtIA,fE(YS#CiNS iiV INCHES DIMENSIONS # \\ PAVEMENT c�c
P1PE CAMPBELL D MENSIO S N IN04ES P NE PR AT . � r�� `1 °
» NEOPRENE COATED d r f f ✓ fi f%r\,`z \,fx
,r. A A P _ _.._ _.___SIZE
7 8 ALUMINUM rf r'd/• � {, �/ .� � � f � I
A _ c .: 3/4 �e�ee.,ti`ti4�e,1\tiee.�e\��e.e'e 2
2560 2ESst 210 13 22 8 3 1 f 9 1 /2 Fi
551 11 1;'2 20 1 /2 5 1 ��. � 2561 210 1 � 22 10 � 112 8 112 � 8 '�,
25fi2 # 3 1 4 23 1 2 F 1, 2 10 15 2 3 12 1 7 1 1 2., z BLOCK OR PRECAST 2 P
REPLACE WITH 3/4" CAP
1;i 3 4 26 1 12 2 210 1 g f CRUSHED STONE OR » NEOPRENE COATED
2 210 22 33 15 Fi — BANKRUN GRAVEL AS y 7 8 ALUMINUM »
2564 16 7 1 15 2 4 211 23 35 19 3 �'4 5 1 f`2 9 3� 4 ! 1
/ 3 3/4
�� 10 18 d 12" O.D. 12" DIRECTED. YALIr
2Q 2 210 25 1 `4 35 3/4 21 5 8 1 x`2 � 18 NOTE:
i/4" 13 1/4" PRECAST STRUCTURES TO MEET
25 I,4 30 11 q]i74'
�2662 O 30 1 2 4 1 ' 24 H�-20 LOADING REQUIREMENTS z / 4C2#A. »303,5 3/4 15 > 2 /4 6 0 21 w /'` MECH. �#NT PIPE x 2 � r f 2 1 � MAKE SMOOTH CONNECTION BETWEEN
25 10 3i 45 27 6 10 112 24 STEPS StIALL E RACED SLEEVE {TYP.) 1/2
APPROXIMATELY t ON
45 INLET AND OUTLET WITH SPLIT PIPE
C; 2EEa-CA BASIN R Qt3#RE#1 CENTER FOR THE FULL DEPTH ° OR CONCRETE FORMER IF APPROVED
f �021/'
BY THE ENGINEER. � 1 /4., 13 1 /4°>
OF THE `MANHOLE. N STEPS ALL CROSS SECTION
BE REQUIRED IN MANHOLES LESS
THAN 4' DEEP: 6" UNDERDRAIN fff C . PIPE SUPPORT STEPS SHALL E PLACED
'STEPDETAIL NOTE:MANHOLE BASE
APPROXIMATELY t 2" ON
CENTER FOR THEN FULL DEPTH
NOTE, N,T.S. TEMPORARY PAVEMENT SHALL BE PLANT m OF THE MANHOLE, NO STEPS MLL CROSS SECTION
' "BINDER .�, .. » 6 A#�t CRUSHED �
, RIM O RE SET iN )PAVEMENTBE REQUIRED IN MANHOLES LESS ALL IM AT tD COURSE) _ GRADE UNTIL FINAL PAVEMENT �'OiJI�SE I� PLACED, {iI= LEASE COURSE MIX. BINDER, NYSDOT 403.13, � MIN, THICKNESS. STONE N:Y.S.D.O.T, v _�. ..,- _ ;, NOTE, THAN 4' DEEP.
WIL BE USED FOR LONGER THAN 9 ,
�„ � I~i WEEKS lI�S WILL BE :�E3 TO THIS I:�RAI}fr �t THEN RAISED AS NEGCESSARY UPON EACH 'CLASS S2E NO. 2 NOTE.
REINFORCED CONCRETE f�1E 4 IS � � �
,� .�REQUIRED FOR ALL STORM DRAINAGE. .�
I � ASPHALT COURSE. "�DETAILS
,f /
f �ffr�'f .
CATCH BARN SHOULD INCLUDE RUNGS INSTALLED AT � INCHES ON CENTER AND THE f ,f f . PRECAST STRUCTURES TO MEET
,� ,f `�fi�fi r' f f NOTE STEPDETAIL
.:� .,e/ off/
`. 4e\e
t �` ,\��`,` H I
STRUCTURES SHOULD ;., �,ERTIFiED ; Y THE MANUFACTURER R F A PRECAST STRUCTURES 20 LOADING REQUIREMENTS
B � �1 E FOR H2O LOADING S CTU ES TO .MEET
FITTI ALL NGS TO BE THREADED.
H-20 LOADING REQUIREMENTS
D
. CAS I CAI BASINS S ADJACENT TO DRIVES ARE TO BE AT i MIN, FROM CURB CUT, d
W"'E MAIN ST Co"'WRE*"� SEWEr*A MAN& #AXE (SIMA L)
N.T.S,
I NO. 4 BARS AT 12" O.C.E.W. -
,
» N.T.S.CLEANOUT N.T.S.
DISSENSION SCHEDULE DEPRESS ON OLE
' CAMPBELL FOUNDRY
�l
iJ\tee:... rXl. MAINTAIN 2' COVER OVER DRAIN LINE a 8" PVC
BASEMENT FOOTING DRAIN
> `f PVC SOR35 DRAIN ° ,fi
i r 2 0 FOOTING DRAIN AT BUILDING �\
f s 8" DIP (MIN. LENGTH 5')
INSIDE ' �.
j PIPE OF 4. SELECT FILL TO BE PLACED
MANHOLE" IN 8" LAYERS AND TAMPED
V I / DAYLIGHT DRAIN IF POSSIBLE CONCRETE
ALL AROUND CASEMENT 6" MI.
6,. a e
1 I
4" 4" % 4 f 3» PROPOSED
_ CB 8" DIP
/ J 44 » . f4
�. PERFORATED PVC 6 #2 CRUSHED 6 6 f\
r "
' \ , 4 f�
`; ;r STONE f �;
120 \ r-- u> f
e ._. _.
4
T� i 'e E ./ / r ! FOOTING DRAIN INVERT T I
`� `\ e \. \ Al A BUILDING
. >.
MUST �
e. E A MINIMUM OF 12 OVER
RIM OF STRUCTURE USED FOR Ou�Low 71
``\ram
1.: " y q r� l UNDISTURBED NOTE:
: 8 6 BASE
p 8 PRECAST STRUCTURES TO MEET is 2; 3 MIX
CONCRETE
PLAN l� r EARTH H--20 LOADING REQUIREMENTS F001ING DRAIN
-DO NOT CONNECT ROOF DRAINOVI
T -PR
w
D' N N ET (U)
DE O.O. AT ALL BENDS AND
JUNCTIONS T
U ONS AND A 100MAX. ' is
N.T.S. .,�
N.T.S.
N.T.S.
WHERE DIRECTED BY THE ENGINEER
N.T.S.' TRENCH FOR PIPE
CAMPBELL FOUNDRY CO.NO. 3062 FIN: GRADE Y
AF r P MI I aunt ar'u
1 n
. s
SPECIAL, CAN BE MFG UPONREQUEST
I Pi ! 1 1 I II
6" TOP SOIL CAMPBELL FOUNDRY -- COMPANY PATTERN N.T.S.
COMPANY PATTERN NUMBER 3131C NUMBER 3408 "RETICULINE GRATE" TOP OF CONCRETE
FILTER FABRIC (ALL AROUND) BICYCLE TYPE GRATE- FOR LAWN LOCATIONS CAMPBELL FRAME AND GRATE
FOR PAVEMENT LOCATIONS PATTERN N 91 OR 8"x8" DIP
/ FINISHED
Q 2 EQUAL FLEXIBLE COUPLING
1 1f4 \e 4 f f s f fr'ifi� up
rfe e // r/�r'r I --- - " GRADE d-
of® �r
HANGER PLATE
9
DIMENSIONS
..; "1 Vie.. * • y.
i
� " y
2'
{
6"x6"
SUMP
MIN rlUr, rlVLtZ> UK ArrNuVtu tQ. `T---- , TO FINAL GRADE
4' MIN, Cf3VER
1. MINIMUM COVER .OVER CONDUIT
SHALL BE 24". ;
4" PRECAST CONC. 4„ 2'
2. PULL BOX TO BE USED, IN PIPE, DIAM. "D"
GRASSED AREAS ONLY.
3. THE PRECAST CONCRETE STRUCTURE i�j CIS!8" MAX. LIFT
_ .___: .._�. _ _ . - . __. ' UNDER PIPE
SHALL COMPLY WITH ASTM SPEC.
4. ALL EXPOSED DUCTS AND CONDUITS 9
SHALL PROJECT 3. BEYOND THE WALL. 98% COMPACTION
j�e \e �. �W IN FILL SECTION
_ .._ e e __._�_____ .__ ._ ____,_._.__ ______..___.—______ _ . ._..__.
DUCTS SHALL BE 'PLUGGED AND --.. � /,/� / TESTED & cER t.Flt_D
m `m
't`fln}Il4iITC Ci..tAl 4 DC Tl.,t C}C'hr1Cf't CAitl
I Pi ! 1 1 I II
6" TOP SOIL CAMPBELL FOUNDRY -- COMPANY PATTERN N.T.S.
COMPANY PATTERN NUMBER 3131C NUMBER 3408 "RETICULINE GRATE" TOP OF CONCRETE
FILTER FABRIC (ALL AROUND) BICYCLE TYPE GRATE- FOR LAWN LOCATIONS CAMPBELL FRAME AND GRATE
FOR PAVEMENT LOCATIONS PATTERN N 91 OR 8"x8" DIP
/ FINISHED
Q 2 EQUAL FLEXIBLE COUPLING
1 1f4 \e 4 f f s f fr'ifi� up
rfe e // r/�r'r I --- - " GRADE d-
of® �r
HANGER PLATE
9
DIMENSIONS
..; "1 Vie.. * • y.
i
� " y
2'
{
6"x6"
SUMP
MIN rlUr, rlVLtZ> UK ArrNuVtu tQ. `T---- , TO FINAL GRADE
4' MIN, Cf3VER
1. MINIMUM COVER .OVER CONDUIT
SHALL BE 24". ;
4" PRECAST CONC. 4„ 2'
2. PULL BOX TO BE USED, IN PIPE, DIAM. "D"
GRASSED AREAS ONLY.
3. THE PRECAST CONCRETE STRUCTURE i�j CIS!8" MAX. LIFT
_ .___: .._�. _ _ . - . __. ' UNDER PIPE
SHALL COMPLY WITH ASTM SPEC.
4. ALL EXPOSED DUCTS AND CONDUITS 9
SHALL PROJECT 3. BEYOND THE WALL. 98% COMPACTION
j�e \e �. �W IN FILL SECTION
_ .._ e e __._�_____ .__ ._ ____,_._.__ ______..___.—______ _ . ._..__.
DUCTS SHALL BE 'PLUGGED AND --.. � /,/� / TESTED & cER t.Flt_D
m `m
't`fln}Il4iITC Ci..tAl 4 DC Tl.,t C}C'hr1Cf't CAitl
DIMENSIONS
..; "1 Vie.. * • y.
i
� " y
2'
{
6"x6"
SUMP
MIN rlUr, rlVLtZ> UK ArrNuVtu tQ. `T---- , TO FINAL GRADE
4' MIN, Cf3VER
1. MINIMUM COVER .OVER CONDUIT
SHALL BE 24". ;
4" PRECAST CONC. 4„ 2'
2. PULL BOX TO BE USED, IN PIPE, DIAM. "D"
GRASSED AREAS ONLY.
3. THE PRECAST CONCRETE STRUCTURE i�j CIS!8" MAX. LIFT
_ .___: .._�. _ _ . - . __. ' UNDER PIPE
SHALL COMPLY WITH ASTM SPEC.
4. ALL EXPOSED DUCTS AND CONDUITS 9
SHALL PROJECT 3. BEYOND THE WALL. 98% COMPACTION
j�e \e �. �W IN FILL SECTION
_ .._ e e __._�_____ .__ ._ ____,_._.__ ______..___.—______ _ . ._..__.
