HomeMy WebLinkAboutFinal Construction Drawings 1998AN
memo
A�
ML
AM AS AW AM
AW M Aw AM AW
AlF
AF mw
AW
AF
Aw
AW
Am
fi
Aam Alma
AMP
AW
AW Ar u
AW AW A�
ff Adv Aw
Aff AAF
AF
AW AW
Lw-4
ul"I'VIL ENGINEER AND TRA,FF1u'o" ENGINEER.0.3" DRAWING INDEX#
I;OHN MEYER G"ONSULTINGN
Co, 5 co kFR S//Z Z IT
0 B Lr - D" F - U140 tr, i"D f?"hu"'AD
""A
if
A'f?MU'e%NK, NEW YORA' 9Y— I 46tlOUTION PZ14N
L v
01/7
J,
Y :5P— 617f4AOINC PYe4N
OWNER:.
IT
An'\ 571-9 6 1 IZ117ES PZ14N
I JIM,
r-% A 10 A00%
c�
RED muuF FAR LLU
WINTHROP ORME
K-0
P-4 SLLj011k(ZN1T bfOSION CONTIfOZ PZXN
i5
CIO KIP r\UNIG�:)LfLt-�(.'71 L L� F ---------
lom% A I Al
v �ANE
44 LINuuLIv AVENUE
j
r
1 —5
5P Z4WOSC4PINC PZ4N
V
A UL UF M I L MucjK, MA
A
qp,
VILL B NE W YO ki
L
11 *%wet
\M CONSITIfXITION OZ b4W
7"
7
r ----------- -I
r
\\/\ ----------- ----------- r ---------- 1 r ------- f ------------ 7 CONSTI?YCTION PEI XWO5,
Q�A)?
L ...... . L ---------
AT X71 -ON PZ -7,41Z5
SURVEYOR
5P— 8 CONS7R
X IK NVE Or ME MMr .......
/w PAmr R4rff
INA00
Ro
14
Ao PlfoflZA�7S
KENNETH B. SALZMANN., LAND` �)umr%VEYOM
-Z/
P-% Ir--*,, 0-% A /. i
:,�:q L ---------- j L ---------- J
5L Ur UlT u,", ---------
120 r�uAD
#I,% A A 'Oft a t I A 0
J I
J�-
-�K 1. k\,- I--, I
I - LWIZI-f P1f0f1ZlS-
-------------
A u w Yo/ 55— 1 S4NIUT /y SL
r�M Nr\ NE
w
v
r ---------- -------
----------
71 11 1
j
---------- ---------- L ------ J L -------
I L ---
A T /r/f PlfOfIZZ S
---- --- 55-2 S/ 0/?# Sf#L
. . ..... .
N-
ZOIT CR14AOINC PZ14N
r r --------
r
1 14)-7 1 1
L -------- i L ------
L ------- L ----- --- i
2 *��:��"�, I - I
trA PZ14N
FeF]
14- 1 1 1
-.81 1 -- I I - \\ PZ ZI&IT Of A015)V1f9XNCZ
--J I L -i --J I L ------
'4,-J L----
. . ... .......... .....
(z3 T- v I P/N Y4Z I#P4 4N4Z rSIS PZ 4N
F i
C�- I 'I I loOAO
—Jl\
Q) Iff 7Z.ANP V// IC� 4 ITION PY o 4N
BONWIT ROAD
ZN-,T PZ4N
I A� -S11T
Off Z A01f4l&4CE 1#P1?0W#
fee) e-%
PZX1,
Off— SITZ AO)f4IN4 CZ I#PRO Vfh Z( N
E
f? DR
L
PIAIE
RIDGL
PARK M` A f - "' &
Sl TE
C)
o Xl Ro
13RO N. T. S.
>
L36 Sy 'b -
P
fTR,O
IQ R
RD TZ)
ARGYLE E 9,
rALCOTr L A
ELY H11 -L DR 4f,4 PINE
RIDOE
PARK
CRAWFORD PARK
Sl TE
l -VIN wsi 0 Atli
J?o
Ay
RYE HILLS BRO
PARK 13C y
7",?D
M A r-'%
IL G
AR
TA Co TT
TE L J, ON, (o ;-" A 7 7' 0 N A r
;o
/W HILL DR
SCALE: 1"=800' CRAWFORD PARKR
RYE HILLS 00
PARK 0)
-.,,00
00
m
z udp'% &V#IN A "A P
V)�j
5; F-
UNAUTHORIZEP Al TRA 176W OR ADOITION TO A MAP
Lu <
8F4RING THE SEAL OF A PROFE55IONAL ENGINEER OR SCALE: 1 "-800'
OR A LICi-NSED �AIVD SURVEMR 15 A WOZAT101V OF TAX INFORMATION
S ON 12 THE
FC?7 09 OF IVEW YOW MUCA TION Z A W,
FINAL CON%5 TRU,,, C TION DI ?A
200A r2O2 NOR TH RIDGE S TREE T
m Ar ANN&
0 Ar
m AV R AW Aff w
Aw
Ar
Ar
v LA UAE LlAtff tf YE!,3R00A NEW YORK
5140-1 .0 PZ14N
EXarP7- AS PSIF SECTION 7209, 5Z18-,91W510N 2 SHEET 1 BLOCK 5
L
204. 9
_qo5.7 fit,
xTIO, 7 /T
G
8 C�=SjAl
wv
WINTHRO
P DRI VF
v a—
--- — --- — --- — ---
It
F
�jl
x
If It
\j
25-
4 RIM Oai
.5 x -----------
;WH
211.4 RIM 0\ ell"
---------------
x EXIS11 G
x x 208,J
217.6
f ---------
v- Gv AlL A SIGNAGE
206.7
V
x
OR S)
DRr STONE W4ZL 580 74:?O't\l J68 49' CD k
np
r S LO/ -W&'L
'10'4�'t 4J4. IJ\ 18
580
Mill, 16 58029 /0 t
Milli
206,5 x r'k — .
212,07
a
2106
507 J2
'XX 204 5J�'W
------------
INV \pw.
REM EXIST] NG 4
204.6 ARY STRUCTURE
i if I t FL 4 TEMPO R
IQ
TRIPU4 REMOVE NISTING ------
Ft
x GUIDERAIL AND SIGNAGE
2017 7
REM4, EXISTING
W00,90 8RUSH
NO
FL 7 rt FENCE 540# ----------------- -
a -MIN I \,4'CHAIN fNA( Jill 4' lAlh-
-77,—
N78
2172 4' iftli I; ll
8' CHAIN INK FEW 59 00'W 22 90
�V,7
c ------ ----------- 7-16 220 141 114,
*09 100 "w 9,99 20
- - - - - - - - - - - - - -
Z),
if
---------------
229.4
x
2051. 1289
2236 235.5
x 2071
\ ----------- e-4%�
Vx
JK LIT",
J4
w
w N.
8ONWIT ROAV
TOP 19
9
19J. 0 V Rcp
194� V 12' VIT
192.6 --- - ---
I'll \\ C -A)
19341 INV
192.1 sumf
75'
N E. w
t
cl�
40f
Oc,
Vtr SUH �5
A(H o4
*:C>
-El Cl
TOP 19595
193.6 INV
92. 5 SUMP
LEGEND
)c -----
EXISTING TREE
EXISTING GRADE
12294 EXISTING SPOT GRADE
- - PROPERTY LINE
EXISTING EDGE OF PAVEMENT
EXISTING UTILITY TO BE REMOVED
95
5 sp -------
A
'� ),
g
.9 8w
(\DO
1871 YH0
X
I It 1869
APPROXIMATE I OCA TION
8' GAS MAIN Pf R CON -
x
179.5
��—
'20
AP,�OZM4 TE I OCA TION
'9' 1 MAIN PER CON -
f 0 P! A TES
APPROXIMA TE Z OCA TION
8 " WATER MAIN Pff
WA Tf R CO. UAPS
GEA (ERA L NO
1. ALL BUILDING STRUCTURE TO BE DEMOLISHED
AND REMOVED FROM SITE IN ACCORDANCE NTH
ANY/ALL APPLICABI E LOCAL OR STATE REQUIREMENTS.
2. ALL EXIS11NG SANITARY SEWER OR WATER SUPPLY FACILITIES
TO BE REMOVED IN ACCORDANCE WITH LOCAL HEALTH DEPARTMENT
AND BUILDING DEPARTMENTS REQUIREMENTS.
IINAUTHORIZU Al TERA TION OF AD011701V TO A UAP COPYRIGHT@ 1998 by John Meyer Consulting
HFARINC THE St -Al OF A PROFESS101VAL i-NOINHR OR i Iws w4,wjmvi:q rgo'ao st'&we k?
Isek y wm
'rtm r
OR A L ICENSCO I AND 54IR �E YOR IS A VIOZ A TION OF OZ /tow
SW t76W 1209 OF THF NEW YOW EDUCA T101V L A W, p AZIX; ft
oftwwt dffiwt the w1ti pffv�� af AM #O)ff ewswag .0av fmviv
EXCEPT AS PER SEICTION 7209, 50-010WN 2 #W 0#11W 07d wam*
6V
0
1---cr-
LLJ >0-
Uj
L'Lj
z
LLJ
0
at� 0
cwa
<
X0
LA.
z
U —
CN
00
0
0
(N Lij
1 (D I
0
CN
BfKYWNT V.:
SITE �
L///, 'f PROPOSED SIGHT EASEMENT
UNAUTHORIZED ALTERATICIN OR ADD/NON To A MAP COPYPJGHTfl 1998 by John Meyer Consulting
BEARING THE SEAL OF A PROFESS/01V4C ENGINEER OR a R rs ores oro pmt of mrs davm�r mo Ag wont oo stored k
OR A LICENSED LAND SURVEYOR IS A DIOL ATION OF am "d 5*e , of I msm7red * my /am or � mem,.% ettctra7i4
mct*r iag photoogo a at&VWr 4 ra MWt nc� la MrW07
SECTION 7209 OF THE NEW YORK EDUCATION CAW, germ o� ktm Ccn Any moddmrkvrs ff t&w ris to mts s P
EXCEPT AS PEI SECTION 7209 SUB DIVISION Z ffim kie1v Olet *rras;s oro Kew,s�t srod.r
204-9
41
2,951
'12 ZAWV 1871 YHO
G
210 7�
X
IN, 8 SAN SMH /a w 186.9
WINTHROP DRIVE
�MCNT
tza
APPROXIMA TE Z 06A 77ON
8' CAS IVAIN Pff CON -
X 186 7 TW 6D P1 A TS
1861A 7880 791
184.9 9W
POOL 8LL -RK E Y A Nf
ROPO�ED LIMIT
APPROXIA
X� TE Z OCA T1
1� MAIN
BIT Hit 2
x 19, 0 1 OAVING
v� WA Ca VA,
�jj
cD Lz- x
61T 25J5 x
x WH --- j / I
211.4 RIM (7)
x 194,
192-2
cz :Ft
81 T
x
211 LA WV
�;v 'k CONC
2067 L-ARGEMENT A
x
P-HEF x
DN THIS S _T 179.5
0 --------
Y"
OPY ShONr WALI IR r
0 H
206.5 x N
rL20 _" "\ \ \ \ \ 5 c 6\
1vt IT'A
4 Cl E -11
\�_NU/T
210.2 �50UNN Ur TLURH 183 101
\ \ \ \ "I, I STORY Y x
FRI FRAME CARA OF
T
Coop t\O(,-A /�w CR
553 G
N DIR 7' TH �_*Iytf'
/11 f_OU001n x 205-9 x2�_ C.� --Q E-12
14 -
VE
I/ ;\ , �- (_� L *1 In: x
X/
\CI E-9
AUCET1 QfN
\ MH t.-10 FOP��35. �T
233.00 RE
9.98 \' �� 177�
ty 14\
I E- .6
23
.37 U
L APS TO BE Of, 010A /T 0 254---. va
c:) C) )r
CD
HP
10 \M- WLLAOf OF RYE NOW
BIT \�OR PARA'PURPOSE Ln
AL
2.27 ACRU20519
2
H EV x OPEN PORCH FOUNMIAI�,, .........
OCS D-1 *�DP JOP .07
TOP 206.00 2,55 8 0 T 4-
47
x 255.6 A
N 011� E /) I i i
+206.50 TOP \221.a5 3 f
CI E-42 -7 14- 0 TT 220,
Nx� Sm �,A 06 /?4/V/ -'SMH B-2
20�.50
F 42 4 4- TO 187-39,1-
7p,
x 204.4 ��j�kATH H B-6
B-3/
175 1
98-.7-0-/-
F
4 0 P 2 JV2.
x 211.4 1 Or 213127
C48
_9
I VOW --
E 1W..m V� *4 01 -
TOP 2
FIG PU�P 41
a14 GARAOE 0 4 SAN.
IN CONC.
SMH A-2
TOP 210.05 7�
325
SPHAL T
V� �10.67
212M SM6 E3-. 8/T
TOP
x EZIC6 216'80 VAZ VE \74
213.75 4- 2 STORY 223.50'
-Ada-T ST FR. DKG X 1H B-1
1 5 TOR
'0,8 '.04 11, /1_Z1U -_
21 _*'s -
'i 21�.O I k �1�1 1-7 , f
x 2g&O 'v 00 11,3 0
x
"XI IAI
+ CIV
A�K \ (1) Ln ---
FL2 245.jPV--
+ 81T
WQ5 #1 117 wuuly frr
4-6
A - NV. 207.2 1,7
TOP 09.90 x FL MH 5 1 8MH
.�M/H -A-5 I - - - - - - _j
TOP 213.14 .69
ffyy. zvq TOP 225.2q
M H E N14'z�' 14.80
1w. �06.92
FAU
�H E-3 414.4V I -
B11 31' lVf
x -SEEAqTE NO. 1
14 -
FOA DISTURBANCE
DMH D-2/ a EXI TING
.15 WE D AR :5B4 F2
TOR 241.02 -3
=I EA \�SIVIH A-6 U t�- +- -1 �MH
rL - TOP 2�5.20 TOP 230. c /IV MH
7 CI D-2-2- \TOP 218.54 r p
TOP 205.60
9100DED 9RUSH\
BIT
TOPM1.7 x 2,31. 0 - - - - - -
)p 9.9,2
?172 4"6HAIN 4'C)V
x 4 CHA I VL,4- / / /
Y
6' CHAIN INK MZ
1-1 CONO
_&I -r wv
---------- 7-
J / - I I �" ;0. ! / - / / C -7'D '�Z_A C -71Z
f I I 1\ '__1 1-11 C�4 I -- -_
Cl F! OCM C-2
817' 2
TOP 239100,
9
INV. 2 TOP 170.2
229.4 VH I
x _z__
x 2077
-- �Oivcl
228.9 .0
x BIT IN"2,9.50 1,974,
2052
Pool
411A TE I OCA TION
e y IN PER CON -
22J 6
In x
A 9 x 2J5.5 ED PZ A TES
x
34 EX. Cl 41
OF
TOP 222.60 PROPOS D
INV. 220.10 (N) LIMIT OF- NEW --------
------- PAVING
1,9e TOP 164.29 APPROXIMA T Z OCA TION
w 4 8 " WATER UA IN PER
8 C/ WAITR CO. MAPS
Y/
9ONWIT ROAD 5mH 9
TOP 1 5,92 G
W , Rcp
190J. 4 0 INV
1,94.21 INV 12' WT - - - - - - -
192.6 SUMP
EX C/ 0
TOP 195.J6 Of
19J. 41 INV 4
1922.1 S' ISO
0
5MH
SAW CUT LINE
MEET EXISTING PAVEMENT
EX C/ 4-1
TOP 195 95
0 1936 INV
140 1,92.6 SUMP x ADJUST EXISTING VALVES
EX 51WH
REMOVE EXISTING AS REQUIRED TO MEET
TOP 196.16
18a6i INV PAVEMENT PROPOSED GRADE
DUH D-5
rOP 196. J4 LEGEND
192,44 INV N, E. W
192J6 1AfV S. REMOVE EXISTING 14-1 v I v v GRADING NOTES
GUIDE RAIL v PROVIDE FULL DEPTH 1. FILLING OF THE EXISTING WETLANDS, AS AUTHORIZED BY THE
PAVEMENT. TOPSOIL ANC U.S. ARMY CORP OF ENGINEERS NATIONWIDE PERMIT #9702320
SEED ALL DISTURBED ?40 SHOULD BE UNDERTAKEN IN A MATTER AIMED AT REDUCING
PROPOSED GRADE IMPACTS ON THE GENERAL ENVIRONMENT. NO STOCKPILING OF FILL
250.39 OR OTHER MATERIALS IN A MANNER CONDUCIVE TO EROSION,
- - - - - - + PROPOSED SPOT GRADE OR IN AREAS LIKELY TO CAUSE HIGH TURBIDITY RUNOFF DURING
EXISTING GRADE STORM EVENTS. ALL EXPOSED SOILS SHALL BE REVEGETATED
x �29.4 EXISTING SPOT GRADE IN A TIMELY MANNER TO FURTHER REDUCE POTEN11AL EFFECTS.
PROPERTY LINE
131?U,5H PROPOSED LOT LINE
BUILDING ENVELOPE
PROPOSED EDGE OF
RIGHT OF WAY
TREE LINE
x
CENTER OF RIGHT OF WAY
EXISTING EDGE OF PAVEMENT
PROPOSED CURB
POOL OLD ORCHARD ROAD
8r
R LOP 0
IT
14 ?/Y 0 G�i
?
ROADWA Y CONNECTION ENLARGEMENT UNA117HORIZ0,4Z TERA TION OR ADOITION TO A MAP C0PYRIGfiT@ 1998 by John Mayer Consulting
E S _S
8CAR11V6 N FAL OF A FFOFE SIONAL ENCINFER OR
mswR No P,:f'gem"' :w
N. 7*S: OR A LlCiNSC D. SUR VE YOR /S A KY A 17ON OF
ION 1AW,
SECT101V 720,�9 OF ThE hFW YORff 690C4 T
dowmmt *7hwt the wNw mmftow of "m we�w emeav Sw mdr
1_,YC6PT AS PfR _'Z_CT101V 7209, SU8-,01W5101V 2. tUm bAfAf 1%V W74MYd
ry
0
C3r
im LAJ LLj tjj
2 (D :) z
cr cr r- .
Uj Ne
m 0
%fo 0
U_ ozx
Z _j M
U. 00 Ld
�X. %-, >_
0 0- z cr-
Uj
<
Lj _j
x >
(30
4z
00
co
0)
M
00
0
c/)
ry
�-
0
Uj
M
F-=
V)
U0, 'z
00
M
0
<
F-
101:�
U.
zry
F=
N Li -
C) 0
C:)
0(50
N
i LJ
0<
F4 _j
LLJ
CC
CL
a_
=3
Uj
Cr -
CL
CA
w
U.5
5;
=3
a.
R0C
;l
§
LLJ
i5
q7
C.D
Uj
a::
ry
0
C3r
im LAJ LLj tjj
2 (D :) z
cr cr r- .
Uj Ne
m 0
%fo 0
U_ ozx
Z _j M
U. 00 Ld
�X. %-, >_
0 0- z cr-
Uj
<
Lj _j
x >
Lww' RA AMU.- im
SCALE 1"=50'
Imm 7/2/98
PRW. M. 96124
,Qoa#"r 49.: SITE
MA YAW NO..,
S P zjm,4,
0
c/)
ry
�-
0
Uj
M
Li
Z
V)
U0, 'z
00
0
<
F-
101:�
U.
zry
U.
N Li -
C) 0
C:)
0(50
N
i LJ
0<
F4 _j
LLJ
Lww' RA AMU.- im
SCALE 1"=50'
Imm 7/2/98
PRW. M. 96124
,Qoa#"r 49.: SITE
MA YAW NO..,
S P zjm,4,
00 00 00
00
cn
�k
T5 M
F=
Q3
LAW 1871 YH00
0-
416
cl- W
g- C1,5AIV SW 10 WV W EXISTING 8" WATER MAIN
WIN THI? OP DRI VZ
APPROKYA TE I OCA T101V
8' 6AS AIAIN PEA' COW- W LLJ
cl-
ig P1 A TFS
8ERKEY ZAM LU
01 1 Uj
4PPROXIYA 7F Z OCA
L81 d 8' 3A TZ -R
WA TER
MUSH
BIT
211.4 Rly
(ZgFR L1,9) 11 . ..... .
81T
LAW
v
CONC
REMOVE EXISTING CAP AND
CONNECT TO EXISTING WATER MAIN
------- CD
OR Y S, roNr WA I/ I SONRy5,rONf' W,41L
-5 lkv?y STONE WAll cr_
0
Irk- STONE
FQ22 f120 MASONFY -LEC. govl,< 66Mi R4 TOR SHEi 9 a'. a, cn
f OUNIVA 24 LF. 15* ST. CI E 11 (POOR IFEPAIR) REMOVE EXISTING Lj-j
TOR Y TOP 251.13 GAS SERVICE 1 5 AOR r HIT onz
01,60% MAMF CARAGE xz .
EXISTING STRUCTURES Coop 36 LF. 15" ST.X INV. 247.50 (IN) 60'.
FRAM INV. 247.50 (OUT) L OCA TION GA ----------------- - G
TO BE REMOVED (SEE 03.85% pOSSI& f /1, AT ON GA SER WCf
(A
TH EXISTING STRUCTURE TO BE
NOTE 27) DIR /
209.06 TOP js I I - G_z_G ry
f-OU17h7k bO v__ Cl E-12 REMOVED (SEE NOTE 27) Z ::j Uj
IAI �f_ 9 TOP 251.13 LL. 0 �:)
AUCET1 y u L.0
Cl E-9 4
INV. 247.88 (OUT) Cl C-13
0 1 TOP 233.00 MH TOP 235.00 PROVIDE 8" X 8" X 6' TEE Z
AND 6" GATE VALVE 0 EL 7
24 LF. INV. 231.2D I
V. 229.75 �INI) Zk
FL21 VE 8 8"X8"X6" TEE AND 5! ST. TOP 249.98 HYD Cl C-14 24 LF. W ST. PROVIDE CAP 0
2.00
V� 6" GATE VALVE U E- /1 2 5.001 v INV. 246.00 kIN) 23 INV. 231.20 % W/ THRUST BLOCK
TOP 5,00 �L'
D. 2- - I - ui
ST 1) 5.95% -7 REr WALL 0
6-1 TER (D :V. 2ig.Ob
'4 L.F. 1
INV. 244.51 PUT) INV. 231.68
HYDJ$
LAWS 70 Z IV CA /TO 5�
6- WATER-([
-0 6' WATER (DIP) WATER (8" DIP)
TO 711E W Z A CW F R �F NOW _j
lut 0 A 15 1 tl:
BIT bU74 300 tF. 8" SA 6.0 A0
FOR PAN AWPOSE r
21� 6* GATE VALVI AP4�._ "" /- �� i -
H E-8 TOP 228.00
2.27 ACRU
228.05 INV. 224.75 �IN)
!-7 INV. 224.7 OUT)
X 8 &A
INV. 223.20 IN SM j A-9 PROVIDE 8 A ?5" 1 t�t� . OPLIN PORCH .0
& t / SMH B/-8 /
V. 223.10 (OUT & 1_0U/v& SMH A 15 ----- --
TOP 24&20 T 2 07/
OCS D-1 0 TOP 233.98
TOP 206.00 HYD INV. 238.70 (OUT) IN .98/(OUT)
,SMH A-8 INV. 227.68 (IN) ? 42 LF. 15" ST. 0 1.79%
INV. 204.50 (WEIR) TOP 230.71 A SPIVAL T
INV. 200.50 (30 ) 4, 133 LF. 8" SAN 227.68
MH E-7 INV. 224.71 IN) MH C-11 66,
j -4
SMH
5.70%
TOP 221.95 OU
INV. 224.71 111 TOP 229.00
Cl E-2
"111 TOP 209.50 INV. 218.70 (IN) SMH A-7 6 RUN INV. 224.00 (IN) SMH B-2
'A 27 L.F. 15" ST. INV. 217.25 (OUT) INV. 224.00 (OUT)
5- 03.81% INV. 206.08 (IN) INV. 217.13 PROPO STREET TOP 187.39
INV. 206-8 k-Ij/ 3 _PA VI LIGHT (TYP.) 0 SMH B-4 SMH B-3 INV. 183.00
6- WATER (DIP) TOP 212.00 TOP 198.70 INV. 176.99'
20.4 ST. 0 3.79 11
- ST. EXISTIN STRUCTURE TO BE 222,20 k1N) :_8
14-1 55 L.F. 15 MH INV. 204.01 (IN) INV. 194.00 (IN)
WA' INV. 199.00 T) INV. 187.30 (OUT)
2A 77ON 03.17% REMOVED (SEE NOTE 27
117V 01.2 T)
IN 22 IQ\(Ou TOP 213
6- WATER (DIP) Ln
165 LF. 8" SAN INV. 208.
TOP A 'I" "I' INV. 207.76 (E 14-
ew 10
T7,4CRE3 -9- 03.00% xis-nNG STRUCTURES 4W) SMH J
TO BE REMOVED (SEE INV. 207.97 (S H
H V��OTE 27) PROVIDE 8" X 8" X 6" TEE PROVIDE 8 X 6" TE 44 LF. 8" PVC
INV. 200.00 S F714 0,4RA U AND 6" GATE VALVE AND 6" GATE VAL
SAN 0 10.00% 1
4 SA iANVI, 6 015
C2 5 LF, 8" ST. 0 2. 73- \ x PROVIDE I
/A' CONC
p 10
SMH A-2 ES E-1 c c W/ THRU( OC
TOP 217.30
TOP 210.05
INV. 205.67 (IN) 10 INV. 213.68 IN) PIPE ANCHOR
INV. 20&67 (OUT) INV. SEE DETAIL #
A, PRO Cl E-5-1 SPHAt (9
N117- 611V, 1 1, V 1ROVIDE 8" X 8' X 8* TEE
N,"V�,,JHRUST/BLOCK
\V SMH 13-5-1 -4 - 81T
In, n " VAI �E 9OX
EXISTING CASTIRON INV. STORY PROPOSED STREET TOP 211.
21375 G 810 Z?A TH TOP 223.50
ANITARY SEWER MAIN IN 12.55 FAUCET I ST LIGHT (TYP.) I INV. 218.92 �11 kA 24 L.F. 15" ST INV. 208.25 SMH B-1
I Hf 15 9 W43 LF. 8* DIP SAN 0 20.00% TOP 171.00
24 LF. 1 INV� 218.92 06T)
5: m!vi
1 ;" S, .4 0 L.F. 15" ST. 0 Z177. 168.19 1
72 L.F. 8" SAN. IN
-7
00.70% IR TrOjj- MH C
SEE JOHN ME CON� GS U. --,__CO� UCT
"OS -71 AND 0 I1TLfD FF -Sl (81 DIP) _jx 6" WAIT 17 5n
SMH A-3 \9 F\ il I WAR!R �8DIP) v NG PIPE
DRAINAGE IMPR EMENPS AN. LF 252 LF-.--&"- SAW-*-1� T. 0 2.17%14-4 207.85 �IN)
*41T Y1 if 207.76 OUT)
INAGE5 Top -7
DOWNSTREAM D I
INV. 206.20 (IN)
1. 207.09 (WQS)
Os,4 EXISTING 8* ITARY SEWER MAIN
,v INV. 206.20 (OU f %I/ %7/E/T/CATV
t -X SMH 17 411r.- -A NNV. 207.2
H044UMES - I *: MH C-5
20 L.F. e &.5 "Ass 'A Y7T_AZ/! W v & 111A U 1" o
TOP 09.90 SMH A-5/ SM17 TOP 211.00 SUBSURFACE STORMWATER
11VV 204.50 (07) SAN 0 0.547. Cl E-4-2 SMH B-5-2/ TOP 8" INV 206.59 IN)
INV. 7.07 �IN) \ �, 1W MANAGEMENT FACILITY
TOP 213.14 TOP 225.20 TOP 244.80 INV. 2 12 LF. 15
-31. 02.00%
hV V 204, J7 (N) INV. 7.07 OUT) MH E-3 INV. 208.43 (IN) MH E-4 0 INV. 206.99 ST. 0 2.50 INV. 199.18 600 LF, 5' DIAMETER
INV. 222.00 (OUT) INV. 238.80 (OUT) INV. 2"':0 S
190 LF. 18n T. 0 .94% INV 208.43 (OUT) TOP 212.20 f -A T t __ _ "', 15 3
HIGH DENSITY POLYETHELYNE
TOP 212.80 INV. 212.20 E
24 L.F. 8" SAN. 0 0.75% INV. 20'� 17 LF 15" ST. 0 2.007. INV. 211.44 (IN) DRAINAGE PIPE 0 0.00%
INV. 212.44 (IN) 4 INVERT ELEV 162.00
F.87 (IN) / 1 1 14- Q!- J12 cl C-9
DMH D INV. 207.18 (OUT) Ft INV. 211.44 (OUT 14-6
-2-1 INV. 207.18 ( 1� S2 TOP 217.00
TOP 208.15 14- 14-14 9
INV. 209.50 (IN)
INV. 201.90 �IN)T) W�l F-1 SMH A-6 Cl E-4-1 SM 8 L.F. 15" ST. 0 1.00%
INV. 201.90 OU Cl D-2-2 INV. 208.14 (IN) TOP 218.5 1 TOP 225.20 TOP 230.32 TOP 241.02 INV. 209.30 (OUT) MH -3
MH C-6 TOP
- TOP 205.60 INV. 208.05- (OUT) INV. 221.75 (IN) INV. 224.32 �IN) INV. 232.35 (OUT) TOP 2 12-1, 5 INV. 174.28 �IN)
91T H A 1 INV. 202-60 -W 207 8 (WQS) INV. 212.18 (IN) INV. 221.75 (OUT) INV, 22 OUT) MH C-4
TOP 211.7 FL 7 F i 4'CHA INV. 207.48 IN) INV. 163.96 OUT)
INV. 204.6 LF. 18' ST. 0 1.00 4'CHAIA 11Nff FMCE . ...... . 4'CH41,V Z11V,�,,,rN,,4_ INV. 206.89 OUT) INV. 195.07 �IN)
�T TOP 199.92
6'aiAN LINK FENCr ------ INV. 207.89 WQS)
Wv
------ ya- mammon" INV. 184.65 OUT)
1 0 CI F-1 mouftmw WOMMMO W
TOP 232.00 OCM C-2
TOP 170.2
INV. 229.00 IWO
9 Cl F-2 '�w INV. 162.00 �5
- - - ------ 0) APPROXIMATE LOCATION OF 6' DEEP Gv INV. 163.50 WEIR)
cd TOP 232-00 INV. 162.50 (15')
INV. 229.50 CURTAIN DRAIN. FINAL LOCATION TO
POOL BE FIELD VERIFIED BY CONTRACTOR GA APPROXIVA TF I OCA TION
NO THE VILLAGE ENGINEER TO
cn
V. 8' OAS MAIN Pff CON
-EX]
INIMIZE DISTURBANCE TO THE c__�WUT E LED FLA TES
LA: T� XIS11NG LANDSCAPE SCREENING. 9-�
ROVIDE CONCRETE
EX., Cl 41 22 L ENCASEMENT OF
TOP 222.60 F. 15*ST. 72.307., EXISTING SANITARY
INV. 220.10 (N) SEWER (SEE DETAIL)
- - - - - - - TOP 164.29 APPROZIMA TE Z OCA T101V
- ---------- INV. 159.42 8 ' WATER / VAIN PEI?
N. CONSTRUCT MANHOLE W4 7ER 00 MAPS
OVER EXISTING PIPE
BONWIT ROAD SMH -0 CONTRACTOR TO VERIFY ELEVATION OF EXIS11NG
TOP 19-5.,Q2 G 8" WATER MAIN AND RELOCATE AS MAY BE REQUIRED
19J 40 INV RCP TO PROVIDE SEPARATION AS DEPICTED IN DETAIL
0 1 2-� INV 12' OT - - - - - - - - - - 'ZI co CONNECTION TO EXISTING NUMBER 27. CONTRACTOR TO PERFORM MY SUCH
N& 19 �Ijx SUMP PROVIDE 8' %_� I A'10
3 "n TELEPHONE, ELECTRIC SUCH WORK IN ACCORDANCE NTH THE REQUIREMENTS 0
EX cl
rop 195 TAPPING SLEEVE - AND CABLE TV SERVICE AND AS DIRECTED BY THE NEW YORK -AMERICAN
19,34_-� INV C� WATER COMPANY. V)
192.1 CONNECTION TO EXISTING C-, - - -
0 �;
GAS SERVICE SMH W
V g4
( W
10
z
W
EXISTING 8" WATER MAIN
AN 0 �j
EXIS77NG SAN17ARY SEHER SCHEDULE CL 00
*v NO ITS v) FE 0
/7
STRUCT. RIM INVERT COMMENT STRUCT. RIM INVERT COMMENT EXISTING 8" WATER MAIN UAL I / M x
0 EX C/ SMIH 1 163.0 156.3 SMH 12 209.8 203.6 _r M
rop 195.95 SMH 2 166.7 161.1 4" HOUSE CONN. SIMH 13 208.0 201.3 1. UNLESS OTHERWISE SPECIFIED, ALL PIPE FOR GRAVITY SANITARY SEWER LINES SHALL BE POLY%4N1YL CHLORIDE PIPE, 14. WATER MAIN PASSES UNDER SEWER. A MINIMUM OF EIGHTEEN �1&INCHES OF VER11CAL CIFARANCE IS Uj W I-_
0 0 f936 INV SDR -35 (PVC) WITH RUBBER GASKET PUSH -ON JOINTS. REQUIRED. ALL WORK MUST BE CARRIED OUT IN ACCORDANCE THE REQUIREMENTS OF THE WATER 0:� W
EX WH 1��.6 SUUP SMH 3 176.3 169.2± SMH 14 204.8 200.3 WORKS AND THE WESTCHESTER COUNTY DEPARTMENT OF HEALTH. 0 >_
LA_ z ry
TOP 196.16 SMH 4 180.6 171.95 SMH 62 202.95 195.33 2. UNLESS 01HERNSE SPECIFIED, ALL PIPE FOR STORM DRAIN LINES SHALL BE CORRUGATED POLYETHYLENE DRAINAGE
188.6J INV SMH 5 183.6 172.95 u"AURES PLAN LEGEND 15. WATER PRESSLJWREAILEAKAGE TESTS ON ALL NEW MAINS SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST LL_ N U_
SMIH 66 205.1 PIPE (CPDP) AND SHALL CONFORM TO AASHTO DESIGNATION D-3034. 00
SMH 6 183.0 1 73,0 SMH 69 196.16 188.63 ADDITION OF A A STANDARD C600 AND CER11FIED TO THE WESTCHESTER COUNTY DEPARTMENT OF HEALTH BY C) ,
THE DEVELOPER'S ENGINEER. bi
EX SIMH 7 176.8 171.0 EXISTING MANHOLE
TOP 196, J4 SMH 72 181.48 174.6 3. UNLESS OTHERWISE SPECIFIED, ALL PIPE FOR WATER LINES SHALL BE CLASS 52 DUCTILE IRON PIPE (AWA C-150 16. AH CONNEC11ONS TO EXISTING TOWN OR COUNTY MANHOLES SHALL BE CARRIED OUT IN ACCORDANCE c) I
192�44 INV M E. W SMH 8 221.5 212.8 0 <
1,92,J6 11VV 5, DI 45 188.3 187.8 4" PVC AND C-151) WITH RUBBER GASKET PUSH -ON JOINTS, MEETING AWWA SPECIFICATION C-111 AND CEMENT LINED & WITH REQUIREMENTS OF THE AGENCY HAVING JURISDICTION THEREOF. 0:� 0
SMIH 9 223.0 214.7 PROPOSED MANHOLE N _j
Cl 46 248.1 245.9 12" CMP IN BITUMINOUS COATED (AWWA C-104). F17NGS SHALL BE DUCTILE IRON & PRESSURE RATED AT 350 PSI (AWWA C-110)
SMH 10 248.4 243.4 243.4 12" RCP OUT EXISTING DRAINAGE INLET WITH MECHANICAL JOINTS (AWWA C-111) MD CEMENT LINED AND BITUMINOUS COATED (AWWA C-104). 17. NO SANITARY SEWER WITHIN THE SUBDIVISION OR DEVELOPMENT SHALL BE ACTIVATED UNTIL AN
SIMH 11 209.9 204.5 EXIS)7NG STORM DRAIN SCHEDULE EXFILTRA110N/INFILTRATION TEST IS MADE AND HAS MET REQUIREMENTS AND STANDARDS AS SET FORTH LLJ
Cl 47 248.7 246.7 12" RCP OUT 4. EACH DWELLING UNIT SHALL HAVE A SEPARATE WATER SERVICE LINE AND A SEPARATE SANITARY SEWER SERVICE BY THE TOWN ENGINEER. ALL SEWER PIPES MUST MEET AN INFILTRATION RATE OF ONE HUNDRED (100) IX
Cl 48 234.5 SILTED STRUCT. RIM INVERT COMMENT STRUCT. RIM INVERT COMMENT EXISTING FIRE HYDRANT GALLONS PER DAY�ILE/INCH DIAMETER, OR ANY OTHER REQUIREMENTS SET FORTH BY EITHER THE
LINE. UNLESS OTHERWISE SPECIFIED, WATER SERVICE LINES SHALL BE TWO (2) INCH DIAMETER TYPE K COPPER T
Cl 30 160.5 156.4 24" RCP IN Cl 49 232.7 231.4 9" V! T PROPOSED FIRE HYDRANT IN ACCORDANCE WITH AWWA SPECIFICATION C-800. UNLESS OTHERWISE SPECIFIED, SANITARY SEWER SERVICE LINES WESTCHES TY 6EPARTMENT OF HEALTH, DIVISION OF ENVIRONMENTAL QUALITY, OR THE
157.2 21 " RCP IN DMH 50 232.5 230.4 9" \AT IN SHALL BE FOUR (4) INCH DIAMETER POLYVINYL CHLORIDE PIPE IN ACCORDANCE WITH REQUIREMENTS SPECIFIED IN NOTE #1. WESTCHESTER COUNTY DEPARTMENT OF PUBLIC WORKS.