DUCTS SHALL BE 'PLUGGED AND --.. � /,/� / TESTED & cER t.Flt_D
m `m
't`fln}Il4iITC Ci..tAl 4 DC Tl.,t C}C'hr1Cf't CAitl
2'
{
6"x6"
SUMP
MIN rlUr, rlVLtZ> UK ArrNuVtu tQ. `T---- , TO FINAL GRADE
4' MIN, Cf3VER
1. MINIMUM COVER .OVER CONDUIT
SHALL BE 24". ;
4" PRECAST CONC. 4„ 2'
2. PULL BOX TO BE USED, IN PIPE, DIAM. "D"
GRASSED AREAS ONLY.
3. THE PRECAST CONCRETE STRUCTURE i�j CIS!8" MAX. LIFT
_ .___: .._�. _ _ . - . __. ' UNDER PIPE
SHALL COMPLY WITH ASTM SPEC.
4. ALL EXPOSED DUCTS AND CONDUITS 9
SHALL PROJECT 3. BEYOND THE WALL. 98% COMPACTION
j�e \e �. �W IN FILL SECTION
_ .._ e e __._�_____ .__ ._ ____,_._.__ ______..___.—______ _ . ._..__.
DUCTS SHALL BE 'PLUGGED AND --.. � /,/� / TESTED & cER t.Flt_D
m `m
't`fln}Il4iITC Ci..tAl 4 DC Tl.,t C}C'hr1Cf't CAitl
MIN rlUr, rlVLtZ> UK ArrNuVtu tQ. `T---- , TO FINAL GRADE
4' MIN, Cf3VER
1. MINIMUM COVER .OVER CONDUIT
SHALL BE 24". ;
4" PRECAST CONC. 4„ 2'
2. PULL BOX TO BE USED, IN PIPE, DIAM. "D"
GRASSED AREAS ONLY.
3. THE PRECAST CONCRETE STRUCTURE i�j CIS!8" MAX. LIFT
_ .___: .._�. _ _ . - . __. ' UNDER PIPE
SHALL COMPLY WITH ASTM SPEC.
4. ALL EXPOSED DUCTS AND CONDUITS 9
SHALL PROJECT 3. BEYOND THE WALL. 98% COMPACTION
j�e \e �. �W IN FILL SECTION
_ .._ e e __._�_____ .__ ._ ____,_._.__ ______..___.—______ _ . ._..__.
DUCTS SHALL BE 'PLUGGED AND --.. � /,/� / TESTED & cER t.Flt_D
m `m
't`fln}Il4iITC Ci..tAl 4 DC Tl.,t C}C'hr1Cf't CAitl
NMI
TOP COURSE- N.Y.S.DlO.T. ITEM, 403.1701
BINDER COURSE- N.Y.S.DO.T. ITEM, 403.13, TYPE 3
C- 4" SUB BASE COURSE- N.Y.S.D,O.T, ITEM, 304.05 TYPE 4
BUILDONG DRIYE'U'la
20'
2% SLOPE ---
B- 4" BASE COURSE- N,Y.S.D,O,T. ITEM, 304.05 TYPE 4
B- 4" SUB BASE COURSE- N,Y.S,0,0 T 1 1/2--2- STONES
10' k
CA
1 2% SLOP[, ...,�,. i
B- 4" BASE COURSE- N.Y.S.D,O,T. ITEM, 304.05 TYPE 4
B- 4" SUB BASE COURSE- N.Y.S.D.O.T. 1 1/2--2- STONES
W"t, �0!1 I :. :6,
01 0 ol T ST
5�0,
DETECTABLE WARNINGS SHAD BE PROVIDED OVER THE FULL WIDTH
8" SUBBASE COURSE N.Y.S.D.O.T
2'-0 14
AND DEPTH OF C
CURB RAMP.
ITEM 304.02 COARSE
CuTX 2
GRANULAR MATERIAL
2'-0"
12-0.
\,71
DROF UUM ANU K F
1 1/2" TOP COURSE 1
2' CLEARANCE
6/6 6"X6' WELDED WIRE MESH
N.Y.S.D.O.T. ITEM 403.1701J
ASPHALT CONCRETE
1
R.O.B. OR
1/4- PREMOLDED JOINT FILLER
NOTE:
/-PROPOSED
CRUSHED STONE
CB
DEPRESSE
1/4" EXP. JOINT
FILTER MATERIAL_/
2" BINDER COURSE FOR jNjnrpnpAir\t
1
4" Di A,
A
4
Al
.-
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 o,vvv rza kut-o'. U
LOCATIONS OF CATCH BASINS. (ADDITIONAL UNDERDRAIN ASPHALT CONCRETE POROUS PIPE
MAY BE REQUIRED AS ORDERED BY THE VILLAGE ENGINEER) 4" BASE COURSE 6" BANKRUN FILL-
N.Y.S.D.O,T,ITEM 403.11 NYS ITEM 304.02
2. ON SITE MATERIAL MAY BE PERMITTED FOR USE AS PAVEMENT
SUBBASE PROVIDING THAT THE MATERIAL IS DRY, FREE DRAINING AND 8" SUBBASE COURSE N.Y.S.D.O.T.
GRANULAR, AND MEETS N.YITEM 304.02 COARSE
.S.D.O.T. SPECIFICATION 08304.02. THE GRANULAR MATERIAL
VILLAGE ENGINEER REQUIRES ON SITE MATERIAL TO BE CERTIFIED PRIOR TO -PREMOLDED
PERMITTING ITS USE. 1/4
JOINT FILLER
3. ALL, COURSES TO BE RO I LLED WITH A TEN TON ROLLER. OAD SEC'"n"N EXPANSION JOINTS AT MAX. 16' CENTE TERS
R" URA
STRUCK JOINTS SPACED 4' C TO C
VILLAGE RO 'A DWAY ou m u.w.
I'XIt
12' z
1=3
Z
20'± VC
ITEM 304.02 COARSE—`
1., 10 F I OF UNDER DRAIN TO,BE� USED AT ALL UPHILL
GRANULAR MATERIAL
LOCATIONS OF CATCH BASINS. (ADDITIONAL
d bUUBA�5L UUUH6L N.Y.b.U.U. I.
ITEM 304.02 COARSE
GRANULAR MATERIAL
y
7+00 8+00
324.5
P
MAY BE REQUIRED AS ORDERED BY THE VILLAGE ENGINEER)
NOTE: 1. ALL COURSES
TO BE ROLLED WITH A TEN TON ROLLER.
0000,
Z ON SITE MATERIAL MAY BE PERMITTED FOR USE AS PAVEMENT
THE MATERIAL IS DRY, FREE DRAINING AND -SUBBASEPROVIDING. THAT,
WPICAL
ROAD
SECION
................... . ........
GRANULA0j AND MEETS N.Y.S.D.O.T. SPECIFICATION 08304.02. THE
MLLAGE ENGINEER RZQUIRES� ON SITE MATERIAL TO BE CER11FIED PRIOR TO
)ALLAGE ROAD"WAY'
80 Rm%.
TYPICAL DRIVEWAY SECTION A
TYPICAL DRIVEWAY SECTION B
PERmiTTiN6 ITS USE.
3. ALL COURSES TO BE ROLLED IMTH A TEN TON ROLLER.
ANY ALTERATIONS OR REVISIONS OF THESE PLANS,
UNLESS
DONE BY OR UNDER THE DIRECTION OF THE NYS LICENSED
10' MIN
A
V)
AND REGISTERED ENGINEER THAT PREPARED THEM,
IS A
MAX
SAW CUT EXISTING PAVEMENT AND SURFACES
VIOLATION OF THE NYS EDUCATION LAW.
WITH HOT ASPHALTIC SEALER
TOP
OF 'CURB
V$
LEVEL TOP OF CURB
Ca
SAWCUT
1-23-98
1-7-9V
ry,MIN:
TO 3" GUTTER JOINT
8-15-97
a.ROUND
VILLAGE OF
RADIUS (CONC. ONLY)
DRIVEWAY PROFILE
7
PROPOSE
'own
EXISTING PAVEMENT
RYE BROOK
J,
---7
PAVEMI EN
7-10-97
"T,
MIN.'
6-20t797
WESTCHESTER COUNTY, NEW YORK'
PAVEMENT
12" MI
—15"
5
MIN.
49 —
DETAILS
7
J, i i
i mono*"
Y�
2'-6" MAk
l-6- MIN.
FLEXIBLEHOSE WNINEC'n0k
AL
MULLER "CENTURION"
DISCHAACt TO NEAREST,
THREAD SIZE TO BE CONFIRMED-
-421
CAT. NO. A
CATCH 43ASIN BY THE WATER COMPANY
PRIOR TO INSTALI ATION,
GRADE
FIN., GRADE
EDGE OF PAVEMENT
OR CURB
00
�ONDI';nONS HOSE CONNECTION
I U XX/l: FINAL GRADE
THREADED FOR X
CAPPE WHEW
77
WATER NOT IN USE
GATE BOX BANKRUN OR SUITABLE
BACKFILL AS DETERMINED
TOP SECTION Py Twr WATrp wrlpl(q
SEE NOTE
z
N07E W, EN DIRECTED DRAIN HOLES TO BE
PON TAP
Ay ORA
OR
STORM GATE BOX PLUGGED IN AREAS OF HIGH GROUND
FOR ANY CONDITIONS OTHER THAN SHOWN ABOVE THE FOLLOWING SANITARY SEWER
�,k BOTTOM SECTION WATER. (SEE'NOTE 5)
ING
REQUIREMENTS SHALL BE MET. THE JOINTS OF THE SANITARY SEWER SELF BLEED
z
NOTE.
�L -BE A MINIMUM,OF 10' FROM,THE POINT
SERVICE LINE OR STORM DRAIN SHAL CONTROLVALVE
OF CROSSING AND THE SANITARY SEWER SHALL BE CLASS 100 WHERE A 10' HORIZONTAL SEPARATION CANNOT BE OBTAINED DUE TO
19"
E Ob� 12'
EDUCER-SIZE ADAPTED -STONE
2 LAYERS OF TARPAPER OVER
PRESSURE PIPE & TH STORM DRAIN SHALL BE DUCTILE IRON. FIELD CONDITIONS, THE VERTICAL CLEAR DISTANCE SHAH BE A MINIMUM Or 6" VALVE AND VALVE BOX TO BE
11/2
18" HOWEVER, AN EXCEP11ON TO THE 10' MINIMUM HORIZONTAL SEPARATION 5 MUELLER CAT. NO, 2380 OR
-DIAMETER
TO BLOW OFF
REQUIRES SEPARATE APPROVAL OF THE WESTCHESTER COUNTY HEALTH DEPT.
Aft 90 DEG. BEN 0 APPROVED EQUAL
DISTRIBUTION
MAIN 2000 PSI CONCRETE OR STONE
v x
/1, Xx 1\1//" K�
SEPARATION OF WATER MAINS AND ANCHORAGE AGAINST UNDISTURBED
'OSSING 0 WA` UNE 'VE'
F itR V K
�x
b N IA
RY, S'EWEpK` OR S T 0 IRMA *L)RAIN RODDING BETWEEN TEE AND VALVE
EARTH AND BETWEEN VALVE AND HYDRANT,
VARIES N.T.s. (SEE NOTE 3)
WEIRS PARA 71
LLEL INS i ALLA uN
4�
N.T.S.
CONCRETE
4
WATER MAIN
NOTES- BRACING 24" OR 30" IN LENGTH SPOOL PIECE NOTE: THRUST BLOCK
At TYPE "K" COPPER -OR DUCTILE IRON CL,54 WATER MAIN TO BE PLACED ON UNDISTURBED EARTH.
1. WATER DISTRICT TO FURNISH AND INSTALL CORPORATION TAP, SERVICE
LINE, AND CURB SHUT OFF VALVE AND VALVE BOX.
STONE, CONCRETE OR CONCRETE BLOCK,
>
2. CONTRACTOR TO EXCAVATE, MAINTAIN, BACKFILL, AND RESTORE TRENCH FOR THE TAP, MINIMUM 6" THICK AND 12" SQUARE
'SERVICE LINE, AND CURB SHUT OFF VALVE. W 10% rmrm
Lv ur* r
2"L 4 0% R 6 B "MENCH DETAIL R)"R WA"I'ER LINE
4" MINIMUM
3. CONTRACTOR TO TAKE OUT PERMIT, PAY FEE, AND TO FOLLOW ALL RULES AND N.T.S.
REGULATIONS OF THE LOCAL UTILITY AGENCY. LIMITS OF 1 1/2- STONE FOR N 4
SANITARY SEWER OR STORM DRAIN (PRESSURE PIPE) N. T, S. DRAINAGE. (SEE NOTE 4)
WATER
WA i 0K SERVIC ;E LINE LATERAL
6" LATERAL
WT.S. EXISTING NOTES:
WATER UNF WATER MAIN
TAPPING SLEEVE
18" MINIMUM 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 3/4" THREADED RODS CAREFULLY COATED WITH
HOUSE. STORM, OR SANITARY SEWER BITUMASTIC PAINT, RODDING MAY BE OMITTED BETWEEN THE MAIN AND LATERAL VALVE
NOTE UNUSUAL CONDITIONS ONLY WERE A TAPPING VALVE OR HYDRANT VALVE ANCHORING TEE IS USED.
WAtRE WA TER I
JNt PASSUS OFNrAlH SfV*,R LIN( OR STORM DRAIN, WATER MAINS PASSING UNDER SEWERS SHALL HAVE A VERTICAL CLEARANCE OF 4, 1 1/2- STONE SHALL BE PLACED AROUND THE HYDRANT FROM THE BOTTOM OF THE
ML JOINTS OF THE PIPE SHALL Ut AMIN, Of' 10' rROM THE POINT OF 16" MIN, BETWEEN THE SEWER AND WATER MAIN AND THE SEWER SHALL BE TRENCH, BUT AT LEAST 6" BELLOW THE BASE OF THE HYDRANT TO 6" ABOVE THE WASTE
ROADWAY WlDrH CROSSINO AND 14 SANITARY *,ALI Bf CLASS 100 PRES"SlIRE SVPPORTED AS DIRECTED BY THE ENGINEER. TO THE EXTENT' FEASIBLE, MNTS 0 OPENING AND TO A DISTANCE OF 12" AROUND THE ELBOW.
I P, ttUT PIK & THt IsTiORM DRAIN SHAU K OlitTILE IRON PIPE, IN THE WATER MAIN SHALL BE KEPT AS FAR AS POSSIBLE FROM THE SEWEW
"ERE AN le" SEPARATION CANNOT Of, OBTAINED DUE 'TO FIELD CONDITIONS, 5� HYDRANTS WITH PLUGGED DRAINS SHALL HAVE A 3" BLACK CIRCLE PAINTED DIRECTLY
SEPARATE APPROVAL Of' THE WFSTCHEStER COUNTY HEALTH DEPARTMENT SHALL UNDER THE PUMPER OUTLET.
MAXIMOM Ort 8* TW, BE REQUIRED, VALVE
7711
CROSSING OF WATER LINE U`NDER PROPOSED WATER MAIN 6. HYDRANT DRAINS TO BE PLUGGED WERE THE WATER TABLE IS WITHiN 7 FEET OF
FINISHED GRADE. WHEN THE DRAINS AR PLUGGED THE BARRELS MUST BE PUMPED DRY
IL A 11 A AFTER USE DURING FREEZING WEATHER. WHERE �YDRANT DRAINS ARE NOT PLUGGED, A
OF WATER MAIN S 'Aft ND'
SANITARY SEWER OR STORM DRAIN SEP;" RATION v
GRAVEL POCKET OR DRY WELL SHALL BE PROVIDED UNLESS THE NATURAL SOILS WILL
MCTOR DENS)TY COMPAC10 PROVIDE ADEQUATE DRAINAGE. HYDRANT DRAINS SHALL NOT BE CONNECTED TO
N rol $ECK" N, T OR LOCATED WITHIN 10 FT. OF SANITARY SEWERS OR STORM DRAINS,
"E"TI"' TO EXIST. WATER MAHN'
S E W E R (;R 0 S S I N G'S CONN U UN
NJ S,
X)STINO WADE
12" 0 dDl Z
T
H A"T ^ETTI&
E JUMPER STRAP OR TuK N z� NU
IN 0 TE. TH
FIELD $TRAP AND 3/4' 11/16" DEOXIDIZED WT,S,
CONNECTIONS SHALL BE COPPER JUMPER STRAP
COATED WTfi AN EPDXY
AFTER INSTALLATION,
CERTIFIC-ATION OF COMPACTION COMPLIANCE BY
A N.Y.S.—P.E.,
OR N.Yl:S. APPROVED TESTING LAB IS REQUIRED
'10
FOR ALL FILL
AREAS UNDER PROIPOSED ROADWAY + FEET
AND AT 25 FT
STATION _S IN EACH LIFT OF FILL PLACED UNDER
PROPOSED
LSHOP
ROADWAY.
WELD
DETAIL ELECTRICALLY
CONDUCTIVE
A
STR/APS FOR MECH.
JOINTS-
"ELECTRO-BOND" COPPER STRAPS AS MANU. BY U.S. PIPE
AND FOUNDRY CO. OR APPROVED EQUAL.
A
Oni iP I I A4 I
CONCRETE
VOLUME
CU. YD.
vm��
lmlm��
MEMO
�lc - . q 4
:4
a.
BLOCK DIMENSI
NS
CONCRETE
VOLUME
CU. FT.
Cl
S
IN.
Q
IN.
R
IN.
16
90
4�
39,5
45
48
34
20
19.7
22 1
42
._20
1-8
10�0
IT 1Tf
3.8
1/2- STEEL ANCHOR BOLT
'L I
N U T 'A
m
1/2- STEEL ANCHOR
BLOTS W/ NUTS
UNDISTURBED GROUND
1/4�* THICK STEEL STRAP (2" WIDE)
lz 6 4
C-4 4 A 4
"4 1 A 4
4 4
clq
4.
BELL
1/4" THICK STEEL STRAP (2- WIDE)
l'-0, BOLT
ffM7
/��OAD WA Y
NOTE:
PROVIDE CONCRETE THRUST BLOCKS, CLAMPS, TIE RODS, ETC. AS REQUIRED.
ALTER"I"N'ATE 1IN'STALLATION OF H"T-DRANT-
N.T.S.
. I I ' ` I A I — I O.v- MAX SLOPE 2% FORIO' 18"
90 _16 36 15.6
45 36 24 18 7.7
12 22 1/2 28 18 12 3"76 NOTE:
11 174, 1 10
90 30 30 50 - - 8.9 BLOCK TO BE
iS __ 30 TO 1�� 4.0 POURED AGAINST
10 22 1/2 22 16 12 2.7- UNDISTURBED
11 1Z4 - 2.2 EARTH PLAN
90 24 24 24 4.4
45 24 16 _2
1-6
8 22 '1 /2 18 12
�4 m,
ANCHORS TO BE PLACED AT THE FOLLOWING INTERVALS: 7�* cr- ,4 I'A IL�) �A,
-SLOPPS 20 TO 35%, NOT OVER 36' CENTER TO CENTER.
-SLOPES 35 TO 50%, NOT OVER 24' CENTER TO CENTER,
-SLOPES 507., AND GREATER NOT OVER 16' CENTER TO CENTER. V) x
-FIRST ANCHOR TO BE PLACED AT THE BEH OF THE FIRST w < UPPER 14
LENGTH OF PIPE LEAVING MANHOLE, OR AS DIRECTED BY THE GRADE
ENGINEER. RANDOM LAID STONE
Li n 0 AVERAGE WEIGHT OF
NU I LZ4
t 2500 PSI CONCRETE TO BE USED
2. BLOCK DIMENSIONS ARE BASED UPON
$OIL BEARING PRESSURE OF 2000 PSI
AND WATER PRESSURE OF 150 PSI
4 ; -
11 IT4
90
45
6 22 1/2
18 18 1 .5
18 1, 12 12 t5
12 1 12 12
4
NOTES:
1. 2500 PSI CONCRETE TO BE USED
4 , + 4
2. BLOCK DIMENSIONS ARE BASED UPON
SOIL BEARING PRESSURE OF 2000 PSI
TO BE USED FOR ALL UTILITIES TOP RAIL-
1 5/8" 0
STONE 150 lbs.
x
(n 0
W M 0
z w
WHERE SOIL BEARING IS LESS OR WATER
4
AND WATER PRESSURE OF 150 PSI
<
PRESSURE IS GREATER, A SPECIAL
DESIGN WILL BE REQUIRED.
44
NOT�=S.
m
WHERE SOIL BEARING IS LESS OR WATER
PRESSURE IS GREATER, A SPECIAL
4
A
4
3. WHERE .90' CREST VER7nCAL BEND IS
4
REQUIRED APPROVAL MUST FIRST BE
P N
1.
2.
2500 PSI CONCRETE TO BE USED
BLOCK DIMENSIONS ARE BASED UPON
" I
SECTION AA
DESIGN WILL BE REQUIRED.
2" MESH,
9 GA. N.Y.S.D.O.T.
'RESTRAININ
OBTAINED FROM THE ENGINEER. A
A,4 A
A
SOIL BEARING PRESSURE OF 2000 PSI
TEES
-SE
SECTION
710-03, VINYL
COMPACTED
'BANDS
NOTE 4,
k
SPECIAL DESIGN WILL BE REQUIRED.
10, 4, 2-#6 REINFORCING RODS REQUIRED FOR 16",
SECTION
AA
AND WATER PRESSURE OF 150 PSI
WHERE SOIL 13EARING IS LESS OR WATER
N.T.S.
COATED
- 7 MIL.
GRAVEL
2" PVC WEEP HOLES
4, SEND; 1#6 REINFORCING ROD REQUIRED
45
FOR ALL OTHER BENDS. EXPOSED BARS TO
090 A
HURIZONI AL BENDS
PRESSURE IS GREATER, A SPECIAL
DESIGN WILL BE REQUIRED.
AT 10' 0" 0. C.
BE PROVIDED WITH PROTECTIVE COATING.
N.T.S.
ELEVATION
'NOTE:
""E'0"6T,
CK Z�
VPR11CAL BEND
—S_
IN ADDITION TOTHE CONCRETE THRUST BLOCKS, ALL FITTINGS TO,8E TIED TOGETHER WITH 3/4"
0
v
GALVANIZED THREADtl>,�
AODS, AND ANY
OTHER SPECIALS AS DIRECTED BY THE WATER DISTRICT.
C-4
1'e', I m PAD, I Di I It x
lfflm�m
-21-0-imigN m---
Immm
M-E
m-w-m
Mm=l=wm=1m§
swKmommm
MVAQ���
IMFAQ
cm
'A �A 2 1/2" POSTS 0 4,
4
4' 10'-0" C to 0 VARIES
NOTE., YA EQUAL TO
------tLj MIDDLE RAIL 1 5/8" -OF
46i TOTAL WALL H90-11.
NOTE:
1 - THE FIELDSTONE WALLS DESIGN SHOULD ONLY BE USED FOR
6-
VERTICAL GRADE SEPARATIONS OF 4 FEET OR LESS ON SITE,
]YBLOCKS TO BE POURED G BOTTOM RAIL 1 5/8" 0 2. ALL WALLS GREATER THAN 4' OR WALLS RETAINING A SLOPE
AGAINST UNDISTURBED GREATER THAN 2% ARE NOT TO BE DESIGNED BY
EARTH DOLPH ROTFELD ENGINEERING, P.C.
PLAN ELEVATION
Irl 1) A I WAI I
I\. Xll \X\,, N.T.S.