156.3 21" RCP OUT 230.0 9" VIT OUT 24' CYP
Cl 31 162.3 159.1 24" RCP N DI 51 232.1 230.3 EXISTING STORM LINE & SIZE 18. ALL BUILDING CONNEC11ONS �SEWERW SHALL BE EXTENDED TWO (2) FEET BEYOND THE PROPERTY LINE OF EACH
I
SANITARY SEWER LATERAL 158.4 24" RCP OUT DI 52 231.9 230.1 18" RCP 5. THE SANITARY SEWER SERVICE CONNECTIONS SHALL U11LIZE WYE OR TEE CONNECTIONS AS APPROVED BY THE ENGINEER. LOT BEFORE PAVEMENT CON TRUC ON.
mms�_= PROPOSED STORM LINE & SIZE
Cl 32 164.2 160.0 24" RCP DI 53 232.0 229.4 9" VIT IN
6. THE INSTALLA11ON OF ALL SANITARY SEWER LINE AND WATER LINES, INCLUDING SERVICE LINES, SHALL COMPLY WITH THE 19. NO BUILDING CONNECTIONS SHAH BE MADE ON NEWLY CONSTRUCTED SEWERS WITHIN THE SUBDIVISION OR
HOUSE CONNECTION 161.0 12" CMP IN 228.6 9" VIT OUT
MINEEMS PROPOSED 6' DEEP CURTAIN DRAIN REQUIREMENTS OF THE VILLAGE OF RYE BROOK AND THE WESTCHESTER COUNTY HEALTH DEPARTMENT. DEVELOPMENT UNTIL NEWLY CONSTUCTED SEWER HAS BEEN OFFICIALLY ACCEPTED AND APPROVED BY THE
162.0 8" \417 IN DMH 54 224.9 222.9 9" VIT IN TOWN ENGINEER OR THE COMMISSIONER OF PUBLIC WORKS AND INFILTRATION AND EXFILTRATION TESTS
LOT INV. 0 MAIN APPROXIMATE LOT INV. 0 MAIN APPROXIMATE DMH 33 173.7 167.9 2e RCP IN 222.8 HAS BAFFLE 8'PVC 7. THE SITE CONTRACTOR WILL BE REQUIRED TO DIG HOLES OVER EXISTING U11UTY CROSSINGS TO DETERMINE THE EXACT HAVE BEEN APPROVED BY THE WESTCHESTER COUNTY DEPARTMENT OF HEALTH.
170.3 12" CMP IN DI 55 222.6 221.4 9" MT IN EXISTING SANITARY SEWER LINE & SIZE
INV. 0 HOUSE INV. 0 HOUSE
z ELEVA11ONS AND LOCA11ONS OF EXISTING PIPES. AFTER OBTAINING THIS INFORMATION, THE SITE CONTRACTOR SHALL SUPPLY
167.7 24" RCP OUT 220.8 6" VIT OUT 8" Pvc 20. ALL MANHOLES GREATER THAN TEN (10) FEET IN DEPTH SHALL BE CONSTRUCTED WITH FIVE (5) FOOT INSIDE
14-1 0 North Ridge St. 0 North Ridge St. 14-21 227.8 233.0* Cl 34 173.2 171.5 12" CMIP DI 56 225.1 224.0 6" PIPE OUT PROPOSED SANITARY SEWER LINE & SIZE THE INFORMATION IMMEDIATELY TO THE ENGINEER FOR REVIEW. DIAMETER MANHOLES.
14-2 0 North Ridge St. 0 North Ridge St. 14-22 233.9 240.0* DMH 35 178.5 172.1 30" RCP IN
DI 57 229.9 228.5 6" PIPE OUT
14-3 (NA) 186.3 (Ease) 14-23 246.1 253.0 175.1 12" CMP IN _G- EXIS11NG GAS LINE 8. THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF THE SANITARY SEWER LINES FROM THE MAINS IN THE STREETS 21. ALL SEWER LATERALS SHALL SLOPE AT 1/4 INCH/FO0T FROM SEWER MAIN TO PROPERTY LINE.
DI 58 207.3 204.6 15" RCP IN
14-4 (NA) 186.3 (Ease) 14-24 238.3 243.0* 170.2 24" RCP OUT TO THE PROPERTY LINES, THE BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF THE SANITARY SEWER
14-5 0 Betsy Brown 0 Bets Brown 14-25 228.1 230.0* Cl 36 177.9 175.2 12" CMIP 205.1 12" RCP OUT SERVICE LINES FROM THE PROPERTY LINE TO THE BUILDING. 22. ALL SEWER LATERALS SHALL BE 4" EXTRA HEAVY CAST IRON PIPE.
14-6 212.2 217.5* y 14-26 223.4 228.5 Cl 37 181.5 173.0 30" CMP IN DI 59 207.3 204.2 12" RCP IN W_ EXISTING WATER UNE 23. SEE DETAIL 112 FOR VER11CAL SEPARATION REQUIREMENTS AT SANITARY SEWER CROSSINGS.
14-7 216.5 228.5* 14-27 222.6 223.0 172.9 30" RCP OUT 203.7 12* RCP OUT PROPOSED WATER LINE 9. THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLA11ON OF WATER SERVICE LINES MOM THE MAINS IN THE SEE DETAIL #27 FOR HORIZONTAL SEPARA11ON REQUIREMENTS AT SANITARY SEWER CROSSINGS.
14-8 229.4 233.0* 14-28 217.4 223.0 (Ease) Cl 38 181.7 174.2 30" RCP OUT DI 60 208.6 206.5 15" RCP OUT STREETS TO THE PROPERTY LINES, INCLUDING INSTALLATION OF THE CURB STOPS. THE CURB STOP SHALL BE LOCATED IN
14-9 240.2 245.0 14-29 217.4 223.0* (Ease) DMH 39 176.6 172.1 18* RCP DI 61 231.7 229.6 e \017. IN (W/BAFFLE) PROPOSED GATE VALVE ACCORDANCE NTH THE STANDARDS OF THE VILLAGE OF RYE BROOK. THE BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR 24. DISINFECTION AND BACTERIOLOGICAL TESTING SHALL BE PERFORMED IN ACCORDANCE WITH AWWA STANDARD
14-10 229.2 230.0* 14-30 225.0 CI 40 222.2 218.9 12" RCP IN DI 63 195.92 193.40 12" RCP THE INSTALLATION OF THE WATER SERVICE LINES FROM THE CURB STOP TO THE BUILDING. C651-92 EXCEPT FOR SEC11ON 5.1.
14-11 225.2 242.0* 218.7 6" CMP IN 194.2± 12" \AT PROPOSED STREET LIGHT 25. ADEQUATE WATER PRESSURE & CAPACITY IS AVAILABLE TO SERVE THE PROPOSED DEVELOPEMENT ACCORDING TO
14-12 231.0 14-31 236.4 244.0* 218.8 12" RCP OUT 192.6 SUMP 10. DRY WELLS WILL BE PROVIDED FOR ALL LOTS EXCLUDING LOTS 14-14, 14-15, 14-16, 14-17 AND 14-18 TO INFILTRATE RUNOFF NEW YORK -AMERICAN WATER COMPANY RECORDS. DRAW
219.5 225.0 14-32 234.5 238.0* Cl 41 222.6 221.0 6" CMP IN DI 64 199.39 196.34 INV. E FROM PROPOSED ROOF STRUCTURES. SCALE- RA im
14-13 213.3 221.5 14-33 226.0 228.0* 196.28 INV. NE LATERAL SEWER CONNECTION 26. PROPOSED WATER AND SEWER MAINS SHALL NOT BE PUT INTO SERVICE UNTIL THE RESULTS OF THE 1 =50'
14-14 209.0 213.0 14-34 219.5 221.0* 221.7 4" VIT IN 196.24 INV. W 11. A GEOTE0,iNICAL,.,ENGINEER,SHALL, BE RETAINED BY THE OMER TO ANALYZE SOIL CONDITIONS FOR LOTS 14-3, 14-4, 14-5
14-15 220.6 12" RCP OUT AND � 144,10 PROVIDE RECOMMENDATIONS, ON, INSTALLATION OF SUBSURFACE STORMWATER I MANAGEMENT.SYSTEM-, A EXFILTRATION/INFILTRATION AND BACTERIOLOGICAL TESTS HAVE BEN HAVE BEEN ISSUED AND CERTIFICATES OF OA M 7/2/98
207.3 208.0 14-35 214.4 217.0* DI 67 195.95 193.6 INV. CONSTRUCTION COMPLIANCE HAVE BEEN SUBMITTED TO THE WESTCHESTER COUNTY DEPARTMENT OF HEALTH.
14-16 202.0 205.0 14-36 228.4 231.0* DI 42 217.4 215.8 9" \A T 192.6 SUMP WATER SERVICE CONNEC11ON �'GEQTECHNICAL ENGINEER SHALL ALSO INSPECT INSTALLATION AND CONSTRUCTIOW"OF STORMWA UMA ENT SYSTEM, AND PAW, NO: 96124
`�t' UWON OF�PkdPbSED; SLOPES ON 'THESE LOTS.�
14-17 207.1 209.0 14-37 236.4 246.0 DI 43 216.4 214.7 9" VIT DI 68 195.36 193.4± INV. 27. SALE NOTE: NO SALE OF ANY LOTS WILL TAKE PLACE UN11L SUCH TIME AS THE EXISTING STRUCTURES AND AX44"TV.- SITE
14-18 214.4 219.5 14-38 246.1 253.0 DI 44 188.5 186.8 6" PVC 192.1 SUMP wn C/G/E/T/CATV PROPOSED GAS, ELECTRIC, TELEPHONE & TRENCH 12. ALL WATER MAIN INSTALLATION SHALL BE CARRIED OUT IN ACCORDANCE WITH THE REQUIREMENTS OF THE WATER THEIR UTILITIES AND SERVICE CONNEC11ONS HAVE BEEN REMOVED. A?A IWO #0:
14-19 217.9 225.5 14-39 237.7 245.0 187.5 4" PVC DI 70 196.34 192.44 INV. N,E,W DEPARTMENT HAVING JURISDICTION ANUIN ACCORDANCE NTH THE REQUIREMENTS AND SPECIFICATIONS UIVAUTHOIFIZLEO AL TFR4 TION OR ADDITION TO A IVAP COPYRIGHTC 1998 by John Meyer Consul
186.1 6" PVC tin
AS SET FORTH BY THE SUPERINTENDANT OF THE WATER WORKS. 8FARING THE SEAL OF A PROFESSIOWL ENCINEER OR f Rltts R*sewV No pZtof ffia olom hegv 02 k
14-20 222-7 223.5* 14-40 226.6 236.0* 192.39 INV. S -Y
DI 71 182.5 179.4 INV. E OR A L IMN50 Z AM 54IR 14 OR /5 A V104 A TION OF
EMENT S&WOE BASEMENT SERME SECTION 7209 OF THE MEW YORK 041CA T101V Z A W,
PROPOSED LIGHTING INTENSITIES,.(FOOTCANDLES) 13. THE MINIMUM COVER FOR WATER MAINS SHALL BE FOUR FEET, ZERO INCHES (4 $ -0*) OR AS DIRECTED =P=%�4, SP -3
*wnwt WIWI /be w/tiv pom&kfl of A*7 llew CoWtiV &W rwdff
14 ®R�/ya__,j
1A56
179.0 INV. N BY THE SUPERINTENDANT OF THE WATER DEPARTMENT TO MEETIFIELD CONDITIONS. EXCEPT AS PER SECT101V 7209, SU8-9M5101V 2
L4L
2N. 9 -A
20,5,7
8' 0 SAN SMH 10
WIN THR OP DRI VE
POOL
BIT
LR/ 7 J_
BIT
X
X 1208. J
X
211.6
206.7
X 2,55.1
580 7420 Z- J68 49
DRY S70NF WAIL
�;AiL OR LL, 580'10'4�
Pool BIT
1 17
IT
7
AL22 ft2O S
IVA y \STABILI EO
,210-2 �-'0401NDA �ON8T WT
STORY
E�\TR
rPAME Coop
OIR 7 7H Q_
1 '"6 V1 --(;-
K:P1
X
X\
210.8
f1v
K\204.50 �<U
INV
\ I f9J.6 INV
6 V6 SUMP
188.63 INV
D-5
TOP 196J4 _Jf.Q.U�DVCF OF MLSTRUC
192 E� W
44 INV N.
36 INV S.
1. CONSTRUCT MPORARY CONI)TRUCTION ENTRANCES AS SHOWN ON
SP -4 "SEDIM NT AND EROSION CONTROL PLAN".
2. CLEAR AND GRUB THE AREAS NECESSARY FOR INSTALLATION OF
SILT FENCE AND OTHER SEDIMENT AND CONTROL DEVICES.
3. INSTALL SILT FENCE AND OTHER SEDIMENT CONTROL DEVICES
PRIOR TO ANY ADDITIONAL SITE DISTURBANCE.
4. CLEAR AND GRUB THE REMAINDER OF THE SITE AND STOCKPIl F
TOPSOIL IN AREAS AS DELINEATED ON SP -4 "SEDIMENT AND
EROSION CONTROL PLAN*. INSTALL SILT FENCE AROUND THE
IWAI&MNANCE IV ENTIRE PERIMITER OF THE TOPSOIL STOCKPILE.
5. GRADE THE REMAINDER OF THE SITE UP TO SUBGRADE SURFACE.
1. THE SITE SUPERINTENDENT, OR HIS/HER REPRESENTATIVE, SHAH GRADE IN LIMITED AREAS ONLY AT MY GIVEN TIME. FILL
MAKE A VISUAL INSPECTION OF ALL SEDIMENT AND EROSION SLOPE SURFACES WH BE I EFT IN ROUGHENED COND111ON TO
CONTROLS AND NEWLY STABILIZED AREAS (i.e. SEEDED AND REDUCE SHEET AND XXXX EROSION OF THE SLOPE.
MULCHED AND/OR SODDED AREAS) ON A DAILY BASIS; ESPECIALLY 6. CONCURRENTLY, INSTALL STORM DRAINAGE SYSTEM (INLETS,
AFTER A HEAVY RAINFALL EVENT INSURE THAT ALL CONTROLS ARE MANHOL.ES, AND PIPES) AND INLET PROTECTION.
MAINTAINED AND PROPERLY FUNCTIONING. ANY DAMAGED
CONTROLS SHALL BE REPAIRED PRIOR TO THE END OF THE 7. INSTALL OTHER SITE UTILITIES.
WORKDAY INCLUDING RE -SEEDING AND MULCHING IF NECCESSARY.
2. ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED OUT AT 50% 8. INSTALL CONCRETE CURB AND PAVEMENT SUBBASE COURSE
TRAP CAPACITY AND SEDIMENT SHALL BE DISPOSED OF BY AS SOON AS FINAL SUBGRADES ARE ESTABLISHED AND
SPREADING ON SITE OR HAULING AWAY IF NOT SUITABLE FOR UNDERGROUND UTILITY INSTALLA11ON PERMITS.
FILL. 9. DISTURBED AREAS W!HICH ARE NOT TO BE PAVED SHALL BE
SEEDED AND LANDSCAPED AS SOON AS PRAC11CAL AFTER FINAL
GRADES ARE ESTABLISHED.
10. AFTER SITE CONSTRUCTION OPERATIONS HAVE BEEN
COMPLETED AND ALL DISTURBED AREAS HAVE BEEN STABILIZED,
SEDIMENT AND EROSION CONTROLS SHALL REMOVED AND THE
ADJACENT GROUND PERMANENTLY STABILIZED WITH VEGETATION.
tX. (.A 41
TOP 222.60
INV. 220.10 (N)
9ONWIT ROAD SW
MM -4 U'Vir ro A Wi
wil ro, 71 1 FA rZ 71 ME A 14
Tem-porari Stabilization:
Topsoil stock piIes and disturbed portions of the site where
construction activity temporarily ceases for at least 21 days
will be stabilized With temporary seed and mulch no later than 14
days from the lost construction activity in that area.
All gross seed mixtures and application rates shall comply with
Town of Clarkstown requirements.
Areas of the site which are to be paved Will be temporarily
stabilized by applying stone sub -base until bituminous pavement
can be applied.
Permanent Stabilization:
Disturbed portions of the site where construcfion activities permanently
cease shall be stabilized with permanent seed no later than
14 days after the lost construction activity.
All gross seed mixtures and application rates shall comply With
Town of Clarkstown requirements.
!Sff.U.CHLR.A4 ER.ACI'MR.)
Proposed methods include silt fences, haybole filters, temporary drainage
swales temporary sediment traps, inlet protection, anti -tracking pods,
diverZn dikes, rip -rap velocity dissipation aprons and temporary interceptor
berms. Refer to the Soil Erosion & Sediment Control Plan and Construction
Details sheets for the location and construction requirements of the proposed
structural practices.
As indicated in the Sequence of Construction, the stabilized
construction entrances and other sediment and erosion controls
Will be constructed prior to earthwork activities on any part of
the site. Areas where construction activity temporarily ceases
for at least 21 days will be stabilized with a temporary seed
and mulch within 14 days of the lost disturbance. Once
construction activity ceases permanently in an area, that area
will be stabilized with permanent seed and mulch, After the
entire elte is stabilized, accumulated sediments will be removed
from the sediment and erosion control structures and the controls
will be removed.
8 F.A & FL Q W A LTN.UA U� Q& & i EA. MR. QU.A L Y
Stormwater runoff from the site will be directed to a system of
of catch basins and pipes that will convey the runoff to various stormwater
management facilities.
Stormwater runoff from the project will discharge at two locations on site:
Western portion of Site- Stormwater will discharge into the Wetland Mitigation Area
and discharge undetained into the improved downstream drainage system (see drawings
OS -1 & OS -2 titled "Off -Site Drainage Improvement Plan" for proposed downstream
improvements).
Eastern portion of Site: Stormwater will discharge into the proposed subsurface
stormwater management system located at the intersection of North Ridge Street &
Betsy Brown Rood prior to entering the existing downstream drainage system in
Betsy Brown Rood.
The proposed site plan includes stormwater management facilities to mitigate potential
hydrologic wad water quality impacts.
The first flush (first 1/2�) of stormwater runoff from the western portion of the site will
be collected in the proposed wetlands mitigation area which will enhance water quality by
means of extended detention. The wetlands mitigation area Will bypass all other flows
undetained into the improved downstream storm drainage system. This system ultihately
discharges into the Blind Brook. In addition, an 61 -grit separator will be provided prior to
the discharge point into the wetlands mifigation area for additional pollutant removal by
means of sediment settling and entrapment of oil. An oil -grit separator is also provided
at the eastern portion of the site to allow settling of sediment and entrapment of oil.
Peak discharges into the Blind Brook will be immeasurably increased following the proposed
site development.
The 6il-grit separators will require periodic maintenance which will be performed as part of the overall site
maintenance program by the Village of Rye Brook, once dedication of the system is accepted by the Village.
Sediment Will be periodically removed from the basin whereas both sediment and oil will be periodically removed fror
the grit separators.
89XZ E Y Z A NE
SEDIMENT & EROSION CONTROL PLAN
LEGEND
venom SILT FENCE
BALED FILTER
STABILIZED CONSTRUC11ON ENTRANCE
X
Y'
TEMPORARY SEDIMENT BASINS
LANV 1,57 MH ioclo
186.9
7-W
189. 0 AW
184. 9 9W
C-3
':1179! S5
1810
X 81T
C2
X
1770
LL
SUH
-,SMH B-2
TOPALX__"
175.1
1170 1
81T
X
1671
SMWENT AND &OSION CON OL NOES
1. All sediment and erosion control measures shall be installed and maintained in accordance
EROSION ALD_._SM,!!�MNr!II �om�a
Z YSPEC7701 V, � A ND MA IN NCE ERA C T)
1.
The following are inspection and maintenance practices that will be
& Cut and Fills shall not endanger adjoining properties, nor divert water onto the property
used to maintain erosion and sediment controls.
2.
All measures will be maintained in good working order. If a
9. All fills shall be compacted to provide stability of materijol and to prevent settlement.
repair is necessary, it will be initiated within 24 hours of
10. Excavations and fils shall be rolled, sealed and stabilized at completion of each construction day.
report.
3.
Built-up sediment Will be removed from eilt fence when it
11. The Contractor shall inspect downstream conditions for evidence of
has reached one-third the height of the fence,
4.
Silt fence Vill be inspected for depth of sediment, tears,
to see If the fabric is securely attached to the fence
12. As warranted by field conditions special additional sedimentation and erosion control
posts, and to see that the fence posts are firmly in the
ground.
5.
Temporary and permanent seeding and planting will be
by the contractor.
inspected for bare spots, washouts, and healthy growth.
6.
Where portions of the construction area have been finally
13. Stockpiling of construction material shall be placed On -Site in the area design ated. Stockpiled excavated
stabilized, inspection of such portions Will be conducted at least
materiial shall have silt fence installed around the perimeter. All stockpiled material shall be
once every month until the entire site is finally stabilized.
7.
Where discharge locations are accessible, they Will be inspected
immediately following any storm event to ascertain whether
erosion control measures are effective in preventing significant
0*4617HOIFIZED AL TFRA 77ON CP AMITION M A MAP COPYRIGHT(g) 1998 by John Meyer Consulting
-
impact to receiving waters.
8.
A maintenance Inspection report will be made after each
7209 YORA' I '==Z;1
obmmvt amoul Me ettw POMPWW d A* Aw &flolkg
f-MEPT A5,off SECTION 7209, SUg-i%fSION 2 14" kMW Wd oxm*
inspection.
EZEP
.L� LA
.OR NG L""AN.2 & AL&
-
1. "Stormwater Management Reporf dated 9/25/98.
2. 'Off -Site Stormwater Management Reporr dated 3/5/97.
89XZ E Y Z A NE
SEDIMENT & EROSION CONTROL PLAN
LEGEND
venom SILT FENCE
BALED FILTER
STABILIZED CONSTRUC11ON ENTRANCE
X
Y'
TEMPORARY SEDIMENT BASINS
LANV 1,57 MH ioclo
186.9
7-W
189. 0 AW
184. 9 9W
C-3
':1179! S5
1810
X 81T
C2
X
1770
LL
SUH
-,SMH B-2
TOPALX__"
175.1
1170 1
81T
X
1671
SMWENT AND &OSION CON OL NOES
1. All sediment and erosion control measures shall be installed and maintained in accordance
7. Dust shall be controlled by sprinkling or other approved methods as necessary, or as directed
With the plans.
by the Contractor.
2. Silt Fence shall be installed as shown on this drawing prior to beginning any clearing
& Cut and Fills shall not endanger adjoining properties, nor divert water onto the property
and grubbing or earthwork. f
of others.
3. Exposed slopes and all graded areas shall be seeded with the following gross mix
9. All fills shall be compacted to provide stability of materijol and to prevent settlement.
immediately upon completion of its construction at a rate of 6 pounds per
10. Excavations and fils shall be rolled, sealed and stabilized at completion of each construction day.
1000 sf in the following proportions:
11. The Contractor shall inspect downstream conditions for evidence of
Kentucky Bluegrass 40%
sedimentation on a weekly basis and after rainstorms.
Creeping Red Fescue 40 %
12. As warranted by field conditions special additional sedimentation and erosion control
Perennial Ryegrass 20 %
I
measures as specified by the Site Engineer and/or Village Engineer shall be installed
4. Gross seed mix may be applied by either mechanical or hydroseeding methods.
by the contractor.
Hydroseeding shall be preformed in accordance with the current edition of the
I
13. Stockpiling of construction material shall be placed On -Site in the area design ated. Stockpiled excavated
N.Y.S.D.O.T. Standard Specification, Construction and Materials, section 6110-3.02,
materiial shall have silt fence installed around the perimeter. All stockpiled material shall be
method number 1.
maintained in an orderly manner so as not to impede on existling traffic circulation routes.
5. Seeded areas shall be mulched, with straw at a rote of 2 tons per acre
(90 lbs. per 1,000 s.f.) such that it forms a continuous blanket.
6. Sediment and Erosion Control Measures shall be inspected and maintained on a daily basis
0*4617HOIFIZED AL TFRA 77ON CP AMITION M A MAP COPYRIGHT(g) 1998 by John Meyer Consulting
-
by Contractor.
BEARING THE SEA1 Of A PROFESSION& EMIIIVEIR OR a m, IsAes~. No pO of 11W doamot 7t be r�Vod�* S�Ved 0
OR A L ICENSED I A /V9 5UR Wr MR IS A WOL A TION OF a r,201.1 so&% or #wswiftd h2 w V /Om Or Yy MOOn e1W1fWi4
ZCRON OF THE NEW EDUC4 TION A W,
7209 YORA' I '==Z;1
obmmvt amoul Me ettw POMPWW d A* Aw &flolkg
f-MEPT A5,off SECTION 7209, SUg-i%fSION 2 14" kMW Wd oxm*
ry
0
Cy
W LLJ Ui
M,rn D Z
%.r Z
offi W V-
M 51, 0
U_ Z cr_
_J M
U. 0
7/2/98
Awd Na:
96124
r
Ar
19, 189 sq. ft,
0. 44 ccres
— — — — — — — — --
TREELIST-
DESIGNA WN ONIFEROUS IWEES
4 P0 Piew abiesl BAB
Nwway 4oruce
17 Ps Plhus strobusl
Mite P/he
22 Pm Pseudotsuga menziesill B&B
Douglas f 1-r
6' - 8'ht
6'- 8*ht
6" - 8" ht
Is.
�,-I'Z�AFANI
------ 1V1F,-aA;7,W-
-- - - - - - - - - -
kIF SUL0VAIV
NIF FILIPO #SKI
00
DEAD OR UNHEALTHY VEGETA11ON SHALL BE REM VED
0
AND REPLACED WITH EVERGREEN TREES AT LEAST
TEN (10) FEET HIGH, AS APPROVED BY THE VILLAGES
42�
PLANNING CONSULTANT.
M
V)uj
=)
V)
Ld
(.D �z
cn
20
cr- 0
rmy
ry Uj
0>-
Lj-
zx
LANDSCAPING
PLAN LEGEND
LANDSCAPING PLAN NOTES
ALL PLANT MATERIAL AND METHODS OF INSTALLATION
SHADE TREE
SHALL CONFORM TO THE AMERICAN ASSOCATION OF
NURSERYMAN, AMERICAN STANDARD FOR NURSERY STOCK,
LATEST EDITION.
Lj
RESIGNA 77ON
SHA DE
TREES
PAVEMENT AND NOT SPECIFIED AS BEING PLANTED WITH
TRES, SHRUBS OR GROUND COVER SHALL BE LAWN.
CONIFEROUS TREE
ALL PLANTING BEDS SHALL BE MULCHED WITH A MINIMUM
OF Y OF BARK CHIPS.
WEILAND GRASSES
THE LANDSCAPING ARCHITECT SHALL INSPECT ALL PLANT
29
Ar
Acer rubuml
8&8
5" cal
TREE PROTEC11ON
Red Maple
THE FINAL LOCATION OF THE SHRUB, TREE AND WEILAND
20
0�
awcus boredisl
B&B
5" cal
ARCHITECT, AFTER THE EXISTING VEGETA11ON HAS BEEN
Red Oak
Cl FARED TO THE LIMIT OF DISTURBANCE BOUNDRY AND
IMPACTED TREES TO BE SAVED IF FEASIBLE
10
00
41vercus palustfisl
B&8
50 ca.
PIn 00k
MAXIMUM EXTENT PRACTICAL EXISTING DEAD OR
14
Z5
Zelkovo selrato Green Vosel
8&8
5" cal
gi-ARINO THC SEAL OF A PPOFESYONAL ENGNEER OR R1 1$ Re$ffwd t of tk doW I my heZoeaIV sletee h,
OR A L ICENSED L AM SUR VE Y01? IS A WOL A T101V OF ce =fjm#f*dh?%7y1=
Grew Vase Zelkow
'W
S,FC710N 7209 OF THE NEW YORY f -DUC4)70N LAW, =.01%0. AA4W* rs M%,'VV'y� all
20
As
Acer saccharum
8&8
5 A' ca/.
1wr Maple
TREELIST-
DESIGNA WN ONIFEROUS IWEES
4 P0 Piew abiesl BAB
Nwway 4oruce
17 Ps Plhus strobusl
Mite P/he
22 Pm Pseudotsuga menziesill B&B
Douglas f 1-r
6' - 8'ht
6'- 8*ht
6" - 8" ht
Is.
�,-I'Z�AFANI
------ 1V1F,-aA;7,W-
-- - - - - - - - - -
kIF SUL0VAIV
NIF FILIPO #SKI
Ile
0
-Www
MCD ::) z
cr- z
w w
m:� 0
(n 0
o z ry
F Im
00
Y 6 W>-
�j 0 Z ry
0 CL -1
0
w
0
<
Lj
>
00
DEAD OR UNHEALTHY VEGETA11ON SHALL BE REM VED
0
AND REPLACED WITH EVERGREEN TREES AT LEAST
TEN (10) FEET HIGH, AS APPROVED BY THE VILLAGES
42�
PLANNING CONSULTANT.
M
V)uj
=)
V)
Ld
(.D �z
cn
20
cr- 0
rmy
ry Uj
0>-
Lj-
zx
LANDSCAPING
PLAN LEGEND
LANDSCAPING PLAN NOTES
ALL PLANT MATERIAL AND METHODS OF INSTALLATION
SHADE TREE
SHALL CONFORM TO THE AMERICAN ASSOCATION OF
NURSERYMAN, AMERICAN STANDARD FOR NURSERY STOCK,
LATEST EDITION.
Lj
ALL AREAS OF THE SITE NOT OCCUPIED BY BUILDING OR
SHADE TREES
PAVEMENT AND NOT SPECIFIED AS BEING PLANTED WITH
TRES, SHRUBS OR GROUND COVER SHALL BE LAWN.
CONIFEROUS TREE
ALL PLANTING BEDS SHALL BE MULCHED WITH A MINIMUM
OF Y OF BARK CHIPS.
WEILAND GRASSES
THE LANDSCAPING ARCHITECT SHALL INSPECT ALL PLANT
MATERIAL AT THE SOURCE BEFORE IT IS DELIVERED TO
THE SITE.
TREE PROTEC11ON
THE FINAL LOCATION OF THE SHRUB, TREE AND WEILAND
PLANTING, WHICH ARE REFERENCED TO THIS NOTE,
TREES TO BE REMOVED
WILL BE DETERMINED IN THE FIELD BY THE LANDSCAPE
ARCHITECT, AFTER THE EXISTING VEGETA11ON HAS BEEN
Cl FARED TO THE LIMIT OF DISTURBANCE BOUNDRY AND
IMPACTED TREES TO BE SAVED IF FEASIBLE
FINAL REGRADING HAS BEEN COMPLETED.
EXISTING WOODLAND AREA TO BE PRESERVED TO THE
MAXIMUM EXTENT PRACTICAL EXISTING DEAD OR
UNSIGHTLY VEGETATION TO BE MOVED BY CONTRACTOR.
UIMU71-10RIA-9 41 TRA TION OR AMMON TO A MAP C0PYRIQiT@ 1998 by John Meyer Consulting
gi-ARINO THC SEAL OF A PPOFESYONAL ENGNEER OR R1 1$ Re$ffwd t of tk doW I my heZoeaIV sletee h,
OR A L ICENSED L AM SUR VE Y01? IS A WOL A T101V OF ce =fjm#f*dh?%7y1=
'W
S,FC710N 7209 OF THE NEW YORY f -DUC4)70N LAW, =.01%0. AA4W* rs M%,'VV'y� all
*mmm t WUWI go wittm pamm/47 0/ AM R�W Cosd* sW mdr
E)��PT AS Pff SECTION 7209, S418 -00510N 2 thm kaWd *7d zowa*
Ile
0
-Www
MCD ::) z
cr- z
w w
m:� 0
(n 0
o z ry
F Im
00
Y 6 W>-
�j 0 Z ry
0 CL -1
0
w
0
<
Lj
>
00
0
ry
42�
00
M
V)uj
=)
V)
Ld
(.D �z
cn
20
cr- 0
rmy
ry Uj
0>-
Lj-
zx
c,4 LL
06
LJ
C)
—j
Lj
(n
(n
Z:
z
00
Uj
Uj
m
m
-j
-j
Uj
Uj
U0j
c'!
Ile
0
-Www
MCD ::) z
cr- z
w w
m:� 0
(n 0
o z ry
F Im
00
Y 6 W>-
�j 0 Z ry
0 CL -1
0
w
0
<
Lj
>
0
ry
LLJ 0
LLJ
M
V)uj
=)
V)
Ld
(.D �z
cn
20
cr- 0
rmy
ry Uj
0>-
Lj-
zx
c,4 LL
06
LJ
C)
—j
Lj
'WOVEN WIRE FENCEMESH SPACING)FENCE POSTS, 36" MIN. LENGTH,FDRIVEN MIN. 16* INTO GROUND
HEIGHT OF FILTER
CLOTH ABOVE GROUND,
16" MINIMUM
PE1RSP VE MEW
.
MIN. FENCE POST
it
WOVEN WIRE FENCE (MIN. 14.5 GAUGE MAX,
6" MESH SPACING) WITH FILTER CLOT� OVER*
FLOW FLOW
UNDISTURBED GROUND
EMBED FILTER CLOTH AGAUGE,
|
NTOQRDUND (8F M|N.
'
�� ����
��K~.�� � 0��V^�
� K��"�k���� NOTES
0����� SILT
FENCE
_
?.WOVEN WIRE FENCE SHALL BE FASTENED SECURELY
POSTS: STEEL, EITHER TORU
TO FENCE POSTS WITH WIRE TIES OR STAPLES,
TY9E, OR 2° HARDWOOD
2. FILTER CLOTH SHALL BE FASTENED SECURELY SHALL
FENCE: WOVEN WIRE, 14.5 GAUGE
WOVEN WIRE FENCE WITH TIES SPACED EVERY
G" MAX. MESH SPACING
24^ AT TOP AND MID SECTION.
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN
FILTER CLOTH: FILTER X.
EACH OTHER, THEY SHALL BE OVERLAPPED BY
WIRAFI 10OX. STABILIZATION FILTER
SIX INCHES AND F0LDED,
1140N OR APPROVED EQUAL
4. MAINTENANCE SHALL BE PERFORMED AS NEEDED
PREFABRICATED UNIT. GEOFAB,
AND MATERIAL REMOVED AND REPLACED WHEN
ENNR0FENCE, OR APPROVED
"BULGES~ DEVELOP IN THE SILT FENCE.
EQUAL
S31LT FEN""E
2.
3.
FRAME TO BE THOROUGHLY___
BEDDED IN 1:2 CEMENT MORTAR
mix
MANHOLE STEPS 12"QC
(SEE NOTE 1)
Uj
of
o
� ALL LIFT PIN HOLES TO BE---
PLUGGED AND MORTARED
-' INSIDE AND OUT 5^
V --
�
F|LL AND SHAPE INVERT CHANNEL
IN FIELD USING CLASS A (3500 P9|) `
CONCRETE. INVERT CHANNEL TO
HAVE A STEEL TROWEL FINISH.
| APPROVED COMPACTED CRUSHED -1
|
STONE FOUNDATION COURSE. \
�~
SUBGRADE
6" MIN. -
/7/
D Z
|_
,
2"x2' STAKES
DRAIN INLET
GROUND LEVEL
WIN
BOTTG,,*,4 OF BALES
BOTTOM OF BALES
� PERSP
NOTES:
1. ALL BALES ARE TO BE TIGHTLY BUTTED TOGETHER.
2. BALES SHALL BE EITHER STRAW OR HAY.
kDR,
3� PROVIDE FREQUENT INSPECTION AND MAINTENANCE. REMOVE ACCUMULATED SEDIMENT AND
REPLACE CLOGGED BALES 0MAINTAIN EFFECTIVENESS 0FINSTALLATION.
CAMPBELL FOUNDRY FRAME &
COVER No.1107 OR APPROVEDEQUAL, (SEE NOTE 2) FINISHED GRADE
30" W. ADJUST TO GRADE WITH BRICK
(ASTM C-32, GRADE MA.)
12" MAX. OR PRECAST CONCRETE
RI G SECTIONS.
-2MIL COATS OF BITUMINOUS
MATERIAL "INERTOL NO. 49"
KOPPERS SUPER SERVICE
BLACK OR APPROVED EQUAL,
APPLIED IN ACCORDANCE
NTH MANUFACTURER'S SPECIFICATIONS.
(REQUIRED FOR SANITARY SEWER MANHOLES ONLY)
O-RING JOINT TO CONFORM TO
A,S.T.M. DESIGNATION
C443 'LATEST REVISION.
JOINTS TO BE MORTARED
INSIDE AND OUT USING NON
SHRINKING MORTAR.
PIPE PRECAST MANHOLE SECTIONS TO BE IN
OPENING ACCORDANCE WITH "PRECAST
REINFORCED CONCRETE MANHOLE
SECTIONS" A.S.T.M. DESIGNATION C-478,
'D LATEST REVISION, MINIMUM COMPRESSIVE
STRENGTH TO BE 4000 P.S.I.