W
\< 0
A
'4
0
t , I
, . A 7, CONC. BASE 12"Xl 27P
(.0 A* >,,\
1:2:4: MIX
1-2-3-98 A
1. 2500 PSI CONCRETE TO BE USED n,
2. BLOCK DIMENSIONS ARE BASED UPON 1-7-98 t. L L t. I
SOIL BEARING PRESSURE OF 2000 PSI
AND WATER PRESSURE OF 150 PSI </,\N 4
8-11,15-97 VII I ArF C)F
0:1
0, 1
V,
c,
41
J,
FLOW CHANNEL STABIUZATION
CHANNEL
SWALE TREATMENT
GRADE
0.5 - 3.0%
SEED AND STRAW MULCH
31 - 5.0%
SEED AND JUTE MESH
OR REVEGETATION MAT
5A - 10%
LINED - RIPRAP 8"
CHINKED
10.1% OR
75-100 LB. STONED
GREATER
CHINKED
ITEM 304.02 COARSE "
GRANULAR MATERIAL 4
N.T.S.
TYPI CAL ROAD SECTION
30„
4 N0.3 REINFORCING RODS DIST. AS PER LOTS REQUIR=,NG VENT (BASED ON FIN. FLOOR ELEV.)
FACE OF CURB
3500 PSI CONCRETE VILLAGE
< BUILDING CODE 1-6
FIRST FLOOR 8-16
37, 48, 54, 55, 56, 62
105, 107, 108, ' L
PERIM"ETER SWALE`�rf�,`,r`�r�;��rrri,�rr% 122-127
Id. T, S. r�jee \r\ `ear/\er ' 42-146
229, 230
\ t 234--236, 238
�a� NOTE: �r 3t-6" 248, 249
Ax6
® 6 "x48" GRANT'E MONUMENT MAY
� BE SUBSTITUTED. 180, 181, 189
`\ IF GROUND SLOPES, MONUMENT SHALL
�\//' �ti�� BE SET 1" A60W THE HIGH. SIDE, IF
TH EA�\ THE REVEAL IN THE LOW SIDE IS MORE p
DETAILS PREr"**, ED ts T *10 us " STEEL PLATE COVER
THAN 6 , THE GROUND SHALL BE GRADED , \ HOUSE FOUNDATION
SlI1T NiTl f#PPRt?i Af'P RIA1f E"Ti /L, TO PROVIDE A 6" REVEAL. x WALL
1 FINISHED GRADE
IF ROCK IS ENCOUNTERED, DRILL OUT ROCK TO AT LEAST 12"
VEGETATED LININGS FOR WATER QUALITY SWALES AND SET MONUMENT IN CONCRETE. NOTES:
LOCATION CHANNEL LINING CHECK DAM 1. GUIDE RAIL BOX BEAM WITH POST � \ \
MA ONMENTrri r/'rs'�`r/` ®'/` `ti\r `�,�'\/�r`/```�r/�/•`i
AT 0 O.C. �' /� /,� / f'/e%�`
0^2% sloped channel Seeded and Mulched 75' o,c,
N.T.S. 2. N,Y.S.D.O.T. STANDARD DETAIL FOR BOX BEAM
2-5% sloped channel Seeded and Mulched 35' o,c. GUIDE RAILS. THE LOWEST HOUSE FIXTURE
WATER QUALITY SWALE 2' DEEP, REFER TO PLANErosion Control Blanket _ 3. N.Y.S.D.O.T. 606.10 FOR BOX BEAM GUIDE RAILING. MUST BE AT AN ELEVATION
WIDTH VARIES 4` TO IV` 5 iOf. sloped channel Seeded and Mulched 15 o,c, NOTE: �• DIP
HIGHER THAN THE AMAIN
4. N.Y. S.D.O.T. 6D6-�31��• 8c 6C36-4R1 FOR ANCHORAGE UNITS. OR XNCIP 2'X2' SQ.
LINE UPSTREAM MANHOLE,
ALL channels within Seeded and Lined with PLACEMENT TO BE DETERMINED BY THE VILLAGE AT WHICH THE VICE
3:1 SIDE SLOPE OR LESS SOLID CONC.
100 of pipe outlet Erosion Control Blanket See note C ENGINEER AND INSTALLED TO THE SATISFACTION OF
THE VILLAGE ENGINEER PRIOR TO ROAD DEDICATION. BOX AIDE IL_ CONNECTS OR A VENT WILL BE REQUIRED. BLOCK (TYP.)
BROKEN STONE CHECKDAM 1 " HIGH SEED MIXTURE FOR STALES OR PRECAST
NOMINAL 3„ STONE Apply seed mix at the rate of 5 # per 1000 SF (220#Jac,)
19,_O"
55% KY-31 TallFescue Approved Equal
20% Kentucky Bluegrass Lofts 'Moist/Acid Mix'
s� 1� 10% Rerenial Ryegrass 17,_6„ 4 DTP OR XNCIP
i`4 Ri 5% Clover
£ , 57 Redtop
5% Poa Tritiatis FLOW
SEED AND STABILIZE AS PER
�Q 1,_ "
SOIL EROSION AND SEDIMENT NDTES 6
4" CONC. SLAB
CONTROL PLAN
(1) Erosion Control Blanket (ECB) shalt be bio-degradabte excelsior "
Type S15t as 6"x6"x3 8" POST FILL WITH TYPE 'C" CONC. TYP. 12 � CL. A CONC.
manufactured by North American Green, or approved equal.
(2) Design Criteria; ECB lining shalt be used for velocities not 6" "
a� VECN. JOINT ((
TYP,) exceeding 5,0 fps and or water quality swales not exceeding lO/4"x'x3/6 TUBE
Isto e, (3)Stone energy dIssl ator shalt be installed at pipe outlets to
reduce velocities to less than 5,0 fps, „ „ ,:
4 X4 X4 TEE
INSTALLATION, SEE SIDE VIEW SEE SIDE VIEW
(:) Establish water quality swafes as soon as possible in the a - l
construction sequence, ,a .
� I< 4
-section specified, LINING: NING. LINE WITH BIO DEGRADABLE <2) Grade swale to tine, grade and cross
}
rv,..
EROSION CONTROL BLANKET WHERE SWALE IS (3) Rake swate smooth and free of irregularities or protrusions I I I, I j
prior to seeding,
1
OVER % SLOPE OR WITHIN 1 OO OF PIPE OUTLET. <4) Apply seed prior to installing ECB, L_ — . = ° J
SEED AS SPECIFIED (5) ECB shalt be Installed according to manufacturer's specifications, PLAN VIEW
YY
MAINTENANCE, N.T.S.
WATERQUAUI�T SWALE (1) Inspect swafes after every rain event and repair as needed to
maintain function.
TIM MILLER ASSOCIATES, INC. N.T.S.
<) Do not mow grassed swafes,i „ LOW FLOW CHANNEL I
1 15 MAIN STREET 4 X4 x3 16 TUBE
W7--1t01 SEE GRADING PLAN FOR LOCATION
n . W) 10D t�-_
COLD SIRING NEW YdRK 24 x24 DO+
2ex24
DESIGNED BY,
c, LOCK AND PIN IN PLACE %3 dp X
n
"
HERITAGE 6130--G)
METAL HALIDE 175W
.,
3,14' CARRIAGE BOLT
21"x43'
DID
SECTION
DIMENSIONS'
STONE
La (FT)
W (FT)
ado (FT)
SIZE IN
ES-A
15'
17'-6'
7'-6"
6"-8"
ES-8
13'
15'--0"
6'-0"
6'-e
ES-C
26'
30'-0"
12'-0"
10"-12'
ES-D
8'
9°-3"
S-9"
6"-8"
ES-E
11'
12'-3"
3'-9"
6'-8"
ES-F
13'
15'-0"
6'-0'
6"-8"
ES-G
14'
17'-0"
9'-O"
6'-8'
ES-K
10'
ll'-6"
4'-6"
6"-8'
ES-L
14'
16'-0"
6'-0"
6"--8'
ES-M
8'
9'-3'
3'-9"
6"--8"
ES-0
11'
12 -3"
3'-9"
6'-8" J
I
r
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
VIOLATION OF THE NYS EDUCATION LAW.
50
GRAPHIC SCALE
0 25 50 100
{ IN FEET }
1 inch = 50 ft.
Copyright CC 1997
12--10--97
11-25--97
10-31--97
ev.
9--17--97
trig:
4--23--97
esign by:
DR
rawn by:
JLF
hkd b)r
HIGH POINT VILLAGE
VILLAGE OF
RYE BROOK
WESTCHESTER COUNTY, NEW YORK
OVERALL LANDSCAPE PLAN
sheet
ORCHESTRATING
AWARD WINNING ENVIRONMENTS
13230 Summit Sq. Center 200 Rt. 9 North
Rt. 413 & Doublewoods Rd. P.O. Box 800
Langhorne, PA 19047 Manalapan, N) 07726 p
FAX732 - S77 9888
7 3 2- 8 6 6- 0 4 0 0
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-- > t M x > 1 t New York — Connect=ll
state #017ameni
NOTE:,` t'
BROKEN BRANCHES FROM
GRADING SHALL BE PRUNED
THE UNDERSTORY WITHIN THE
UNDESTURBED AREA SHALL ALLCASTMG STONE WALLS ALONG THE PERIMETER
BE LEFT IN ITS NATURAL STATE, / OF THE PRQPERT' WILL $E DECONSTRUCTED IF DISTURB �
DURING SITE CONSTRUCTION E®
It
ANY ALTERATIONS OR REVISIONS OF THESE PLANS, UNLESS
DONE BY OR UNDER THE DIRECTION OF THE NYS LICENSED
AND REGISTERED ENGINEER THAT PREPARED THEIR, IS A
VIOLATION OF THE NYS EDUCATION LAW.
200
HIGH P01'N' T 1LLAG
I
VILLAGE LAGE OF
I
AYE BROOK
12-10-97
WESTCHESTER COUNTY, NEW YORK
11-25--97
rOVERAL.L,Lr,NDS.CAPE PLANCL
10-1-97
LO
Rev: 9-17--97
ORCHESTRATING
�
shut
UJI
4-23..._97
AWARD WINNING ENVIRONMENTS
�
design by.
DR
_� 13230 Summit Sq. Center 200 Rt. 9 North
I `,. �. Rt. 413 & Doublewoods Rd. P.O. Box 800
drown by
JLF
Langhorne, PA 19047 Manalapan, NJ 07726`
FAX 732 - 577 - 9888
Coovriaht n 1997
chkd by'.7
3 2- 8 6 6 - 0 4 0 0
L A N D S C A P E S L. L. C.
/ _-q
�
I?
FOR SHADE TREE, EVERGREEN TREE, AND
ORNAMENTAL TREE TYPES SEE OVERALL PLAN
i
IF
HIGH POINT VILLAGE
VILLAGE OF
RYE BROOK
12-10--97 WESTCHESTER COUNTY, NEW YORK
11-25-97
10--31--97
N I oR L IVi N� AREA �.I� i� I�l"dot
Rev, 9--17-97
I
ORCHESTRATINGsheet
4--23-97
�
AWARD WINNING ENVIRONMENTS
os�
design �} '.
- 13230 Summit Sq. Center 200 Rt, 9 North
Rt: 413 & Doublewoods Rd. P.O. Box 800
Y
=
;
bv.
Langhorne, PA 19047 Manalapan; N 07726drawn
p~
` FAX 732 - 577 - 9888
chkd by. 7 3 2 - 8 6 6 - 0 4 0 0
LANDSCAPES L.L.C. -
0
NIGH POINT VILLAGE
VILLAGE OF
RYE BROOK
12-10-97 WESTC H E TFR CO(om FY? NEW YOR K
11--25-97p—
10--31--97�iT�G� ,t
Rey: 9--17--97 I I sheet
ORCHESTRATING
4-3-97 , AWARD WINNING ENVIRONMENTS
desion by,
va I ,r 13234 Summit Sq. Center 240 Rt. 9 North (�•
i; Rt. 413 & Doublewoods Rd. P.O. Box 800
Drown b jr __ _.__ -- .. _ _.. Langhorne, PA 19047 Manalapan, N} 07726 81
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WESTCHESTER COUNTY, NEW YORK
r }
• • • • ••� • ��� - SCALE: IJ16°' _ !'
• • P�°. TYPICAL PLANTING PLANS
;.£ sheet
' • R I ! ORCHESTRATING
// 4 AWARD WINNING ENVIRONMENTS % o
13230 Summit Sq. Center 200 Rt. 9 North
i • Rt, 413 & Doublewoods Rd. R.O. Box 800
Langhorne, PA 19047 Manalapan, NJ 07726 fl~
FAX 732 - 577 - 9888
7 3 2 - 8 6 6 0 4 0 0
—as-9$ LANDSCAPES L.L.C.''
PLAW LOW:
SIM
BUM
DECIDUOUS
SHRUBS
DECIDUOUS TREES
so
-
BUOOLEIA DAVIDII *91ACK KNOW
BLACK KNIGHT BLOTERFLY BUSH
2' HT. J3 CAN
* AR 118 AM RURRUM *M SUINW
RED SLWJET RED MAPLE
12-14' Mt.. 24-r CAL
8"
CA
26
OMHRA ALNIFUA
SUWAVA SWEET
2.5-3' HT.
4 ARO, 3$ AM RUSRUM WOM SLOW
OCTOW am RED MAPLE
12-14o Wt.. 24-X CAL
B&B
Cs
9
CON" SIOLONIFERA,
Rmr*14 DOGWOOD
2.5-3* W. ake
* FG 5 FAGUS 00tNNOVIOLIA
Ah"XIDAN INICH
13-15* HT.. 7-5-T CAL
8"
Ek
230
EUONYIAUS "IUS �COMPACIUS'
DOMPACt BURNING BUSH
2.5-3* HT. Ske
0 Ls 22 UQUIOO~ STYRACIFUJA
SWEIVIOU11
12-14' W., 2A-S CAL
NO
n
31g
FORSYrNA, INTERIOM 14PECIAOM
SHOW BDRI" FORSYTHIA
2-31 Hr. 640
# PAII - PLATANUS ACERIFOUA 'BLOODOOOD'
BLO000000 LONDON PLANE IM
12-14' W., 15-Jr CAL
B"
RN
-
ROSA Wt"
SHINING ROSE
18-21C Hr. #2 CAN
0 PC 41 pWANW 0OCWIIAUS
AMERICAN SYCAMORE
12-14* W.. ZA-,r CAL
G"
RR
94
ROSA TLORAL OWPEr
FLORAL CARPET RM
18-24W "1. 01 CAN
0 PC 84 PYRLIS CAUIMAN04, TAMOPIRr
ROSPIRE "M
12-14' W.. 2.�-r CAL
B&B
0 OR 124 QUERCLIS RUIM
RED Ow
12-14' Wt, 2,3�.r CAL
8"
4 ow 9 QUIERCUS PHOLLOS
WILLOW OAK
12-14' HT., 2.5-r CAL
B"
EVVIGREEN
SHRUBS
0 00 16 QUOVA 9OX40
SWAMP WWM OW
12-1,V HT., 2.5-r CAL
6"
BS
46
BUXUS S001"ENS
DOW BOXWOOD
IS-10' Hr. #2 CAN
ORNAMENTAL TREES
ICH
141
KXX CREMTA lr�
DWARF JAPANESE HOLLY
tll-24' HT. #2 CAN
a
23
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37
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WINTERINDIRY HOLLY
2-2.5' MT. em
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5-V Hr.
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43
JUNIPOW COWERtA T" PACMIr
SHORE JAMM
18-2r SPRO. #2 CAN
MS 3 AACNOUk 01�14
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5-V W.
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NORTHERN skylaw
18�24r HT� am
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To
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TAXUS CU~A 'DENSFORMIS'
DENSE JAPANESE YEW
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OP 15 CANITAEOUS PHAENOPYRUM
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II&S. WAVY
Mz is MOLUIs ZUWI
CRAINAPPLE ZUNI
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GROUNDCOVERS / PERENNIALS
04
140
CHRYSANITHEI" HIPPONICUM
SK4STA DAISY
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EVERGREEN TREES
EP
140
ECHINEMk PURPUWA
PURPLE CONE FLOM
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PAA 96 PICEA ANES
NORWAY SPRUCE
6-7* Mt.
B&S. HEAVY
HS
1,120
MEMERCALUS TIELLA O`QW
SMIA 0`000 DAY LILY'
CLUMP, I OT. 0 Ir O.C%
PP 73 PIMA PUNGIONS IOLA"
a" SPRUCE
6-Ir W.
SAOL HEAVY
HEDERA Hax
ENGLISH W
CLUMP, I CIT. 0 4r O.C�
PS 108 PINUS STROBUS
WHITE PINE
6_'r W.
842, HEAVY
PU 46 PSUEDOITSUGA, M04ZWU
DOUGLAS FIR
6-r HT.
964. WAVY
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TA to THWA 00CIDENTAUS 'SMARAW
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5
MRICANTHUS GRACLUSUS
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CLUMP� I OT, 0 Ur O.0
PPS 2 PICIA PUNGENS )OLAUCK
P-M SPRUCE
12-14* HT.
040. HEANY
W
W
RUDIXOGA FULGIDA
BLACK EYED SUSAN
CIAAIP, I OT, 0 1 2W 0. r-
SEEDED AREAS
LOW ARIAS ARE TO BE PREPARED AND SEEDED AS SPOCIM ON TIC SM EROSION AND SEDWZNT CONTROL PLAW
IRLDFLOWIM ARM SHALL BE SEEDED WITH UNTS NORINNAIN WILDFLOWER & HAND FESCUE MIX AT THE FOLLOWING WE�
4 POUNDS OF I" NORINCAN WILDILO"M IAX PER ACK
26 POUINDS OF HARD It$= PER ACRE
SEMM DAM OWL BE 90MMM 4/1-5/31 OR 8/14-10/1
DOW= FALL
TRANSPLANTING H101ZARO
WETLAND MITIGATION P" LIST
PLwWr LOW RM NDNEX)AL UW PLANTM
MEADOW MIX
#
i. WETLAND MEADOW MIX TO BE SUPPLIED BY J&J TRANZPLANT
AOUATIC NURSERY, INC. WILD ROSE, WISCONSIN, AND CONSISTING
$OEM
rammm_mw
OF (PER POUND):
TALL FLOWERING SHRUBS - 24* HT.
1.0 Oz SOFT -STEAM BULRUSH SCIRPUS VALIDUS
1.1 Oz SUBCORDATE WATER PLANTAIN ALISMA SUBCORDATUM
AS" OANNOWLORA
GLOSSY ASELK
2.0 oz SWEETFLAG ACORUS CALAMUS
OORNU$ ITIOLOMI'M
REMW DOGWOOD
1.0 Oz HARD -STEM BULRUSH SCIRPUS ACUTUS
FORSIOW tam"Im
soma Faftnm
0.5 oz LEAST SPIKERUSH ELEOCHARIS ACUTUS
VISURNUM OENTATW
ARRIAVOOD V"KAVM
2.0 Oz FOX SEDGE CAREX VULPINOIDEA
WEIMA ROSFA FLORIDA
PINK WOMA
0.5 Oz GIANT BURREED SPARGANIUM EURYCARPUM
0.5 oz CREEPING SPIKERUSH ELEOCHARIS PALUSTRIS
EVERGREEN Hg&E - 1 fr HL
1.0 oz SWAMP MILKWEED ASCLEPIAS INCARNATA
O's oz VIRGINIA BLUEFLAG IRIS VIRGINICA
ILLEX CRINATA 'STEM
STEM NMY
0.5 Oz BLUE VERVAIN VERBENA HASTATA
TAXOS `HICKW
HICKS, YEW
1.5 oz CANADA MANNA GRASS GLYCERIA CANADENSIS
1 �O Oz FOWL MANNA GRASS GLCERLA STRATA
LOW QnqMN §0M - 15-18' ff.
0.5 oz SWAP DOCK RUMEX VERTICILLATUS
410 Haim
Hamm HOLLY
0.5 oz GREEN BULRUSH SCIRPUS ATROVIRENS
Amwe" CHINENSIS VOMIRAM
AMP"" CHINENSIS %Almam
COMPACT JUNM
SAROENT AANM
2.0 oz PRAIRIE CORDGRASS SPARTINA, PECTINATA
LID)OOTHOE AXIUJM
TAXIS CENSIFORMIS
COAST U!U00tNOE
OEM It"
MEADOW MIX
2. AREAS SURROUNDING WOODY VEGETATION ON SLOPED SIDES OF BASINS
To BE PLANTED WITH NORTHEASTERN WILDFLOWER MIX TO BE
h9m Emma
SUPPLIED BY J&J TRANZPLANT AOUATIC NURSERY. INC., WILD ROSE
euxus SOVERWIISNIS
PYRAMIDAL BOXWOOD
WISCONSIN, AND CONSISTING OF:
to x mmuNm
9" PRINCESS HOLLY
to x MCmmVEAE
CHINA, GIRL "GUY
WHITE YARROW ACHiLLEA MILLEFOLIUM
11m)ODENDRON Sm
RHODODENDRON SW.
BUTTERFLYWEED ASCLEPIAS TUBEROSA
1A)M CUSPWAIA, T.APMTK
Aqwm UPRIGHT YEW
TALL CORNFLOWER CENTAURIA CYANUS TALL
WALLFLOWER CHEIRANTHUS ALLIONII
EERENNIALS - 1 OT.
SHASTA DAISY CHRYSANTHEMUM MAXIMUM
TALL LANCE -LEAVED COREOPSIS COREOPSIS LANCEOLATA TALL
Ocftanm VUMCKLM
rrmso" COREOPSIS
FOXGLOVE DIGITALIS PURPURPEA
HEMEROCALUS ITC" 4r OW
DAYLILY
PURPLE CONEFLOWER ECHINACEA PURPUREA
HOSTA IMOSSA ROW
BLUE HOSTA
8LANKETFLOWER GAILLARDIA ARISTATA
m - Mm
IRIS - um
ANNUAL WrS BREATH GYPSOPHILA, MURALIS
04USH LMMIDER
DAME'S ROCKET HESPERIS MATRONALIS
LOADO" ANGUSTIFOLIA
SPIKED GAYFEATHER LIATRIS SPICATA
URIOPE mxICm
GREEN ULYIURF
SCARLET FLAX LINUM GRANDIFLORUM RUBRUM
STIOLONIFERA Svim
WI'm PHLOX
BUTTER AND EGGS LINARIA VULGARIS
PERENNIAL LUPINE LUPINUS PERINNIS
EVENING PRIMROSE OENOTHERA LAMARCKIAM
SHIRLEY POPPY SINGLE MIXED PAPAVER RHOES SINGLE MIXED
BLACK-EYED SUSAN RUDBECKIA HIRTA
CATCHFLY SILENE ARMERIA TALL
3. TRANSITIONAL WOODY PLANTS - LOCATED IN FLOODPLAIN 8 STORAGE
EXISTING TREE
TO BE
AREA.
PROTECTED
20% BUTTONSUSH CEPHALANTHUS OCCIDENTALIS
20% SILKY DOGWOOD CORNUS AMOMUM
20% SPICEBUSH LINDERA BENZOIN
20% SWAMP AZALEA RHODODENDRUM VISCOSUM
20% ELDERBERRY SAMBUCUS CANADENSIS
CHAIN LINK PENCE
NO
NOTE:
ALL SHRUBS PROPOSED AS TRANSITIONAL WOODY PLANTS SHALL BE SPACE 0 6' O.C.
AREA WTTHIN TREE PROTECTION
DRIP LINE TO REMAIN UNDISTURBED
DURING CONSTRUC71ON
ZONE/
4. WETLAND ENHANCEMENTS SHRUBS - LOCATED IN SWT1 AND SWT6
DRIP u
10% BLACK KNIGHT BUTTERFLY BUSH BUDDLEIA DAVIDII 'BLACK KNIGHT*
OR 8' MIN.