'
APPROVED SUBGRADE
1. MANHOLE STEPS SHALL BE CAST IRON NEENAH No. R-1981-0 OR CAMPBELL
FOUNDRY No. 2 OR POLYPROPYLENE COATED STEEL /SEE SPECIFICATIONS)
OR APPROVED EQUAL
2. UNLESS OTHERWISE SPECIFIED, SANITARY SEWER MANHOLES SHALL HAVE LETTERS
"SEWER" AND STORM DRAIN MANHOLES SHALL HAVE LETTERS "DRAIN"
CAST ON COVER. THE COVERS SHALL HAVE VENT HOLES,
3. MANHOLES SHALL MEET DR EXCEED A.B.7.M. AND O.S.H.A. REQUIREMENTS.
4. SEE °NDT[G PERTAINING TO MANHOLES" ON THIS DRAWING.
A STEPS (SEE
DRAINAGE
NOTE A-2)
"B"'ALED' FILTER
RUBBER BOOT CONNECTION SECURED
TO PIPE USING STAINLESS STEEL
STRAPPING ACP COLLAR METH0},
A-LQK OR APPROVED EQUAL.
(REQUIRED FOR SANITARY SEWER MANHOLES ONLY)
APPROVED COMPACTED CRUSF
' STONE FOUNDATION C0UR
�'��~'�`~�� '^��~^`��
�R ^`�` Q�ENN� SI
RAD"tS TO BE MAXIMUM POSSIBLE.
�-�J�0�
���� ���
RUBBER BOOT CONNECTION SECURED
TO PIPE USING STAINLESS STEEL
STRAPPING ACP COLLAR WETHOD,
A-LOK OR APPROVED EQUAL.
FOR SANITARY SEWER MANHOLES ONLY)
APPROVED COMPACTED
CRUSHED STONE FOUNDATION
FINGER UNDERDRAINS-
REQUIRED AT EACH TYPE Cl DRAIN
INLET UNLESS OTHERWISE SPECIFIED
OR DIRECTED (SEE "FINGER
UNDERDRA!N" DETAIL)
~�-FACE OF CURB
DRAINAGE
NOTE A-2)
^--APPROVED SUBQRADE
SEC ;n ON B -B
�
FINGER UND[RDRA|MS- FOUR(4)
REQUIRED AT EACH [U DRAIN INLET
UNLESS OTHERWISE SPECIFIED OR
DIRECTED (SEE -FINGER UNDERDRAIN" DETAIL)
'
MOUNTABLE
BERM
(Optional see
Note 6)
[NSTlNG
PAVEMENT
STANDARD STEEL OR 1-1\2"X1-1\2" OAK FENCE POSTS
GROUP TREE 6"
61
PROTECTION
_
4 FOOT HIGH
CONSTRUCTION FENCE
CONSTRUCTION
�
\
| U
BOTTOM OFFENCE
!|
�
1
L4;L��w AREA' TO BE FLUSH
'
^� WITH GROUND SURFACE
PROTECTED AREA
| � U �
`
|
�
r-6811 V1r.TV
FRAME & GRATE:
|hJ��|�/ A| ^
| `
IDUAL
STANDARD STEEL
NEENAH FOUNDRY Co.
OAK ,cnCc rvo.S
TREE
M
No. R -3246-A OR APPROVED
1.
FRAME & GRATE:
( '
2.
3.
EQUAL
NEENAH FOUNDRY Co.
WIDTH - 12 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE
TOP OF CURB
INGRESS OR 0R EGRESS OCCURS. 24 FOOT MINIMUM IF S|N"LE ENTRANCE TO SITE.
No. R -3403-F OR APPROVED
5.
FILTER CLOTH - TO BE PLACED OVER THE ENTIRE AREA PRIOR PJ PLACING OF STONE.
--FINISHED GRADE
0.
SURFACE WATER - ALL SURFACE WATER FLOWING DR DIVERTED TOWARD CONSTRUCTION
EQUAL
ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE.' |P PIPING IS IMPRACTICAL, A
FINISHED GRADE
�
7.
MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED A CONDITION WH/CH WILL PREVENTLU
TRACKING OF FLOWING OF SEDIMENT ONTO PUBLIC RGMAY REQUIRE
?,RIPK FOR ADJUSTMENT
MAX
PERIODIC TOP DRESSING WITH ADDITIONAL STONEDEMAND AND REPAIR
AND/OR CLEANOUT OF ANY MEASURE USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED,
~
NOTES:
DRIPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED
w
6" SOLID CONC. BLOCK
2'-9)'
^�
'
�
2. DRIVE SUPPORT POSTS 2 FEET INTO GROUND.
BRICK FOR ADJUSTMENT
(12- MAX.)
WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO
STEPS AT 12" O.C. CAST
3. FIRMLY FASTEN FENCE MATERIAL IN PLACE BY 0UR|NQ
PUBLIC RIGHTS-OF-WAY. WHEN WASH/NG IS REQUIRED, IT SHALL BE DONE ON AN AREA
TO FENCE POST WHILE MAINTAINING TENSION ACROSS
OR PRECAST CONCRETE
�
FULL HEIGHT OF FENCE WRING SHALL BE DONE IN A
.
DEVICE.
WANNER THAT WILL PREVENT SAGGING OF FENCE MATERIAL.
IRON OR POLYPROPYLENE
�
PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL 8E PROVIDED AFTER EACH RAIN.
'
EXISTING GROUND
SURFACE' '
4 PROVIDE PERIODIC INSPECTION AND MAINTENANCE OF
'
FENCE INCLUDING REPAIRS AS NECESSARY AND REQUIRED.
STEPS AT 12" O.C. CAST
5.PLAS�C FENCE SHALL BE INTERNATIONAL ORANGE COLOR.
6' SOLID CONIC. BLOCK
COATED STEEL. (SEE
DRAINAGE NOTE A-2)
AS MANUFACTURED BYADP| ENTERPRISES, INC. OR APPROVED
REINFORCEMENT AS REQUIRED
IRON OR POLYPROPYLENE
4.0
OR PRECAST CONCRETE
FOR PRECAST CONCRETE
COATED STEEL. (SEE
STRUCTURE
DRAINAGE NOTE A-2)
40
REINFORCEMENT AS REQUIRED
FOR INVERT, SEE
ry
SEE DRAINAGE NOTE A-3 FOR
1,J
.///"
FOR PRECAST CONCRETE
PLAN OR PROFILE
CONCRETE FOUNDATION
.
STRUCTURE
0
z >_
ry
FOR CONCRETE BLOCK
_j
LL-
-Ito
0
It
Uj
STRUCTURES.
FOR INVERT, SEE
SEE DRAINAGE NOTE A-3 FOR CONCRETE
PLAN -OR PROFILE
FOUNDATION FOR CONCRETE
BLOCK STRUCTURES
APPROVED COMPACTED
CRUSHED STONE
FOUNDATION COURSE.
APPROVED COMPACTED 6
6"
8"
CRUSHED STONE
APPROVED SUBGRADE
NOTE: SEE
"DRAINAGE NOTES" ON THIS
DRAWING.
NOTE: SEE
"DRAINAGE NOTES" ON THIS
DRAWING.
'
MOUNTABLE
BERM
(Optional see
Note 6)
[NSTlNG
PAVEMENT
STANDARD STEEL OR 1-1\2"X1-1\2" OAK FENCE POSTS
GROUP TREE 6"
61
PROTECTION
_
4 FOOT HIGH
CONSTRUCTION FENCE
CONSTRUCTION
�
\
| U
BOTTOM OFFENCE
!|
�
1
L4;L��w AREA' TO BE FLUSH
'
^� WITH GROUND SURFACE
PROTECTED AREA
| � U �
`
|
�
m
I ABILIZED"
TREE PROTECT I U
CO3P)ISTRIU'UTION ENTRANCE
CAMPBELL FOUNDRY FRAME &rFINISHED GRADE
COVER No. 1107 OR APPROVED
EQUAL. (SEE NOTE 2)
RUBBER BOOT CONNECTION SECURED-�
TO PIPE USING STAINLESS STEEL
STRAPPING ACP COLLAR METHOD,
A-LOK OR APPROYED E�UAL.
'""ME TO BE '""""U""L'
BEDDED IN 1:(REQUIRED FOR SANITARY SEWER MANHOLES ONLY)
�!� BRICK
PRECAST CONCRETE
RING SECTIONS, APPROVED COMPACTED CRUSHEI
STONE FOUNDATION COURSE
Ld
o '
MANHOLE STEPS 12" O.C.
(SEE NOTE 1)
2-2M!L COATS OF BITUMINOUS
/
MATERIAL ^|NERTDL NO, 49°STEPS
KOPPERS SUPER SERVICE
BLACK OR APPROVED EQUAL,
�
APPLIED IN ACCORDANCE
ry WITH MANUFACTURER'S SPECIFICATIONS.
(REQUIRED FOR SANITARY SEWER MANHOLES ONLY)
O-RING JOINT TO CONFORM TO
CD cc A.S.T.W. DESIGNATION
n C443 LATEST REVISION.
ALL U[| PIN HOLES TO BE JOINTS TO BE MORTARED
-c PLUGGED AND MORTARED
INSIDE AND OUT USING NON-
"~="� =." vv, SHRINKING MORTAR.
(SEE NOTE
PRECAST MANHOLE SECTIONS TO BE IN --
ACCORDANCE WITH "PRECAST
REINFORCED CONCRETE MANHOLE
FILL AND SHAPE INVERT CHANNEL SECTIONS' A.S.T.W. DESIGNATION C-478, /---DEFLECTION ANGLE AS REQUIRED
IN FIELD USING CLASS A (3500 PS |) LATEST REVISION, MINIMUM COMPRESSIVE OR ALLOWED BY OPENING SIZE,
CONCRETE. INVERT CHANNEL TO PIPE STRENGTH TO BE 4000 P.S.I. RADIUS TO BE MAXIMUM POSSIBLE.
HAVE A STEEL TROWEL FINISH, OPENING
PLAN
' APPROVED COMPACTED CRUSHED-\ N �� --------
STONE FOUNDATION COURSE.
RUBBER 8DDT CONNECTION SECURED
TO PIPE US/NG STAINLESS STEEL
STRAPPING ACP COLLAR METHOD,
A-LOK OR APPROVED EQUAL.
(REQUIRED FOR SANITARY SEWER MANHOLES ONLY)
(SEE NOTE
�
-��
---� APPROVED COMPACTED
CRUSHED STONE FOUNDATION 00
COURSE.
coNOTES:APPROVED 3. MANHOLES WITH DEPTH (b) 12' DR GREATER SHALL BE FIVE (5) --�
FEET IN DIAMETER. "- - -
l. MANHOLE STEPS SHALL BE CAST IRON NEENAH No. R-1981-0 OR CAMPBELL
FOUNDRY No. 2588-1 OR POLYPROPYLENE COATED STEEL (SEE SPECIFICATIONS) APPROVED MEET �R EXCEED A�S'�W� AND O'S'H'A' REQUIREMENTS. //_AppROyED SUBgRADE
OR APPROVED EQUAL.
5SEE "NOTES PERTAINING TO MANHOLES" QW THIS DRAWING.
���������� �� ��
2. UNLESS OTHERWISE SPECIFIED, SANITARY SEWER MANHOLES SHALL HAVE LETTERS Z) k; ������
"SEWER" AND STORM DRAIN MANHOLES SHALL HAVE LETTERS "DRAIN" O%
`.
CAST ON COVER. THE COVERS SHALL HAVE VENT HOLES. /�v�"n�xm� &�nn�n/�
(~v^u"'.~.~ ........~ Buse)
MA NVOLE (TYPE p")
-NOTES PERTAINING TO DRAIN INLETS
EXCAVATED
A-1 ALL PRECAST CONCRETE STRUCTURES SHALL BE DESIGNED TO ACCOMMODATE TRENCH FINISHED GRADE
AN H-20 DESIGN LOAD.
A-2 STEPS WILL NOT BE REQUIRED IN INLETS LESS THAN FOUR (4) FEET IN DEPTH. UNDISTURBED EARTH COMPACTED BACKFILL
STEPS WILL BE REQUIRED IN INLETS FOUR (4) FEET OR GREATER IN DEPTH. 3 500 p.s.i. CONCRETE
WHEN STEPS ARE REQUIRED, STEPS SHALL COMPLY WITH THE SAME REQUIREMENTS
OF ASTM STANDARD C-478, ARTICLE 13 ENTITLED "'MANHOLE STEPS & LADDERS-. SANITARY LINE - FOR SIZE, SEE PLAN
-3 CONCRETE
A FOR MASONRY STRUCTURES, THE FIRST COURSE OF MASONRY SHALL BE SET
IN THE CONCRETE FOUNDATION BEFORE THE CONCRETE HAS SET. CONCRETE ENCASEMENT A -
FOUNDATION SHALL BE CLASS "A" (3,500 psi) CONCRETE, TWELVE (12) INCHES THICK 4'-0" MINIMU M 4'-0" MINIMUM
AND SHALL EXTEND SIX (6) INCHES BEYOND THE OUTSIDE FACE OF THE STRUCTURE.
A-4 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY 771) FURNISH AND CONSTRUCT .11 4 BARS 0 6" OC
THE PROPER SIZE STRUCTURE INCLUDING THE NECESSARY OPENINGS TO
ACCOMMODATE THE WORK AS SHOWN ON THE PLAAS OR ORDERED BY THE
ENGINEER, AT NO ADDITIONAL COST TO THE OWNEk. 6 6'
A-5 ALL NECESSARY PATCHING FOR DRAIN STRUCTURF�SHALL BE ACCOMPLISHED #4 BARS 6" OC
WITH NON -SHRINKING CEMENT MORTAR GROUT, APPROVED EQUAL TO SECION A -A
SIKA-SET AS MANUFACTURED BY THE SIKA CHEMICAL CORP. NOTES:
A-6 FOUNDATIONS FOR PRECAST CONCRETE STRUCTURES SHALL BE SET ON A 1, CONCRETE ENCASEMENT TO EXTEND 2'-0" MINIMUM INTO UNDISTURBED EARTH,
COMPACTED LAYER OF APPROVED POROUS MATERIAL HAVING A MINIMUM 2. FULL LENGTH OF SANITARY SEWER PIPE TO BE USED AT CROSSING, PIPE TO
COMPACTED THICKNESS OF EIGHT (8) INCHES. BE CENTERED ON CENTERLINE OF STORM PIPE. NO JOINTS SHALL BE LOCATED
NTHIN THE AREA OF CONCRETE ENCASEMENT.
A-7 ALL PIPES SHALL BE CUT FLUSH WITH THE INSIDE WALL OF THE STRUCTURE.
A-8 PROVIDE REINFORCED CONCRETE TOP SLAB FOR OVERSIZED DRAIN INLETS WITH
PROPER SIZE OPENING TO ACCOMMODATE INSTALLATION OF FRAME & GRATE. Cuo"N"RETE ENO"A"EME" IT
A-9 FOR MASONRY STRUCTURES GREATER THAN TWELVE (12) FEET IN DEPTH, Fut< SANITARY LINE
THICKNESS OF MASONRY WALLS SHALL BE INCREASED TO TWELVE (12) INCHES,
1. FILL SECTION AREA MUST BE GRADED TO 2'-0" MIN.
ABOVE TOP OF PIPE BEFORE EXCAVATING TRENCH
2. FOR PVC PIPE INSTALLATION, USE TYPE 11 TRENCH.
NOTES PERTAINING TO MANHOLES
B-1 PRECAST CONCRETE MANHOLES SHALL COMPLY NTH ASTM STANDARD C-478. SUBGRADE
MANHOLE JOINTS SHALL COMPLY WITH ASTM STANDARD C-443.
B-2 FOR PRECAST CONCRETE MANHOLES FIVE (5) FEET OR LESS IN HEIGHT, TOP
CONE SECTION SHALL BE REPLACED WITH, PRECAST REINFORCED CONCRETE _j
SLAB (6- MIN. THICKNESS) NTH OPENING OF SUFFICIENT SIZE TO ACCOMMODATE
MANHOLE CASTING.
D.
B-3 FOR MANHOLES 12 FEET OR MORE IN DEPTH, MANHOLE DIAMETER SHALL BE
B-4 TERMINAL MANHOLE FLOORS SHALL BE SLOPED TOWARD OUTFALL PIPE. co
B-5 INVERT CHANNELS FOR PRECAST CONCRETE MANHOLES SHALL BE CONSTRUCTED
OF CONCRETE.
D=INSIDE DIAMETER, SPAN, OR RISE
0,D.=OUTSIDE BARREL DIAMETER, SPAN OR RISE
B-6 NOTES A-1, A-5, A-6 & A-7 UNDER "NOTES PERTAINING TO DRAIN INLETS" H.D.=OUTSIDE DIAMETER, SPAN, OR RISE @ BELL OR BAND
ABOVE SHALL APPLY TO MANHOLES.
W=H.D. + 2.0' - FOR 48" OR SMALLER DIAMETER, SPAN, OR RISE
W=H.D. + 2.5' - FOR GREATER THAN 48" DIAMETER, SPAN, OR RISE
DRAIN INLET (TYPE CI) DRAIN I N LET (T*T`PE DI)
'
with Sum OTES E I TRENCH
with Sump 9 p 0 D"RAINAGE N T*Tr 13
^
~
SHAPE |
y TO PRO\
u^_n~muv
PAN
y�� |�V��� ���WKJ�| ]OQT CONNECTION
IHOLE DETAIL)
1. DROP CONNECTION SHALL BE USED WHEN INCOMING SEWER IS MORE
THAN 2.-0~ HIGHER THAN THE OUTGOING SEWER.
2. PIPE SIZE OF DROP CONNECTION SHALL BE THE SAME SIZE AS LATERAL
WITH 6' MINIMUM.
Q//opo^nc
:_'RAL NTH
�PE DIAMETER
300T CONNECTION
!HOLE DETAIL) ,
INVERT CHANNEL
ODTH TRANSITION
OW FROM DROP
TION
0. D.
R UN3U|TA8LE
TERIAL, SEE NOTE 2C.
D=UNSIDE DIAMETER, SPAN OR 0S[
CiO.=0UTSIDE BARREL DIAMETER, SPAN OR FOSE
H.D.=OUTS|DE D|AMETER, BPAN, OR RISE @BELL OR BAND
W`H.D. + 2.0' - FOR 48~ OR SMALLER 0AMETER, SP&N, OR RISE
v=H.D. + 25' - FOR GREATER THAN 48" DIAMETER, SPAN, OR RISE
1. FOR TYPE UTRENCH, MATERIAL FOR SELECT BEDDING AND SELECT BACKFILL SHALL BE:
A. EITHER SAND QRCRUSHED STONE |FNOWATER BENCOUNTERED |NTRENCH.
B. CRUSHED STONE IF WATER :S ENCOUNTERED IN TRENCH.
2. TYPE i| TRENCH SHALL BE USED IN ALL OF THE FOLLOWING CASES:
j
A. FOR ALL PVC PIPE AND CONDUIT INSTALLATION. t�nmmEu ROCK no u=ovo^^.S c"rn°^rRcn w onrrnu OF TRENCH
r-6811 V1r.TV
|hJ��|�/ A| ^
| `
IDUAL
STANDARD STEEL
._
OAK ,cnCc rvo.S
TREE
M
1.
�
STONE SIZE - USE ,=k^ - 2^ STONE OR RECLAIMED OR CONCRETE EQUIVALENT,
( '
2.
3.
LENGTH - AS REQUIRED, BUT NOT LESS THAN 50 FEET.y
THICKNESS - NOT LESS THAN SIX (G) INCHES.TYPE)
4.
WIDTH - 12 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE
Ila
INGRESS OR 0R EGRESS OCCURS. 24 FOOT MINIMUM IF S|N"LE ENTRANCE TO SITE.
5.
FILTER CLOTH - TO BE PLACED OVER THE ENTIRE AREA PRIOR PJ PLACING OF STONE.
0.
SURFACE WATER - ALL SURFACE WATER FLOWING DR DIVERTED TOWARD CONSTRUCTION
ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE.' |P PIPING IS IMPRACTICAL, A
MOUNTABLE BERM WITH 5'.1 SLOPES WILL BE PERMITTED.^
�
7.
MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED A CONDITION WH/CH WILL PREVENTLU
TRACKING OF FLOWING OF SEDIMENT ONTO PUBLIC RGMAY REQUIRE
--'
PERIODIC TOP DRESSING WITH ADDITIONAL STONEDEMAND AND REPAIR
AND/OR CLEANOUT OF ANY MEASURE USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED,
~
NOTES:
DRIPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED
w
------- --
1 SPACE SUPPORT FENCE POSTS AT �Q0T INTERVALS.
'
IMMEDIATELY. '
^�
'
�
2. DRIVE SUPPORT POSTS 2 FEET INTO GROUND.
8.
WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO
0
3. FIRMLY FASTEN FENCE MATERIAL IN PLACE BY 0UR|NQ
PUBLIC RIGHTS-OF-WAY. WHEN WASH/NG IS REQUIRED, IT SHALL BE DONE ON AN AREA
TO FENCE POST WHILE MAINTAINING TENSION ACROSS
STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING
�
FULL HEIGHT OF FENCE WRING SHALL BE DONE IN A
.
DEVICE.
WANNER THAT WILL PREVENT SAGGING OF FENCE MATERIAL.
S
'
�
PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL 8E PROVIDED AFTER EACH RAIN.
'
EXISTING GROUND
SURFACE' '
4 PROVIDE PERIODIC INSPECTION AND MAINTENANCE OF
'
FENCE INCLUDING REPAIRS AS NECESSARY AND REQUIRED.
5.PLAS�C FENCE SHALL BE INTERNATIONAL ORANGE COLOR.
'
AS MANUFACTURED BYADP| ENTERPRISES, INC. OR APPROVED
m
I ABILIZED"
TREE PROTECT I U
CO3P)ISTRIU'UTION ENTRANCE
CAMPBELL FOUNDRY FRAME &rFINISHED GRADE
COVER No. 1107 OR APPROVED
EQUAL. (SEE NOTE 2)
RUBBER BOOT CONNECTION SECURED-�
TO PIPE USING STAINLESS STEEL
STRAPPING ACP COLLAR METHOD,
A-LOK OR APPROYED E�UAL.
'""ME TO BE '""""U""L'
BEDDED IN 1:(REQUIRED FOR SANITARY SEWER MANHOLES ONLY)
�!� BRICK
PRECAST CONCRETE
RING SECTIONS, APPROVED COMPACTED CRUSHEI
STONE FOUNDATION COURSE
Ld
o '
MANHOLE STEPS 12" O.C.
(SEE NOTE 1)
2-2M!L COATS OF BITUMINOUS
/
MATERIAL ^|NERTDL NO, 49°STEPS
KOPPERS SUPER SERVICE
BLACK OR APPROVED EQUAL,
�
APPLIED IN ACCORDANCE
ry WITH MANUFACTURER'S SPECIFICATIONS.
(REQUIRED FOR SANITARY SEWER MANHOLES ONLY)
O-RING JOINT TO CONFORM TO
CD cc A.S.T.W. DESIGNATION
n C443 LATEST REVISION.
ALL U[| PIN HOLES TO BE JOINTS TO BE MORTARED
-c PLUGGED AND MORTARED
INSIDE AND OUT USING NON-
"~="� =." vv, SHRINKING MORTAR.
(SEE NOTE
PRECAST MANHOLE SECTIONS TO BE IN --
ACCORDANCE WITH "PRECAST
REINFORCED CONCRETE MANHOLE
FILL AND SHAPE INVERT CHANNEL SECTIONS' A.S.T.W. DESIGNATION C-478, /---DEFLECTION ANGLE AS REQUIRED
IN FIELD USING CLASS A (3500 PS |) LATEST REVISION, MINIMUM COMPRESSIVE OR ALLOWED BY OPENING SIZE,
CONCRETE. INVERT CHANNEL TO PIPE STRENGTH TO BE 4000 P.S.I. RADIUS TO BE MAXIMUM POSSIBLE.
HAVE A STEEL TROWEL FINISH, OPENING
PLAN
' APPROVED COMPACTED CRUSHED-\ N �� --------
STONE FOUNDATION COURSE.
RUBBER 8DDT CONNECTION SECURED
TO PIPE US/NG STAINLESS STEEL
STRAPPING ACP COLLAR METHOD,
A-LOK OR APPROVED EQUAL.
(REQUIRED FOR SANITARY SEWER MANHOLES ONLY)
(SEE NOTE
�
-��
---� APPROVED COMPACTED
CRUSHED STONE FOUNDATION 00
COURSE.
coNOTES:APPROVED 3. MANHOLES WITH DEPTH (b) 12' DR GREATER SHALL BE FIVE (5) --�
FEET IN DIAMETER. "- - -
l. MANHOLE STEPS SHALL BE CAST IRON NEENAH No. R-1981-0 OR CAMPBELL
FOUNDRY No. 2588-1 OR POLYPROPYLENE COATED STEEL (SEE SPECIFICATIONS) APPROVED MEET �R EXCEED A�S'�W� AND O'S'H'A' REQUIREMENTS. //_AppROyED SUBgRADE
OR APPROVED EQUAL.
5SEE "NOTES PERTAINING TO MANHOLES" QW THIS DRAWING.
���������� �� ��
2. UNLESS OTHERWISE SPECIFIED, SANITARY SEWER MANHOLES SHALL HAVE LETTERS Z) k; ������
"SEWER" AND STORM DRAIN MANHOLES SHALL HAVE LETTERS "DRAIN" O%
`.
CAST ON COVER. THE COVERS SHALL HAVE VENT HOLES. /�v�"n�xm� &�nn�n/�
(~v^u"'.~.~ ........~ Buse)
MA NVOLE (TYPE p")
-NOTES PERTAINING TO DRAIN INLETS
EXCAVATED
A-1 ALL PRECAST CONCRETE STRUCTURES SHALL BE DESIGNED TO ACCOMMODATE TRENCH FINISHED GRADE
AN H-20 DESIGN LOAD.
A-2 STEPS WILL NOT BE REQUIRED IN INLETS LESS THAN FOUR (4) FEET IN DEPTH. UNDISTURBED EARTH COMPACTED BACKFILL
STEPS WILL BE REQUIRED IN INLETS FOUR (4) FEET OR GREATER IN DEPTH. 3 500 p.s.i. CONCRETE
WHEN STEPS ARE REQUIRED, STEPS SHALL COMPLY WITH THE SAME REQUIREMENTS
OF ASTM STANDARD C-478, ARTICLE 13 ENTITLED "'MANHOLE STEPS & LADDERS-. SANITARY LINE - FOR SIZE, SEE PLAN
-3 CONCRETE
A FOR MASONRY STRUCTURES, THE FIRST COURSE OF MASONRY SHALL BE SET
IN THE CONCRETE FOUNDATION BEFORE THE CONCRETE HAS SET. CONCRETE ENCASEMENT A -
FOUNDATION SHALL BE CLASS "A" (3,500 psi) CONCRETE, TWELVE (12) INCHES THICK 4'-0" MINIMU M 4'-0" MINIMUM
AND SHALL EXTEND SIX (6) INCHES BEYOND THE OUTSIDE FACE OF THE STRUCTURE.
A-4 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY 771) FURNISH AND CONSTRUCT .11 4 BARS 0 6" OC
THE PROPER SIZE STRUCTURE INCLUDING THE NECESSARY OPENINGS TO
ACCOMMODATE THE WORK AS SHOWN ON THE PLAAS OR ORDERED BY THE
ENGINEER, AT NO ADDITIONAL COST TO THE OWNEk. 6 6'
A-5 ALL NECESSARY PATCHING FOR DRAIN STRUCTURF�SHALL BE ACCOMPLISHED #4 BARS 6" OC
WITH NON -SHRINKING CEMENT MORTAR GROUT, APPROVED EQUAL TO SECION A -A
SIKA-SET AS MANUFACTURED BY THE SIKA CHEMICAL CORP. NOTES:
A-6 FOUNDATIONS FOR PRECAST CONCRETE STRUCTURES SHALL BE SET ON A 1, CONCRETE ENCASEMENT TO EXTEND 2'-0" MINIMUM INTO UNDISTURBED EARTH,
COMPACTED LAYER OF APPROVED POROUS MATERIAL HAVING A MINIMUM 2. FULL LENGTH OF SANITARY SEWER PIPE TO BE USED AT CROSSING, PIPE TO
COMPACTED THICKNESS OF EIGHT (8) INCHES. BE CENTERED ON CENTERLINE OF STORM PIPE. NO JOINTS SHALL BE LOCATED
NTHIN THE AREA OF CONCRETE ENCASEMENT.
A-7 ALL PIPES SHALL BE CUT FLUSH WITH THE INSIDE WALL OF THE STRUCTURE.
A-8 PROVIDE REINFORCED CONCRETE TOP SLAB FOR OVERSIZED DRAIN INLETS WITH
PROPER SIZE OPENING TO ACCOMMODATE INSTALLATION OF FRAME & GRATE. Cuo"N"RETE ENO"A"EME" IT
A-9 FOR MASONRY STRUCTURES GREATER THAN TWELVE (12) FEET IN DEPTH, Fut< SANITARY LINE
THICKNESS OF MASONRY WALLS SHALL BE INCREASED TO TWELVE (12) INCHES,
1. FILL SECTION AREA MUST BE GRADED TO 2'-0" MIN.
ABOVE TOP OF PIPE BEFORE EXCAVATING TRENCH
2. FOR PVC PIPE INSTALLATION, USE TYPE 11 TRENCH.
NOTES PERTAINING TO MANHOLES
B-1 PRECAST CONCRETE MANHOLES SHALL COMPLY NTH ASTM STANDARD C-478. SUBGRADE
MANHOLE JOINTS SHALL COMPLY WITH ASTM STANDARD C-443.
B-2 FOR PRECAST CONCRETE MANHOLES FIVE (5) FEET OR LESS IN HEIGHT, TOP
CONE SECTION SHALL BE REPLACED WITH, PRECAST REINFORCED CONCRETE _j
SLAB (6- MIN. THICKNESS) NTH OPENING OF SUFFICIENT SIZE TO ACCOMMODATE
MANHOLE CASTING.
D.
B-3 FOR MANHOLES 12 FEET OR MORE IN DEPTH, MANHOLE DIAMETER SHALL BE
B-4 TERMINAL MANHOLE FLOORS SHALL BE SLOPED TOWARD OUTFALL PIPE. co
B-5 INVERT CHANNELS FOR PRECAST CONCRETE MANHOLES SHALL BE CONSTRUCTED
OF CONCRETE.
D=INSIDE DIAMETER, SPAN, OR RISE
0,D.=OUTSIDE BARREL DIAMETER, SPAN OR RISE
B-6 NOTES A-1, A-5, A-6 & A-7 UNDER "NOTES PERTAINING TO DRAIN INLETS" H.D.=OUTSIDE DIAMETER, SPAN, OR RISE @ BELL OR BAND
ABOVE SHALL APPLY TO MANHOLES.
W=H.D. + 2.0' - FOR 48" OR SMALLER DIAMETER, SPAN, OR RISE
W=H.D. + 2.5' - FOR GREATER THAN 48" DIAMETER, SPAN, OR RISE
DRAIN INLET (TYPE CI) DRAIN I N LET (T*T`PE DI)
'
with Sum OTES E I TRENCH
with Sump 9 p 0 D"RAINAGE N T*Tr 13
^
~
SHAPE |
y TO PRO\
u^_n~muv
PAN
y�� |�V��� ���WKJ�| ]OQT CONNECTION
IHOLE DETAIL)
1. DROP CONNECTION SHALL BE USED WHEN INCOMING SEWER IS MORE
THAN 2.-0~ HIGHER THAN THE OUTGOING SEWER.
2. PIPE SIZE OF DROP CONNECTION SHALL BE THE SAME SIZE AS LATERAL
WITH 6' MINIMUM.
Q//opo^nc
:_'RAL NTH
�PE DIAMETER
300T CONNECTION
!HOLE DETAIL) ,
INVERT CHANNEL
ODTH TRANSITION
OW FROM DROP
TION
0. D.
R UN3U|TA8LE
TERIAL, SEE NOTE 2C.
D=UNSIDE DIAMETER, SPAN OR 0S[
CiO.=0UTSIDE BARREL DIAMETER, SPAN OR FOSE
H.D.=OUTS|DE D|AMETER, BPAN, OR RISE @BELL OR BAND
W`H.D. + 2.0' - FOR 48~ OR SMALLER 0AMETER, SP&N, OR RISE
v=H.D. + 25' - FOR GREATER THAN 48" DIAMETER, SPAN, OR RISE
1. FOR TYPE UTRENCH, MATERIAL FOR SELECT BEDDING AND SELECT BACKFILL SHALL BE:
A. EITHER SAND QRCRUSHED STONE |FNOWATER BENCOUNTERED |NTRENCH.
B. CRUSHED STONE IF WATER :S ENCOUNTERED IN TRENCH.
2. TYPE i| TRENCH SHALL BE USED IN ALL OF THE FOLLOWING CASES:
j
A. FOR ALL PVC PIPE AND CONDUIT INSTALLATION. t�nmmEu ROCK no u=ovo^^.S c"rn°^rRcn w onrrnu OF TRENCH
C. WHEN UNSUITABLE MATERIAL IS ENCOUNTERED IN BOTTOM OF TRENCH. IN SUCH CASE
` �im
DEPTH OF UNDERCUTTING SHALL BE AS DIRECTED BY THE ENGINEER WITH 6" MINIMUM.
NTS
3. FOR ALL TRENCH EXCAVATION IN FILL AREAS, ALL EMBANKMENTS SHALL BE CONSTRUCTED fk!)ii
TO A MINIMUM OF 2 FEET ABOVE THE OUTSIDE TOP (AT THE BELL) OF THE PIPE PRIOR TO MI 7/2/98
BEGINNING ANY TRENCH EXCAVATION,
PAW NO.,- 96124
MAW NO. -
TYPE 11 TRENCH c D
�
00
Ila
ry
0
z >_
ry
0 Ift
_j
LL-
-Ito
0
It
Uj
C. WHEN UNSUITABLE MATERIAL IS ENCOUNTERED IN BOTTOM OF TRENCH. IN SUCH CASE
` �im
DEPTH OF UNDERCUTTING SHALL BE AS DIRECTED BY THE ENGINEER WITH 6" MINIMUM.
NTS
3. FOR ALL TRENCH EXCAVATION IN FILL AREAS, ALL EMBANKMENTS SHALL BE CONSTRUCTED fk!)ii
TO A MINIMUM OF 2 FEET ABOVE THE OUTSIDE TOP (AT THE BELL) OF THE PIPE PRIOR TO MI 7/2/98
BEGINNING ANY TRENCH EXCAVATION,
PAW NO.,- 96124
MAW NO. -
TYPE 11 TRENCH c D
�
Ila
C. WHEN UNSUITABLE MATERIAL IS ENCOUNTERED IN BOTTOM OF TRENCH. IN SUCH CASE
` �im
DEPTH OF UNDERCUTTING SHALL BE AS DIRECTED BY THE ENGINEER WITH 6" MINIMUM.
NTS
3. FOR ALL TRENCH EXCAVATION IN FILL AREAS, ALL EMBANKMENTS SHALL BE CONSTRUCTED fk!)ii
TO A MINIMUM OF 2 FEET ABOVE THE OUTSIDE TOP (AT THE BELL) OF THE PIPE PRIOR TO MI 7/2/98
BEGINNING ANY TRENCH EXCAVATION,
PAW NO.,- 96124
MAW NO. -
TYPE 11 TRENCH c D
�
D.C.
TE
4T TRAP
REBAR
12" D.C.
5"1 10/10
KLDED WIRE MESH
GALVANIZED STEEL DOUBLE RE11CUUNE
GRATE AND FRAME TO BE EAST JORDAN
IRON WORKS TYPE "WR" OR APPROVED EQUAL
8' -6 -
6'-B* _,6'
GRATE 0 ELEV 206.00
5'-0"
RECTANGULAR WEIR
0 INV. ELEV. 204.50
1 6 6 5-3* DIA. ORIFICE
:1 0 INV. ELEV. 201.50
- ------------ ---------
I I r CONCRETE SEDIMENT
z - - - - - - - - 7_4 --------
2v - - - - - - - - 0 ELEV. 200.00
FRONT ELEVAIION
10"
#4 REBAR 0 12- D.C. VERTICAL
-T
#4 REBAR 0 18" D.C. HORIZONTAL
_11M I
#4 REBAR 0 12-O.C.
!P BOTH WAYS
-d I I=
8" CRUSHED STONE BASE
2 #4 REBAR - ---
CONTINUOUS
SECTION W -W
NQIU:
1. ALL CONCRETE SHALL BE CLASS A CONCRETE (3,500 PSI).
2. ALL EXPOSED EDGES OF THE CONCRETE WING WALLS AND
CONCRETE SEDIMENT TRAP TO BE CHAMFERED ONE INCH.
3. ALL REBAR AND WELDED WIRE MESH SHALL HAVE A
MINIMUM CLEARANCE OF TWO INCHES FROM OUTSIDE
EDGE OF CONCRETE STRUCTURE.
OUTLET CON I NOL STRUCTURE AND SEDIMENT "Ip'"RAP (OCS D-1)
1- CHAMFER (ALL AROUND)
8" SQUARE
FINISHED GRADE WOOD POST
lot#
if
2'-6"
V-8 OR AS DIRECTED
_44 2"
3 1 1- -1 1 1— -
F
L ------ j
1-1
NOTES:
1. ALL WOOD TO BE SEASONED NO.1 DOUGLAS FIR,
SOUTHERN PINE OR OTHER APPROVED STRUCTURAL LUMBER.
2. ALL WOOD TO BE PRESSURE TREATED WITH AN APPROVED WOOD
PRESERVATIVE SUITABLE FOR INSTALLATION IN AND
ADJACENT TO GROUND SURFACES.
DO NOT CUT LEADER
IOVE ENOUGH WHOLE BRANCHES TO REDUCE
IAGE BY 1/3 (ALWAYS PRUNE TO NODE OR
)TCH, RETAINING NORMAL PLANT SHAPE.
NOT CUT LEADER.)
TWO (2) STRANDS NO.12 GAUGE
GALVANIZED ANNEALED STEEL WIRE
TWISTED IN NEW RUBBER HOSE.
TWO (2) STRANDS, DOUBLE WRAPPED
4,ND TWISTED.
CIRCLED WATERPROOF TREE WRAPPING
PAPER, 4" WIDE -50% OVERLAP -TIED
WITH STOUT HEMPCORD AT TOP OF
BALL AND AT HEIGHT OF SECOND
BRANCHES.
PITCH AWAY FROM TREE TRUNK.
FORM 4" HIGH TOPSOIL LIP AROUND EACH
TREE PIT TO FORM WATERING SAUCER.
PLANTING SOIL MIX:
1 PART EXISTING SOIL
1 PART WELL ROTTED COMPOST
1 PART TOPSOIL
1 POUND SUPER PHOSPHATE FERTILIZER
PER TREE
CUT AND REMOVE BINDING FROM TRUNK
AND AS MUCH BALL AS POSSIBLE.
CUT AND REMOVE BURLAP AT UPPER 1/3
OF TREE BALL.
TAMPED TOPSOIL MIX CUSHION
CEDAR STAKES, MIN. 3" DIA., LENGTH
VARIES. 3 STAKES @ 120 DEG. PER MAJOR
TREE. STAKES SHALL CLEAR TREE BALL.
NOTE:
PROVIDE 3" LAYER OF MULCH AS SPECIFIED OVER ENTIRE WATERING
SAUCER AT ALL TREE PITS OR OVER ENTIRE TREE BED.
DECIDUOUS TREE PLANTING 21
A
DIAMETER (D)
FINISHED
io Ti
8"
10"
GRADE
16"
A
A
12-6$t
PS INSTALLED AT 12"O.C,
2;-6"
3'-0"
3'-6't
TO BE NEENAH NO. R -1980-E
B
l-3"
8"
GRATE 0 ELE V. 206.00
OR APPROVED EQUAL, INSTALLED
5-3" DIA. ORIFI
6*y
I
AT PLANT
0 INV, ELEV. 201.50
2'-6"
C
3'-0"
4'-0"
lt-61'
A
#6 REBAR 0 12" D.C.
3)-4"$
3#-8$'
40-01'
§OTH WAYS
1/16
...
ECTANGULAR WEIR
2'-3"
2'- 6 to
2'- 6 to
0 INV. ELEV. 204.50
E3
#4 REBAR DOWEL
2'-6"
CONCRETE
4'-0"
0 18* D.C. (22- LONG)
5- 6
4` -Ow
ANCHOR
WETLAND MITIGATION AREA BOTTOM 0 ELEV. 201.50 t
30" CPDP
4'-0"
4'-6"
i�
a. 7 7- OUTFLOW PIPE
.
B
2'-6
4 Is
2 x4
.1
KEYWAY INV. ELEV. 200.50
A A
77
7 AP PROVED
COMPACTED SUBGRADE
3'
at
=1 I lit 11 =IlF
14' - 9
6 6 71
12"
to 8 CRUSHED
STONE BASE
CONCRETE
8"1- 4s-
I -
to
SEDIMENT TRAP
#4 REBAR 0 12- O�C.
BOTH WAYS
I __00
56-i
cy
RE MESH
6'x6- 10/10 WELDED WIRE MESH
CLAMPS
q
- m
18"
-
SECTION As -At
III
6'-B* _,6'
GRATE 0 ELEV 206.00
5'-0"
RECTANGULAR WEIR
0 INV. ELEV. 204.50
1 6 6 5-3* DIA. ORIFICE
:1 0 INV. ELEV. 201.50
- ------------ ---------
I I r CONCRETE SEDIMENT
z - - - - - - - - 7_4 --------
2v - - - - - - - - 0 ELEV. 200.00
FRONT ELEVAIION
10"
#4 REBAR 0 12- D.C. VERTICAL
-T
#4 REBAR 0 18" D.C. HORIZONTAL
_11M I
#4 REBAR 0 12-O.C.
!P BOTH WAYS
-d I I=
8" CRUSHED STONE BASE
2 #4 REBAR - ---
CONTINUOUS
SECTION W -W
NQIU:
1. ALL CONCRETE SHALL BE CLASS A CONCRETE (3,500 PSI).
2. ALL EXPOSED EDGES OF THE CONCRETE WING WALLS AND
CONCRETE SEDIMENT TRAP TO BE CHAMFERED ONE INCH.
3. ALL REBAR AND WELDED WIRE MESH SHALL HAVE A
MINIMUM CLEARANCE OF TWO INCHES FROM OUTSIDE
EDGE OF CONCRETE STRUCTURE.
OUTLET CON I NOL STRUCTURE AND SEDIMENT "Ip'"RAP (OCS D-1)
1- CHAMFER (ALL AROUND)
8" SQUARE
FINISHED GRADE WOOD POST
lot#
if
2'-6"
V-8 OR AS DIRECTED
_44 2"
3 1 1- -1 1 1— -
F
L ------ j
1-1
NOTES:
1. ALL WOOD TO BE SEASONED NO.1 DOUGLAS FIR,
SOUTHERN PINE OR OTHER APPROVED STRUCTURAL LUMBER.
2. ALL WOOD TO BE PRESSURE TREATED WITH AN APPROVED WOOD
PRESERVATIVE SUITABLE FOR INSTALLATION IN AND
ADJACENT TO GROUND SURFACES.
DO NOT CUT LEADER
IOVE ENOUGH WHOLE BRANCHES TO REDUCE
IAGE BY 1/3 (ALWAYS PRUNE TO NODE OR
)TCH, RETAINING NORMAL PLANT SHAPE.
NOT CUT LEADER.)
TWO (2) STRANDS NO.12 GAUGE
GALVANIZED ANNEALED STEEL WIRE
TWISTED IN NEW RUBBER HOSE.
TWO (2) STRANDS, DOUBLE WRAPPED
4,ND TWISTED.
CIRCLED WATERPROOF TREE WRAPPING
PAPER, 4" WIDE -50% OVERLAP -TIED
WITH STOUT HEMPCORD AT TOP OF
BALL AND AT HEIGHT OF SECOND
BRANCHES.
PITCH AWAY FROM TREE TRUNK.
FORM 4" HIGH TOPSOIL LIP AROUND EACH
TREE PIT TO FORM WATERING SAUCER.
PLANTING SOIL MIX:
1 PART EXISTING SOIL
1 PART WELL ROTTED COMPOST
1 PART TOPSOIL
1 POUND SUPER PHOSPHATE FERTILIZER
PER TREE
CUT AND REMOVE BINDING FROM TRUNK
AND AS MUCH BALL AS POSSIBLE.
CUT AND REMOVE BURLAP AT UPPER 1/3
OF TREE BALL.
TAMPED TOPSOIL MIX CUSHION
CEDAR STAKES, MIN. 3" DIA., LENGTH
VARIES. 3 STAKES @ 120 DEG. PER MAJOR
TREE. STAKES SHALL CLEAR TREE BALL.
NOTE:
PROVIDE 3" LAYER OF MULCH AS SPECIFIED OVER ENTIRE WATERING
SAUCER AT ALL TREE PITS OR OVER ENTIRE TREE BED.
DECIDUOUS TREE PLANTING 21
A
DIAMETER (D)
A
io Ti
8"
10"
12"
16"
A
A
12-6$t
21-0"
2;-6"
3'-0"
3'-6't
1/32
B
l-3"
l'-9"
11-3"
DOUBLE ACTING
STEEL WEDGE
6*y
7"
C
2'-0"
2'-6"
2'-9"
3'-0"
4'-0"
lt-61'
A
21-0 to
3)-4"$
3#-8$'
40-01'
41-4""
1/16
...
3 No. 6
RE -BARS
2'-3"
2'- 6 to
2'- 6 to
2 _R11f
E3
M
2'-6"
CONCRETE
4'-0"
4'-0"
5- 6
B
ANCHOR
rrT�
3'-0"
4'-0"
4'-6"
BLOCK
1/8
B
2'-6
11"
SECTI ON
A A
4' 0"
CONCRETE
THRUST
H BLOCK
4" MIN
D/4
.............. ... A
D/4
SECTION 13-13
WASHINGTON CONTRA/CLINE
14* -6" CAST IRON POLE
SINGLE 150W HPS (E-23 1/2) LAMP
MOLDCAST PRESCOLITE CATALOG NUMBER
-12-BZP-IFU
C7614JA/84122
'OR APPROVED EQUAL,
VER11CAL BEND
NOTES -
1. MANHOLE STEPS SHALL BE CAST IRON NEENAH No. R-1981-0 OR CAMPBELL
FOUNDRY No. 2588-1 OR POLYPROPYLENE COATED SEEL OR APPROVED EQUAL
2. MANHOLES SHALL MEET OR EXCEED A.S.T.M. AND O.S.H.A. REQUIREMENTS.
3. SEE ONOTES PERTAINING TO MANHOLES" ON DRAWING SP -7.
m
CAMPBELL FOUNDRY FRAME & COVER 8' CONCRETE BLOCK WALL
NO. 21046 OR APPROVED EQUAL ACROSS MANHOLE WITH
2 OR 3 ORIFICES.
SEE CHART BELOW
............ 2R SIZES & INVERTS.)
A A
- - - - - - - - - - -
- - - - - - - - - - - - ---
I /
CAMPBELL FOUNDRY FRAME & COVER
NO. 21048 OR APPROVED EQUAL
a_
P L A N V"I E W o
Ink
N.T.S.
- I
m
HORIZONTAL BEND
DIAMETER (D)
BEND
6"
8"
10"
12"
16"
A
A
12-6$t
21-0"
2;-6"
3'-0"
3'-6't
1/32
B
l-3"
l'-9"
11-3"
21-0"
2t-Olf
7"
C
2'-0"
2'-6"
2'-9"
3'-0"
4'-0"
lt-61'
A
21-0 to
3)-4"$
3#-8$'
40-01'
41-4""
1/16
B
l'-9"
2'-3"
2'- 6 to
2'- 6 to
2 _R11f
BLOCK
M
2'-6"
2'-8"
4'-0"
4'-0"
5- 6
B
A
2-6"
3'-0"
4'-0"
4'-6"
5'-2"
1/8
B
2'-6
11"
3- 0"131
3
-6
4' 0"
21-6p",
C
3'
I Olt
4'_
41- 6"
14' - 9
6 6 71
NOTES -
1. MANHOLE STEPS SHALL BE CAST IRON NEENAH No. R-1981-0 OR CAMPBELL
FOUNDRY No. 2588-1 OR POLYPROPYLENE COATED SEEL OR APPROVED EQUAL
2. MANHOLES SHALL MEET OR EXCEED A.S.T.M. AND O.S.H.A. REQUIREMENTS.
3. SEE ONOTES PERTAINING TO MANHOLES" ON DRAWING SP -7.
m
CAMPBELL FOUNDRY FRAME & COVER 8' CONCRETE BLOCK WALL
NO. 21046 OR APPROVED EQUAL ACROSS MANHOLE WITH
2 OR 3 ORIFICES.
SEE CHART BELOW
............ 2R SIZES & INVERTS.)
A A
- - - - - - - - - - -
- - - - - - - - - - - - ---
I /
CAMPBELL FOUNDRY FRAME & COVER
NO. 21048 OR APPROVED EQUAL
a_
P L A N V"I E W o
Ink
N.T.S.
- I
m
HORIZONTAL BEND
C
ALL LIFT PIN I
PLUGGED AN
INSI
FRAME TO BE THOROUGHLY
"ORTAR
JST TO GRADE NTH �RICK
W C-32, GRj
MAX. OR PRE NCRETE
SECTIONS.
APPROVED SUBGf
2-2MIL %ATS OF BITUMINQUS
MATERIAL INERTOL NO. 49
KOPPERS SUPER SERVICE
BLACK OR APPROVED E
APPLIED IN ACCORDANIC
rRTEH MANUFACTURER'S SPECIFICATIONS.
Q
UIRED FOR SANITARY SEWER MANHOLES ONLY)
CONCRETE BLOCK WALL
LROSS MANHOLE WITH
OR 3 ORIFICES.
CHART BELOW
'OR SIZES & INVERTS.)
'RECAST MANHOLE SEC11ONS TO BE IN
iCCORDANCE WITH "PRECAST
EINFORCED CONCRETE MANHOLE
ECTIONS" A.S.T.M. DESIGNATION, C-478,
ATEST REVISION, MINIMUM COMPRESSIVE
JRENGTH TO BE 4000 P.S.I.
lu 8ul Ium ul SINLIGIUR
SECTION A -A
N.T.S.
SHEDULE OF INVERTS
DIAMETER (D)
BEND
6"s
8"'
1 off
12'1
1,
9
A
810
81"
10"
1211
1/32
B
7"
8 '11
Gist
10 Is
3'- o"
C71$
6"
7"
8 IF
811
A
911
12$1
lt-61'
11-91'
1 /16
8
7"
8"'
911
10"
C
8$t
91P
loss
list
BLOCK
A
l'-3 so
1)-81'
2'- 1 to
2'- 6" 1
1/8
B
7"
8t$
got
11
c
8"
9"
loss
11"
A
Is
2'- 0
21-6p",
I -of,
3
31-6"
L/4
B
7"
9�
12"
11 it
-3
(A STONE UNDER DRAIN
C
2$-0"
to
C
ALL LIFT PIN I
PLUGGED AN
INSI
FRAME TO BE THOROUGHLY
"ORTAR
JST TO GRADE NTH �RICK
W C-32, GRj
MAX. OR PRE NCRETE
SECTIONS.
APPROVED SUBGf
2-2MIL %ATS OF BITUMINQUS
MATERIAL INERTOL NO. 49
KOPPERS SUPER SERVICE
BLACK OR APPROVED E
APPLIED IN ACCORDANIC
rRTEH MANUFACTURER'S SPECIFICATIONS.
Q
UIRED FOR SANITARY SEWER MANHOLES ONLY)
CONCRETE BLOCK WALL
LROSS MANHOLE WITH
OR 3 ORIFICES.
CHART BELOW
'OR SIZES & INVERTS.)
'RECAST MANHOLE SEC11ONS TO BE IN
iCCORDANCE WITH "PRECAST
EINFORCED CONCRETE MANHOLE
ECTIONS" A.S.T.M. DESIGNATION, C-478,
ATEST REVISION, MINIMUM COMPRESSIVE
JRENGTH TO BE 4000 P.S.I.
lu 8ul Ium ul SINLIGIUR
SECTION A -A
N.T.S.
SHEDULE OF INVERTS
C
-.0-i
fill I I
10"
'mcimmcimmem
H
7tt
1,
9
CONCRETE
12"
F
cm
lot)
Is
12
1'-3"
G
7"
9"
12*1
3'- o"
K
6"
5"
8"
VALVE BOX
THRUST
TIE RODS
C
-.0-i
fill I I
10"
12"
H
7tt
1,
9
CONCRETE
12"
F
891
lot)
Is
12
1'-3"
G
7"
9"
12*1
3'- o"
K
6"
5"
8"
VALVE BOX
THRUST
TIE RODS
(BUFFALO TYPE)
THRUST BLOCK
ROTO RING GLAND
z:
BLOCK
(DO NOT OBSTRUCT
HYDR ANT TEE
TIE RODS
OPENING FOR DRAIN
u' VALVE DISCHARGE)
1/2 C.Y. OF CRUSHED
D/4
--7=
(A STONE UNDER DRAIN
OPENING,
cy
F-1217 ANCHORING
CLAMPS
,7,
-7,
- m
18"
-
III
6" HYDRANT LEAD
z
18" SQUARE x 6" (MINIMUM) THICK
Is
THRUST BLOCK
HYDRANT. CONCRETE BLOCK TO BEAR
k0
ON UNDISTURBED GROUND.
to
m
CC
Ir
FILL
Lai
Uj
SECTION C -C
I I I
"ME CAP
D
6"
81t
10"
12"
H
7tt
1,
9
lots
12"
F
891
lot)
Is
12
1'-3"
G
7"
9"
12*1
3'- o"
K
6"
5"
8"
D61'
WET
81,
1011
12" 1
E
6ol
81P
8"
lot#
F
12"
l'- 4"
l'-8"
2'-0"
G
l'- 5"
2'-0"
2- 511
3'- o"
------
f-
CONCRETE SAND SALAML
6"X6"X1 2
THRUST
E
BLOCK lEd
-Ili I
T I
GAS
N 0 T E S 4" 2"
ELECTRIC
......
1. ALL CONCRETE TO BE CLASS A (3,500 psi). 4. ANCHOR AND THRUST BLOCK DIMENSIONS -D I 1=1 I E!_ -I I =1 .71-111
11---
. .........
SHOWN ARE MINIMUM FOR 100 psi WATER
2. ALL ANCHOR AND THRUST BLOCKS TO BEAR ON PRESSURE AND SOIL RESISTANCE OF 2
UNDISTURBED EARTH. KIPS PER SQ FT. CONTRACTOR SHALL SECTION D -D
ADJUST FOR OTHER CONDITIONS AND
3. IN ALL CASES SHOWN, MEASUREMENT D REFERS SUBMIT FOR APPROVAL.
TO THE INSIDE PIPE DIAMETER.
5. DIMENSIONS SHOWN ON THE ABOVE TABLES
ARE THE ABSOLUTE MINIMUM AND THE
REQUIREMENTS OF THE CITY OF MAUMEE,
5 POINT PLAN
E06224-8 PG 19 & 20
TRENCH FIG. 2C & 2E
NOTE:
DEPARTMENT OF PUBLIC SERVICE, DIVISION
OF WATER SHALL SUPERSEED. 1. BOTTOM OF TRENCH 48" DEEP IN ROCK CONDITIONS. 4" SAND CUSHION REQUIRED.
L TELEVrm* & "He 0 N&AE, GA&zv3, ELECTRIC
U
o'
A118CHU"m' AND THRUST AND CABLE TV TR6'ENk1 (0 %; INA
APPROVED COMPACTED
ACCESS MANHOLES SUBGRADE
of (TYPICAL) PROPOSED FINISHED GRADE. TWO 12" DIAMETER FRONT MEW OF 'MASH RACK
0 INVERTED ELBOWS 0
ff--v (ALUMINIZED CMP) HALF INCH
444d HOLES
STEPS AT 12" O.C. -C,4 SET INVERT ELEV. AT Il
0
0 0
CASTiRON OR _-.--ELEV. OF INFLOW & "'19000000000000
POLYPROPYLENE GRIT & SEDIM T IjOIL & GREASE OUTFLOW PIPES SOLID END PLATE
REMOVAL CH BEk REM -P3 10000000000000
COATED STEEL CHA (D 000 00/0,00000 (BOTH ENDS)
"� WELDED TO TRASH
(SEE NOTE A-2 IN TF1 FVF' if 0 0 0 0 0 0 0
DRAINAGE NOTES) 1/2"
_0 0
Z5,0 0 0 0 0
TOP SECTION OF GLOBE 0 0 0000000
REMOVABLE FOR RELAMPING. STORM OUTFLOW 3-6" ORIFICES r.
�
0 STORM INFLOW
D
00 00 00000000
SEE PLAN FOR m I - ff PLAN FOR 6 INCH ORIFICES
IZ
�IIZE & INVERT REG X E & INVERT 0 0 00000000
ELEV.) TRASH RACK- ELEV.)
0
REINFORCED CONCRETE T12"
STRUCTURE, DESIGNED ALUMINIZED CSP (HALF ROUND)
ST MOUNTED FOR H-20 LOADING BOLTED TO CONCRETE BAFFLE
(A PROFESSIONAL BAFFLE NO,1 WALL WITH 8" L, 1/2" DIAM. GALV.
ALUMINUM NECK. ENGINEER SHALL NOTE: BOLT WITH NUT & WASHER
LUMINAIRE CERTIFY THE DESIGN) 3/4" CRUSHED STONE PERMANENT POOL SHALL
APPROVED COMPACTED CONTAIN A MINIMUM OF
400 CUBIC FEET OF
SUBGRADE STORAGE PER CONTRIBUTING
SECTION "A -A" ACRE. PRE -CAST CONCRETE
3-6" DIAMETER BASE WATER LEVEL BAFFLE
ORIFICES
A B TOP MEW
77 A TRASH RACK 6" DIAMETER ORIFICE
A 1 11 1
11 HOLE THRU BAFFLE
U
8- L, 1/2" DIAM.
GALV. BOLT WITH
15' BOLT CIRCLE 12" CONDUIT I F/71
ANCHOR BOLT ENTRY 7, NUT & WASHER
U
SECTION 'A -A' If I
HANDHOLE
11
I I TRASH RACK r
t__ I --------- ---------- i L --------- - j I - ---- ---- 2 -12" DIAMETER
OPENING WITH
INVERTED ELBOWS
STORM OUTFLOW
(SEE PLAN FOR ACCESS MANHOLES (TYP.) V
LOCATION). 3-6 INCH ORIFICE
(CAMPBELL FOUNDRY CO, FRAME COVER
"At PA1 STORM INFLOW S
NO. 11048 OR APPROVED E QUAL) SECOND CHAMBER
PLAN VIEW TRASH RACK DETAIL
.0
3" BOLT PROJEC11ON
3-6" DIAMETER
-PVC 90 DEGREE SEND ORIFICES
1 1/2 4'- 0"
.7 'INSTALLED IN DIRECTION REQUIRED FOR
SERVICE ENTRANCE SIDE MEW OF BAFFLE NO.1
R BOLTS (4)
ANCHOI
DIAMETER 3�4-
:24
LENGTH
_j
m SOLID END PLATE
<
CLASS A WELDED TO EACH END
`4 CONCRETE 0 0 0 pAg,6 0 0 0 0,,C) 0 0
0 1
0000 0000
0
Ld ALUMINIZED CSP
(3500 PSI) 1-v, f I
0 0 0 0 O�� D 00 0 0
I I HALF ROUND
PLAN
WATER
WET
00
t)
_1z
00
00
00
QUALITY
STORA GE
STRUCTUREPROVI
DED W D
A B
Ht.
WQS_1
800 C.F. 10'-0" 4' 0"
10'-0' 5'-0"
7'-3"
WQS-2
-
800 C.F. 110'-O"l 4' 0",
5.:�7
7 =--3"
LIGHT STANDARD ELEVATION. ORNAMENTAL POLE BASE L 2'-0' 2'-0" 2'-0" 2'- 0" TABLE OF DIMENSIONS
FRONT MEW OF BAFFLE NO.1
LIGHTING STANDARD 22 WATER QUALITY INLET STRUCTURE (OIL GRIT SEPARA-1-OR)
TO BOTTOM AND SIDES OF STRUCTURE
0
- B
-SECTI ON B
N.T.S.
FACE OF CURB OR
NT
11 3'-0- MIN.
00
4-
C�.
r-
00
t)
_1z
00
00
00
-4
DRAIN
0
VALVE BOX
Oft
TIE RODS
(BUFFALO TYPE)
THRUST BLOCK
ROTO RING GLAND
z:
(DO NOT OBSTRUCT
HYDR ANT TEE
TIE RODS
OPENING FOR DRAIN
u' VALVE DISCHARGE)
1/2 C.Y. OF CRUSHED
--7=
(A STONE UNDER DRAIN
OPENING,
cy
F-1217 ANCHORING
CLAMPS
,7,
-7,
6" GATE VALVE
18"
-
III
6" HYDRANT LEAD
z
18" SQUARE x 6" (MINIMUM) THICK
THRUST BLOCK
HYDRANT. CONCRETE BLOCK TO BEAR
k0
ON UNDISTURBED GROUND.
to
LU
Lai
Uj
TO BOTTOM AND SIDES OF STRUCTURE
0
- B
-SECTI ON B
N.T.S.
FACE OF CURB OR
NT
11 3'-0- MIN.
CLOW F - 1216
ANCHORING PIPE
NOTES:
OR EQUAL
1. ALL CONCRETE THRUST BLOCKS TO BEAR ON UNDISTURBED GROUND.
2. RODDING SHALL CONSIST OF TWO 3/4- THREADED STEEL TIE RODS WITH NUTS AND WASHERS
COMPLETE WITH ALL NECESSARY AND REQUIRED CLAMPS, CAREFULLY AND THOROUGHLY
COVERED WITH ASPHALT OR OTHER ACCEPTABLE CORROSM RETARDING MATERIAL. IN
GENERAL, THE METHOD AND TYPES OF MATERIAL REQUIRED IN THE INSTALLATION OF
CLAMPS AND THE RODS SHALL BE IN ACCORDANCE NTH THE LATEST NATIONAL FIRE
PROTECTION STANDARDS.
3. HYDRANT DRAINS SHALL NOT BE CONNECTED TO OR WITHIN TEN (10) FEET OF SANITARY
SEWERS OR STORM DRAINS.
4. IF GROUND WATER IS FOUND WITHIN SEVEN (7) FEET OF THE SERVICE, HYDRANT DRAINS
ARE TO BE PLUGGED. WHEN DRAINS ARE TO BE PLUGGED, THE BARRELS MUST BE PUMPED
DRY AFTER USE DURING FREEZING WEATHER, SUCH HYDRANTS SHALL BE IDENTIFIED WITH
A VISIBLE MARKING AS APPROVED BY NEW YORK -AMERICAN WATER COMPANY,
rk I ti
14 /A M
H TUMANT 111 11 A"*& To LL A TI 0 IL
FINISHED GRADE TO BE
FLUSH WITH SIDEWALK
4* CRUSHED STONE BASE
IN
SEE DRAWINGS
NOTES:
1. MINIMUM CROSS SLOPE SHAH BE 1/8" PER FOOT UNLESS
OTHERWISE INDICATED ON DRAWINGS.
2. THICKNESSES INDICATED REFER TO COMPACTED MEASURE.
APPROVED COMPACTED
SUBGRADE
FOR SLOPE
611
SEE PLAN 1" BATTER
1" RADIUS
FINISHED PAVEMENT
GRADE. SEE PLAN
(.0
PAVEMENT
00
NOTES:
PREMOLDED BITUMINOUS
1. INSTALL 1/2
'=��`�CLASS A CONCRETE
EXPANSION JOINTS EVERY 20 FEET. I I I
(3,500 PSI)
7
MID -WAY BETWEEN EXPANSION JOINTS
APPROVED COMPACTED
2. INSTALL CONSTRUCTION JOINTS
SO THAT LENGTH OF CURB SEGMENTS
WILL BE TEN (10) FEET. SUBGRADE
3. LENGTH OF CURB SEGMENTS AT CLOSURES
MAY BE VARIED BUT SHALL NOT BE LESS COPYRIGHT 0 1998 by John Meyer Consulting
THAN FOUR (4) FEET. Ah' 90ts A%� & parl v/ ffils dWumml mey be rqsra*ce4 slaW At
dmerkttv $oslan of &w$mA1&d ;7 or tam or Af mem; elec***
4. WHEN INSTALLED ADJACENT TO SIDEWALK OR
A
*amml 071W the sonlim pesssmkv a/4M M*W Oosdlxg &W lwd6-
CONCRETE PAVEMENT, MATCH EXPANSION JOINTS. mim
23 CONCRETE CURB 24
kill
1:z
-4
DRAIN
0
VALVE BOX
Oft
TIE RODS
(BUFFALO TYPE)
THRUST BLOCK
ROTO RING GLAND
z:
(DO NOT OBSTRUCT
HYDR ANT TEE
TIE RODS
OPENING FOR DRAIN
u' VALVE DISCHARGE)
1/2 C.Y. OF CRUSHED
--7=
(A STONE UNDER DRAIN
OPENING,
cy
F-1217 ANCHORING
CLAMPS
,7,
-7,
6" GATE VALVE
18"
-
III
6" HYDRANT LEAD
z
18" SQUARE x 6" (MINIMUM) THICK
THRUST BLOCK
HYDRANT. CONCRETE BLOCK TO BEAR
k0
ON UNDISTURBED GROUND.
CLOW F - 1216
ANCHORING PIPE
NOTES:
OR EQUAL
1. ALL CONCRETE THRUST BLOCKS TO BEAR ON UNDISTURBED GROUND.
2. RODDING SHALL CONSIST OF TWO 3/4- THREADED STEEL TIE RODS WITH NUTS AND WASHERS
COMPLETE WITH ALL NECESSARY AND REQUIRED CLAMPS, CAREFULLY AND THOROUGHLY
COVERED WITH ASPHALT OR OTHER ACCEPTABLE CORROSM RETARDING MATERIAL. IN
GENERAL, THE METHOD AND TYPES OF MATERIAL REQUIRED IN THE INSTALLATION OF
CLAMPS AND THE RODS SHALL BE IN ACCORDANCE NTH THE LATEST NATIONAL FIRE
PROTECTION STANDARDS.
3. HYDRANT DRAINS SHALL NOT BE CONNECTED TO OR WITHIN TEN (10) FEET OF SANITARY
SEWERS OR STORM DRAINS.
4. IF GROUND WATER IS FOUND WITHIN SEVEN (7) FEET OF THE SERVICE, HYDRANT DRAINS
ARE TO BE PLUGGED. WHEN DRAINS ARE TO BE PLUGGED, THE BARRELS MUST BE PUMPED
DRY AFTER USE DURING FREEZING WEATHER, SUCH HYDRANTS SHALL BE IDENTIFIED WITH
A VISIBLE MARKING AS APPROVED BY NEW YORK -AMERICAN WATER COMPANY,
rk I ti
14 /A M
H TUMANT 111 11 A"*& To LL A TI 0 IL
FINISHED GRADE TO BE
FLUSH WITH SIDEWALK
4* CRUSHED STONE BASE
IN
SEE DRAWINGS
NOTES:
1. MINIMUM CROSS SLOPE SHAH BE 1/8" PER FOOT UNLESS
OTHERWISE INDICATED ON DRAWINGS.
2. THICKNESSES INDICATED REFER TO COMPACTED MEASURE.
APPROVED COMPACTED
SUBGRADE
FOR SLOPE
611
SEE PLAN 1" BATTER
1" RADIUS
FINISHED PAVEMENT
GRADE. SEE PLAN
(.0
PAVEMENT
00
NOTES:
PREMOLDED BITUMINOUS
1. INSTALL 1/2
'=��`�CLASS A CONCRETE
EXPANSION JOINTS EVERY 20 FEET. I I I
(3,500 PSI)
7
MID -WAY BETWEEN EXPANSION JOINTS
APPROVED COMPACTED
2. INSTALL CONSTRUCTION JOINTS
SO THAT LENGTH OF CURB SEGMENTS
WILL BE TEN (10) FEET. SUBGRADE
3. LENGTH OF CURB SEGMENTS AT CLOSURES
MAY BE VARIED BUT SHALL NOT BE LESS COPYRIGHT 0 1998 by John Meyer Consulting
THAN FOUR (4) FEET. Ah' 90ts A%� & parl v/ ffils dWumml mey be rqsra*ce4 slaW At
dmerkttv $oslan of &w$mA1&d ;7 or tam or Af mem; elec***
4. WHEN INSTALLED ADJACENT TO SIDEWALK OR
A
*amml 071W the sonlim pesssmkv a/4M M*W Oosdlxg &W lwd6-
CONCRETE PAVEMENT, MATCH EXPANSION JOINTS. mim
23 CONCRETE CURB 24
kill
1:z
-4
DRAIN
0
VALVE BOX
CLASS A CONCRETE
TIE RODS
(BUFFALO TYPE)
THRUST BLOCK
ROTO RING GLAND
z:
(DO NOT OBSTRUCT
HYDR ANT TEE
TIE RODS
OPENING FOR DRAIN
u' VALVE DISCHARGE)
1/2 C.Y. OF CRUSHED
--7=
(A STONE UNDER DRAIN
OPENING,
cy
F-1217 ANCHORING
CLAMPS
,7,
-7,
6" GATE VALVE
18"
-
AIN
6" HYDRANT LEAD
z
18" SQUARE x 6" (MINIMUM) THICK
THRUST BLOCK
HYDRANT. CONCRETE BLOCK TO BEAR
ON UNDISTURBED GROUND.
CLOW F - 1216
ANCHORING PIPE
NOTES:
OR EQUAL
1. ALL CONCRETE THRUST BLOCKS TO BEAR ON UNDISTURBED GROUND.
2. RODDING SHALL CONSIST OF TWO 3/4- THREADED STEEL TIE RODS WITH NUTS AND WASHERS
COMPLETE WITH ALL NECESSARY AND REQUIRED CLAMPS, CAREFULLY AND THOROUGHLY
COVERED WITH ASPHALT OR OTHER ACCEPTABLE CORROSM RETARDING MATERIAL. IN
GENERAL, THE METHOD AND TYPES OF MATERIAL REQUIRED IN THE INSTALLATION OF
CLAMPS AND THE RODS SHALL BE IN ACCORDANCE NTH THE LATEST NATIONAL FIRE
PROTECTION STANDARDS.
3. HYDRANT DRAINS SHALL NOT BE CONNECTED TO OR WITHIN TEN (10) FEET OF SANITARY
SEWERS OR STORM DRAINS.
4. IF GROUND WATER IS FOUND WITHIN SEVEN (7) FEET OF THE SERVICE, HYDRANT DRAINS
ARE TO BE PLUGGED. WHEN DRAINS ARE TO BE PLUGGED, THE BARRELS MUST BE PUMPED
DRY AFTER USE DURING FREEZING WEATHER, SUCH HYDRANTS SHALL BE IDENTIFIED WITH
A VISIBLE MARKING AS APPROVED BY NEW YORK -AMERICAN WATER COMPANY,
rk I ti
14 /A M
H TUMANT 111 11 A"*& To LL A TI 0 IL
FINISHED GRADE TO BE
FLUSH WITH SIDEWALK
4* CRUSHED STONE BASE
IN
SEE DRAWINGS
NOTES:
1. MINIMUM CROSS SLOPE SHAH BE 1/8" PER FOOT UNLESS
OTHERWISE INDICATED ON DRAWINGS.
2. THICKNESSES INDICATED REFER TO COMPACTED MEASURE.
APPROVED COMPACTED
SUBGRADE
FOR SLOPE
611
SEE PLAN 1" BATTER
1" RADIUS
FINISHED PAVEMENT
GRADE. SEE PLAN
(.0
PAVEMENT
00
NOTES:
PREMOLDED BITUMINOUS
1. INSTALL 1/2
'=��`�CLASS A CONCRETE
EXPANSION JOINTS EVERY 20 FEET. I I I
(3,500 PSI)
7
MID -WAY BETWEEN EXPANSION JOINTS
APPROVED COMPACTED
2. INSTALL CONSTRUCTION JOINTS
SO THAT LENGTH OF CURB SEGMENTS
WILL BE TEN (10) FEET. SUBGRADE
3. LENGTH OF CURB SEGMENTS AT CLOSURES
MAY BE VARIED BUT SHALL NOT BE LESS COPYRIGHT 0 1998 by John Meyer Consulting
THAN FOUR (4) FEET. Ah' 90ts A%� & parl v/ ffils dWumml mey be rqsra*ce4 slaW At
dmerkttv $oslan of &w$mA1&d ;7 or tam or Af mem; elec***
4. WHEN INSTALLED ADJACENT TO SIDEWALK OR
A
*amml 071W the sonlim pesssmkv a/4M M*W Oosdlxg &W lwd6-
CONCRETE PAVEMENT, MATCH EXPANSION JOINTS. mim
23 CONCRETE CURB 24
kill
1:z
-4
elk
ma
WE
0+00 1+00 2+00 3+00
S-1VH A—e� lu A-5
GREEN COURT (WEST'
Us]
m
m
0+00 1+00 2+00
3+00
00
M
cn
<1
4+00
SIVH
B— 5-2
TO
B— I
Y
Mus
MH
0+00
3+00 4+00 5+00 6+00
A
SUH 5 — Z' /'U' EX. I I
--1-1
'TARWOOD ROA (WES
260
240
220
200
us
m
w
0+00 1+00 2+00 3+00 4+00 5+00
SiVH B — 8 TO SIVH 8 — 5
'00 r— A v
GREEN COUR T (t A S li
i
1
6-0
UNAUMORIZED Al TERA TION OR ADL91TION TO A MAP
9CARINO THF SEW OF A PRORESSIONAZ i-WAILSER OR
OR A 110NSED 1AND SUftEYOR IS A WOZATION OF
SECTION 7209 OF THE NEW YORY EPUCA TION Z A W,
i-ICEPT AS PER 5ZECTION 7209, Mg-DIW5101V 2
COPYRIGHTO 1998 by John Meyer Consulting
0-mmal, Oaf, Oda,
1hem ks4W md owm*
.j
.j cr
^WWW
D z
z
www
w -1
ca:;� 0
V) 0
cn
U. 0 0 Ljj
0 U: (-) >-
Z cr-
00-
0
w
00
M
C
,�
00
M
cn
<1
:z
C)
V)
�— 0
Lij
M
�0 LL'
Z
:z
no
w 0
-r mw
F-
ry LIJ
o >-
U�
z ry
U—
c,4 LL -
00
0
C14 Lij
C -D
C:) <
C-4
>
Uj
w
<
w
z
(n
Z
0
cn
15
w
C -I
.j
.j cr
^WWW
D z
z
www
w -1
ca:;� 0
V) 0
cn
U. 0 0 Ljj
0 U: (-) >-
Z cr-
00-
0
w
I I
:z
C)
V)
�— 0
Lij
M
�0 LL'
Z
no
w 0
-r mw
F-
ry LIJ
o >-
U�
z ry
U—
c,4 LL -
00
0
C14 Lij
C -D
C:) <
C-4
>
Uj
w
I I
Zj A
sz�
0+00 1+00
Cl F- 2 TO EX, Cl 4 1
OLD OAK ROAD
1+00 2+00 3+00 4+00 5+00
C/ C-14 TO MH C-3
- A
GREEN COURT (LAST)
0+00
1+00 2+00 3+00 4+00 5+00 6+00
Cl E- 12 TO HW E- I
GREEN COURT (WES11
AM
fA",Fd; t4gA-C _X A
0+00 1+00 2+00
Cl E-4-2 TO UH E-4
4APP
ca
EEO
zi� p
U1VAU7H&'?1Zt*V AL 7FRA TION OR ADDITION TO A MAP
BEARINO THE SEA1 OF A FftffSSIONAZ ENGINEER 0/
OR A I 10W 0 Z AND SUR VE YOF IS A VIOL A T101V OF
SEC I -ION 7209 OF THE NEW YORK EDUCATION Z A W,
EXCEPT AS PER SECTIM 7209, SUg-01WSION 2
C0PYr?1GHTQ 1998 by John Meyer Consulting
dh
Ilk
40
40
db
0-
z
0:!