CHAIN LINK FENCE
POSTS a, D.C. EXISTING
GROU
15% CLETHRA ALNIFOLIA SUMMER SWEET
25% UNDERA SENZOIN SPICEBUSH
25% VIBURNUM OPULOUS CRANBERRY BUSH
f'% 4 A k 1
25% ILLEK VERTICILLARA WINTERBERRY
PLACED AT THE DRIP
LINE OF TREE TO BE
PROTECTED.
NOTES-
1. TREE PROTECTION SHALL BE PROVIDED FOR ANY AND ALL
TREES TO BE PRESERVED DURING AND AFTER CONSTRUCTION.
SPECIAL Hm-
LARGE OW TRM AT VILLAGE OR" SHALL BE ROOT PRUNED
THIS SPRING *0 A FERTUZAT" PROGRAM SHAA
�
THE CONTRACTOR SHALL TAKE W)JATEVER ADDITIONAL MEASURES
04 HE%,
SPROHO; OF 1*0 AS CONSTRUCTION 06*6 ON , SIRMI
NECESSARY To PROTECT EXISTING TREES TO REMAIN AGAINST
SIDE OF THE OAK ALL ROOTS OMAA%D BY 0ONSTRUCnON OF
ROAD SHALL BE OUT CLEM. TOPSOIL AND SAW PAU K
UNNECESSARY CUTTING, BREWING OR SKINNING OF ROOTS,
ag CWKVM P*wmwk4L
SKINNING AND BRUISING OF WK. SMOTHERING OF TREES By
ALmCm"Waft
= WILL NVOTION 6 NEOSWRY AFI`M CONSINJCtr
STOCMUNG CONSTRLICTION MATERIALS OR EXCAVATED MATERIAL
6 OOMRm
WITHIN ORP LINE, EXCESS FOOT OR VEHICULAR TRAFFIC, OR PARKING
OF VEHICLES WITHIN DRIP LINE.
2. 5 FOOT HIGH CHAIN LINIK FENCE 94ALL BE PLACED AT THE DRIP LINE
OF THE INDIVIDUAL TREE TO BE PRESERVED AND SHALL ENCIRCLE
THE ENTIRE TREE.
3. NO AcTivay, INCLUDING STORAGE Of EQUIPMENT OR MATEI"S, SHALL TAKE
PLACE "THIN THE AREAS ENCLOSED BY SUCH FENCES.
4. ROOTS EXPOSED AND/OR DAMAGED DURING GRADING AND
CONSTRUCTION OPERATIONS SHALL BE CUT OFF O-EANLY INSIDE
THE EXPOSED OR DAMAGED AREA, THE CUT SURFACES PAINTED
WIN AN APPROYM PAINT, AND THE TOPSOIL PLACED OVER THE
ROOTS IMM . ANY DAMAGE DONE TO EXISTING TREE CROWNS
OR ROOT s SHALL BE REPAIRED IMMEDIATELY. FEEDER
RD S SHALL NOT BE CUT IN AN AREA INSIDE THE DRIP LINE
gy
OF THE TREE BRANCHES.
S., TREE LIMB REMOVAL. WHERE NECESSARY, WILL BE DONE FLUSH
WITH TRUNK OR MAIN LIMS. ALL PRUNING SHALL BE DONE IN ACCORDANCE
WITH GOOD NURSERY PRACTICE AN APPROVED TREE DRESSING OR
PANT SHALL BE APPLIED TO ALL THE CUTS WHERE THE TREE WAS PRUNED.
MAY BE PRUNED FOR�AMHETIC% SAFETY REASONS, OR TO
IMMVE THE HEALTH OF AN EXISTING TREE.
6. TREES WITHIN THE LIMITS OF THE CONTRACT WORK SHALL. BE
WATERED AS REQUIRED TO MAINTAIN THEIR HEALTH.
EX15TING TREE PROTECTION DETAIL
NOT TO SCALE
GRADE
Hgn
.7!41
PVOW-.
-----
loss
W rRIFOR F WWI
Tau-, -r, I
fi 15 F
-1�
It
Z-0
TOTAIN, =03
SIGN
1
VILLAGE GREEN
COMMUNITY CENTER
DAYCARE
SALES AND MODEL AREA
SENIOR LIVING
POOL AREA
SIGN
2
SAME AS ABOVE EXCEPT SENIOR LIVING
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"
ovfr; AmN& tjerp�21
PLA"NG NOTES
1. THE CONTRACTOR SHALL REVIEW ARCHITECTURAL/ENGINEERING PLAN TO BECOME THOROUGHLY FAMIUAR WITH
GRADING AND SURFACE UTILITIES.
2 ALL EQUIPMENT AND TOOLS SHALL BE PLACED SO AS NOT TO INTERFERE OR HINDER THE PEDESTRIAN AND
VEHICULAR TRAFFIC FLOW. SEE SEASONAL PLANT LIST FOR PLANTING TIMES OF BULBS AND SEASONAL PLANTS.
1 THE CONTRACTOR SHALL COORDINATE WITH LIGHTING AND IRRIGATION CONTRACTORS REGARDING TIMING OF
INSTALLATION OF PLANT MATERIAL.
4� THE CONTRACTOR SHALL INSURE THAT HIS WORK DOES NOT INTERRUPT ESTABUSHED OR PROJECTED DRAINAGE
PATTERNS,
5. DURING PLANTING OPERATIONS, EXCESS WASTE MATERIALS SHALL BE PROMPTLY AND FREQUENTLY
REMOVED FROM THE SITE.
6, THE CONTRACTOR SHALL CALL N.Y. UNDERGROUND UTILITY LOCATION SERVICE CUTILITY A MINIMUM OF THREE DAYS PRIOR
TO ANY EXCAVATION. THE CONTRACTOR IS ADVISED OF THE EXISTENCE OF UNDERGROUND UTIOTIES ON THE SITE, THEIR
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
ALL DAMAGE TO UTILITIES AND SUCH DAMAGE SHALL NOT RESULT IN ANY ADDITIONAL EXPENSES TO THE
OWNER. ANY DAMAGE OF UNREPORTED LINES SHALL NOT BE THE RESPONSIBILTY OF THE CONTRACTOR.
7, IF UTILITY LINES ARE ENCOUNTERED IN EXCAVATION OF TREE PITS, OTHER LOCATIONS FOR TREES SHALL BE
MADE BY THE CONTRACTOR WITHOUT ADDITIONAL COMPENSOON. NO CHANGES OF LOCATION SHALL BE
MADE WITHOUT APPROVAL OF THE LANDSCAPE ARCHITECT.
8. MAINTAIN POSITIVE DRAINAGE OUT OF PLANTING BEDS AT A MINIMUM 2% SLOPE. ALL GRADES,
DIMENSIONS, AND EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR ON SITE BEFORE
CONSTRUCTION BEGINS, ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE
ARCHITECT OR OWNER.
9. EVERY POSSIBLE SAFEGUARD SHALL BE TAKEN TO PROTECT BUILDING SURFACES, EQUIPMENT, AND
FURNISHINGS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE OR INJURY TO PERSONS OR
PROPERTY WHICH MAY OCCUR AS A RESULT OF HIS NEGLIGENCE IN THE EXECUTION OF THE WORK.
10. IN THE EVENT OF VARIATIONS BETWEEN WRITTEN QUANTITIES SHOWN ON THE PLAN AND THE PLANTLIST, THE
PLANS SHALL CONTROL. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL PLANT QUANTITIES PRIOR TO THE
COMMENCEMENT OF WORK. SOD AND SEED QUANTITY TAKE -OFFS ARE THE RESPONSIBILITY OF THE CONTRACTOR.
ALL DISCREPANCIES SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT FOR CLARIFICATION PRIOR TO BIDDING.
THE CONTRACTOR SHALL FURNISH PLANT MATERIAL IN SIZES AS SPECIFIED IN PLANT LIST.
11. PLANTS SHALL BE LOCATED AS SHOWN ON THE DRAWINGS OR AS DESIGNATED IN THE FIELD. THE
CONTRACTOR SHALL STAKE ALL MATERIAL LOCATED ON THE SITE FOR REVIEW AND/OR ADJUSTMENT BY THE
LANDSCAPE ARCHITECT PRIOR TO PLANTING... ALL LOCATIONS ARE TO BE APPROVED BY THE LANDSCAPE
ARCHITECT BEFORE EXCAVATION.
12. PLANTS SHALL CONFO I RM TO CURRENT 'AMERICAN STANDARDS FOR NURSERY STOCK" BY AMERICAN
ASSOCIATION OF NURSERYMEN (AAN), PARTICULARLY WITH REGARD TO SIZE, GROWTH, SIZE OF BALL, AND
DENSITY OF BRANCH STRUCTURE, PLANT MATERIAL SHALL BE TAGGED AT THE SOURCE BY THE LANDSCAPE
ARCHITECT UNLESS THIS REQUIREMENT IS SPECIFICALLY WAIVED.
1,3. ALL PLANTS (B&B OR CONTAINER) SHALL BE PROPERLY IDENTIFIED BY WEATHER-PROOF LABELS SECURELY
ATTACHED THERETO BEFORE DELIVERY TO PROJECT',,SITE, LABELS SHALL IDENTIFY PLANTS BY NAME,
SPECIES, AND SIZE. LABELS SHALL NOT BE REMOVED UNTIL THE FINAL INSPECTION BY THE LANDSCAPE
ARCHITECT OR AGENT IN CHARGE.
14, ANY MATERIAL'AND/OR WORK MAY BE REJECTED BY.THE LANDSCAPE ARCHITECT IF IT DOES NOT MEET THE
'REQUIREMENTS OF THE SPECIFICATIONS. ALL REJECTED MATERIALS SHALL BE REMOVED FROM THE SITE BY
THE CONTRACTOR.
15." NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN CONSENT OF THE VILLAGE -OR LANDSCAPE ARCHITECT.
16. THE LANDSC APE ARCHITECT OR OWNER SHALL HAVE THE RIGHT, AT ANY STAGE OF*THE OPERATIONS, TO
REJECT ANY AND ALL WORK AND MATERIAL WHICH, IN HIS OPINION, DOES NOT MEET THE REQUIREMENTS OF
THESE PLANS AND SPECIFICATIONS.
17. THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR STABILITY AND CONDITIONS OF ALL TREES AND
SHRUBS AND SHALL BE LEGALLY LIABLE FOR ANY DAMAGE CAUSED BY INSTABILITY OF ANY PLANT
MATERIALS. STAKING OF ALL TREES SHALL BE DONE UTIUZING A METHOD AGREED UPON 13Y THE
LANDSCAPE ARCHITECT, AS INDICATED ON THE DOCUMNETS.
18. ALL PROPOSED TREES TO BE INSTALLED EITHER ENTIRELY ON OR ENTIRELY OUT OF PLANTING BEDS, PLANTING
BED LINES ARE NOT TO BE OBSTRUCTED. ALL SHRUBS AND GROUND COVER AREAS SHALL BE PLANTED IN
CONTINUOUS PREPARED BED AND TOP DRESSED WITH 4-INCH SHREDDED HARDWOOD MULCH, MULCH
SHALL HAVE BEEN SHREDDED WITHIN THE LAST SIX MONTHS.
19. ALL PLANTING BEDS ADJACENT TO LAWN, SOD, OR SEEDED AREAS SHALL BE SPADE EDGED.
20. MAINTENANCE SHALL BEGIN AFTER EACH PLANT HAS BEEN INSTALLED AND SHALL CONTINUE UNTIL 90 DAYS
AFTER FINAL ACCEPTANCE BY THE ARCHITECT OR OWNER REPRESENTATIVE. MAINTENANCE INCLUDES
WATERING, PRUNING, WEEDING, FERTILIZING, MULCHING, REPLACEMENT OF SICK OR DEAD PLANTS, AND ANY
OTHER CARE NECESSARY FOR THE PROPER GROWTH OF THE PLANT MATERIAL. THE CONTRACTOR MUST BE
ABLE TO PROVIDE CONTINUED MAINTENANCE IF REQUESTED BY THE OWNER,
21. UPON COMPLETION OF ALL LANDSCAPING, AN ACCEPTANCE OF THE WORK SHALL BE HELD. THE CONTRACTOR
SHALL NOTIFY THE LANDSCAPE ARCHITECT OR OWNER FOR SCHEDULING THE INSPECTION AT LEAST SEVEN (7)
DAYS PRIOR TO THE ANTICIPATED INSPECTION DATE.
09. _J4W Wfmr-1 1AW MIN t)(19 - M~A" 01WAV ob" f�,- romw c4ffimew f tt* jh,,.
rpor W4J. AW JW -ft er iTfF, g-,Wr.
21 THE CONTRACTOR IS RESPONSIBLE FOR TESTING PROJECT SOILS. 144E CONTRACTOR IS TO PROVIDE A CERTIFIED
SOILS REPORT TO THE OWNER. THE CONTRACTOR SHALL VERIFY THAT THE SOILS ON THE SITE ARE ACCEPTABLE FOR
THE PROPER GROWTH OF THE PROPOSED PLANT MATERIAL SHOULD THE CONTRACTOR FIND POOR SOIL
CONDITIONS, THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE SOIL AMENDMENTS AS NECESSARY.
THESE AMENDMENTS SfIALL INCLUDE. BUT NOT BE LIMITED TO, FERTILIZERS, LIME, AND TOPSOIL. PROPER
PLANTING SOILS MUST BE VERIFIED PRIOR TO PLANTING OF MATERIALS.
24, PLANTER SOILS SHALL BE WELL -DRAINING AND FERTILE. SOILS SHALL BE SANDY -LOAM, FRIABLE MIX, FREE
FROM DEBRIS, ROCKS. ECT. SOIL TO BE 20% SAND AND 20% PEAT MIXED WITH 50% SELECTED WELL -
DRAINED SOILS FROM THE SITE. 8ACKFILL SOILS SHALL BE AS NOTED ON THE PLANTING DETAILS.
25. THE CONTRACTOR SHALL PROPERLY DISPOSE OF STUMPS AND MAJOR ROOT$ OF ALL PLANTS TO'BE REMOVED. ANY
DEPRESSIONS CAUSED BY REMOVAL OPERATIONS SHALL BE REFILLED WITH FERTILE, FRIABLE SOIL PLACED
AND COMPACTED SO AS TO REESTABLISH PROPER GRADE FOR NEW PLANTING AND/OR LAWN AREAS.
26. THE CONTRACTOR SHALL INSURE ADEQUATE VERTICAL DRAINAGE IN ALL PLANT BEDS AND PrTERS.
A
Oft uffleWs Traditional sWe tence
tsis d=bL- yet eleput. ft cams'=
arnhience of nostalgic Style. ombined wit
SOW old-fk"W American admmhip.
Maintenm-fift vinyl is impmious to
weather. thus it will new chip. lade. crack
or rot. It raver imeds painting. allowinge you
to enjoy it', dusical appearance year after
yeu. BuMOM wide SeWdon allows you to
choose a fence to med your needs. See the
chart below to 3eita the picket width. type -
and spackg you pmfer. in addition to straight
or concave.
MORTAR JOINT (TYP)
6X6X12 GRANITE BLOCK, INSTALL IN RUNNING BOND PATTEF
MORTAR SETTING BED
REINFORCED CONCRETE, CLASS 8 , WITH 6X6 #10 WWF
DENSE GRADED AGGREGATE BASE COURSE, e THICK
COMPACTED SUBGRADE
CQBULESTQNE QROSSWALK SECTION
NTS
GROUND COVER MATERIAL SHALL BEAR SAME
W
RELATON TO FINISHED GRADE AS IT BORE TO
m
W11-
=1
PREVIOUS GRADE IN THE NURSERY
'"
tff �-=J :�J
SPACING VARIES �4�m
m 101-0
<
SEE PLAN I
GROUND COVER PLANT - SEE PLANT LIST
4 E-1
FOR SPECIES AND SPACING
W
e OF SHREDDED MULCH UNIFORMLY
SPREAD COVERING ENTIRE PLANTING BED
z
FINISHED GRADE
MINIMUM r TOPSOIL
M.
<
0
EXISTING SOIL TO BE LOOSENED TO
ca
A MINIMUM DEM OF 4 INCHES
L
I
z
0
)NDWVER
PERENNIAL DETAJL
<
0
co
KTA
27.
ALL DISIRIBUTED AREAS OF THE SITE NOT PLANTED WITH SHRUBS OR GROUND COVER SHALL BE FINE GRADED
AND SEEDED OR SODDED.
xt�jx W,�qo
k;d 21`1
e
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
�i
D�,SOD WILL BE REJECTED, ALL SOD
I INCH IN DIAMETER SHALL BE REMOVED FROM TH SITE. AL .90WE�
MUST BE PLACED WITH STAGGERED JOINTS, TIGHT BU OULITIES IN GRADE. PLACE ALL
SOD IN ROWS AR RIGHT ANGLES TO SLOPES (WH
29�
BULBS SHALL BE IN CONFORMANCE WITH SECTION AM ASSOCIATION OF NURSERYMEN
STANDARDS,
NOTES- 40C tWTI'l 00 4�i` OUYII'* 1+ OPA4)6"
30,
ALL PLANTING PROCEDURES SHALL CONFORM TO WDOT SPECIFICATIONS,(" M44 0,T) A" ATrtVFrIAW
STAKE ALL EVERGREEN TREES UNDER 8 FT.
GUY TREES 8 FT. AND OVER AS SPECIFIED
FOR DECIDUOUS TREES
31.
SOME FIELD LOCATED PLANTS ARE' I NOT I GRAPHICALLY SHOWN ON THIS PLAN BUT ARE WITHI . N I THE
PLANT%-�ARE NOTED
ON
I H AS
FREAVIO
LIMIT OF CONSTRUCTION. ALL PLANTS (FIELD LOCATED PLANTS GRAPHICALLY SHOWN
G IN NU
ON THE PLANT LISTS.
PRU&'LY BUMWELM8F TREE
32.
THIS PLAN IS TO BE USED FOR LANDSCAPING AND LIGHTING PURPOSES ONLY. THE CONTRACTOR
0 KEN
SHALL NEVER BE CUT
EXAMINE,ALL ENGINEERING DRAWINGS AND FIELD CONDITIONS FOR EXACT LOCATIONS OF UTILITIEStDRAINS
F$RtC."NREg.yBBER HOSE n
1IN-NYINI
9PISCREPANCIES BEFORE STARTING WORK.
ETC., AND NOTIFY THE OWNER ABOUT AaN
JM I
33.
ALL PLANT MATERIALS USED SH _TO, NAME AND SIZE IN CONFORMITY WITH THE AMERICAN
STANDARD OF NURSERY STOCK (LATESTIVtASIO4)�AND SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY, ALL PLANTS
0
M&EARMIRP W"13 h6t�
SHALL HAVE NORMAL.' WELL -DEVELOPED BRANCHMIAC VIGOROUS ROOT SYSTEMS. THEY SHALL BE SOUND.
SET 3 STAKES OR GUYS 1/2 - 2/3 UP TREE
HEALTHY, V1GORdUS.11 FREE FROM DEFECTS, DISFIGURING KNOTS, ABRASIONS OF THE BARK, SUNSCALD
,QbS, BORERS AND ALL OTHER FORMS OF INFECTION. ALL PLANTS
INJURIES, PLANT DISEASES, INSECT �
SHALL BE NURSERY 'GRO".,, ALL FICANTS SHALL BE GRADE "A* NURSERY STOCK.
0 ENTIRE PLANT BED,
gNW
50 UCER AROUND PERIMETER I:r MINIMUM
LICE
H&�"
34.
EXCAVATION NEAR EXISTING UTILITIES TO BE CAREFULLY PERFORMED BY HAND. ALL TREES SHALL NOT
FINISHED GRADE
BE LOCATED CLOSERTHAN 10' OF ANY EXISTING OR MOPOSED UNDERGROUND UTILITIES.
MATERIAL SHALL BEAR THE SAME RELATION TO FINISH GRADE AS IT BORE TO EXISTING
REMOVE BURLAP FROM TOP 1/3 OF BALL-
35.
ALL PLANT
GRADE AT THE NURSERY.
BACKFILL MIXTURE-2 PARTS NATIVE SOIL
I PART TOPSOIL 7 VARIES
36,
FIELD ADJUST ALL PROPOSED PLANTING LOCATIONS TO AVOID ANY DAMAGE TO EXISTING FACIuT1ES_AS
STAKES TO EXTEND 115' BELOW TREE PIT
WELL AS VEGETATION.
INTO UNDISTURBED GROUND
37�
ALL PLANTING MATERIAL IS TO BE GUARANTEED FOR A PERIOD OF 12 MONTHS FROM THE FINAL
-CONDITION
EXISTING SOIL TO BE LOOSENED TO 6* DE
WHERE SOILS ARE OF HIGH CLAY CONTENT
ACCEPTANCE OF THE PROJECT. IF ANY PLANTS ARE DEAD OR IN AN UNHEALTHY BEFORE
FINAL ACCEPTANCE OF THE PROJECT, THE LANDSCAPE CONTRACTOR SHALL -REPLACE THEM AT HIS
COMPACTED BACKFILL MIX OR UNDISTURBED SUBSOIL
EXPENSE.
38.
PRUNE NEWLY PLANTED TREES AS DIRECTED BY THE LANDSCAPE ARCHITECT, ALL PINES
EVERG%B4 IWEE PLkf MG DE7AJL
SHALL BE SHEARED AS DIRECTED BY THE LANDSCAPE ARCHITECT. PLANTS SHALL ONLY BE INSTALLED
WHEN THE SOIL IS FROST FREE.
39�
UNDER NO CIRCUMSTANCES SHOULD THE MAIN LEADER OF A DECIDUOUS. OR EVERGREEN TREE BE TOPPED.
KTA .
40.
ALL DISTURBED AREAS TO BE TOPSOILED 4" THICK. FERTILIZED. SEEDED AND MULCHED WITH SMALL GRAIN STRAW.
TOPSOIL SHALL BE NATURAL FRIABLE, FERTILE SOIL CHARACTERISTIC OF PRODUCTIVE SOIL IN THE
VICINITY. IT SHALL BE FREE OF LUMPS OF CLAY, STONES, ROOTS AND OTHER FOREIGN MATTER.
41.
SHADE TREES LOCATED NEAR PEDESTRIAN OR VEHICULAR ACCESS SHOULD NOT BRANCH BELOW 71,
42.
ALL SHRUB MASSES SHALL FORM PLAN71NG BEDS AND SHALL BE MULCHED.
43.
CUT AND REMOVE BURLAP FROM TOP ONE-THIRD OF BALL ONLY IF NON -JUTE ROPING IS USED.
44.
THE DEPTH OF PLANTING PITS SHALL BE INCREASED BY lz* THROUGH THE ADDITION OF LOOSE
AGGREGATE (31e TO, I-11r DIAMETER) WHEREVER POOR DRAINAGE OCCURS OR WHERE DIRECTED
BY THE LANDSCAPE ARCHITECT�
45.
GUY WIRES SHALL BE LOCATED SO THAT THEY WILL NOT PULL CROTCH APART. GUY WIRES TO SECOND
BRANCH (MINIMUM ONE-THIRD HEIGHT OF TREE). USE TWO GUYS PER TREE UNLESS OTHERWISE
INDICATED. TREE STAKES AND GUY WIRES SHALL BE REMOVED AFTER ONE GROWING SEASON.
46.
PLANTS PLANTED IN ROWS SHALL BE MATCHED SPECIMENS AND BE UNIFORM IN SIZE AND FORM.
47�
MULCH, 4' IN DEPTH, SHALL BE EITHER WOOD CHIPS, PINE BARK OR SHREDDED HARDWOOD BARK NOT
EXCEEDING Z* IN GREATEST DIMENSION. A WEED RETARDANT BARRIER SHALL BE USED IN ALL
4-
NON-GRASSED AREA.