U.J
ce-
Uj
CL
n
Uj
LU
Zn
CD
LU
0:
C4
dh
IT, T,
4
162§
40
40
db
IT, T,
4
162§
%'*,�
,
,
- .,
- - �_� _ %1�
%
I", I %N�l %
'l, I % %
%
"---r- � N ", *1*_1 l,
I I vtn' � '1� �, " 11 I IN
'11�
C4_� % %�N_�
I ; _�111�1
, ,
I N11 , ""
C I f� i I I \ \ r--* \ \ % . , % 11
II f % ,� I "
I % � �,
I i I % � �� % / )�\ �% ,�
p 11- \ � � \ .e , .,o
, �\ % % .e �6 \
I —
I % % (z) \ I /,,�, /
� \ .0 "o
\ *50 % /I .1 01, /
11 � I % % � C") I % , 11 I/ � I ,;Y,
i I . . % \ :t\ \ .1 Z" � I 11 41 / , \�/
11 19,189 sq. ft. �� .1.1 /
I j 0 44 acres \�..� \ � %, I � .� ,.Ix � % I i , if / / /
I �./) % % If I \I -J, \ '\ v I � � I I I �_____----,/ / /
I \ ____1_1_1 11 ) I ,�
- - \ I ,/ \ I I I '**-v
\\ ______11 / \\
- - _�L I � \ � \ N I / \
- o— W I 01 \ \ I
- f '*,� WIN THR OP DRI VE W/ ,4- ,,� iii I I ,� III - \
�\ I III
, ) I A
,
-
-
41- '��_ � I I I--,' \ / \
�
� \
I I — ------- ___________________� 1_1�,.� \ \\ %t---------.
. //---------T-------------F--------------F--- 1----------] --- — --- -------[--------------�-,.\-,�l\\ --I— '.1 � \\ '�,_, � , - -,,� .0/ I
: I : \ I �,
I I 'n, I I 1__*�
j I I I It 11 11 � � it Mll�_ JARFT %1� I , \ *1 I 11
I/ I I I I I I . , 15, 000 sq It. � , , ,,--,, \ -7 r Y / A AIF —
I I � I I I � � � /I 424WA, /
I I— I � I I I 0 J4 acres I / % " I
I _- _____ - I -, = __ _` , , I �, of
.t I \ I I I �� , 41
- C___) � , L I I , NIF WA NDA 4 Z ,, , , I --- '.
- I \ \ \ o ,%\ \ � I \1 \ ",, / ", I � I
- ___j � \ \ 1i i ill N. / \ "%\ \ ,-- ) \ % \ 'I-,'
.1 I I \ , �
ISTZEIN t. \ \ � \ \ 'N I I I A / \ I \ N - IN, I ,,,/,\ \
I/ If � _22,702\s\q. f \ \ \ 1 \ � \ -,L--V-- / �, / -, N I I
/ __ I- \ \ \ \ L�l \ I I 0 \q- \\ \ / � \ \ � , I / A�� \ -, I
/ \ , \ - /N % I
,
I � �, f I \ \ I I , \ �?,t4e�/, __ � \ I I ,\\ I
'
I-
# 1
41( � - I \\ /\)
I N, �q " I IF D f �-�
"
-(\ , I C______,� , I X \ \ �C_�\,\ ��, I \ \ ------ \ Q `, , - L� \ - \ \ _ __. I . \ N I i
-
\ N 11 \ \ % \ \ \ `l" \ \ 1\ \ \ I \ I \ �j ,�, \ \\\ \\\ \ \ i I `,_ - " k.� 11N, 1, -,.)g - 7 \ \/\ 1
. 1, \'N I ,\ I . .I C \ - V v j \ \�- \�, � "----.-- � I \ I * \ /
� ,
\ '\ , � , - , ,5 \051T I j
C--�� I \ X I" \ \ x \ I \ , , 1� 'jx \ ,,�� t ,�
\ I \ , \ I " � I �', 11 \ I \ � x \ - \ \ I _1w I
-
1_\� e_� C-) 094 1'1_�_211 1 � \ , \ \ \ x \ -Q,c-----) ", , 1-L, \ ,>, � I \' \ \ \1 \ \ \ v � I I - �� \ . /
_____ / \ I \ 11 - _-,
r ft. I \ N\ C_.s ____L_F_ \ _�\ \ I I � � -I- N � 11 / ,_�
� \ \ \ t It � � � A ) t
I
'N`1
,
N. \ X
11
N, I-,
"Ix 'N' N, `N\
I
�� ,\ N I ,x,,, `1NNNNll ,
1� 11.�
,
� , �\ ", ,.� \,- "',/
','�� ,
", -1 , N, , I
., - ,
," ,-,
I ___,__�_,
,
� I )IN ",", ,
� � I \ ,_'N. , i
I , ,�� I
, 11 S , N, �
",�'. I--,"\, , '��,
" .
,
, \., \ --,, �'
. � ", \
I \,N, N, I � 1(
.1 ,
" ". '\
'\ \
I
, \1 `\,
\\-\ , �'. \
\1 I \
\
� \\\�\ "\,\\ I\\\\-1.�
1�
\ \ \ \ \ - \ \ - I \ . \ -------- \ \ \ �4,1 Z \ \ \u I / I I *
\ �J�J�Y,�4�1
. C),_ ,
, \ I I I .5
\ \ _\-� � C�-- , , ! ____ \1 � _____ V / sq.\�r. I \\ '4z�7,fi \ \
\ \ - � : : i '___ I \ -_ _,,�,- i , /� , \ \ \ T�� ,� "Y - I I I I */
I \ \ \ \ N�r\ \ \ \Y\� ININ", C\\\\ rsz � , 11 \ \ I /// I -_ \ \\ t \ \ 0_�5\ \ I \ `*'' 0 J7 .... %'\ \ \ z ;4 , �,
r,\-.,---, K \ \ \ \ V , \ * \ \ �. I I - \ \ \ \ I \ , i :! ;
I ,ROSZ-�iqbK, --)� � I
I , / `l\\ \ \ C��_vr ZFvI " I L-----/ - 0 N, � \ ll'l \ \ I� f!i ��� -,
\ , �, I .95.�`sqft. \ \ \ I � . 11 I I \ \ 1, I N \ __ _ N, I , / I 74�L---
I \ \ "\ \ 11 \ \ \ � - \ \ 0 1 L I �j \� I \ _/ \ \ L\ \ If, I , 11
I 1, ell" I \ \ \ I \ \ I _,� \ � '� �1 I \ \ i // / \ ( \ \\ \ 1, \ \ \ \ \
k \'\ I , I t \ � v, K- \ NI
\ \ \ \\)/, 1\ _F_ I — --i- — __ �, I I I \ \ I \ \ I \ \ �\4, / / I
_____ , , __j, \\\O 46 ac)ws \ , \ \ r�� ,\ \ \ _� \, "el -"I" " \ , ,
--� __�, \ \ � , rV \ / \FR10rFP(_\\ \ \ 4 \ ' \ 0\49",ocres 11 N, f � \
r\",),_�C-,-- /,/ , \ \ 19, ;�ON,sq. ft. \\ I , 0 t, RISC) V \ \FVI?17NO "\ I I- \ ljN\ 'i'j, �� I sq. ft, \\\\ I ,,I I /
I, - I / rf \ f\ ; \ \ \\\ \ 046 M"rPQ - \ \ /
__ \ \ \ /
0
0 \N \. \ (
I�' I \ I" \, \
�, \ \ \
,
� Na I
� \
I�
,
0 ., , 11 ,
. "
I
,
I ) ,
I .
f? ,
/ �
/ / I
1, N I I
*8 � k
I \
\ \ \
k \ \ 1____�
\ \ -
\ M '
,1
APPR0111,TT L OCA 11 'k
o 01 R,10IN
9 1A 7 AR 6 9. MA jPt �/ —
\ � \ � -',
/
� � , k� \' � \ � 1,.� 10
\ \ , It , , 1" , ( I I
,
-
\R, I, " I � I\ , ,,,, , " . - , , I . % I / 1\"_\S�
__ \,;� n_ -- I I 4k \% . I � "', " 11, / / 1�_,
\ � ',I 0 / ki
� , " ;1 ,,,
I , 0, ,1, 1-_ ,,, A —, " __—,
\ \ \ I � 0 k \ \ � , /
, � , � 4 �
— 1, \ \ \ \ \ \ ", 1, \ \ \ \ �� __ \ \ \ \ \ \ \ \ I \ r-r� ; \ \ I k I % � � �, ." �,.
4 \ - - \ \ \ � \ , \ � \ 092\sq. \ � 19,60 \sq. It. ' , I NIF FEVARO ", �\\ \ \ ( \ " I- - \ x \ \ \ \ \ \ \\ ) \ V/,��\ z uzz-/� I I . I ,\ I/ * ii I
,
,`N\, __ \ \ \ \ \ \ N \�2,494 sq& C\,� 11 1i \ \ \ ,Q1 \\ 1 1
\ \\ \\ \\ \ \ \ \ I \ \\ ,\ N \ \ ---\ \ \ \ \\ \\ � 1\ ! �v lo sq. A, I \ 1�'� I
�
\ , 1\ I I \ \ \ \ lk \ \ \ � \ ___�i� \ \ \ \ - \ i I \ \ " A \ \ \ \ \ \ \ \ \ \ I \\ \ I - ��� \ N � \ , �111. :
\ \ ,,- \ , . , �� /
\I---- \ \ \ \ \ \ \ \/"'\ \ 'i:,,, N � -------- z,---�\* � I
\ I .
N \ 0 C45 s ) \ 0 45 (XIVS s -4 , I I r- 15, 000 sq.'\ft, �,., \ I
I \ I I \ ___L___v 11 l. I /
I ,�__ / \\ \ \ \ \ \ \ \ \ \ _ 1\ \ I "_�� vs _� � - 11 I \ %� \ , \ , I I \ \ \ -- \ &5j, 0 � \ % " . I
I \ I \ \ � � 1\ I I 11 \ \ \ \ \ I \ \ \ \ " \ \ \ \ a A .1 )1 \1 " N, \ \ \11 \ \ \\,I I \ \ ,-- N\ \ \ I'll \ I l T G6 \ 0 \\\ \ \ % � - 'Ilk //
I \ \ \ \ , IN--_ ____) If \ V. � � �
I / \ _", \ \ \ \ \ \\ \ \ \ \ \ I \ \ \ \\ .� C --A � I x / I I - \ r"', \ � % � k
I I \ \ I l7______) \ 11 I 0 J4 acres \\ \ I , , ,q<"\\1 \ - ." \ ", , \ \11 \ \ I
, __ � \ �1\ \ \ " %, � \
,�,
i \ \ \ \ x `� , \ - ,V. \ \ I I \ \ � -8
� 1.,�, '\ I � I--- "I , , - I- __ \ \ \\ 11 N. - 1, I 1I i 11 , . ZtAfA /
N \ - - ____ \ -I--- ( � I I I \ .
__'�
� - -_ I N, ,\ t \
I ) \
\ * � , \ 1-1 \ , \� �". � �"� 1* �ril
�
i I \ N, I", \ I \ \ \ \ \ \ t x � I \ , ,
/ N I \ k \ \ \ I \ I \ \ \ I \ \ % I It il \ - � - I � \ ii ) N� � III N \ " I I
/ \ k \ \ I , � , .."', N, � 11 \ ,\� � \ , 4m
1 \ \ \ \ -------- _`l� �, -_ _ \ `.., � _\ , , . � /
I \ I �, \ \ \ \ x f \ \ \ \ \ \ i � I \ -_ , - 1, \ \ C I I _1 \ <� � \ 6 ,
I \ " I - - . I ,
/ I I I I I \ \ \ \ k \ \ \ \ I � Ilk \ I . ,_ , \ \ \ _� \ :i> -, �, ,., 1 'I \ \
N I C\!Q1 \ \ "-:) \ \ \ I 1, 11 12, u _ �'_, _-__ --- - \ \ :� \ 0 . I
I / 4 \ I \ I I I - " __ \ ��\ \ N,_ "ZZ1.1, I I _It::--- \ \ / I I \ \\ ,
- / 1, "l-, " ____ -_ - _____, - - I I � N N." \`N,
. - " - J / \ \ I I 11 I I \ , \ N \ \ \ \ , \ i k I . I \ __� , --- - - � -_ I \ \_ -_ - ____2 - ____ C_ I \ \ ,,, ( I I I , � -, ,� q_ j I
\ \ \ \ I \ - I , I -_ - - - :��C�=` \ N, % x � � ', \\
1-1 I \ , - �____, -_ I . \ I I
\ I I P(Qr� PR2K - �F \WAZ k \ I \ \ \ \ � ,_-,,, "', I I" -_ I - -_ -N-\ `. --- - - _i I -1 \ \ �\ I I � Q0 � � , , ., _�X_ -_
__ 11 - 580 \ \ I , 1� I", 11 , - - - ___-, -_ --, -, �, \ - \ C> ,-- � i \ k
k �z Ill 1\ � - I / Y� �,�� "l. 11 , I I,- \ N. -_ N,N -, 11 \ 0 \ �� -
"\ DRr STOW WAL4 ,�Zt' � I A) \ \ \ i I I _', �� N, 1�_ ,
.
580 7426"t" J68 49' / , \ \_ \ \ \ \-� f \ \ \ \ \ - \\ \ .--- " , , Ill\ �
- �\J_ , j�4hRr S`LOW__X4L'L __ ,* 1�\�\\\ ______ \
:) __ 1 _,F7� \ _� I \ � . . -
__� 1, \ 70'4b't 434, IJ'\ I \ ( 1� - " - \ 1� 1\ �� '. t
X - N, , _. - - , S� w
, I - -"MAW--W-AIPI— mm!Rmlll III 1, — — 11 \ - I \ - \ \ 11 ) ____) , , , N 11 . "\ 11 -, , �� - Q -
__ - � � domwAkIp.mmwmrAlmbm - . . . -N \ , \ 1, ---------- ____ - - \ \ \ \ \ -, � i ; __
-
\ \ \ � \ \ \ 11, 'l," 1< ' , \ Nl - ", -
I ! I ___ 11 - I \ - \ - \ \ - _20110 "C�' -302 ---- -*\\ - \ , /11\ N, --- - -, "', \ , _ `. 11\ J\ -- ----A I __"%� �
I
I X N, \ 11 \11 \ __ I \ \\ \ '% \ ",\ \ \ � . C N. . -\- N, \ \ 11 4,5O 44'40'� ,, \ \ Nl \ x \ \ \ , �� / -_
-_ \ \ � - , - I \ �._� . \ i �
I x \ \ \ \ \ \ C�1� C ------ � \ \ \ \ � \ \ \ \ IN, _N , � - d __ \ \ \ I \ '\ \ \ N \< -;� ( - 'J� � .tj k -
,
I E -C' i
1\ \ Wsaly)" \ \ N. \ \ \ \ \ '1\ 1\ \ \ \ \ \ , C \ O,q I R - \ \ \ N\ ", \ \ \ \ . 4;�. _F
,
I
I 11 N. N, \ N, \ \ \ " � <�� \ \ \ \ \ A7 \ \ \ \1 \ \ \ \ 4E . N I \ ll -_ \ \ \ \ k --- � :k I
I I \ `. \ \ � I \ \ \ \ . "_� Vl� A �\ \ , \ \ N - -% I \ �
, - - __ \ \ \ \ \ \ \� \ . � \ \ �C, N \( \ , I \ � \ \ \ \ \ \ \ \ \ \ \ \ \ \ � I \ F � -x - 'l _ A % I I -
\\ i \ . I Nlf �z a
I -_ \ \ \ \ k .0 A -i \ \ \ \ \ \ \ x \ k \ \ \ \ � -I.- -
I . I-, - _-, COUWA)�� knN-N, ,\\\'\' .11% .00 \ \ � \ \ '\ REPA I N, /\ \ \ \ \ I
\ \
\
11 � I _____' ,�,,l � \
� �V2 FL20 -,, "
,
,__
- 11 - - \ \ \ '\ \ \ .1 ", \\4. - .�' I , \'Ob. \ N, \ " *� \ \ \ \ \ \ � \ \ \ \ \ \ \ \ \ \ I ��-'-, .1 --r w Aw I
'( I I \ %ft \ .1. I A/ ,�7,:- ., -- - -_ �kr Tf!� \ , 6� t \ .� 44" A ; , , /
I I __ N, \ \ IN C__�) \ \ - 't. - - -��,__, \\� I \ , \ . \ \ \ '\ \ \ \ FRA 1.
� - \ �� N- \ IV - . , �, _�
I I -1 'N. \ \ \ \ 1;'r I \ I! 10�1. - \ \ \ \ I �
', ,#,o i \ / 8RUS � .0 It ft'l. - , \ I i
�_ 11 \ I k - - - - - \�,_ - __ \ `,_ I - \ \ � ��, ft- - -!!-..*, \ \ � � 7 \ ", . - - -,\O- I \1 w \1 ...... 1% \ \ CARA q§ : I � 11 ---I- /
\ \ \ \ \ � _.. \ 1\ I -NN\ I I \ \ I I I ! -_ __�
/ I �N, I '_ _-, IN, \ \ \ 1* I STORY , / _1__=�NK ... _!!�- \ \ f 200 -1111, �1. �--�-, I N N . . ..... ___�-\_ ...... � � \ \ \ \ 11 I \ : 'ki I /"
it , ,ZA i� : , \ \ I - - \�\ \ I i \ ".1, I � 00, z — — I \1 , 7 ( \ \ \ r , N � � i
___1 \ � I �_ �L,�\� '\ \_�,\_,% .00 I \ , I ...... ........ � ...... - ..'�, \ - \ 1-1 -1 \ `, I . _-� -,
- ____ , �'� 1\ -I-, - -.W j ", \ .-- wol�77 \ % : \ 1\ \ \ k I 1\ � I
� k�7
�� — . I ! 1 � ,,,
A I? I 01 -, L____=�________4'i . -�--l�-.-��r----"--":L.�-�.�L.\-..-.41 - - , - \7 k -\ I )
I - , ", , \ \ \ \ X % \1 - FRw cuo) \ \ �%L \ � ! \\ 4.,� )( �__ I _�, \ .. \ - 1 _-!-4 " 0-1 .;. -- \ ,--- ' "I \ \ \ /11 \ \ \ % � I 0i �* � ; ,�� � �,"' ", q 1, 6 - ///
1-11, I 3:b. - -b. - k � \ \ T IF \ I . ,,�q � "'ll, ", ____ -, -, \ 00 f N . I \ -) C_�,� )I I \ k\1 � �.,�
, \ \ % it "I \ \ \ 40 IlZll� \ \ V4-- \: � - , , - N - ; .-_1 7N 1 �,_� 5�,`��` 1 /
- , \ � \ VO > \ . . i I k \ -�-A't-----'L::-�\\:4: �: \ \ � I � I -- ,
I ir� - izi N. N \ ),,\ : �_� I \ 0 Ze \� N � I I : " \ / �, __-j k --- � �_T ""!` J, : \ .00�\ I � . ��
\ -x I -- I . - I _w \ I , \: I � Ik' �-,�, � s_/ _t_�j i I /�\� \ \1 \ 'I � A I
WH / I'It . :zt \ I N, \ I I , \ , I \w, , I NK \ \ T--jo \ I I , ,
I " � , -N *'
, ( z N, .�- ,\� ; 1-1 e.i , - 'l , ,
,
F : : ki \ \ \ I 1\ ; I �
I I � _____I� . ! i I /
\ \ � 1k I \ )tl:, _N1 " " � l'! 1.
I � ; �
\ \ \ \ �
I K.) � \ \ % 6 \ - '\�, \ / ` i�, " "' \ \ \ \ 'T_ \ � � ; I ""3, *1 I I
"
I \ \ I \ ", ; 0 EV. -��--,ol" -\-I- \ ;,J�W,; _Fkv, 2413-N \ � � , E, \2"5`1 "I \� ; . 'U, ,l,�Illilllll /\ i \\� \ I \ \ '_� ;1 , ;
Fountol \ I 2 " 4; 1 __'� 11
— n \ I �"G,8 4 SM y EUD-l'. 24N. IDO cv<_ ; \ '�\ 2 4,0, ,,;,�'-\ ; ,�: v , .!;;K,N� it I ��'f1_11, \,�,\,� \ -1, 11�',�t ... i � Z,* : If 1-j- l .
\ - \ , -_ \w? ! 1 \1 \ I E71��: � __ �V ,"N'\ � \\ \ 1 t
) N \ \ " F, X \ I �.-nx� oi`\ ` \ -,,�17- 7\1, " \ 1\ \ �
/ \ N , \ 1� \ 00 IF -�_ - - 1\ I -:1 I : Ni 1\ \ L r A 2 �5� I, j . .... .. \ L_ �__ \ /...\
� , , ""N\\ -
209 06 T6 r., - \ \ \ �,\ \ I �.- � "" L ." - , \ \ � \ A, I - I
S . \1 \ _�,! )�__, - _�.�_,;J� .4 ____) \J�.E. �,�4'\Q, I �
\ \ i ., �r l, \ - ,_ I F , C----) - C - \," .. .1 1- " _ - .� I .00 � \ � I
\ \ I \\ or% ,\," ""- -- \ 11 \ I : _�- ,� I
I I . � + 2)" -, " il -, , I I \ x k � qv_:;�r
\
\ \\\\\\ t I -A A.� � \� \ �,�, � 1' �, 1//
\ 1 _)Q�7� � \ - --,�,�-,,-�, /" 11 . I , /
I \\ �', N, /
)p . \ \ x \ I - \ 00 \ - I i I 21 -I �, i: " " , 1% I i .� i t V ve , �(�i, \ I ,.�t i I . 1� "I I - I -1, \ \ � \ I \ 1,� � � ` I /
I \ I � \ \ � -, �-, , , �� IM - \ \\.-. \ 1�_ \ (\ \ i il I \ \ - - 'v 1 A\ -,�, i 1 .
. \ k I \ A AW uv C�,\�00 ,�,',A , ", \ \ !� '..\,�,._ ... :.,_� ........ � ...... �� ...... �j 2�4 1 �` , L \ \\ I \ \ ii",_ rlv\�6_4k _�. k \ x - V I
� K 1 . . _-_.�� ,� \\ I \ \ , I \ i �__,/_ I IN, I \1 l \ \ \ 1\ if - . w I
, I \ ii \ \ , \ I - 1 4��* ... * .... \ \-- ; I -I I- -- L.1- - - __.�_ \ I \�L�T_1�4,_ 11. \ � , 60 u I . �
\ \ I , i 1�1 \,Z) �11 ;.Ilk -1 I \ \ : � ,z - . N I \%\ \ \ , 11� It, j
\ \ ,�� � , -77- 1 \ � \ '1� � �`, it
. \ % \ \ Ac��L: T 11 \ , , \ \ , i \ I xl"\% I \ ; 11 , — — 11� \ \11� — _41�__=.. 1 . \ " \ I " \ I
11 . \ � I \ \ \ , ,; ,� ' �� \ N \ \ \1 I I \ ,I, __ \ \ � \ " % ", ;f U \ : I \ C�_ " \ " N, � 11 1. 1A ........ 11: N, "� I I \ I \ I �\ 1 i \1 _ 1
x , \ , .- Z�, ,__ ...... _�, I 'In 11 ', J� , ", .1 � I " -\ , I I I \ �
\ I 1 1�6 _(� �\ x I .... ) 'k - I � _._ I I— ;\ ., \ -.,* - \ 1 / \ \ \ lw I I
-
\ \ /r - 'I" W \ \ \ - t,, "I ", ----- I : �,; 1, \ ", \ I " \ y! ,v_ , - -, " "\,\ "',\ `- " x \ \ � 1�1 _4 � 71f, � : , �111�
\ \ \ \ \1 1�, - -, -A 1; \ 11" , ,�,\-�; , ... � 114�_�4,,�__:� 11A. "�111 " \ '. . __� I ",, " , - , ,\; I \ "IN 11- - \ \ �,
i I \ \ \ _�� \ \ -�_ <D \ \ 1. U� \ \ \ \ -, IN, \ I _ \ !" j* \ I \i _ \ I \ I'N �
t \ I � \ 1%�, -_,� \�`,� " e � \� I I \ \ I ��\\ __X: � ........ -\ \\ \A \\\ I" % I 1! I �\\k
X\ \ I ", \ � 1\ - ., t lli� - I'll, 11', Ill , i \ ,�- �( \ \4 j I 111. \\ � � "' , �
� \ \ I I \ \ I -b, ,\ V, \\ 'A". �`,N,\ -�' \ 1*1�1 1, \ _% \ I \ " � I 11 Ir - I '. \ . \ \ � \ I NN I \I I \ 'I- \ " " \: I \ \ \ " \ \ I , , � �% .
I
�\ \ \\ - *17- V, \ ,,�\, � �� W. \ %�,, I \ , \ v� �,4 1 1 1 1, z M \1 \ \ . \ k \., ,_ � \ \ � \ , \ --,\' I
� fL21 \ �, - .0,��- >�� �, \ '\ \ 11\ \ \ I N, I \ I f, \ / \ \ \ \�, ,V\ \ \ J\ \ \ \ \ -/'\ , I ______ I \ I
__- \ � \ 11 , �-\ \ \ 11%�, \ _)f -- - - A \ op \ % \�___ - 1-_11 �\< \ ,-,,:�-�_,,_� \ " \ " , \ � 1\ \ " 1� I I !
_ \ - A �, \"\ \ N. I I woo it 04 - line lt�l� \ � \ -. , Iliki I \ \ \ I "" \
\ \ I ,IN\\ . \ - 1.11 . \ \ . ..... * ,�j own I I oe�l I an 4�ww � \ \ �O I oft " N - \ \ --,!,��,'_- \�e,, \ \ , . t �
__ I � \ \ \ \ �`l / \ lo, 11 �\ ,I--,- \ \ V. ,,�� �,,, \ � \ C_ _T I
\� \ \ , \ * , as I I ou\llk,�! I � 0 ."It J� , \ , T�', " . \ I
x ,,, \ �100 t - . � / . , \ N <'. \ , " - , k ,��, I \ \ \ . \ � , � \ -
<�,_-_ \ � '� � \ \ \ \ \ \ \11 \% `N,1 I '11 �i 1, \ \1 � \ - x \ "I \ _.."'. \ 1� -_ \ " I \ ,_� ` \---) c----) c-
1, ___ 7 ' I � \,��, - .__, .... . ..... I . ...... - I � ., <_�_ NIN \ �_ ', '�7,_77' \ ON 1,rdl I I me 1-1 on; 1-1 owl I 11111111_.9;��, \ , r. -� ,.", \ \ ", vl,z� \ \ \ 42' \ �111, I f � � M \\ \
11 /Z7 \ I \ \ , '% - -..-. ...I, %, \ \ \ � " ,
", \ - '0 11 \ \ l N I .11 --11 4� 0 - ! \ 11 %01 �� I� � .
- " 11 ZAN,05 TO gi-,012010A \ \ " - X, ,\ \ 1111111% N111-1- . N I - _., \\ � \ 14 \ � 10 I , - -4 I
� _,,% ,..,Z- ( I . , I \ ; I V-,-. " \ 1, _,� v <-1 I \ i i " - ,
� W - V, \ \ , N , , , \ !,"I", ,-'__,��:-, � - "k , -'r, -,� 1, - , _t ,
. __'_�' \ � � III \ \ \ V' �\ I I I __-, - ,-V- \ 1� C -,\ 4 � 6 Q> \
,
\�I�l \ I -, � / -\, " � �:D \ \ \ \ \ I', /;-,. -_ I \
1,, _A, " I - I , \\ \ �,,'& I,, \ ", \ 1\ \ \ I U I I \1I _X��- \ \,\",, \ 'A, :ok % \
\,,\ �, \ ,� ... < ... 11 I I ; k 11
I , _y �.N '\ 1\ � I � \ \ .- _..� i,Q 1 fl ('-- C_
\ k % I I \ \ � 1, \ - - \1 � 11 \ I If \ \ . , , \ N\ 1� \ \ '. _�_, , `� I I \.- i i -
\ I \ t vl.�,-, .e ; � \ �� �_ _\ - "", I "\Ov M , N - \ I F � , , ��
11 5\ 1 � \ \ �,& \ , i
-, I
I", \ % N A, \ \% ,4ZO_� � '7 \ C""; \ I \ <\,,, : x ,,,..�N\ % i I \ ", \ J\ \ \1 \ �
\ <,�:�! I \ I � lj�
\ " , "I'll' 1�11\ \ �_" /
`�
�
� "I'l \ \ / \ I X\ \ \ \ \ �Iz I \ . .1 �,�, ef�w\ 1\ ----------- V"W�.*. .... A . . ...... " ,*0
-1 I . -1 lo_�
- 11 \ / \ \ , / . \ -, .i;� \ .
,
I
- __ 70 \Rf kfZA6E OF R)f - POOR' , \ \ �. . ',N� 1�_\ "01 I I "', " -1 j-, \ .,
- it / A \ / 1% �,�`\ I I�,,� \ "', V� "I'l �_ \ \ ,
�
� \ I - I _,_� \ / . � I . \ , ; \ v " -, -\, I - , ! � -
�
.,- 11 _., I
\ \ , I I :* v 11 /I / A."�, 11. \ " � \N \\"� J07 `_�)7 \ ,,',�,' \ \", \ ,�, \ � " \V6 \ \ r_j1_ \ - - ::�`,\
- -,l, � -OR I \ �' \ I \ i 1�, .11' \ "N, 11 I 11 \ 11� - \ 11 , " V� 11 F \�X_____ - '\V' \ \i \ \ ,�-�/, \ ,� \ \ \ 1 1 .�. �,'!, I
_ I ��_ I I ,, 11
" N, \ \� \ ,\ I \ \ --- V --,, t,��,/_ ,�� / 11 . \ : 1) \ , I\ 11 11 \ " ,\ \ -� \ " \ � 11 11 z P -, \ " � '..-. \ .", " 'j \ . ll� , , , , , -_ — — i
� \ PARA00'PlIRPOSE x j N, \, \ , I , -1 __ " , \ . - %'!� �4" 'l -,ii, . , � , �'\,� � \ \ / \ \, .
, __)ii , I IL
, \ I N . \ I , \ " V7 It ;!��1, _Sp 71 t, l, i t -
-, _'. \ I � Ij '4�` \,,.' �__ � t N i I I / � . , - , " \ i\ \ \ r \ \ V\ 'e, _-V1 \ " , \ I Ill/i \ I TZZL 1 � , �, .
__ 11 \ \ `x � �\ _. \ � \ � I _� 11,\1 __.__� \ \
_ I ,� 0 71`4�, ..�, v v -V,,,,, I 1> ` \ , \ I 1; ik
- \,,— -1 __ \ / IV\ I .\\,�,l\ -.,- :\ : , � \ -.f,- - - - -
'C
., \ ,� e�D r . I �
- ,N< \ I % i k %, \\ -<\ -, � \ \( - : ,� - I � I � I ',^ \ I-. I . I - _71
__1 - , , _� 1,6:.l, . - I - � __ - - \ \11 \ . i I ; 1, I ) . ,_
� \ 2.27 ACRES % I \ " 0 �� \' - \ l -, I \ I : ., - -
__ I 7 , -, , r ..�.j - - ON � �
\ N JF - 11 ww I.W 1w u- *1 9 ;
11 K 1 -7-71 F 11:1 11 \ \ ? \ � I , '\ _._'Iy,e \1 \ 11 . I \ % J "�� �� \, I
,\\\ \ N\_1
, I V\ I \\N �Il
I
it� 11 � \N`_ "_ ,
'
V,Y \\ \_,_��_ -
\\\ -
\
\ \ \ �
\
\\ \
k \
\
N
\
\
- -
___ \\ 11
- Ac�_�\ ,\,___'�\,, :\\\\1\\]\""'N,,,_
,
I
I
- k, A
. - �,� , '�%` 1, - - - 1-� A \ i , � � ,,�
� - ) ">/ , cvw ,� .4� ;Z�_ __ _ _.- - __ - ,q N I - ., \ / X \ 'I I I
- t ft; , , . ; ,; �
--
, .11 I \ I Ili k \ ,# \ v 1. "I I-,\ ...P 11, I,, Tek v_ I vkr, 4#7 1 1 A I � I l wo I ,_ 7 -,,k -' A \ Kztdlv�:Q �pu -- �, i 1
- _', 11 % I k \ V , VO'A� / -,T��o \ - ; 'Il - I � I " 1 —4�"' 7f/, 6w 'O""""" Nz� 11 \ I i ; \� a \ , ,-, I i I - �
. -
\ � \ I I \ , / IV I,.' , ,_ I ; I , &I I CW \ \ N,
__ 40I - .,/ '701778 \ , \��
__. \ I \ I I I k 1� I /\ I- ... ,Z4 - 0 e , \ / I V-1 -Y \ \ " (_'�\ � , - � �. C,
\ 11 \ I - / 1.�� I r.,�� \ ,% _--� \ Nk - �-36- V X \ ; I, \ I " \ \ 30"', xo�jv U / '%\ I \ \ ! ..' I k -_ \ \�� v ,Ii . ....... . A x "I J,
�,��, [0 " " % \ \ I 'I\ \ \ I
_ \ \ ` \ i 11 A'11_1�_ \ � I N \ - I 4� � . �d , __T, V, ,.*\- � \ k " 1--\ Itt". �,_A -n— I � I
_ \ \ \ , - 1�` \ .�_ 4�' " , I
\ I \ ,> , ,�\ * -� / �-- ,,, \ / I \1 -_ --\7 " I ,\ � lllN, '% / I I U 'N It 'I"I'l ,l,,� ,\,- "K \ f \ I I 777-- 1. -, - � I 11 " 1* I
I / a ,,,- 1, \ \ % 0 1 \ i �
-� -.. t � "' �v-"�k %_ �, Ix \ �v \ ; 1, --1 : ,
\ , x , \ \ \ ,,\ I *% / I \ -11 \ A\ - I- __Al__ i j- � 11 t ':
\ � \ " - 11 \ \ � \ \ 11 14 _� I \ , -11 'I \ I : /
St4d3\ \ \ \ \ � \ / ,,,, *I- -.t � I .*' g6- A , \\, ' ' ' , ;� -�!,!!i 4 \ , \ " , \ I \ I � _)�, \\ ,\ � � V \�� J,_f, I : [ ",
- � 4." :
\ \ 11 " \ ,o�', �, \ r 1� X\ ______/_1 , J8' 0 ' A � /, I �� 1�1 \ * 25 � � � �\ " \ , I'% I 11 \ I "." . ; I I k8 I : ! , ,
'� \ ,;# I � \ " ,q \ W W 11. "v�l 2;�4 ", '\ .i , I , I I 1 11 ; , / -
- \ I 11 I \ -1 .A ....... -1. _4�_14.-.1lt- . ....... 1, - N, \ \ V" - \ \ 1'�� 11.41 k I k k ; ; 1, I I 1,.. %:.: I . I 1\1 I � !
_1&� ....... ............ 4- � � \ " Ili
.1-11 , I \ . I I , I
I 11 -- - - I \ I V---,� '�" 1- t-. \ ; �-, !- .; -\- . � ., \ 7 i ll \ I �.,f - \ " I - �-,. --t vt A I \ I V - , I ,
I .w..0 / I - \ I \ lk - '_11 /Ij 0 13l \\ / *,\ I / \ / \ A I 11 \ k , % \ i ! i I\-"\ \ , "I I t1i
, i;� I U
\ _� IT ?4- 1 V i,
\ � I \ -- I � � ..... - I �,-,\
\ I .� 77- X k \ .1A.00 R t-1 \ i , "; \,rl 'e"'d \ , .