48.
ALL PLANTS WITHIN SIGHT TRIANGLE EASEMENTS SHALL NOT EXCEED A MATURE HEIGHT OF 3Cr ABOVE
ELEVATION OF CURB.
Z51
49�
THE CONTRACTOR SHALL FERTILIZE ALL PLANT MATERIAL WITH 5-10-5 FERTILIZER, OR APPROVED EQUAL
wry Pa.
AT THE RATE SPECIFIED BY THE MANUFACTURER. ALL TURF AREAS SHALL BE LIMED AND FERTILIZED
APPROPRIATELY FOR THE TYPES OF SOILS ON THE SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
HAVE THE SOIL ACIDITY AND A SOIL TEST CONDUCTED BY THE COUNTY SOIL DISTRICT OR EXTENSION
SERVICE TO ESTABLISH THE SOIL'S LIME AND FERTILIZER RATES.
50.
A TREES OVER SIX FEET IN H HT ARE TO BE STAKED AT TIME OF INSTALLATION 1 pu6(mc
X -r,
,�L IZ oe wor-P woo oo u& iiw- No x"r
1 7900 AfP &rA4W (.oW
W I'
51.
ALL WATER APPLIED TO PLANTED OR TURF AREAS SHALL BE FREE FROM IMPURITIES HARMFUL TO
VEGETATION AND APPLIED AT A RATE OF 5 GALLONS OF WATER PER SQUARE YARD OF PLANT PIT
IMMEDIATELY AFTER PLANTING AND INSTALLATION. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE
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
GUARANTEE. WATER APPLIED DURING THE GUARANTEE PERIOD SHALL BE AT
MATERIAL SURVIVAL
THE RATE OF 1 INCH OF WATER PER WEEK, WITH AN ALLOWANCE FOR NATURAL PERCIPITATION AND
RAINFALL.
52.
BACKFILL MATERIAL FOR RAISED PLANT BEDS SHALL SHALL CONSIST OF NATURAL LOAM TOPSOIL.
FREE FROM SUBSOIL, AND SHALL BE OBTAINED FROM AN AREA WHICH HAS NEVER BEEN STRIPPED,
TOPSOIL SHALL HAVE BEEN REMOVED FROM A DEPTH OF NO MORE THAN I FOOT, OR LESS IF SUBSOIL
IS ENCOUNTERED. TOPSOIL SHALL BE OF UNIFORM QUALITY, FREE FROM HARD CLODS, STIFF CLAY
HARD PAN. SODS, PARTIALLY DISINTEGRATED STONE. LIME CEMENT, TAR RESIDUES. CHIP'S OR ANY
OTHER UNDESIREABLE MATERIAL.
53.
ALL PLANTS ARE SHOWN SEMI -MATURE SIZE ON PLANS. SIZES INDICATED IN PLANT LIST ARE SIZES
AT TIME OF INSTALLATION.
54�
PLANT MATERIAL SHOWN IN A MASS OR TOUCHING EACH OTHER SHALL BE ALLOWED TO GROW TOGETHER
TO PERFORM AS A SCREEN OR A HEDGE. DO NOT PRUNE OR SHEER INTO INDIVIDUAL FREE-STANDING
PLANTS!
55�
PLANTING HOLES SHOULD BE AT LEAST TWICE THE DIAMETER OF THE ROOT BALL.
56.
ROOT BALLS OF PLANTS SHOULD BE PLACED ON UNDISTURBED EARTH. THE CROWN OF THE ROOT BALL
AND FLARE OF THE PLANT TRUNK OR STEM SHOULD BE AT THE SAME LEVEL AS IT WAS IN THE NURSERY.
J_
57.
ONLY DEAD BRANCHES SHOULD BE PRUNED AT THE TIME OF PLANTING.
:�_J
"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.#1
MR.
: W I M
I uw-
L A f; D S C A P- E
a
IN
93 / 'l-N
p
I /u
185 199
% % V"� 1-
176 182
im
CONCRETE
BROOM
TOOLED EDGE
CONCRETE P AVER
2-3/8- MIN. THICKNESS
APPROX. 1 ` TO 1-1/2-
BEDDING SAND
CONCRETE SIDEWALK MIN. 3500 PSI
4— 8. 4` MIK THICKNESS
! MIN.
{. 4p
GEOTEXTILE FABRIC COMPACTED SUBGRADE AS APPROVED BY THE ENGINEER
TURN UP AT SIDES 4 INCH THfCK DENSE GRADED AGGREGATE SUB —BASE
CONCRETE PAVER SOLDIER COURSE
AND CONCRETE PAVEMENT SECTION
N. T. S.
WOOD FIBER SAFETY SURFACE
8" DEPTH (MINIMUM) AFTER COMPACTION.
FINISHED GRADE OF T" CHAMFER OR ROUNDING
PLAYGROUND (INSIDE EDGE)
FINISHED GRADE SHALL BE
FLUSH WITH TIMBER
RAILROAD SPIKE (T LONG MINIMUM)
3 PER TIMBER, 3' O.C.. t' FROM END.
f
4"
--- COMPACTED SUBGRADE
(2) _ 6- X 6' X 8"
TIMBER TIES, 0.40 CCA TREATED
y4 REBAR. 2'-6" LONG.
TWO (2) PER TIMBER ON
807TOM ROW ONLY.
COMPACTED SUBGRADE .
AS APPROVED BY ENGINEER
4' MINIMUM DEPTH OF 3/4" GRAVEL.
FILTER FELT FABRIC
TIMBER EDGING AND WOOD FIBER 109 SAF SURFACE DETAIL,N.T.S
a�,ra-Ys irk?
4.
e Yy l aN c ap l 1c .
GRAPHIC SCALE
+ • 15 30 0
•
IIIINII
IN FEET
"lws . �M .► s
r �
2
I=
WALL-
AMP, iPf
IL
A40 F4*o 44 4 geo cry
LIMIT-
'46& 9-Ly r- i,,A-r pesx-j W1 SjIIIII"- 42f Ur4 It r t vq/ lof>pv!
TAW_
7f-014
ILI
1W
MS -SA 2, —4—
AF 4114-
A_ i &I
Lrwf4-,tt -jr, FA P. 9, 2 roe
Ot- 1;.
0 a ,1%4
1 Cow #41 W 44 FP 5qbiII tV4
4�4�' a IVIZ jt4 Z*M =jjj f
SP
CAT v4cj!-:,T oot4 Pqrtchg it _0tSi
4 LL e-I
Z,
`3, 14
MESA UNIT-- 7
LEVELING PAD__
TYPICAL LEVELING PAD STEP DETAIL
NOT TO SCALE
MESA UNITS
CUT BLOCK TO FIT AROUND PIPE I
L I_
41) 7
F_ _L_ I
max
. I --------
DRAIN PIPE
12 PROPOSED GRADE
-----------
------------------------
DRAIN PIPE OUTLET DETAIL
NOT TO SCAR
TRIM FINGERS IN FRONT
OF TRANSVERSE BAR
OR E_ COMPAC'ED SIRUC-UPA- ;L. 'SE; NOTES;
5/8" (NOM MESA STANDARD UNIT
MESA 7
VISA STANDARD
CONNECTOR
-77V-,T T— 7�
TENSAR STRUCTURAL GEOGRID
L 24.
LEVELING PAD DETAIL -------
NOT 70 SCAL,- Pt_A,-; TRANSVERSE BAP AGAINST
M, ;A CONII4ECTfj;.,
NOTES: A� N'
MAXIMUM WALL HEIGHT TO BE FOUNDED ON COMPAC S', RUC M A s,rA DA U IT I) GEQGP D CON, CTION
FILL SHALL BE DE7ERMINED 61 THE ENGINEER DRfOP Tv CONS 'PUCTjON
2.) THE LEVELING PAC, FOR THE MESA RE7AINING WA: - L SYSTEM SHALLDETAIL
BE CONSTRUCTED FROM THE SAME MAT,-RiA; - FOR THE EN7!PE WALL
LENGTH, IN NO CASE SHALY A COMPACTED STRUC-IJRAL FiLL PAD
AND CONCRETE PAD BE USED IN THE SAME WALL.
I/
0
-----------
CIO
4-
1> A
7-1
A-I!w eQ "N14 4 T145
WOT T4AI4 100, DeTAlo. pr, c:11M46 S&L> 1; 44>�
D R.d �- t,'t' �R s.1AT� 5T� �+'S ts�. 4�+ � a.l r+ h �a � r�--*--T -Y-,M1 � 4 �•, � _
E.)err,�4c> 4L-.Iz:�4r4-,tp L.&yrvp- Tk:, px-v -,iooS
\-7-1-7-1-777-7
6" LINREiNPORCED CONCRETE
(3000 PS, MIN COMPRESSIVE SIRENC,!")
Mtw. To wtice ejjx_=�,
FENCE
(DESIGNED BY OTHERS) CA &
vrE-Iz- k.A1^5s& (01
MESA CAP UNIT
4L
a 0O.5' MIN.
0 000
CONCRETE INFILL V
(DESIGNED BY OTHERS) 00
MESA UNIT 2>0
TENSAR GEOGRID M CSA L v, c.'
FORM WORK SLOTTED
TO RECEIVE POST GEOGRID t
C> a lot
UNIT FILL
PENCE POST ONL _TOP Q�FWALLDET�AIL �TYPICAL
4=0f-%p*4h 1 Awfat>
414 Z, CS*e rIs 5#�=w
—TENSAR GEOGRID SHALL BE PLACED faz x— io,
AS SHOWN ON GEOGRID ORIENTATION
DETAIL IN ALL OTHER AREAS. TENSAR GEOGRID
9>�
t"__44e p.*40dr-1 u—
CONCRETE INFILL— 4
(DESIGNED BY OTHERS)
FENCE POST
(DESIGNED BY OTHERS) 0 411
4 111 A 3- # %*A 1 A4*
11 1 o" f,41*1 calm 0,0 40 AL 1464PA -to �_"Z-to ;4411,-,.,
\-MESA STANDARD UNIT R k
IV 1 5
PLAN VIE 0
0
DETAIL OF FENCE POST., ON TOP OF WAL VA-7 LI
NOT TO SCALE
STEP 1: PLACE AND COMPACT FILL TO BOTTOM OF FENCE
AX.AIIII, )
STEP 2: SET BLOCK TO ELEVATION OF POST GRID (IJtA cu-r
STEP 3: SET POST FORM
STEP 4: BACK TO POST GEOGRID 14
STEP 5: PLACE POST GRID AND STRUCTURAL WALL GEOGRID
STEP 6: SET BALANCE OF BLOCKS
STEP 7: PLACE POST AND CONCRETE
STEP 8: COMPLETE BACKRLL
OE TA I KI INC7 LL -A
f -rq I I F, Pl� r--" VA
0 N�,5 ApQ
[Al
h44*J W F^ 4-T%A R-6-11- 4=1 F__ V-I:x 0h, I.-
Z*,.Ip 144 NJ rA If ZA M frTSIZ4
:I k-; ILFLI c-Tj -r-i =0
I�OV&L-;'J'f7 �CUPSTr W "r LOP f!:VO cjLWS1I STVIIII WITH CO" OF- 3`*c'c)foI (=0t.AcFXJS_
4. Co.1pAe_-mct,4 MU sr Et- IN B&I Wl`rs Ate Ca J-0- 4Zj5*/v 5'rANCW?1ZP 0o&JS1T-f POI A Srm b I SS7
03, UNIA-I ro 0*- 1�
CIL-
Av4C:w CA5F-rI1xt6C;,
Fnz4cr&- -V)- j S3IINII
_rHI!, 064.514-3.
Rev cp— 145— 4q8
Orig.
design by
drawn by.
chkd by
yright 1998
cf, w
VILLAGE OF
RYE BROOK
WESTCHESTER COUNTY, NEW YORK
RETAINING WALL DESIGN
sheet a)
,T-
UD