, ;
� I .., � , , , A_ -N, � � \ \ \ \ I - //
: \ 00 17� X0 A I jo�- pr - U \ \ - 11 ' � ", I 1 , � _____
% k � ::��_ ��� I --..,/ I \ , � --- \ �1\ --,__j_,��'* \ , � \ : � ", \ ", \/ I, I ; t \\ 11 / \\, �, ,,,, 4 1
\ t el __, 'K 'k � \ \ \ - J2' Be I . 281"4(1 _ `�K I I , : I � N� -4-_L___L I �_ /
\ I " - 11 \ III � I I-
1\ x \ \, , , \ I, \\ 40-7, � I 11 IN x I --'_',-!- - : Ij � "I "'i \ ! , A - � jl� I I -- / � /
� \ ., _ / I, ,� " I - , _\ \ :>�Nl \ \ ,A I � 1, _J! ,V A I �- �1 , I
i \ ! \ - . ,q"\\ rll� : '�71 "s-, ,\\\ I if � ,,, I i , � ;
_1 \ f
- I \Ir 11 !:, Y_ I>- '� I I I I � I ,,, \," A I .
t I - " F K-1 I 0) -1. ) )I � I
; �,,,��iil-�-j'�;�,, I I r, \ , it \ \ I � l. I ,; 11 I i IT -7 - r__
\ . , I 1�'111` ,� w ;' I- n__ \ . �, � � � , ,�,,,,,:l.\'p — i I I I �- I x �.'49..�,,,O \ \ ��,M� I -i _.T ;,�, 'k -11 -.4
- - . -� \ -, I . , I , i \ I \ B�W! .&L�v, 24UNVIU \ J, ill I �-., rl� I I - I � 11 : v /, -,,I- ; V , I III I I q 1.4 ,� I If /
",, 1-11 ,\ "
__�, . 'N I I 11 W ; If �A I k , \ \ \,��_ � * \, -, \ 1. "IN � I I \F"SMT FLEV� \Z34JOC, I I \ . \ ,��`I\,`' I '-,' I
I \1 i ,-�,:;� " / v "____1 _�� ....... \ / ,4 ij I \ 246�4�- , 1�\ I I I ,\.,! ", I I/ , I I
i I f I 11 V \ , " , gey ? \ �j I I I .4
1 � 11 � I ,
I >K__1 d � . I I �\l�� I/ a '/, 0 k A /I 11 -.-1-1--A___.-1 I \ \ ,.__X__-- A . , - I - ��_ - -1 I . I 11, I 1 1�717�4 1 -11 11 oloi� Nj -� l y ,,� / ,�
. I . I � . : I /� .% , i \ k kt� , I 1� I - i- I _.�_ I, � I / / �
% I - I , - � j , __�,\ \ I I \ ll NJ : N, / %% \_ - I - ` - ��, / \ /it (_�
- vl,'� l! � k / I � - - - _7 - - \ ,-, � "') - ,
- ' ' ' / ,� I il 1i il 'k I " - *- tz-11- -:;= ,?* - - ,
. � \ / 11 I \ %% S f \ Ili \ , � I.e 11444 <� I )� / I 1, IV , 1 1 1� (� �
\ \ i I.A�1�111_ . . I 1� �I \ \ \ , f � r "'. , , I I ,,I / 11 I -
. �. I I � \ \ / " *# : \ \ . I ij - ____1 �
x � : \ V N, - \__ �_-V�-�\ -, � v I \ I .... N N / �� ,�r. I ,,,,'�i / ", , I i , I i I / r- / C1____1
\ . I � . , .1 � - - ,� - , ��,� % / I d A / i 1_4 1 � \ , . u I \ i ; - \ \ 't \ '11, \ ) - -, X - - _�l - __� - , - '-7'\\ �` 1 � ", "; " - �
'
, , I Nv'! 11 F I ;i � y k, \ , .� L_t-N- -.-.-:t --------- \ I I .�,,, _,!,-__. , , \ _____ 4 Z, , - � ) 4�3 -1
\ i //,�/ , 1\ \ \ I , I
� \ �- -7 ' / " " — .... .... i i I ,
/' ,,,,,, , , , __ I e" / 4k'\ lv'�, N� ��k'l 'I 7t \� \ . ! I !j ---
. I � I "; � I 1, 0, 1 N, Nv '. ��'... ... - .... ___ .... - - 11 I 1, . -�. I
I � I _ \ / i A., ,., I I - �_ +. ,_� 1.0 I
�9, ..... ... . �' . �� llfl � /I , , �N I 11 11 %ft t-.) 1-1 - - - 11%. 'N', I , -, \ -_ - A ill"" `�� ... ,1 \ N , / , I � / I I �_ - - � r \ t f / I / I I I , I -
- - _Nll - t� i i 1;', : : 1: � , I � I-, ... 11. , � cl , I " " r� J, � / /
i "I ,I -.11,11, - , .I / ; � 5 * ); / 1-1 I., I 1� / 11 \ 1\,I',, I I I / � .
� *,2 , `� �S., w \,I -i�/ *_ --;l I I I ,,'N \ \\ \ - . \ ----.--7 1 �., , I ,[ --�-*IL
- i �, � - - _ \ I , /A * \ \ \ I ", ., � /1 I
�, , v , �, 5, - o�,7�7 1; `v - I I �t_ IN - ,
� " - .1. _ .1""Al . -,--- S " I / \ \ - '\ ,% :I \ � - - I r I I l , \ i I , / / ill, . � :1 _____1
, �, - 1, I - - N't "k , i I, �'_� - <0,�,� V er, / i I ,� t ,--,,, I \ I -. I �
k" � \ 1\11 \ 11 1111�1 V_ *1", Ax/ / I [--t,- ?�-,-,,�, -�- - A-4 -4 -,:- - --I - --j - I;/ : �
I � . / / I - ' - Wlge N \ \ _�llv . , I''
NN - " J',�,,"'l t 1i \1 .. ", I , - tok \ - ,, .. \A #4 & 54 1 i i
� f. H! "Y' .. , '' . t r �:o-,�,. I A I F_l II -V I \ V_ � � \ \ - ��\ "--:,, \11 " ,--\ ---/-'/ I I / ' -7, 1,\% \ I \ I. I " �r i
1. 11k . I , \ \ - M\:\,\,-- �_ ---------S- I
� I � ��'k / � I � � I . � 11 ,�,i� Iff / I \ , -)\ , �� _�--, � / I 1:1 ! \ - �/ I \ ,*:, z �i , I - I \ I " T I / I I / ,-/
i - \ I , � I / I / 11 ik �
� I � \ ,/�- - , �4 A;�l\�� I , I'l ;
. I I V� � 1. 1� �;_ ill - - 4� \ .1 - I i. ..�/ \ I \ - I '\-% - I I / I / ; � ------ �/v
�.� . ff .\ -T. / I" -11-." � I � \ \ , I "I j" � It f/ -� fy, A,�-, I I " , / I / , � 1� �
"1�5 � '. r C v.(113"", � , -�,--V, � , \ \ /)
. � � 1- � 1. � U!, A � v-1-1, \ \ I U \1 I I,�, � \,.. I , I I ,,, I 1, /
0\ , ,,� - . � I � ..i.."""'Y' �"`, `,i� / �, " ; " ,,,,,. " �, -; I j". \ 11 I
. . � I if I I- I A ,�. I.", I \ \ \ — [7� V I � l:;! I / I I t I . I I, " / p/ � ,
I I � � . I r , -� � �,41 � T ;� / / x .."t., ; \Z- - - — , � , � " - " , -, - , , il, �� "'. jl� \ / / /
7* 1 , . i .- \ V101, I I � 4F / I 11, i ,,_1 , - _4 �_ - 1� I _%\ \ —j- _\ \ \ \ �� 11 - \ __0 - \ 'I . - " ....... I _., ;1 9 I .__ 1�� V I " -,r I i I I � ; / / - �� ". " �,,,V, - / / / / . , ,
cla I 1'� � � �, ", k% � 1, '. V.-.1- ., t d�4 - - , - , I 11 ly 11 � — - T"7- 0 -4 - - - - -1 - I / 1 �1_ 6, " �, �, I Irl, ,
1z 1'�, W"O'. .'. I \% , \ \ _1 '\ I I 11 I \ \ " \ 19(� 1. - \N , I \\ I __���111 11 1,_ li- ,; � 4'. " - J, I 1 I,/ , 1 '), "" ,,, x /I
11 ,,, � I .- 1, - \ \ IN . '__1 -,,�� -- --T-- �
\ I ;�"' p's�jdl. � , J' \ I 4 \ s)(-- , - _" "I I I I / N
,l \ � a "'\ - - , 1: - . � . I \ 4 � - 1�r I I - It -, " _ ',
\ t \ l'- _ F ... - I / h" I � " ,k,-�'j / I ) I 1 1 'I, \\ \ \ 10 \ \ - I � I I I I I I �. t" I -, " "', Y, �", \ / � K .i (--,,' �
� - ��11;�_ % 11 \ N \ \ - - I - ;� ir �_l I / ,/ / /fr �
- I "" ., ith " � 4� . , I ,�, j,'� �_,, \ , k I ? ) .* I/ \,,7., \ I 48'8e \ \ \ *\, 11 I I k \ , 1 f , / llj� I I \ I,- ,b ". � , I , � I I �
-�_pil\ I \\ ' 'N' PROP050 NEZZAD \-k"� � ),A , N� ') / A " / I � -1 - i z I I I I I I., I I i N,
\ \ \ 'A", ,% . \ I t
I . . ,� . ....... f p, I .11 41-11 I/ \_ - (p, �. 1, \ 11 \ I \ \ 1\ 1, 0, I I I . I "' :.1 I � � N I I �iil
\ \ " I'V,\ I 1`��, . "I \ v i .. � L ,-, I.- 1 � / : ,,, ; " � � . 1- k " \ \ ,T-,5�\ \ -,Wt -\, -, _�_ \ \1 `.", I I I 1 i I I I I .- x- 11 I— , I ,# I I � I I ],�,,�� � / / I i - - - - ,-- _____ ,
Ap-r-A I- " I k v I I \ � / ,; I 1 1 1 1 1 1 1 , / -
", ,,--4.,__ - ,,�, ��, x , -A -- I \ 11 I �j_ '. -� �; I, ,,,, k ,,, \ /
I \ \ \ \lZz , I / .6 " ; -1 I ; �
. , - . .. I � 00 \ - 1�lt, "' - I I
- , - ,5;4 A, .*-, .�. i�,. : \ ; I
I 11 �,,,',,,�x, * #1)71�4.770# AREA - I .1;1 1� , "', � � I ill - +.'-* 11 i Af '), / ".1 / I / il� - - - - -
, , , . -1 - , \ _. " 0-----
1'\ "It .p 11 ; V I 4;.- 1 ,4 ,I , ',I, - -1 I \ \1 7 1 I ,
, ., I , ,
; , ." 11 ", - *1- , I -.,--v . ,4j.. ;i 000 %. - I I \ / I I I
- - , ,, � � � I � : - N 'l,5 TOR Y - _�, I \ \ '�� - - "'�r, %. I � p I """ "Id, ,I 1, I .. - I i I 1 1�,4`,, 1 ,,, i 01 � I ) , , I -f?---
- � " , , , -,��, 1% __ \ \ .. j FRI �. � - 11 - I - sy / " I � \ i v I I I r- I i l- (:, I ,
-, A �,�.-�'� If 1� /
\ \k,:ii�! ." 1, , . r,,L 14 , I_ , I "I I/ 1 Xl4:�� ' '*- 58 1 'I-, , I - 1, If - 1 ,),o --___0
I \ ;' \ I _?* I 1 28,p\ .- I _--- _,�- '�� ",-":- \
-000, , 0 V ACRES,, '- `,; N,�, .- - \ i'\ -L' M %K q. 7�i ' 1 ,,-, 37-� -'ks!& (" " � I I \
1�' 0 _', i 1� ,� ,�3' - - /_� I \1
I I �, _ ; __ , / , "". -��Z- ', ! ,e 7-i77 - - N V ... 1-
\ : . \ " - - � . _� \ \ " V-11 I
"
- V R!� I I - � - I . ...... - !� .'�� " \ ,' �� ; - _ I ; I, I �L %. I / / -
I,- . GA RA GE
� 1, I _ . - , " ". * A, - ... " \ \ \ I —_ / I I / .& " .",
\ 1 _'� . . ". � . \" ..- / N ",/ 1- - , ? I �_,,,_. : 71' \ I v / 'f�� � 0 34`1 , ,/ - 1%, r I jf.\.� I ',-,�,> I I, - - , _____
. I I. - N \ I , / x - I - " � `%` / ; I / I I I I
I � \ Mon I : �� I __�__ __1__:z4 '& - - I 11 .1, - __ / / I N, V I / 'J� / IP't, � - �e If " I I
. - i ir '� 3 I : . - 11 ') ) .: / I N If i
j " igi �� I I / I - ; 11 I LOT . N, � f i ; � " / I
I � . . . : I \ M '1� \, _ *% ::3� A:F I I I _ / I .
\ ________;11�___ , '' \ �. , 101, / 1-1 I I " I ! — I ; : ') - -4 \ "�,11 41 %� __
. - � , , , , . 17 \ . " %, I I \ I / \ -1 I ! � I I ,/ L. " (A v _� / / * +-.1,1-
. � �; -.11 '\ !% ; . v \ \ l I I " 'I I i I � �,
: . I ,v vz
. - � - _N A.9 f 1: 25�` � i 1% I 1� N I — ,�� - ug
- I
\ * � � N . I � I `11\\N\,%,��, 0 ___ , � . - 1,fj / 1, ,,, I -, I , I ��-_,-,,,_ : : I , \,;�� a �,�� :: "�. �_'1�1'6,01'1'1 Z V,F. 21�35 6""'I I; � � / I / \ I. \ T�r / 11 /I - - ,
,
\ \ �.�, , . , , , I ! � I .1"', V \ \ \ " -1 ,\�_) � L; : -1 - I : N N1 I �' F 1, `1111 -11 , " � � .. � . / - - I a ---- - I \ f,
- �.� I `I!, - � ,n MT .1,1-1 -1- I z ,- 11 / " - '6�vu I I i -_ I / / /
. "I 1 15 � // P0.55I&JI WK \ 'I i - I _� 4 s 1 1 11 'I i V ",
\ - , I '% , ) I . I ; 11 % _-1___-4-"' �,;� I it I ,-ps-p � t j) ,,�vff EILP,e;� 2,'I " : t/ 'j�` ,,t,� �
- � I � \ %. " X I -, � 1, I , I A`�T F-:F�x ;i�-:�C- \ I I I . / 1,
I - . .1 .; I _! . i , - I 1)1\11 \ .. _ . N, I , /8N." ,..U..`.f'p 24 I I ff
\ I I * i � I '11, \ Nd a i 1 , / I \ I \ 11 � �j I I
\ I . I . f� , '. \, I � i K \ \ I \ \ , I / �, I / . / \ --
� . I , "I N 'l I I \ �
,
,
,
,
,
,
,
,
,
,
� . , r- - '17 4 A -�� .. ...... / 11 1 1 1 1 1 I 1*
I , ___ \
,
,
,
,
,
,
,
NN. �,;Al - . . j A( , � /
�____ 'A - L- "`� -t .,-41.1,.;W.� 1 � : I \ I ----.... 1*
I
-
I
, . � ! I , T \ i , 1\ -,\ I - � - - -- . ,z__:�,— . - _2�,_ - -4 \\ I �= - I - � ,,LJ i I 11 L I -- I I ,
'i � . I - -it, . I
I
I
I
I
I
I
I
I
i I I - , - I i
\ , 1�.. .1 . - ! , iv FaL 12 - _�-" - - :: I - - - - I .j ." � \ - � ; Tl� -h I' I/`... A �-,__
, .
, _; I . 1,11 1 \ . I N, � \ \ I- - , t 11 .
� 11 ... � ...... . , \,�,__ , � � ; \
. -�- �� "\__--------,�, _`� / , f / I I I ,I ! - �- t-�N , ; I'--
0 "_'.1.1 . � . � . \ \ I v - / ... .. ... I- .... ___ ........... . - _,// � p I I I I v I
I
I I - .--.-.
,
-\\ �/ _17 , � L
I
- 1, I N,*�1�11 - _"�j � , 1, �1� . N * \ —
.
.
.
.
.
.
.
\ \ \ts .1 . t ..��
- � \ � - ,4— i � .1, \ __ . I I �
)K ,lil 'I i, 4%mi I T I � � 6 1, I � / / I T !," i ! I 1 *
\ \ � . � . I f \ � \ �. . " I I \ \ g \ �- - -,---.\ \ I I -11, , I I /
1, \ ,� � j � � - ., - I � ll,.1 � ; I � I .1 z \ Nl----- I ' / I j .1 I I I � I I / i I � / ; I ___
\ �, � - . . � �1111 I 11 \\ ; I 1. I" "\ \ \ -41. ,\ \ / I I I : �
\ It , \ \1' ___',�, N " I 11 1_38. M / ,, ,'/ . / i / I I I I I I I I I , I I I I , "I i 11 ;
� ��,�� , , I . , . I N \ I 1 N I V,� \ l� 1\ I \ \ 1% \ I . . \' / j/ I I I / I / .�
, ,
\ '.1, , " . ,Z. , � / I I E \ * \ �\. (Z� \ I ) z"l
I "�_ � - \ , / i ,,,, -
0 \ I , N1 ,��,�_-�,_�--- - 11 \ _14111,41111- N '\-'% k ew � I $;mni'limp imo�dowit..�ll� I I � -ties,, t / % / i V, , q
\ X I . i a - I I , % � � 11 I � \ 11 , - , � kftm i I I 1.0 i N / y I � � I / k,7 /, I
\ \\ ff I ,
\ Ik \ . A'J Win I'd I I q
\ I . Ian t I ._q I I mm.q� I am I I I am I I / I f I / � . 1 4 . <�,� j " � / / � � / ____ -
� : / �� 1, *4, v \ \ \,/ I -.1 'I I/ -71 ,, ,,- j T ; " 1.
'-.1 � \ � I iten � \ /-,P,f 1�r / 11 \ " _� ,��, ,\" Millen it � zi;" - -
1114; I - � lamiimlf I I an I I.i;11`tqpw I t Me , 1 7\1 t k-- ,,, I----- .2�� A
1 ,
- - 11 1i '\ � I I � \ I N \ li""Mv* - - , - -11, __ ,_ j ", - ,,. I I / / it" i il //i 1
\ -.1111-1-- i ; - ,�,r /�, I / I I � /V �, /I
\\ : " - - - - _/ - I \ -.1---- � ... , , � .1
\ � / I - �� I4""' .Z�:-- ill / v, , If -1-1
*`1 " ; � 1-T--.1.1 .... - .1 -, _t� L \� �_____-�:\ ------- -,-... - �:* ."', �___ . - - . I .j _,__, _ --"r . � I I / I i , J , i, ///' , I "', I
-11, - --4� _,__ ... . .... - , �::, ��IF_-.: ...... -
'I, 11_v�_ ___ __ ...... " Z�: � �i- -. i `__ - , . :::_.,-,11-- -" , - ", 11 v"all /I -- I /
/ r - .-_-:�-, 1, � I "� j,',/ -Z-, �'7 If, I
\ 1-!` I N \ ;1� "" ��� - I 11 ___ -- - I, z '5),11 tl
. k __7 I .. � 7 r I -1 I I ;, " I 1 / / I I . / , �
I I � _i \ !/ \ -\,__.__-' 11 __. C_ -::. � ." - - - , h / /
-
I - FL 71 � I , �\�r i�iiil_:; �___:�� -_ ____ , / , - _11 U � 11 I I V / Ill / ;! , .� /,
� I ,I, __ ell __ 4, A / I I I 1,�;�, I I " fl /
��\ �=, / I/?., ; � � \ ,I\\ \ . . \ N\ - - �N_ 111011116 1__'__� - 1 4 1 / z . )(
-11 � : I I \ k I I =\,�,)qm � � ,�r,:: - - - -_ __ " � /, 1q,_/ i I ,,, / -�, / i *
I \�, ne "'I- " -1 _ 1 ,,, I \ / -
, - .
- \ \ �� - r '1Z --- I , ___.-q .... - :_:_
\\ , I 1!�, - - - -F-----,;._ :�� /��`-,/ I , � ,
\ - I 11 - -7 7 I" \ ; �� � I, \ 111- -.1-.1 ... . .. _', I -, - 1.� .. -)k,. / - / " 11 f 11 / .. 1� -1 �j / / - , /// / 411 � /N �,��/ I I I / / / /I . 9
ScAf-0 \ - / ", / ".1 I " N � \ , ___, , I � I i %.o IV I "'l-, I , 11 A,->/;-".-/, ,;/ " /" 1, 0
/ I � \1 I \ 11 " \ \ "N .�\ V / ,\ �\\ -\ / \ I I I �> [%�,,,, I I ,", I ; / ,
\Z' , 'I, �, t / I . 1,
. �, / , � " - I I I I., Awl I , , / "I"
I 1_'� I ".. j ��,-�� ,�,,,, I ",,� I ';�_> I .. I . I I . i //;; /,�:"/1-, `:vl / eV � /// / / /I -
. __ , ,,, , , � ;�- \ \ N. -, _;� - - ____ 4"M - 5 ---- , , i I �-_ - ,,, : "Ill' � , I
11 / , � I *,�� "
M""_\ I , , / `�,�;�;-, 11 ,;�,,�, I ,I " I I 7 -1 I
- \ I 11 I I lt'-,> I ,�
\ * \ 4 — / 1, ", �u \ �1 7- \ � \ I-` __ 'cl. I II -1 I I I "I I
,
\ \ � , ,,, , , - - I- .__ " I I,- / 1"', /x,11--- / / j
,
, 0
\\ \ . %\ I ` � \ �, " \ 5 -- . � I .1,
,�"_,l I
- - 4',�;�'/ k �_, , \ A k ��_� , I , \ " " :� I \
,� Nlr I - \ I " ", \ �_ I I F-`, I \ r "I \ z -11 \ _�,
I . � I r__N , �,
, I 11 I � \ ,- �Ig \ . �,,-, ! I 1�7?111 \ ,I �%,�, \ 0 ,X\
,
I I \ \ 1�11'-_/" " I �11,�'1,11/ \ \ & z"i \ � 1\ \ \ \ 'v \ I \ ------- -, ..,
\ .4-0-0 \ � I I ;_� V \ 11 \ � \ , \ -�,_ / I , %�i A� I i
14, J22 4 K Nk I , � �l � I I I .." \ \ , \ I \, I .-v , I . ,
, f \ ", 11 I k \ \ 1% ll � \ / N)
\ I .-_� / I I 11 , \ '1'1-_� I. I J� � i � I I -3 I - . - / I "', / / e . - / "/ i ty ", ) J/ 4 / / / , '14&')", I /
, \ . / r , I ; I - / . , . , /
I I " t � \ 11 % \ \ \ : - 11 ". / ,
0 \ , A \ \ 1, --- I i � 1, il, 1, 1 k-1
I I I I I \ I t / . ,fflo� I
___/ "l000� �J'n4/= "', ,�. '111��' \ ", I I � I , : , , I � , N ,
0. tcres 0 - .4� , , " 11 ", FL2 I A \ I i � \ 11 \ \ \ \ \ \ N, , N, \ IN" N _4 ; � " I ; I 11 / , l:�":�_, ;� , �1 ---,
�� � � ,� -,�Nl, \ r yr p \ \ \,__/�'t IN \ > / , ; � I ; I F� � I .1,
I *9 ......."..".1.1.1.11.1 . ... ,� - — I 11, I . I I. . 11 / .1 ; I -0
; Ll�v — , 1; ; I 1, I
-
._\ � -�- \ J ____t -----)� I - _N�_ \ - 11 / I I -_ Li I .1 I I
\ ;17 --\ - \ 410F --*In _4%1oo____, 11-= - ... ,.;;�,:�: ,,.,. �,(._, 7 1 � .1-.1 � I I -_11-1-- \ � 0 C \ \ I I %, \ I / I I / ! I � ,
I- ! � I I ��, 0
_ _ '-,,,, � ... - , " 7, -.7-1 1.1, 4�
I am 1, an " Me " \ ., I _ - ... - �/__ - . '��., --.,. N, -, --- I ___.!__ . ..... /,,.-_,..—, - I / i / I N,
` _.!�
-
- - -..-. __ � _ ") 6 / 'I- " ,r777 r ........ �
v- -,,- V�-,\ I I� _ 'I `1 I - 111-11--_ � \ L" \ \ I ; " 00 I I on, Y-1 -
Aga4w - _-, . I __ , �� : /�, I.- . `,"4 -,,� �_/ -
\ � ,.� )1! _� , -----, I ..." - lt� N \ / N. � "', _-, --------,_T,-, -,����__ ... t, - 1 � --N, , __1A_ ,
A % 1\ / ", -,�� \ A I an I t "�� .;�-, - � __�_- ,�+ - � -..-,--4-- - - ----;;A- - - - __ =_ ".., .--. -, ��: , � 11, t��,,,.,,, 11 I - ,.--.- /
\ / - t I On I I qm t I me I I en I I won I I mon I I rit I I I I Me I I Me t it /1-1--, , 104 -_1__________7F_
� __ , I , - � _�- ", I , 1 ,, , / / ,
\ k -,� -�' , ,,, -� J:is \ - "I __ _� �\_,\, - I - , ., " __-1 _1'__-'-* .... ..... 1- __74- _1 4'� 1 iloo/olin' "
\ , �� "_ , - - - 1- �� -q-
, , I
I -
v \ \ \ " , - ��,, an � � I I I I iir,, / ". / � , I_', / I /,
\ \ I : \ \ alp , \ . Ir
. y I I /
I 1., -,. / . / ,"'I"mM',�lim,lon t�l 0 1, am \ e � or , , I .-, "p-1-1 I , , k 4 Mellon , I
/ I I 11. /
/ \ � � I \ \ \ -,j \ I',- On 1, jon , , as� . low"
-
\ �.,�11,�I_z/�� - �,, / � : t 1 ,111 rj�l I\ I I wu� �4 in 11"81 , I so I wo "',' oil , I I I or I I t t / � � I./ I m . 1 'W111 low I I wo I / / /
/ . : \ \ \ % \ - I ,,, : -v - \ ,
'k ,� : I I t I N, ", \ \ I \ 01 7.vo - 7.,,, - - <Mioill.l en IX I I — .\Oil/ k, f I I If I"
,,, 1\ � : 11 /,! \ . I U" I ZZ; r/ T in +11 / y
: I 1* � , 1, A ., / I /I
z J, - Il- _J\ � . I ;
� I � / // I I 4, 1 \ \ " \ \ "I / : \ 11 � i \ I \ ( \\ t ,e_.Z__!_ — ,l, I .�� / I
___ 'I--- � : I \ \ \ I \ 0 , 7 - ll� / �\ I : I � - I I - -I%. I /
11 \ IN 1 ��4''� , ,,,, I k � \ / , \ I t\ i \ , . . . ....... . . ......... \ \ \\ � ..", I � / / %�, / ', I / /)
\ \ , - 7' - - - '7"- , /�
. . , / \
) \ z I I _,.�k_�17 'X'
; \ 11 1\ \N : i - / \,�(, / -1-Ill , I' --./L- I,- I
__ : A N : �, I 11 I -�. il / /'� _
% 4 \ i ; 11 I 1�11 1%11. / .... . . 1-i I 1\ /1, *11,
,
, . I �E'� � '�, I" - ...� - - - \ I -::: _:3 >,� IT bl, / / NN, \ N, �11 I % -, -
N,
N,
\ k / I \ \ L ' N, I "
- _!, ,,, 1. If / :43 1, �� �,� j . \ �> \ - - -:-- rt I ,,, . I ... /'
� ,� � 11 lz:� '. / I / . .;;� / ,-, I %�,., -7
-
, " I V_ � � I ,Z_ "I +11 I k " JA I,? A I 11� - �._f I -;; "
:: � �,'. ,I. I 1� \ � .; \ -�=-n_. - -, -_'T " 11 , "I' z 14% . . '/ \ / -/'IN, /I % qt � 1� / In
. - ,4 . "I � ..... 1-11-1., /
� I �,� . -.1--.7-1 4 -� I -, -if- 24; I - - — f I i - A, ,
_-) (� / / . .... N..=_:7�.�7.-.-..=..7= * ��.�.,___ , 1�_ ton�74 I / w , ill Wi f
_h- \ �� �1�11��`> / I f! 11 .1- __ I \ , / I �
\ /1 \, / \ I , ___ I I v -/ � - -�
-
e C � t\ I T \4 1 \ ' F - - 7 - I I '14"-,_L_.. - /I --i-L �j�.,jj i y I I �,
��,, 11 -,-!� '111� ! " I / . - -;7`��"" 14-1
/ N� �J�, !��,_ I ! . !\ I ---k--T— . I N. I �, 'i
i� - IF , I " I / / /
- "I I" _,- .1 /
1� \ iU v / I / t 1IT/7 / V'i I
\ / : 11 I I -1.1. . u --I I i I � , / / I
� .1 7 \ . '! "I - "I - Nll�l JJJ / i, �'/ .1- /."-/
I I . .�rj\ "� 1�k\ I ;,
"`\_1 , \ 14�1 / " 1 - T , i \ - 1't
,
____ , , I ,,, __-1 / / ) I� � N ... \ : '.."V 1,1\ � 11 ; .. f / � - I.,
I \ _\ - --- - -// __ I - 2, \ I 1 � \ ,�, : `11. 1�- ; , �4. 2 " . � i, � 'I �, T, � .1
,
1
\� ,� " : I F , � k . �)� '-\ \ 1\ -11, - , _�Iil_ i 1�/, - - 4.2 - , ff�j I I V- 2 i 4 11 :�, 1,',� /',��/
- , I I ! I Z \ \ 1i � v " '.., ,", \ ZZ, -F \ I x I ' \",� tK'�2, �',� 1 j�j-�� 2', ,c;t I. - , A;'.- . :: n� "
- #05 % X� ,,-- / / / F,�`Z _',�,�yv,j � . I I I i��,'�"; �'.\�,,�. " I t " ,�, , ,-�� < ! f:fA:. ?4&0v ,I / � I /
\ N (- IV// Lu r �, 4-I_-, I : I I "I I _., V, 2 "-N 1, : I \ �: �' K, .., ,,�4 1 \ I ,- F � F, `., 2 �- �-,� GO / /'� � �p I / �
f � 1".. , I , Z1+ . , ;
d ___ / / FL I I N ''I f - \ , I , � 1 -j " \ - I I / I i ; I /, _ -
\1 I I / � I .u:114 --- �Sm i , - ' ', f -F I E! I 'i 0,0' I I 11 I ' - I -.- / -.; Lv' I � 1 / [ 1 �� A,
\ I I\ / / I . I 1 \,4 �",, " I E4sv�y i I , i asvN k ,I 8 il FLEI . 011 \ I " r." -, t, (--- i ,;�, - V, 23', " ...... � - S - LEV 2 3 6, 6) Jill , � -L, " >�/,- I .
I if \ ; V)j(, - �______ �,
� ""_,� : , �.,A�l I f 1 t l/
/ . \ -1, '\ . ..... _ ... _\ \ I %; 1'� ------� \ � I I X - 11 11 I /�_ I I I -;�_/ ',�//
N, /_---j!�� sq. ft. ..... __-1-11-1-11.1 ... 1111--.1 ... - ________1_ .1 \ , ,,,,.-,4 ! - -11.11 ..... / ..... � ... --.1 I . / I � , ,�
1,4 11
-
� _ _ N , - ,______A__ " - flij � , i �r-_ __
- / *1 . -_+,.__1__ \ \ 1144;��L _\ ... ' - ,� �_, �___=_:=!�z- / % .-, .. fL= -1 ............. ,'!� .... � ... __ .... � I jo, -- � - 11 / ,
1 \ I I . .1� I \ \ 11--,-,__'\ \\ , I ... v \ , , 114�11"L , lv.z� - - --k - 11 ..# I ,�� - ,-, �, - / . ",_;1
\1 , \71- - - - ii ; - - -- -- I 't 'I -, Al -L� ... � ... / .. .... � ", � / , -1 // ,
.�// 0. � I I x � /," f I �.,
'SO / - � -r --------------J I \ ....... -, \ ---'.)7— . / I L/� �' " �" "
I 4 I , / ,-- / I I � k 1 -----4--------- \ I \ \ I 11 L------\-,,-- % _ k-- ; \ )e -*At � , , . / I �,., .
__ --, 1 \ Q *1 i \ 1" I _ / - ,� -/"-r_.j
...
,
It - __ \ __ Iycres F I, _.- I \ , V_,____ \ - � - -= - - lc- - - -- I I -, . � 1-1 - ---,-"-,------,---- � � - .... 11 I-/ ...... � 1i A* , /
( A ,---- / , f� / It / � � ,_j__Z , , I L - - -:111 - - - .01 _,,� V _� ........ � ..... � ....... �i ..... 1- I - I I - j \--. _L or - - ." .1 ,�, _/� .... - .... /, X/ ,1/ .�, /, , /-/ _.�-/
- - \ — ___ \ " \ _��'� — — ..�.�� � N, ., \ I 1 ____7) "%-,7-'— 11 - Y , -
,;:'.w ,/ /
,.,
I N, 11-111 I \ � — -0 � - \ \` -��-�;-.;;;--�;-.;;;�-;;;�---------.;�--�.��., I � — _7_!7�F�� � I 1, // 1061. �k _1.7.lp /I
L_ — I _\ ___�j '% — \ - I \ " \ \ I - �� _� 4l' // A < , /
- '�. #0 I 4�, ... /` ,/
\ ,__ / � 14 I \ x *41. ft. - - - - � .1 e of \ \ ,�, ,�z�,,,,,. � I , - % "�, C / / 1 1%.--%4 . .... . _Z / 4 , // / - ,/ , / / /' , �
/ "I ,--, , -,j I . I "I - - -A- - - --* - woopf D \ I .-I\"- � 1 1 / � I/ V_ /
\ � \ I - , '... " ,� / / z " .�
. , �, ��,Z, - , / / / - -,- ,,:� I
/ 11% \ / 7 * - 1.� - k I \ \ "11, \ 0 � __ 6____�, / - 1�� , __
"
- trll� `i,\ \ , I/ * -1 I / �' 11 I ----.-,. II * \ \ / I \ � \ \ \ \ %. .,� ""' , , \k� \ �N. : - ____ _�� � / /
I ____ - ( \% I ,�_, _j / L - - - - - \ I \_ � 1%. ',,\ ,p I - -,
�hhti` ) I A \ \ 11 \ / �/ �// , , 7�'�/,:000/, / , / /- / " /-
� `, ,/ Il. \ / ae� N \ \ \ ,_____� C 1 � � � \ \ I \ -I- 0 � ; .", / / / // / /(" ; / / / / I I / / / 1, / " ,.///,I/ 111�
I - 11, \ \ "`_1/ 11 I 11 � \ \ k I I I , \ - I '11, r-_ �, / 7 / / / /Z / /
- I � � - 1.� -,��Tjj I I / I . \ __ - �, \ rr , - - __1 0 , 2 /N'r �'M� / I / / / / / y / /
0 � ,_ ___N) \ , F9 E I / -----4�!/ /
I ,. I . LX � 4' CHAIN --,) _____9r`M""` —I I 4'OV41N I / . / / / � '-'/ I I / / ,- I / /
- � :_Zt � " ,.� - / I I � I \ 4'CHAIA K IF MnK_ -I - 0i - I;!", , ....... ��;V74�9 / / / I /� , I / / / I / /
I 0 r I I I I fvl�:____ I- --- -- - , -_ / / / I / / I /
, 1-1 . � ,*- - - - ��,,___ d-5 6' CHAIN 1 INK FEXCE I I �� - N. - � I I 9 W ff2.90' / / " / / , / I // /
ii " %, - 11 - I --) - \ ,,, , , --- ------ "W 114.10 / / / / , / / I �� / � / // /
, - - - 4��. ��,��� - - ......... � ........ ____ / / __ __ ,\ I 1
��t 7 76 e --*%000l o� / / / / / / / / / /,/,
- - _
- !� , - .1 C----) �
� C____) 1, -_�\ ,776
,,__- w -�,7-!"-� V 9,99.20 - C - - �'-_' _ , // / 11 71� � , , � I / I / �(
,-, rl�,, �g � I ----_wt)_ �_� 1\ % __ _,_ // �, - ___-, �, 1!�,�, , / / , / ,- / I- /
-) lk � - / - - , " , / /
,-- 0 1 u I / I I % - - - 11 I \I, 1__� -_ // - - - - � � � - �_,�/
I t-,�, �:j I 11 I I k \ � \ --- �, I_� I 1, k \ I � , , - - W, / ,
0 LI: f I � *� I 1V11F Fgt-LL I A11F IVERKLE It 4%, , I - ____ // , �,__ - - - 5��:� I 11 I -lr,-;.
--
\ �_ I ___ " Ill. - / A - "� IF 5 TERN �1 � IF FztTT --- - I tVF KERMAN 1 It \1 � NN \ ,\ , F )�OILCR �- I __/__-, 1 ____4� oji I I .#-_____ -----7 // / /z, --__ -_ __�_ - -
01 � T %, - 'N' ------- /V F 91L OTT (u IV t IN I I I ! , , I \ I N - F ,�q - ,
I [_ , � I \ 17,219 sq. ft. - / �__ ---:,.-- _��__ _____ -_ - ,
I I k " ' 22, M sq. ft. 1 16,200 sq ft. \ I \ / , :��_.::7��-��_�:__-_ --- -, 11 11
I .L_�,_ 17, ��i_4,ft 15,549sa, A4 I / 74 7 ?0 sq. ft. I I i - � , I il \ - / ////// /, - - - -_ " --
I ,, 0,30 sq. ft / I I / �� I i \ \ � \ \ 0 � 1_� k_-, / I --�--_--- __ ,
1, I" . < / / �/, ; � / I
s,�K,10/ A, � "X\.-/ /
� , " / �-Y- ig /�f' , I /
� V, — // / I
I - " I " / , / ;, ,V" '/' /1' / ,�
, / , . I � .V � N / " X , 1;e, I / / / -l, 1,
,/ / 31 , " 11Z / I /
/.� -% � / y ��. --,��,�/; ", � , '00 // i
-Q /-, -'A *-, �' . I/ I
v ,— --P,/ /.-,// ,/ —,,,,��-;� , I - ��i'/��'*\' //// / - 1*7r- t /
\ >/ // IF- - / I'll � -, /
i 11 , -k � �\/ / / y / w / /
/ ,,, 'IV, / / NN / / / / / I I
\" / V \,�'�, /' ,�4��' -;, // "J ,,, " /,. I //
, V 'y,F) , X / �;, /Z y `�� , , , /I I
/ V/ ? , I /
11 � "I - ";1E//2 1. �
�v - i 4 1 / /
� 111�,_ / , A , N ,
r'y - �,--�,,,Is�vl-iv�:, igb-.if, ��'11 I . I / / \/ / /
, I
� 1)(I" , / 11 -,- �J- / ,,v "//, "
/� /.,4 /' X 1, // 'K / // /
.1% , / ;�,/. 'If /
-
_""r /', I "I" , " , ,/ \Y\ // \\/ /
,\ 'A-',/ 1_,;�,-,,�;_e""�111",j / X\ " , �//// // ,4-
1 ,
)if, - ,-"\,/, , � , , I / \ I// i
1� 1/1 /
/ A,,- "'/,�� "
�
:��,/ , "_ - , / _-/_ / , / / �K /
'7,, \. , / , �_,��;, ,X,__� - . 4-1 , I" ,;,. '/ / / / / / \ / �
1- �, _ �4 / //
_
, / / '4 "I - / / �� I I / k
/ �./ / 0-7 / / / / / / / /
/ / � / z �/ / . / / /A // / / / / / /--7/ / N / " / � �
,
,
/ / / / \/, / / / / / / , �/ — 7'_ — ,// \ I , I '1%
/ / / / / / / / Ir— �, — I / I
/ — _/ I / / / / / / . / / ) N
�-/� -,-, A /" A / �_ _/ / , / / - .
/ / / \ , I I-
// /, I / // / / / / / / / / / , / K _��
/ / / / / / / / / I \ / I I / / / / f / /� / / / / / // / / / / ", �
/ z / / / // / / / / '/ / / / " I/ , w
____ / / / I / 11 / -_ I ,-
"0,5 1�� I / I
/ / / I I
/ / / / /I (7,�/ / / / / j2 I
I / / -1
- j- -
.1 --,,' __�, _�,�10, 87 0 ___ - � ___� I 11 --\.
-1 I I j I I lil 1\ _/ — I - - -- -_ _��
I ", /I / /I /// / /I I-- - - - _ N _-�� -_ -
I -;;�,--
_ - - I Q4 5 ,_ , _ " -_
I I - I I 0 jj acres I f I *i 04r��, 0 37 acres � __M�f-� c_� - '�� ,�
I-- I \ \ Lt I q. jj acr I I I � 1/1 '1�1*' V-9 \__11 ______ \ I , -
11 I 0. 40 acres 0.36 acres 163 K I / .1 A ___ __j \N, NIF 5 __ - ////// /f/ .� � - I
__ ----- 1\ ��-;�- " /// // // I , , "I _11�_ - �_;_, 1��
- - - ---�;-�� I I I I " I , I---- ______ / / / a /I -, �
----,-,,, I * F / I , \ � , / / 11/1// I ,at / / , - --:- �_ - -
]-J " I I I I I I ' " - � --- - N. / , /'//,, / // // -/-------I-,- _� - - -
QQ T_____ __ ( \ / ---I— / � 11 I - -_ / / I z- �/ I -
- - /11- ^� \ I , 0 / I I - -i- L /// /// / / / /- , / /�/ / 11 ,
, /[ _____ L / I � \ 50 M -iq. t ,,-,--Z ,-
I " _-, " I - . 1 I - / I / / / � ____ ,2 / / / / I /'/)�, / , " / I /// / / // ,-11 // I -_
I f 0 I 11 * I I/ / I I * C�� I I ----I-,-- -_ I 1. 15 acres // // // // I ,,�
, I I # - / / I// I/N, I / / _,,
,q 11 I ____ I I \ / ,'/ //////// / 'All' / N.
I ,9 19, 679 sq. fi- i I I I \ 7, /� if I / , I" A,
t �?_11 "" - -----/ I n I / /I /I /// /// / I I // // I I,/ / "I
\, 0 45 acres ' 11 / \ I I / , / I I'/ �
z — � I ) I / / /// t I j / A / ell/ /
I � I I , ,___ I I' I , I I * t / / / I / / / ,"��
I I - , I �� �
\-\- I I I / � I I \ , , , / f / // / / / / A , V I- \
",," _r \ f- �, �11 C____,� I I I / 'I 11 I / I I ,\\I N I , I � " / 1,/ / // // / // / \ .11, / I � \
I / I , I t I / N , ,
0 \ i I , f / /// /// ,/ // / ,l,'
. / / I j / / > �'/ \
\ — I I I / I I I I / / I ,�_z I I 11 -
\ \ I / / I / / X" / ,,,- -
— ---------,I � , i -;K 11 / I I p I / / / , ,
"
I � I \ � I I � � I � I I I � I "T_L__J4_1' k I I — I 'I, t / I I / 1- I - /1'-,,N / ��, I """
- i [ �, j k i I I I / / / \/ \ 1�__<_ -
.
\ ,,- I 0 \ T I I I ............ I i I : I z ; If 11, I/ 1/1 /I ^-' \ ;;,"I
------------- ---- �� I I I I l` /____ X -A >\--' - I
I I I 11 : I '�`_, / / /V x " � I
� I I I I I I , ,/ ;, / - P I
I I - I �', � \
t 17015, 1 it ___j_j I - - - — - - - — - - - — - - - —1 - - - — - - - — - - - — - - - _L - - - — - - - ____ / , , ', ., le z I ,,,
I I % I � / 11
I i ,--- ________ —w— W % \ I
I I I __� --- 4- I I IF .1 /
It It I __---- - - - \ I / I z /
I I ____�-1– SONWIT ROAD \ 11
1� ________�� -------,----------- __ ____ ', kil / ,� /01/
,I- ---L--- % \ I /
I %, - ____ - - - ____ ___�__-_______�_______ ,a-_ I \11, j 11 A�
,. - - - � If � /
I , - __� - ------ � I If., , , I
___ % CI i
1z)
If ______ % , -13 i '10 I
/ - ____ % ,j-_ Z I
�, ____ - - '3�_ �� \ I /
-I--, ___ I \ _;3 C� % I
- - - ____ \ �� � / I
, !�o,-� - - - ____ - - - ____ % % \ \N \ I I I 1
.=,Jf_-.- ',�� I /
I ...... T . ......... ... . ,% — f1d, LIMIT OF DISTURBANCE LEGEND � � / )I
\ ( , I /
\ \ 11 I I
I
� I I
I
I
\ I
%
, / /
I
\ - � -1 WAN flUNIOMtIMII M=It�f[Mil Mil� SUBDIVISION ROADWAY /
INFRASTRUCTURE DISTURBANCE I
'APPROXIMATE TOTAL.- 4.62 ACRES
,
I
LIMIT OF BUILDING
CONSTRUCTION DISTURBANCE
APPROXIMATE TOTAL: 7.60 ACRES
-
_-_ 1,
N
�� " \
\ nllt --A- 0- )
M
I I I
_ /
/ __
/ / 1, /v
/ f. /I
—Sl_ I
\ � I vr'N'\ k ! :
q
;
6 / ) 11 i /
1. I If �
!
t it � ; ik
" \ I I I ;
\1 I �\
11
� b, j / I -
I �,
/
/ /1' I ", N^ Z,
if /-/ ,
, I _ I — \\\,
I t— __\ \,1
* ��_ - , \
1�
/ I I I I / \,
k . 0 / I �
/ fl /// / . #If - SUL L /VAN
I�Nii
�
___-
/
/
/
I/
.,
,�"" N14F FlUPOWSKI
*
"--,X-
�
,
I .
.4FPF0VYA TE Z 00A T101V
8 " WA TZER MAIN ,Pff
WA TIR CQ IVAP5
COPYRIGHT@ 1998 by John Meyer Cmulting
& Riffilio POwied No p&t of Ifthp d=wwt my be rWo0v,* s14W h2
k
& MWOW $)&1*n IV #47=Vad i7 Wy &M 4V Y M&V4 OWtOlkI
lw��, phvioav
'r'a ��ifn; cr 01hewlse w7ftut = wwte7
=a(�M�ft Ww twaWng hy malArxellos a, Zwetwns &- ffiv
w0wil ffis irytto pwni�� ot imp i1e),lb, CW&I(mg &W rw&.r
th" h7sov wd mmw
I 1, 11 I I .
11.
iz�4
;_�
I
I
I
I
I
I
I
I
I
I 0
I
1
(n
I'_ _w
lb
I
Lij
� M
i I M
otf3:
F_
Lij
-i!
I
0
Z
I
I V)
Lj.j
(.5 �z
I
a
k
1 1 (/)
I M
ry 0
w
I
MM
-
�_
co" �-j
,I
Ill"
�
u-
zry
LL_
C`4 U -
05
.19
Q�z
N
i Ld
A 0
I
M
6 <
�___
.
C14 -_Jj
I n
!
5;
� LLJ
i ; M
"
I i
��'
1,
I
I
I
I
I
I
,
4_b�
I
�
I
0 Y
w
Mnj 0
Menj Cy >-
w 3:
- w L.Li Li
.M a D Z
X z
Lij .
w uj > _1,cl
< ai < o
Q) 0
U. 0 , 0�
� M
z i
U. 00 W
T. %-r W
k..) Z ry
0 LL _j
Y. LL_
-.4-0
Ix �z T4- Ld
00 0
<
LLJ "'i
X 5;
mw---- A~�M
RA im
SrALP 1 " =50'
PA X- 1 1 L24L97
�Iwf W.: 96124
boaftmir ip... SITE
MA#M W. -
PL -1 I
�
I z
I 0
1
(n
I'_ _w
Lij
� M
i I M
otf3:
F_
Lij
=:)
0
Z
I
I V)
Lj.j
(.5 �z
I
00
1 1 (/)
I M
ry 0
w
I Ix
<
MM
-
�_
co" �-j
u-
zry
LL_
C`4 U -
05
i i C)
I 0
N
i Ld
A 0
I
M
6 <
.
C14 -_Jj
I n
!
5;
� LLJ
i ; M
I i
mw---- A~�M
RA im
SrALP 1 " =50'
PA X- 1 1 L24L97
�Iwf W.: 96124
boaftmir ip... SITE
MA#M W. -
PL -1 I
VIA
Iffy, IWIF,
#
IF,
wal
WSUA L IMPA C T A NA L MIS
SCALE. 1 20'
H
30 Rcp
f
H 4
[)WH 35
If I I
CP
/ it
MIN
VIGHT LINE SEC770N FROM CORNER OF NORN
RIDGE smEu & BErSY BROWIN ROAD
Sf -C7701V "A - A 10
SCALE- I" = 20' (Horizontal & Vertical)
WSUA L IMPA C T A NA L MIS
SCALE- 1 0 lot
COPYRIGHT@ 1997 by John Meyer Consulting
Al A Is Al &Zol I*, e-", 1117 le 11 0,* 1-" 11
CK
-Www
00 Z
too' Z
db
I
: - -j
I
-
....... . ............. .................................
. ........ . . .... ..
..............
.......... . . ..... . .............. .......... ......
... .......... _ . . ........ . .......
.......... ........... ...... . ..........
........ ............
.......... .......... ........ . . ....
MONE77CAL BUILUNG LOCA 77ON
...........
............
..........
...................... ........ ... ...............
...........
................. .................
.......... ........... ............. ............. . ................ ............ ..............
.................. .................... .......... ------
................ ..............
.............. ........... ...........
..........
............
aw-00
..........
..........
......... .
............. .
....... ...
..................
IQ__0X_
.............................
............
.......... ..........
......... . ..... ..........
.. . ........
.. . ...........
1Z M
.......... . ........
........... .... ......... ......... ......
....... . .... .............. ............ ...............
Jt BA"i#T
... ............ ............
....... ............... ................ .............. ..........................
........... ...................... ................ ..............
............ ......................
...... . ....
.......... . . .......... .
....................... - ---------
....... .....
PROPOSED SHRUBSIGROUND
........................... ............. ...........
COVER
. ........ .............
8MEM IN MWOM ZE
8ETSY BROW
—PROPOSED
DECIDUOUS PLAN77NGS
GRADE
ROAD
PROPOSED EVERGREM
.......... ..........
.............. ..................
EVS77NG GRADE
.......... ................. .......... ............
.................
...... .... .................................. ...........
............... ..........
\—EXIS77NG LOW VEGETA770AI
.............. .........
.. . ....... .......................
..........
.............. ............. ..........
..............
1121
CS
0+00
1+00
2+00
VIGHT LINE SEC770N FROM CORNER OF NORN
RIDGE smEu & BErSY BROWIN ROAD
Sf -C7701V "A - A 10
SCALE- I" = 20' (Horizontal & Vertical)
WSUA L IMPA C T A NA L MIS
SCALE- 1 0 lot
COPYRIGHT@ 1997 by John Meyer Consulting
Al A Is Al &Zol I*, e-", 1117 le 11 0,* 1-" 11
CK
-Www
00 Z
too' Z
db
19, 189 sq ft.
0 44 acres
wv
--- — --- — --- — ---
Ny�- JAREr
15, 000 sq. ft.
---------- L-
0 J4 acres
NIF 6�ANDAZL
' I '
ITIN
2;�
76\,,6\q.
ft. 0 52 acres
L-2
094 6z\—
LEVY
Nlf \FOR 17NO
0 46 oc)ws 1,0, 960\ sq. ft. N1 IF\ f
0 46 a6ws RIEW
19, 95.�'�q. ft RICn
--------------- :�� --- \\\ \ \ \
-------- sq, ft. t. NIF MRRARO
LI, :?e, 4,9 sq,
19, 60J \sq, f
LJ
0 '45 0 45 OCIVS
15, 000 sq,\ft,
0 J4 acres
12'M
S80 -1420'eN 968 49'
---------------
-0)?y SAME WALL A NWY.,�'Tomr wa�
WH
709 06 7 -OP
roun lain
- - - - - - - — — — — — — — — — — —
IV)
4gs
. . . ........
+
I
r,1'ZLAFAN1
#/f SWIVAN
......... 7-
17 ...... "m—
i Ndl'UY UU W yyy. zu
k A A - - - - - - - - :?o
Tf RN 'N F Kt-UMAN
If LtTT NIF CA MPgf t I Nl,'F
IVIF 81Z 0 TTA AVF 5
16,200 6,qfi.
�yo ";t 110
1 22, sq. ft,
5jo 3�. ft, 8
0. jj acres
jj IN 1 0 5, r
717,441 15,549 sq. ft 174,190 sq. 1 17,219 sq. ft,
5*�, 0. J6 acres 0 J7 acres 0. 40 gKf
0. 40 acres 4�d
7
I�IF 5
N A Z Jx
2 T9 3:q-. ft / I
.... . ........
--------- 19,679 1. 15 acres
SO
I I/W1
1, - 1UPOWSKI
0 45 acres NIF f
/I if f
bill
4PPROXIMA TE L OCA 7101V
--- — --- A 1/r S TEPA NIA N 9" WATER MAIN RD?
WA TcR CO MAPS
--- — --- — --- — --- %
. ...............
73
LORD
240
PROPOSED GRADE
+ 250.39 PROPOSED SPOT GRADE
EXISTING GRADE
x EXISTING SPOT GRADE
PROPERTY LINE
PROPOSED LOT LINE
- - - - - - - - - - - - BUILDING ENVELOPE
RIGHT OF WAY
CENTER OF RIGHT OF WAY
EXISTING EDGE OF PAVEMENT
PROPOSED CURB
COPYRIGHT 0 1998 by John Meyer Consulting
Z.AX.1,
twd h,
pawzk%� of JaM Akor ComMg mer
C/)
U-1
LLJ
M
ui
V)
Z
U)
0 0
Eo
r'E
0
U.
zx
U.
C,4 U.7—'
00
0
CS4
i LLI
6
0
N
t%% so
C.1;
IN
N.
loll
100, _44
lo,
&
F=
lb
N. 4b
...........
1001,
/by So fi
0 44 acres
CID
N.
Q)
LY3 L5
.001 CL 9)_ 7
C1
3r4t NIF JOU 'k
ool*
15, ow sq. ft
0 34 acres -LOCANdiV
'Z
NA 6�ANDA4L rAA&RR AA
'V'p
APPROW
MAI
V$MN \L -1
22,702'1q. ft.\
2,
ft. NIS. oc%:> NN
`11 1-N,47
a94 N, X wt
------------- o j5, 4Xf MNJ
Ltcyr "I N.
x oqf NA LUZA
19,9 ft 96'0 �q ft, N - T,,0?77N0 of\qcres .
\ Nl� M
2114r RIAI Or RIE01
4w" W) ft,
�5 19, 60J \sq. fi. j
N
a �4�; �os &6 OrAes 15,0490 Sqx_ Ns,"
ON acres AM
0 v�lsaAF
'N N\i
C� INN
C
4L
12' M 0
y C> N 0r
Mr S76W WAU
i43�f 465826"
D4 8ff *'_�C_7_)
N,
S8070VOT 4_14�L\ I A, 22- k580 _J02
T_ #11Ff MA&RIal
20 M o:D z
N (A W RE,
VA—
At, rA7j 1�>j %,o'
. \ )\ �6-
N, 9 8RUSH
SrORY 20 4) M < 0
IS -IN 0
L LA_ 0
4- -\ I
I I \;k —Z m
xm- Z4 I . /\
1" 14-21 114�k I w I � * ""y
> F.F.E -vl=w
A LA_ 0 0
WM-T ET_ 61- 'o .16 Io 71—
.00l WH r
A +250.8 Z
lo, op 0 -
CL _3
tp
C)
Tr A LA
42!
FL21 w a
LJJNk
LAMOS V 9f,0012,A70 5:1
ILLAZ_ Of NN Ak
To wif MLLL— \1
RYE BROO'r NN T
\
N PAW PURPOSf x L, -A ff r- I 'N p VC
L
w
74/—
\40 21K _V S -T— A_ #AJ
24 OJ6. I il z
f
Ji 1 4 loll
4-0
)u
4. SMT �EV. 24090 00
N.
_1:22�\
1-2.32'
214
jr- AZA
C_
f— r�j
k7=4 -K— 7-1i T
N, N,
4F
'41
-201.5 2 58- Sf
+254.5
14 N zel
I I 'I k28- n AP
A' LuoyTr I wr 14- &,R0ZAf0
YvZ MOD F.F.E 256.00 +255
*ZIP a, 4 M.
'A 000
11.00 +
P067,61 T ELEV. N4 On + Axou/ m
4— f
1 40)
*17-M fit 2 v 7
FL12 NN
14KE L I )L STOR
2J -M
NN
19*P P
o17 -
J 4
U -V
06,A(
'Ar
\7 S)l NJ
X11F NN
SChFO ev a\ \1 — — — — — —
14, J22 �. ft owomo I I N
FL2
At `�( I
0. 416cres 4ZI \N N N ZA 6 NINO
—2-
N\
C VJ
(Q3 NN loo. > 41 1/
+ 5 14.5� +224\ +247 'Alf SULLIVAN
k, T LDT-14-8
-14\ 13 F
LOT- I
F.F. 2 4 N. -2 r1L 234.00 F.F.E. 242-V
239.00
2ft *T M 23A
50
L
E EP42.0D BSMT M. 207.0�
0�#RRDS 'N
S4 I u / / z "", Z,/'
7. ft
0 > ;_1 > k/Z/
L
4DYAIN CA L
'W
�V78:59 _E2. 90
4 JV1175120-jr 11410 -
+Hp 5 6*0fA#V Nor- rN
208 v9`00"w 999.204
L/ N1 CA MPBEL L NIFARKLf NV
�alfR IN
KLUMAN
mllvaulz=A N11F S7ERA( INA IT 22Zp sq.1t. 16,200 sq.#.. 17,219 sq. ft
4, 190 sq. ft 0 4 u
01 t 0 V acres �r_[) NIF
17,W1 15,549 sq. ft A4,5J - f - 0 jj aaws 0
0 40 acres 0 J6 ocr
acres ift t
L 15 acres Atl 17LI
IV o"
N,
'o
16
\0 45
APPROAMAE L OCX;70N
V/4- SMPAIVIM 8' $14MR MAIA(PiR
MAITR 6119 MAPS
............ . 4�
Cn
5: UJO
10 1� w I
J n P� -:�:_
M in
CL LIJ
V)
C/) cr_ 0,
Ct=
ar--
0
Of Ll- z a=
LA_ c) c=)
C> C.4 let
Cy C)
L fGf ND
PROPOSED GRADE
250.39
+ PROPOSED SPOT GRADE
EXISTING GRADE
NQIE:
x EXISTING SPOT GRADE
ANY RETAINING WALLS REQUF0 BY THE FINAL LOT GRADING DESIGN
PROPERTY LINE SHALL BE DESIOG BY A NEW YORK STATE LICEIM STWCTURAL ENGINUR
PROPOSED LOT LINE AND SUBMITIED TO 1HE VILLAGE. OF RYE BROOK BUILDING DEPARTMENT
BUILDING ENVELOPE
RIGHT OF WAY
CENTER -OF RIGHT OF WAY
EXIS11NG EDGE OF PAVEMENT
PROPOSED CURB
Rum
RA im.
PAZ?
11/24/97
MW 1.96124
'!;ITE
0 A AMP UVMW Q 1998 by JAOM
Uff.411NORM0 AZ MRA WN OR A091770V T m"w caadwg
E - 8 AWG NE SEAt Or A PROVS101VAL ENGINMR a?
A ofo:=,Mr
6W A jlah�5ro tANo StIRWM? /5 A MAMV 01 gr odwaft &*,W*W*jw P G
A
g Cyov 7209 Or 7hf NEW )10(?K EDUCA 770V L A W, ;:=.F==
fXapr AS PfR *Cwsw
_j'C776yV 7209 _ _aW
%8 .76W 2
P
00
C'4
206.7
X _7
N-01
DRY STONE WALL S80*14'20"E 368.49'
US
KIS
-`F ENGINEERS SPECIAL CONDITIOIN
MASONRY STONE WALL ARMY CORPS 0
\DRY S
TO�E WALiL\
206, a_
(A) The permittee shall provide to this office annual reports on (E) The permittee shall undertake the authorized filling
N/
the status of the mitigation activities, prepared during the growing activities in a manner aimed at reducing impacts upon the general lb
season, no later than August 15 in each of the following five (5)�� years
environment. In addition, the permittee shall not stockpile fill or 0
< UJ
UJ Cn LJ
after initiation of the activities authorized by this letter. These other materials in a manner conducive to erosion, or in areas likely to .!R
F N
L�44
reports shall include the following at a minimum: cause
high turbidity runoff during storm events. All exposed soils
shall be re—vegetated in a timely manner to further reduce potential
i. All plant species, along with their estimated relative frequency
Z
and percent cover, shall be identified by using plots mea�uring 10 feet effects.
by 10 feet with at least one representative plot located in :each of the (F) The permittee shall assume all liability for accomplishing
habitat types within the mitigation site. The location of 'ed ch plot the corrective work should the New York District determine that the Ld
shall be identified on the plan view drawing. compensatory mitigation has not been fully satisfactory. If the New LLJ
X 226 \1
York District does not find the mitigation satisfactory. If the New LU
ii. Vegetation cover maps, at a scale of one inch equals 0, feet, or
X 205.9
York District does not find the mitigation satisfactory, an extension
�LVE\ BOX larger scale, shall be prepared for each growing season.
V� 14-20
Q\ of monitoring time may be required to cover any necessary remedial
iii. Photographs showing all representative areas of the mitigation
60 work.
shall be taken at least once each year during the period,between June 1
(G) The permittee shall dedicate a 1.82 acre area in the
and August 15.
Ox northwestern portion of the property to the Village of Rye Brook for
L A NDS TO 4-'F- DEDICATED iv. Surface water and groundwater elevations in representative areas
A the Village's use as a recreational area.
TO THE VILLA GIL` OF RYF RROOK of the mitigation site shall be recorded twice a month during April
through October of each year. The location of the gouge shall be shown This determination covers only the work described in the submitted
FOR FARK PURPOSE 41 \ 0
on the plan view drawing. material. Any major changes in the project may require additional _J
2.27 ACRES _J ci
authorizations from the New York District. A
(B) The permittee shall ensure that all plantings of each Care should be taken so that construction materials, including UJ 5r -
CD 3c:
individual species in conjunction with the mitigation effort shall have U.J UJ
=5 Z
debris, do not enter any waterway to become drift or pollution hazards. WZ
an eighty—five (85) percent survival rate and the wetland creation,� < M ?,J �11
14-19 2 .4 This verification is valid until December 13, 1998, unless the <
areas shall have an eight—five (85) percent coverage of hydrophytic LL_ IR
M
/> nationwide permit is modified, suspended or revoked. If the nationwide Z,_8
ct
plants (those with a regional indicator status of FAC, FAC+, FACW+/—, LL_ 0
IM \, \ \ y
50" or OBL in the "National List of Plant Species That Occur in Wetlands, permits are suspended, revoked, or modified in such a way that the 0 CL
X 205.0 activity would no longer comply with the terms and conditions of a 0
Nort vice
M heast rRegion 1]" published by the U.S. Fish and Vildlife Ser I elf
HX\E - 7 QP which must be met or exceeded for two consecutive years following the nationwide permit, and the proposed activity has commenced, or is under
P 228.05
0
//INV. 2?3,20 IN)
contract to commence, the permittee shall have 12 months from the date
INV� 22\3.10 UT) initial planting/seeding phase. LIJ
48' M Y of such action to complete the activity.
(C) The permittee shall ensure that no mowing of the mitigation
2 1/20 - 3" CALIPER
OCS D-1 SHADE TREE area shall occur.
TOP 206,00 (D) The permittee shall undertake the grading and
SKID INV, 200,50 (OU T) 17-
seeding/planting associated with the mitigation effort concurrent with
the discharge of fill material into waters of the United States
Ilk 206,*
LLI
1 48" Bu
authorized herein.
X 2 MH E- QP
4
76R,'�21.9
-')V- �I N ki
0 1 NY. 218, 7 IN
21012
210.67
213.7�
\,JMH I _J
To 2 0 7.7 '206 CI DL -2--2 - - - - - - - - - F - - - - - - IL - - - - - -
2Q3.25
TOP 205.60
INV. 19�.5-84A ------- INV. XXXAX �IN
INV. 196.58 (OUT) INV, XXX,XX OU T)
C1
_b >
IQ
70 ST. @ X.X
go" Owl Sam
3 arm sow can monnowililill sow
W_ W
Y
,0
5 L.F. 8" SANX
3.00%
24 L.F, 15" ST. @ 1�.C)0%
11��1111�83L.F, 15" ST , @ 5�09%
STREET TREES
17— — — — — — --- —
J.
SMHJ A-5
TOP 8-547 - - - - - - -
INV. 212,18 (IN)
EXISTIIN' G
TREE LEGEND
TREE
LIST
Ah ...............
A -W
8c ...............
8ALOCYPRESS
8e .... I ..........
&ECH
BY .... I .......
SUCRIF)f
Bw ...............
AUff WALNUT
Ot ...............
CA TAIPA
f . ...............
fa
F1 . ...............
RR
17 ...............
GINKGO
// ...............
111iXORY
lic ...............
110RZ WaINUT
L ...............
LINDEN
M ...............
MAPLE
0 ............
CAK
P ...............
PINE
Pr ...............
PORILAR
S9 ..... I .........
SifffTom
_�o ...............
PRULT
Sy ...............
SrOAM6W
Tu ...............
711LIP
# ...............
MLZOW
A I NOTES
LANDSCAPIlki PLAN L E G E lh\,4D LANDSCAPING PLAN 1\4
Ali PLANT MATERIAL AND METHODS OF INSTALLATION
SHADE TREE SHALL CONFORM TO THE AMERICAN ASSOCATION OF
NURSERYMAN, AMERICAN STANDARD FOR NURSERY STOCK,
LATEST EDITION.
ALL AREAS OF THE SITE NOT OCCUPIED BY BUILDING OR
PAVEMENT AND NOT SPECIFIED AS BEING PLANTED WTH
SHADE TREES TREES, SHRUBS OR GROUND COVER SHALL BE LAWN.
ALL PLAN11NG BEDS SHALL BE MULCHED WTH A MINIMUM
OF 3" OF BARK CHIPS.
THE LANDSCAPING ARCHITECT SHALL INSPECT ALL PLANT
CONIFEROUS TREE MATERIAL AT THE SOURCE BEFORE IT IS DELIVERED TO
THE SITE.
THE FINAL LOCATION OF THE SHRUB, TREE AND WETLAND
PLANTING, M1ICH ARE REFERENCED TO THIS NOTE,
WETLAND GRASSES MLL BE DETERMINED IN THE FIELD BY THE LANDSCAPE
ARCHITECT, AFTER THE EXISTING VEGETA11ON HAS BEEN
CLEARED TO THE LIMIT OF DISTURBANCE BOUNDRY AND
FINAL REGRADING HAS BEN COMPLETED.
TREE PROTECTION
TREES TO BE REMOVED
00 00 SM WO SILT FENCE
Wf _7 Zi ND Y/ T1 GA T1 ON
TREE
LIST
WETLAND PLANT
PLANTING RATE
DESIGNA110N
SHADE TREES
Agrostils alba / Redtop
6 O.C. MINIMUM
29 Ar
Acer rubuml
8&8
20 - 1 112a
call
Red Maple
Carex crinito Fringed sedge
20 Or
Ouarcus boredisl
8&8
2" - 112"
cal
Red Oak
Carex stricto Tussock sedge
10 op
0-vemus palustlisl
B&B
2- Ili": - J-
call
Pin Oak
Panicum virgatum / switchgrass
14 Z$
Zel sermtd Oaw
Vasel 8&8
2 " ///;I - J*
call
aem Vase Zelkoya
Juncus effusus Soft rush
Scirpus pungens / Three square
20 As
Acer saccharum
8&8 2' - 2,112
call
kyar Maple
1,000
Eupotorium purpureum / Sweet joe-pye weed
DESIGNATION
CONIFEROUS TR E ESS
4 PO
P/Cea abiesl
80 6-
8'tit.
fiarwey -Truce
17 PS
P*US strobusl
8&8 8#
- 8P hit
Mite PiPe
22 PM
Pseudoill mwzieshil 8&8 6,_
8ht.
NOTE:
Douglas fl-1-
DESIGNA11ON
SHRUBS
26 Vt
Viburnum plicaturn 'tome8&Rum'/2 1/2'
- 3' 1- t
Doublefile Viburnum
9 Ac
Amelanchier canadensis,8&B
2 1 /2'
- 3' l- t
Shadblow
(shrubform)
Wf _7 Zi ND Y/ T1 GA T1 ON
PLAIV71— Ll".557
PLANT
AMOUNT
WETLAND PLANT
PLANTING RATE
1,000
17,576 SF (0.40 Ac)
Agrostils alba / Redtop
6 O.C. MINIMUM
GROUP OF 100
AREA
Andropogon virginicus / Broomsedge
Carex crinito Fringed sedge
Carex luriido Lurid sedge
Carex stricto Tussock sedge
Osmunda cinnomomea / Cinnamon fem
Panicum virgatum / switchgrass
Glyceria striata Fowl manna gross
Juncus effusus Soft rush
Scirpus pungens / Three square
Scirpus validus / Soft stem bulrush
1,000
Eupotorium purpureum / Sweet joe-pye weed
12 O.C. MINIMUM
GROUP OF 25
Iris verslicolor / Blue flog
Lobelia cardinalis Cardinal flower
Verbena hostato Blue vervain
Lobelia siphilitica Great blue lobelia
Onoclea sensibills Sensitive fern
NOTE:
ALL WETLAND PLANTS SHALL BE SEEDLINGS & PEAT POTS.
WE7 Z" A ND 70" TA t 1.5 "'
EXISTING
PROPOSED
WETLANDS
AREA
30,100 SF (0.69 Ac.)
17,576 SF (0.40 Ac)
BUFFER
106,850 SF (3.30 Ac.) OR 0 SF*
65,119 SF (1.49 Ac)
AREA
CURRENTLY NO FUNCTIONAL BUFFER EXISTS ON-SITE SINCE
WETLAND AND ADJACENT AREAS ARE CON11NUALLY MAINTAINED.
W �
Im
1�
, I
- I I 11 I I . " � I - I I ,;,� I I I -1 � I -1 11-1-1.- I -� I I I I
I I - . I � , , -z I __ - _ � _,� � . 7 4 :
- 111111 I illillilillillin __ - � I . , � I -1— A I". - , �1. " � -� ��-�� " 1, -;, - , �_ , :.,K --
I - -_ -_ , I I � . I 1, I � ,,,,, I , I " ��, z � j � � � 7-, 7, �- -
. I I � � _� - __ I � __ - I � 1-1 � � - I I I ,� - " � I "I . I I - I — I , �, � , I , � I , _ �, ,� '1��"4 I'— 11 - I � . ",
- __ I � � I I "I , , , I :, , I , � — __ -., . "' �. - �
,,P-_::'� _____ . — I I I I � I , "��
. I - ___ - I - � I I "-kl I -1 : , _': . I , , , . . � � . q � , , ... �,.: � " 4`,� � - '.',. ____ ,-- � ,
. wilimililill I I l�illillilillol I - - -_ I � I . I I I 11 I � I . � I I I � I � � . - I , � , A._ v � I -1 `�e , � " .� I
I I I . I . - I - I - I ! � - i � � I 1. - I I I . � I7, +* I I , , � ; � I � I ( 1, , * I -, � ,
. � - . � .11.111, , i I �� r - ,'.�,
,;,;��,.,:'�l
. -
.
-
I - I . .- I I I 1. , " -, ,�
I . � I -- I --- - I I I , I . . I I I I � I - �,:_ , - 11 -, : � 1. ,,, � tn
.- I . - .1 - - I �: � � I � - I I . 1� -1 1. . � �� ,
I
I I . I I . - � I I - _____l I I �_ � _ I .11 1, , __,4---�
f I I � I . I � � I � I I - � I : --- I 101 11 14 ��.",: 1. . 4� �
11 I I � I I . I � � I 1. . - I I I .1 I I I ,� I ", c 7,� , . . ,�� -4
� � I 1, � 11 , 7��
, -
I
. . . I I . . . � I I I 1, I � I , . I I � . I , I I �.,�
I I I I I "I � I . I � . , � I � . I . � - � 11 4 I I 1� : I - . I , I � v . "
I � . I I I I , I .
, � 1. . I I I I . I . I , I I
�' " . � . I I I I I I . I I I . I
I
� �
� I , � - I . . � �, � I
I I � I I . � , I I - I
,
I I � � I . " �
. I 1� I , � I I �. - I . I I I I �l � � . - I
. I � I
. I I I I 1�� I I I I - � � I � I � I I .
, ) . � I I I � I I I . I . I � I I I � I I e I I . . I I : I I I I I I I . I I I w� I I . �
I
I
� . �
I I I I
� - I
� I I I I .
. I I . I � �
�
I , . I � I . �� I I I I I I I I , I � . �l . I I
I
� I I
,
I � . I I � I I I I
I I
11 I
I
I
..
I
I I I .
I
� I
, , I I � . I . I �
I I . .
I I I
. I
I
, .
�
I
I I I I I
I I
I � . I . � .
c � I I I 1, I � � I I I . I I I I
I �
I � I I
� I I � � � � I � � � I
I I I I I I
I I � I ,
I
I �
I
I I I . I
� I I I .. I I �
I I
I
. . I I �
I
. I
� I . I " I I .
I
� . �
I � I , I I
I I I
� I I
�
I . I
I I
I I � ,I I � .. . I . � I I
I I
. I , I ,
I I ,
�
I
� . . . . . � In . : - - ������ I . I . I I I �
I I . -,
I - . I
� � . .
..
I . .
I �
-
I . .
t I I
. x I
.
I
� . �
�
I
I
I
- I �
� I
I I
I I � I -
I
I
I
I
I � I
I
I
. �
�
�
I I
I
- I I
.
I
I .
I I
� I
�
I .
�
I � �
I . I
I I
�
I
� �
I
. �
I
I
I I I I .1 �
�
I
I �
I
I
� -
I I
� ,� I I .
I I �
.
. � I I � I I I I I , I
� 11
I I I I I � I I I I I
� I . I . � I . � I . � � I
� I I � � I I . .
I I I
.. � �
I I
I I I
I I I I 11 I .
, I
I �
�
I
I
I
� � - I I I .
� I .
.
. I
. �
� .
I
� I I I I
. I I
�
� I I � I I I
� .
I
I . I �
I I
I
I
I . �
I
- I . I I I .
I
I
�
I I -
I I I �
I . I I
�
I
. I I
I
I
I I
� .
I I I I
I
I I
� � . . I I . � I " �
,
� I .
I : I � I
I I I
I
.
. � � � �
I I
1. I I
�
I � I
I
I
I
I
I
I
I
I �
. I I � . I .1 .1
.
.
I
I � I
I
I
, �
I
-
.
� � �'
�
. I
I
I
.
I
I
, I . I
I . I -1 . I
I � I I I . I
.
,
I
I
. . � I -
�
. I . I I
. I
I I I I � 1, �
I
I I
I I I I �
� I
.
I
. I
.
I
I I I
I
I
I
I .
.
.
. I I
I
. I
I � AM � I .
I I
- .
,
I �
I �
I
� �
�
I
. I I
. I I . � I I
I I �
I � I I I � I I . I
.
. I I
I I � I I
� . I
I
. I I I
. I I I I I I 1, �
� I -
I . . . I I - .
I , �
I I �
I � � I I
I
I
. � . I . I I � I . I 1- I I
� I .
. � I I I I I I � I —
I
. I I I I
. .
I
� � � � I �
, I I � I . I � . ll� �l I
� ,
�
. I I . , ,� . .. . � � I . . I . — �� z �,� . I., I 11
I
.
I I . I .
I I I I - "
� I I I . I I � � I I — �
I . I I . .
� � I I . 1, I I I I I 1. I I I I ll� . 11 I'll 1� 1. I -:11-Ir-, � I'll,
I � I I I I I I '.1 I I lll,sl
� � I � : I I . 1. � I � � . I I I � I 1. . I ,�� ,� �l � I
. I I I . I . I : .. I � I . I I 1, . � . . il � � I I � � I I I � , " -� �, , "., � �, �
I � � � I . 1, ,�,:. � . I I
I I - I I I I . � I I � I 11 . . I I I � I I I I I I I � :1 :. 1'� � , '. I , I �'
I
I � I I . I I I � I., � � �
I I I . I � I , I 11:, . ,
I I
I I . . I � I I I . . I'll ,,, � �
1, . I ... 4 �, ,� I
� I 11 I � � I �� f 11 .... I I I . . I .. , I "' �� z � ,
, . I � I
�. I I I � I I I 11 I I �' . 11 :
— I . I � I I . . 11 I 1� . 11 ',. ,,xll — I �
� I � . I . .
I I I � I . I . � �, I � , �. I I
� I �
I I I I I I I I I . I � � � , 1� I'll, I'll "I'll ,� I I I
I - I I . I I I � I 1. I
. .1 11 . I .1 11 I , ,; " 11;
I I I . I � � I . "
-�, " � � I I I I � I � I I - _,"...1-111 "I -1 ", I �, — �
I � . I . � I � - . 1''. " ", �,�,., I I 11 I
I I I I I I 1-1,_ , , �
I I - . , — I
�, "" � I I I -0:11 vn�'Ll , ,,,', , EE,',? .AND. � , # � : I -1:,- . . . . . . . . . "
" �, I , �,: E
11 I ,NGIN
.
- � ERA FF C EN � I I . � � . � 1�_ �__ ''l, , . ".
I � - 1 40� ___ , , / INEERS, . I I b " � �
,
� - �,_s'P�,_ , .. I I � ' . I -1 . - ,, �_� I
� - 1.1�%� �,,��, . � ", k_
- I � � �, , I �. �
__,::�, " , �,' '. , - — , � _, �lz�,
I.- ... ��l . � " _. I—' . I 1. 1� - . 1 � I ',l:,,'l._. 1, �,
I �11 4 * 11 I � I I I I . I � I I 1. I I - - lq�� � '_,, . �. �
� � . I � ". �"_ I
_�l 1`4,'A,� � I � I I 1. f--, " 4� 1 I_
, I I ..
11 �� �,k,!� �i -,�,,�,,� �,*,!`4,,, - r� " I � �:._ �11 I 1. 1, ':�I, -1 I
1- . '. I il "''J �,,,�� r V,_,, - I I . I I I 1, - . I � . ''I'' - 1 , "
I �, I I - - �-,i , I'll.,
I �l , I I I 1, I I � ,; � � �7 : ��%� ,:,* , " 1�1�:,�, , %1-1. -
I I ll�
'I I 4 - I I ORAWNG INDEX* . � -
,
-
-
� I—- I ", I I -
.1 . Z, I I'' -1 � I - . I .. I � �lli I
I 11 'm I I e � . "',
. �l t � I .1 . ". 1. '_ �. - - , �� ".. ` 11, ��
� ,� �_ ,�r��O'_. I YE R, C 0 N", T'I'NG I . . . . �,-,�,:!,� �,` _� � �11� �
1 -1 .,'_��,�_� �� - � . .1 � . I I'll " l-, "I 1-1
I �� _ - �, �_4 � I � ",,��i�_"',',:', -,
11 " .1 I,, � , I I I I '_ I I 1. I 1. .11 �l � I � � I I � � 11'11''z __., 1--, %:�":,'',- :: ,,�
I � :11 - I �,, 1, , _�_ _
" � 11-1 .
I I � I I I I -1 I ,�,� � _1 �'
I � I , -
I . I I _,�,�� - , �., % ,,,,
A I . � I ,z ,- �E 11 �,'�,:'':��; I
'�!_. e-. 1.
- I I I �;,�
I , -, � I
� ''! J.� 0 . I I � 1� :-",�,'�,_'�'t_l � ,"'', '.
, . ,III .1
I �: ,
I ,,.�, , , I � I . I I 1. . - � "I _1_44�
. , , ""
. I ID I I . I � l'11''_--l___l -
� ,,, ��, �l , " 2�, 0,"� �, " BE ' D �' I ; __,', -�
I
�
� �
I �l I �. � ; I ,�",: I FORD ROA I 11 �ll
I I
,. I "Ill 1. -�� 1, I 1. I I .� 111 I I I I - I . I I - I � "., ,
I � I I /ne"% . -A 11 - - 1.
I I � I l- - 1- � I I . . I I � �, I I I " _,,__,�. -11
I I 0, � - I . I , I 11 ,:��_, _,��__ ,"
''I I I � I 1,�'., ,� � .1 11
". I 11:, I __;� , I � - �
;_ I I I I I I ,. � _!,��;�
_1 I . I-- , , I
I .,: - *
-.1-11- - �� " . I � btD .111, � - I I'll �'. ''. ''
I I � I I I I � 1. �:, � 11-1
. � I I � �
I_, �� I ( -Y" NEW YORK � . . & 0 k0i I S//ZZ' 7 . I . I � I I I I � I 11_1-1.1, - I
� RM )Nt I 1, 11 1. I 1, 1, �'%' �,,Z�,�,�,�:,-, I I I
I � I 11, * I I 11 . I ,� ''I" � *. � "I ,� ��
� � -
I 1. e- ll:,�__ I , - I � I I _ I � �l 1, :, I.,
�,,,, � . -1. I . I � - .1 I _ I -,
. � � \ I I I � I i, 1, -1 - . I ., '' -
� I . � I 1 - �11 I � 1.1 I _
I � - I ,,, �, ",
. 11-1, - � I I I I I % I _ I 11 . , :': 1, � �'V_:_i"`� 11 1, I
11 11 � 4 I— � � I.. 11 -.11 , -.1 .�_,.,P'_ -
I �
��l � I � I I . � I i. 11
�, I -1 - � I .11 �, , � I ''. . �.� �'. ��- I
... I'll, I � I ll,'z I I " .11 _ "I''-,- I
. I "I _�'_._
I ,� "
I . I I I \ �.. � ��, 1� 11 _'. , ,
I � . I I I I I.,-_
I I � P/w_ / - I , � I"
I I I I I " �, ,,
. I � . I " I I - -, �
,I ''
� I ��l I � - I . VEIMOU170N PZ14N ' I 11 -__l. � . - . I - 1. I- : I I ll� ;: 11 ", 17 ,"
I � , I , �,
11, . " � I -, � � � ''I .1 1. . \
� - � I I I :11 I . � I 11 _,� '-
I - I � - -T ""I �!��'.
I I I I I \ \ - , , I I �
. I �
1_1 . _,�_ I :11 - I,.
I I - I I .1 I � � '', � . llll� : - 1. '11-1-
. 11 I � , ,
, � �
F . . 11 I I I 1�, �. ,
I I �_l I I � ". I -
,I 'I'll, � , . � I I . ��, _ I � 111- � � ���,�V`
� I I I -
I . % I I I i_ - " , , ,
� I I : � . I- --
I � I 4 k- 11 I - - I %, - I � : I "I 11 ,�� " � - -1 I. I"
q I I ____L� I 1, . 11 I - ll.� 1: I , �,_'..'111
� \ I .1 � 11 11,1:\�. I 1. � I �, .. I � �_,, , I I
I I � 1, _ I I ,:_
I , : d- "
I ,e� ,% I 11. I �,
�� . . . \ A�_�_____. -i--- , NI -1 _1 11 . I I ll� 11 I . �: �.�:��_ I
I I � -----L________, . 1 5P ZX.* Y-01/7 I 11 � �. I � - �'l � .1� �, -,_�
" �
I � �� . I . I k , .1� PZXN I . I � I I I I � I � ,". " - �
I
I
I
I N-1 - � . I I .. _1 � , , ` -
I I I � I 1:1 I -111,
l . � I � -r,- . � "I , I �l � � I I ", , - ."
I � � 1:1.,'' � � � I I I , , 1'�'_�Li, �,
I I % I . �, � I - � � I � --1 ,,, _�
11 JON \ \\ . � 1. 1, I .1, 1. ,'�,,! _-A � -, - �
`*_1 I I I I I '' V, 1 11;.,., �'. 11 � ,_
,
I . � , I
0 a . . , . I - � , , �
I I . _'.1
� I �, N�_,, I :� '. - . I _:- '' � '.
, 1-1 11 1.1 .,
I , � I I , 1-1 — I - I .
� � I . � � 1. I I
.� . I \\ .\\ I I .� \ \1 ., I . I 1. � ��'';_
. . I I I . I? _�4, , � ", ' I " � � ... I - , I
I I I � I ... �-�� I "
I . * I t , � I I � � � , � , I I I � � - � - , � �,��, ,_ � _ �,��:�,� "
I � � I 4 I 1 4 �� I I � - 1 . . I I " I � ,�� � . � I I � � - I I I I _��, --- ,; :, -
,
,,, � ONER: , \ � IN, 'N� � � I �l ''. 1. � I -.1 '' � "' -,
- I I �m � . L , I I I .1 -1- I I I I -1 1:, �_,�,�!��,,'�, �,��""-::�4���,����.��,�,�:-,,�,,�,�', -
I , �:.,: I f �, �, . -1 1. -
� � I � __ 1 _ ,,,,, � I % ,. � -1 �, I I I I I I - ___ I I 1". . ,.
- I ll� � . I I -1 : ��: I I . I I I I-, ,� I
11 , I . � I I . � � I �, ''
,
� :,� I � "�, \� --- 5P-2 C1?XV13C ' I I - - I ___� � 71_�'��1_11� ;:�, ; -.1- I
I I . 1, \ \ . �, I I ��, �- '' . '' ", � I - "�F -.�,
I 11 \ , I � PZXN _ 1 � , ,�
I I I'll _,� 1� �, ,_,:,,-__
� 111;,-1 I � I \ If I . � I . I 1. -1 ,� .- 11 _�` I "
I �_ I ,�� __ , I I I 11, .1 , .." � � ,
� 6 1 � - ,!.,�. �l I I . � � ��,
� I", 1-11Z �4i
. � " I __."ll � . % � I \ , . - I -1 I -11-1 "I . 1, - -- I 1, " �_j'.�',,,�-, .�-,-,�--,-�-���,��,�'',i�"�"-�,,, -
I I 11 ,, ,
I I /,/ " � '. . - � ,r� _ -, , , : ''. �,
. I I �
. I I � �� , : i,:.�;� -,��, % t' --Y , � �,�A , ,��l ,-'-�:'x�
I - � - . I , .11 ll*� I "�:, f- 1'__
. I � ' I \ \ \ , I - I I I � � � � . I � 1�11_ I 7
I lc_,� % I , I -11, . I I I - :,�,' " �_
I., _ -
. I., __
,�.; I . 11" -D ,,�:,- �� �1'1,�,,_�',,
�;,,,�,�, I _�, - ",
I * - 1.11 I � I ��l I `_, 1, , " * - , ., - - �'; _-
I . 11. I � - . ", � � ;_ I
"
� I-". 11 11, �,�, � I I I �,�: � I '�,,�� :,��"'�_.11 �,:,, �, _:_ I
, I z I I - 11, � I � _` I .':
� '_
.
� I I I �_: I � I � `_`%��'� " '_ 1.1:� ,'.,_:"�_��"�� 'j" �' �__� I
. % �� " � - . �'_�`J' I "'.1''
I I I'll, . I \ I 1, , 119A 1 �_,�-,:��l � �_,�:,. --_�i, , '''' 1. - _l':,,,., ,�Z "- `,lt�l '�
,
11 ' 11, \ a I I . . , 11 I// \ 1, � �
\ -.I---\ , I 1 Al % % I ,
I ,
I I I �. � I I v . -:,o \ .. i I 1, I ,� ,�� � � , , , � �', .� I � � , " ��.�_ , ,; I 1, I A t. I - - I I I
_
.1 � �� � � ,� I I I , ��,4�,�.,' I I- I - I I � .
I � I - I I I . I I I I � . 1, 11 I I , , 1/1 - � I - - I - � I. 11 ��!�_ , I I I I
t I � I 11 - I �� �, ,, � * � � ,� ,� , � . ", ,� 1p� � `` �,
� ,,-R-Eb ROOF FAR�M, LLC � � / \ N \ .j 6/) 7z/) 71fs ) YXN I :,�l , ''
-1 I 1, - � I . 11 � , c� I 1% �_____ I ) x � ,/ %% Ae, 5p
1 % / I I I _ � ... ,__,�,�,
I � � - ,_ - , I ,,,, -!�,,, ,, , �
- �: � I.. - - ,�.'�;�,:_ I,.-- _ ,� _,.,�, _,''
- "", , I, I-,
I .1, 7.�`� 1 2 - __ ll,�',"', _,�. ",_
1��_, .,
�
I '�Z'_�','; _:.�,.�!;, _,_, "I'',
--- _�,� " '' �'�l I
"
I � I � , , , I - ��, "'.1.
- , , �,'� - _*� ... � - -, � , -
# . I - , - , _:.',�', ,
I I �� ---- - ----------- o I �____�,/ A% I . I I I I �l -� �'. I �,f� ,`,,:_,��,�:�,,�'��, .,��__'-��� '' _', , , � \
I " / I I lzD\\ 1 4 1 I I : , 4,"',
1 - --- ---
U 6, I 'I'll P�lom% — , I � . � , " ", -- , - -,:,, -
�l lo,%,��-,/vo% ) \ _ \ _._______�, -p \ �. 11 " ".// \ ( I I � � 1. . ''. I". �� 1, , "" - -1 -, ,-,,�,�,,��",�,�,,,:,,,,,�,,,,.',-,�-,�,�,��,,,,,,, ''. 11
,
�, o \ I �' , _��, I " - - , ll,�:_,�4,.,Z;�_ . � - �
''I , __ __ - ___ \ \ I I 1. :, 11 �, "', .,:�,__,`,,""_1_11 I _�`:'�, ,�;1'11 _�,,�,1111.. 1
. I , I __ ;i. 1, .,
_. ___ . . - I'll, - .", .. 1. _-,_r I I
'. � - - ,,, "
'. , �'_ � "'.l.., ��_'
- __ __ - I I I .'', �, 1-4 �,�,::___ , , , 14�1, 1-�-���",:"-,,�.�,"�,��"",-,,,,-'�-r�.: -
- . I I - 1: 1�1.:�,_ 11-- -, �' '' " 1-1, I I I -�,,.---,,�,
- I . � I � , ; �t '' `,��'k_�,i _ " -
I I ,-- --- 4", , \ � / , w ",, 1,7 I 1-- -
� � I I - , - lZI I I 1% I I I I � . " � _� , , '' �:o�l, I � ." �_�_�,,�":�, ", ",
_. � _�
,
�,
I , � � I "';_ �l �.,
I _)�_ I % 1. ;, � � ,'J : :� �,L ,
I I - / % I I � 1�i_l 1, :_ , ,���,,,'�,',,,,'�,��,,,��,��',,�,
I I . t �1, ;-_,�
11-1 -1
I lomlo , I - _ 4-,��, 0._�2.,_
1
11
I � -11
�
, �S"
I :, ,, ��A� I
,
I I - ' � �,,',76o�.' 1�_W 11 � ,,� I I _ �- I I _11�,�,`._l - ,,", �,�;"
'_
.. -,
- ,
, , I . -
4_ ,
, " - -,
;�, , , �, � I -, -
9 I A , F, � , ��,',�, , � I , " , I " , , ,
: : , , � �, __ �, " . �:: ,:, : ,`,";:-;,�': � _ , , ,,,,,, -`7", ��' ��,i��_,,
,
/:" � - ��, � ,Z� � , , - .� - - ,� ,� ,", " "�� � � �� .1
I I . - I , "' -, , " ., , -�,L , -� -,,-,,, �_ � __ , "j,
: I � ,,- , " - - , , " , , ,,,,_�,_ .,�,,,, ,,,, _� �� ,
: , - U,
I . 4 I , i ; -, I ,:� I , � -, 4 � �, , , " " � " �
A!t 41f, . - : I 1-11 \ , �, �_'; I �,,,--j�:;�,�'i�',�,,�:,. �� , t ,-:,� , , '' , -,'�-- ", -, -, �
,
4 ", I
�, , " ,l 1_1�,�l �, , � "" �,-, �',,,, -, � �- ,, , "',
I � �, �l . - T tft I .... i.' ,�� - -, ". " � I �. , , " �. �',,'�, - ��, �, I'll T,� , - :j� , , , '. � ,�
., . , , ,,:,
, �;� ,,, I �' 'i�i',
-� . :" , , , - ,
� i,� ',*, "" , , .
,�, ,�;� � , , `��i',
�,�, -i,� ;;', "" ,�
, -
, '. -
-i� ,,,, , ,�,,�
,
I'll, �� - `�',' _",
. � � i . , . s I - . . I � . - � � I � , - , I I -� - -- " 1� � '�� _""; ;;��,
z I L-- . � � - � " � , � , .1 - _� " , �_ , , , ,'.,, :_ ,- '�'__ - � , � - i
I -�___ , %Z) % % '. .1 I . , " - , � - , ,,�� r,* �- -` ,,,� _� , 1 I - , - � �
_4 WN THROP PRI VE ., -�, �, ��
I ul- 7P XONIGSBERG L�)_Q I ____l I \ * -- I - , '. �, 1. I
. I I V,
.1 IV K� lz� I- \ . � , "", ,�,
__ or_ 0 " — , , .. ._�,,, , " ,
14-��4 ��_ I I 1-11 \ \ I I 1, -, ., I � i'����--l'���'..'�'.*����""-,-,i,,-",�',.,'--,"-'��r�z"!- ���-�,z',,,��,,',,,,�"",��",�. t ,;_�'�,_",._,,,
- I I -------- _-_1 , . - ___ \ � A , , , ��",�, :�;�,�, -, , ,,, �
� , ";�,,�_, , -i�.,, -i�
, - , -, -,. �, , ,
- I I I I � P11Y0 N I �Mv)w ,�,,"�5�.�""'',"�,"��,"�;',��,,�, _11�%�;_,,j�� - 0�1�
I ZZ " i� . " '' ,,_�,il " ,,, ,
],��%,e;; , . -1 �t�
, ll__��e "
_1 . �,
I—" , "%� _r____ ________� " I.-," AF11i , , " ��l ,,2"
,
I I , .1 - ----------F--------, � , - "
,
,
, _�'l " �,-� "
�
- -, I " 1, I I , """ " , , """"' "'
, , - , - � , ., : 1�1 li",:, ! , , '' - -, "I ` . I _`1�1' ,� , ,
.
-
� I . I 11 -1 I , I , ;' , �', , , - � " , ,:�,��`I",` , , �, % , - - -��`,:_:-z , -t"', ,,,,,,��i, ,�,,,--, -� , I I ;
, ,
�
. 14--.; 7 / I I , � , , ,_ , � �, , , �r � �',7;,',
. . I , t �
I I I . I - � I / I I I �, I I ' - , , v , , , ., I � I " _,,,��;,�_. , I 1�111_�_�� , �,� " , �,*,;.,�', �, ._�,,
I I � - 1: �� z r V� ."-, I � �` �� -
� ":, - -1 1:1 __ , , , - , , I I kx,,� ,-�Vf- ," �
� . � , e , - '' , . , .1 - �:"_._ __', ',��,, �l I
I
� . � I I " ,� � � ,�', . I , _", 1_�,�� :_ �, �, � I � � , , , - * , ,"', ,,;" , .11,�_ _11� - " - �� I 1�1`�`�l
. ,,.�!, , I . �,_�,._ , , , "' , '' ,
I I ", ,� - 11 "I , � � ,
, I . , _ ,
I � - , �� ��,,%v._l ,z_', , , , ��,�, ;1`4 ,� , ,,
� I , I � � 11 � I .� , 1, - , , ", , "" - " , ,`� "��"%,�,,,- a " - ,
� I I I I , I * I I 11 - � � - 1, i I � , �l , I '1� I , , - ""' , , , , �', * �; ____ " , , -,, -,,, � " � .1 �` " -_ 'J, -1,11 "
, , Ile �. I I : , I / T 1, / ______ — -- — -- � - - __�\ I - � " Fo , , ,
,� - '4_� �, " - � �l UF -_ -T-------T- ---------r-- ------ "'e," --- " I \, P,4 4ON-,4 "Y , , t
I , ViN � OLN VEN S a I
l,,-,"d,C A i ,� ...", . 11 � I I . , 11 � �,,� I "RA
:, _ . I I I I . 11 � _ I I - , A�',�Q��.�,.�� , i , , _�,,,�,�,-.�, ,-.:
. � - - - ., , "' - " '�,:,:"'_',,;�,� ., � '_ �'! --,��,,',�,,' _-,�,_�' � ".1 ,,:, -, ,,, 1,�
I � .'' " �,� I �, , .,��_1l'_l_"`ll'l"ll' , . 1, �,�.",�",-;,�,,'��-";"��""",�';,��-�'ll�,,�li'.""I I - ", 1�'.71 1
_�
I I � \ I I i I I I I � �A I I " I /�"\ � � I , 4, � , _ , '. .", . ,,,
. I . 4 1 1 1 ,��,,,,. �: , , "::," _ � , - , , '. , , N, , :: ".,,, �, z �,
I I I I � " , - � - - I - I � . � I 11 ,
II , . " , -1, I ,; ; � 1� _, � ,, ���l< I " , - � , ", ,
. � .11 � : I 1� , �� 11 , , I , , , � - -
I I - . I I I . I , , � . . I , �_� , . , ; , , � ,� '. 'b
� I � � I I I I I I ,�,�, , �;",� I I I I , I I � I _� ` �� , ", i�,,` , , , . � .-, _ . , . , ��', 4 -l, -�77'. ,
Vr� . , / I . . I I � �'ll � �,� �, , ,,,. �,,,,,��; -�, �, �� - - - � -1
I 0 0 o -- I iL_ . I-, I � . : , � , - I � -, I - - , �1' �, , - - - , -,
I � UL I iul % I I I I i I , / 11 " ��___ � , N I , , 1, � I � , , ��,, ,", -, �, , ,� , , , , ,�, �,,�:, � _-, -1 I,, � ,, �'- � --j , " ',,"`��', _- " �,', "-t,,,--. � -� '� � "', -', 4�,,' '. �, �,�',-,,',',-_ , ,,,�,,,,,- ,
CA 1�:tl -, - �, ,� . , , - 1,1, I � I 1� I I 11 - - , , , � ... . -
� , , - I , " , " "I
�_ �� �,� - ,
, , . :"i� , , I �- � ,� � � �0 , ,� _� �
I �, , , , ,
I 1 14. , , �;!, � , �'; _� - : , ,,,, "' " � ` ",--, , - �
I; I \ I I � (T-- I lo� / 7r____l t I ,, .- �, " :_� , �,.,r! " ",",",
-1 I -, I I I - .,�,, ,,� , ,_ ,,,� , -'ll , �", - _ ;�� .. ,
,
i I " � . � � I 1, I , � j �� . _ � , - " - . -, "
, . , - , _ � ,�� �U, ,.�,,,,- ---,� - "'
V A, , . , " , - ,��:�� � .1 , - -
�
I � -1 �_ "'. _ �, . , - , , _ �, .. �, 4 " t, �i ��,,,.�� , , I'S_
I - - � , � - - '! 17 , , I � I , � - - - �', ,� � , " - 11 I � "� -, -, ,
- I
- - , . - ,
, I , " �, �
I � ll� ." ,�� � - �,,,
. � , I , -1 - � �, � , - -- ,.,� - � �, �, V , ,,, ,�! ,. ,,� -;_.�
�
I .Am , ,� �_. , , ". , " - ':,�k�, � , ,: � -,: -1 , - . ', � , - , " - " % �
I - ___ �, � . I L� _t_ _�_ CAD � , �,
I � I t � I * � � �,�; �i �, , �_ � I 1:� , , "
� � I I e I � / - i ;,� P ,:,,,,, ,, _', " , ,
I I I I L 0 il : : � 1 - ---\<, \\ , I , 1�_, , , I � . ,� �i.,-.'.�,�,,,,,,,,-�,�-,,���,�.,�,,�,-�,, �,� ., - , " ,;�,
� - - R OOK / / � : 11 I I "I ___ 1���,_/ I I BERMI E r L A NE % / ". \ \ I I I � `,."�'ll .��,!,
,
. �, I., - . ,VILLA 1"Nr, nr ., NEW YORK � \ - - I I I # I ____�, � � T 1 --le , , I % \ ___� - � '_'! 1:�,, '. �"',',�:_ � I ''I'l-,", , �, ,,".,�_�, , - , - - - " ., ,''
I I I I - � I _ ',�l '' � , ll��. , "'�'. � �, '' - "", , '', , ,
,
' �, , ,""', "U. ,
, , , "', "I ��.i�,�:,,,,� , � .... .. �, '' � ,���"�'��-�'n",��,,�""t���r4,,�,�-",,�,��,��,
',�:��t ��_l ... 1�.__ � - � ""A �� � - , '_ � % "" � - , '' _.�_
,,,, �, � , - ll� �__,_,._ �l ___ , -
I , _ '', �t� �__ , � - �i 't --;.
� % I ,. - ''L, " ,v `N�`11;�_4'.11 �_,� - " _ , �
I I - I I - _,�'. - I '"' ,,, ,'� �,;�_:� _ - _��-`l �� - 11, `--1 -
I I _�__ , , � " �,-�,_"�,,,_ �, , - -k - � -I-,,---- - , �. .
, ,
I i -- __�,"_ ___ __ , ��_, ,0 ..".- ,��,_,,
I I I . � � I A �.-, , 1, I !��",� -:3, - " �". � _._
� � � �,
� I ,,�_ , , , , �
� 4 . , , , "', _ "''K, ,
� I I I � i � , � - _ ___ , , � �_ __��_ �-
I I � - � . � I I I L_ I I I --t- _��, // " I I \-� ------.-_ I ,.�N itl.�f %5 z , � / "::, "I �* � �` �_ � ,,_ � ", �
. . -, �1. ,��,__ �
. , _1,��,�`- 1� �,
I I � , , i;�',"'t��,,,'�.!,� �,: `,�,� , ", ',�. I �' _�_, ",�. '' _t � ,
I i / --------, � - I �,,.,- _�� '��,,_.;, � �
I 11 '. �, I L, .11i, ��
- �_ - t_ I
I '''' I _,
11 ", '1� , �:-.'�,,,%,�� '', �_, ,-, � i ;,, -, n�:-
-, '', , I �:� �__,,'_' ,:�, -,.- ��,,,� " '!v, � �
I . - -
,
1, - - Z.��'4�,: �
I . I - , ,J;�'. `�,*�,:,�, � _�_, , . . - �, �` 1�t4� -- �'�l ��t -��,-,,�,:;,,'.-`, �:,
I I I L�l� I -) 11, . \ I - , , ,-.'�i,�,�,�-��4,�.���2-"��������,�,�,:,-'!'-�, ", .
� I I I IV- t zi TA
�
I I / , � � -,
-1 I
,
I . . 1. �l '_ �, _� ,"', - . - ,,:. � ,". 1, - 1, i� _ � ,,J�
I I ., . : / i / I �� � .� . I I " , �,-,',','�,�,�-,��,-�� , -, , �-\�,,� �,�,.-,-� Y_ - , f";:",;`�-,, _,v',,,, ,'' ,, " - I , , �, �, " " .,.,
,
I I I F____� I . _�, _,S, 16_ . � � " I ��A-,, ,,, ,� _�
I I ! - , � I I ,�o _,� , _ . : I � , 1. , " I �l : '', ", , , I " �- 1 ,� 1'16,�, , � , � �
, :1 , , . �, - Q , , , _
11
I 11, .; , , , ,� . ': � 1 '14, ,�,'__ .,� . � - �. , ` � , � , .
I . - , , ", 1�1.� , "."', , '"", 4A_,�_',. _ -- L ", � I L .
". �l I I I . . I . \ � I I I 1-- _\ ��\ , . I �,� � " �'! � I " : , �� I ,� " .� -1. . `F� �,�, " - . , .'- " �
I . � \ I / I 1: ��' I: :., � ,
�,� " '. �, , % ,,, , ,� � ,z ;� I , , -- - - �,;�,�, , . :
I I I I i I I i I - / " � " - -�, ", -,-',�`�� ,,,- -��, -, `,�� , ,
I I . I . I I .
�l I I I � & - I I � / __ ,� . .1 I 1 � , '': , -, �- ,";�,,��,,_ - � , , , " ,
- ,
� I � � I i I "s . I � I , ,. 11 � I I . ,� 1 : !'�,,_ I ,� ': ,-, - ,��: :,:i�,�,,,,, , � t, , � ,; , , 0,'�� - 1, "'
� � � I ; .1 , ,; �, �� -,��,,�, . I. - , - , , " ", -� - "' .., 1.
- . �,, I'l," �,� '. �- I - ,,�e,�t' 1� 11
, , , �l ��.:_ , '� � I i_,�� I 1, n -, , 9 " "' -`-I--
- ", �� "I - ,* �': � ,�� I
I " � " 11 ,� "" .
. t" _p - I -1
I � . - I I I � 6� � , ,�� ' � -� � ", %�,'�' , - , , - � 11 ,_ ��, 1_��,-�`�;V - ,�� : 4, 1, , 1,
I I I I / 11 t � o o �, � ��X\ � q I � " " � , � , " ��: " ", � �' ��.j,� - , , � " -- 0 , 15, � , , , ,l ?"`M,�',"'�?,;�
I . I . I : : I 1. , � 11 i� , ^ , , - ,. z �-�,,�,',��,,,,.',',.'�-,�-*"""-"-.- ,,'�', ,,,��,.,", , w, - "'
I
, � I " , " - , lll_��
, � , . "' , " , �_�;-� �, �
I � I 4 I 11 / I I . '�__ ii I I p I ,.,',�,� ;:,�"','�, , �,,�,� .`4"--`- " �', .: ,4 ,
� � I . I I I I , I � � �` � ,�, _�,::l 4_"`� "' , 1�_l I -, � �.", �'ll � �, �� . ': � � � : , --,, :� -,�:,�z-,,,,���,:�,,,,-","-"",', , ",", �� -- ,�, � ,__'� �1�11 �_�,�_�I_lil, ";ll
, -,
.
� . � I 7 , ; - - - ' - - . , , .-it',-, � ,-, �'. m � ... , -
� I I . I . I -----_ I : I i � / A � V! � : I � .1 - �� ,,� � 1 , ""Z, � - _ , - ,� - I
I A . 1, . I I , - I , , ` --:' - .. , , - - M�,
I 4� ' `� r , , "
I I � � ..*A� - I � ,� I . I I , � - - - , " , ,% .1 - � , ��,,�,, , ,,�-V, ""', ,
� � I ...J. * j - � - '� '5,' g'�"�'� �t " � i 1, , ,�. ",!� � ."
I . ;l 'il _%', " ",__ - � '. - - ,>, ,,;�,��: Z,-�,,
, - 1�.l � � :��
, _ 1� � . - � -- , - , _:�n _�, - - , 7'��,.�,',�", ', ,� ,�, -%�.t�_'�`, ,
� I I I � I I I I - , , , ,,��l � , ,4,
,� I . . I I I ---..-..L. * f 4 I : , , � ,i - , - - , ,r"', , - � I � ,��1�11,'l a .."',
� ____� , ��� 11 1 , 1. I / %.00V � - fx ,,,, ,��,_,..��-,-,i%��',,,,,,� � �;, - - �� � , - ,� ,
i I * I I I � ,jp.-.6 ,�._', - , - -
�____ - , � I \ 1\ I � � Z�� � I ,�""I,�:�,�*,,,�-,-�,,�,,,��,,,�
11 I -- �. " _�laft ...L....- I , 1. 1, %I � 1 410 , �,�, ��,,� " , , ". "�",,�,,��-�",.-"��"::*"",�- ��""" '4' 4, , , " , , , ,
- 11 11 I . - �:'� ",", �,'�,:, � , � � � _, - 1� - _ " '' "-
I I I I ��,, � _. A ��` � ' _��, ,1;� ,� , ,� - q - � , �
I I "'. �z ,, -11, �
, ____ I � � . � , , , , '�:, I , c _L"T, - --
I -1 I I I - � , ., , " �l . I �11 �,",_,�q,�, �_ -
* I I . I � - 11 , I - , I -r, I - -
� . , , 1 1- * , ' '
, :� - I -- 1,',� 14*t;,-�_ 1",' *
. .14, ��, ,� , � I I � I �,_
I I : I I I ,", - _ - " , !,_�.'�'� -T. __ __�� _
' � , . � .�A
- , 'i
I � , __ "' - X - , , � -,A'11,
, ,
, ;4 I", ", �, - �`-, " �-�,j,', 1"'; �_':'�)` '� � , , , , . � -, � �1.11_ - I
I . I �__L '��m -40 I - I - - - �. .4 / 11 - - - * , , " _ �� ��' - ,� _"%" ",
. : �l 1� ��m.m..ftw - V , -,�,;,
. I
I . ,
. : ,714� ,
.
- I I I I \ I I : I i \ \ -Mwwmwm� � - � M� � .-L..�_. i , , , , � ; �' � � , ,;,�--�,,,,_l I'L-l� , �V
I I I � I I 4 -7 % I -- I � , 11 , __ - � I ,�, �: I , 1 I �t j6"'* 1 - �". , " , -'.'%-.'
I 11 �1� � . - . : � , -, ", � , ,,� - _"� 'V"",''.," " �
11 � I . , , , '. I I �,� ,
I I I � , � I , - , i ", , , - , , �
, , . � , �""` �' "
I ,,_,� 4,,!:, ,,, �f_;,W�
��
�;" . t ,k I 1: ,�' � - , , -1,1,9- , - � __," " 4,i,'L� , , ,
� I . , ,ti � , , , �. - , "
I I . % * \ __v ---------- � � , e�� : - - �� -� _ , -t"F ";,��i,� � __ , ,. 4 " "' �
I 11 � I I .1 � I I ... P.. � , � � I , , , � �Y,l, ,
I I : I I" , " , 1, ;�_:` � . -11, ,� � "_,", -� " � I � 1-11, - ,
-
� , _1 ��.�l .f, Ir I .�
__7 . ,. I I I I - __ '' '� , 4�,�
� I , * vk -: ;�,�,Y'_,��'l _,_llo , ;�
I I - , . , , ` " , � � -"t%
,
I
* i I . , , I � -, �l , - �` I , - �' �' - , 'A , -, �;. , 17
__ t I � ------ ) ( , "' , ,''� � �:
, �
lll�:�,.�,::"" �,,�,, ��il�� - ,,, , "
; I � _ n,�� " " ':'�'_Z _4;� - -
I I I � I , � �, 11 r�'�:-, ---",��- _,,, , -- 11, - � -1 � , -
I �
�
. I 1w. I I I �t � " - 1 , I I I ��, - , " - - `_._�` "�.","'!�;' .' " _ , , - � '� _"',_-r,. -�� " ,
/----I I I , , , -,
I �� .... .. �,��,,' -,,,�"':_,,, '_ , ";� il�
I i \ ,�,..,4 / � . . 1� %..;f 1: - , �l " " `� , - _ , _�,v�,,�,F, , � , , -*� "'::��
::: I 4 I i � . . � _1 I I IA, , I ` ,� ,�, , �,� 'T , , , �� I ... " ��,t;
- I , , : , I I I �'_,_ . I ;: 1*1 lll_�_11',,�_,* _�� �_, ,�,.�, " ��, -, - - .:'_,,�,, ,
I I - � , , 1, I 1 IM%`,� , - , - � " "'
,
I � , .- " __ , -
� . - , , ,- ,
I
l
� " ,� - �',' �w I -, ,� �$"-,-_,
___j I � I I I , �" �"
I ,
% I ___ - L_ 11 I I . I � I � 4,� ��. , ...... "' , " � , 'Z-", � _',z, " ;� - -
I I I 11
I k 1\ * L__ L t , � I I . I - � � � - -, - ,
% %. I , - , - � ,:':,� - ", i� J,- - -
�, , � - ,
. : \ I I., i I I I / ", � _
� \ t-- __ I L .e . -a-- I E� I I / � 1, �', �
- : i r __�___ - - "'
A : � \ , ..r � -tv
I . � '_',_,��,*__-,, '' ,�_
* . I ( � 7, --� � �'A", �"_
. q, �,,��., ', i,
''I �T�"',,',,'�
I I I I i , -
,
� I . I 001. \ I - / - 4"*-\ -%I T ----------- 1 f--------1 I , I I tl 4cjD- , C vy�,� ,;--w�,,,��:�ix, -
,-,.::, I U 'N 1%, \A% e I I I- -3 I r ---------- 1 __71 J F����_ i , 7 , � Y, 17aY I
) Ak __ - 1 7 , I I I � TIM , , , - , , - , it. i�� " -, ,�
� ,
--- I I , -,, J ! SID11 i , -, , ,� ,-�,',�� �`�, ,,,,
- - ''
� I \ I � _ - , � � , ..�,,,�_l I � 1, " ,,T'�:,�, . 2
I I " , " � �,,,,�2, ".
.,5UR,VEYOR \ \ \ 9 I e --- ------ e_ I , / ., � __ , ��,��,,.l I
� ____ i oto t 11 \ / ..;,""� 1'�, . ." : 1,1 �, �, � �11;,.'_l �:,,�`z�-,, � , _�'
. � I � � � ,,,-,��-,-,�,,,,""
� . I I - I 1, . I ,._ Z. �� ". � � �-, ', �, - � " �
. - I
I . \ ___� .------In I - 1$ "I'll \N / I , ", ,�,� _. , ,_, ,-, "' _ � X
I I � � ,"� - � �'l �" -11, , ,
I i � 11 11 , - ,� :11, _,"_
. I - -I.., � '' I 1 ,_X-'-'-.,�,,�,,:
. I I I '�,!" �� ,, i�,� X"
" I " , - ,� ".,. _; 11
I I -1111, ,�- -,�,,��_ - , - � ll� � ", � - �,
� � .- � ,�,'Y�_: � - "', 4--,",
I �f I 11, - I _1:oll_ _,�', _,,,;';_,
�.,;'_l,_'ll;l','l �_;, ", -
- I N / � I . . _'--%,!-,,,'.,: - -,-i,-,__
I ,\_ ,
.. ''I, s 11 _e___ /., I � J� w , - �",q�,,,���.�:��,.,.,--�,',,��".��-�, ,`,,`�,4_ ,_-.1
__ - , - ,�,���'t��V-,� I
I \ \,,---- , / I 11 , - w � - �'. , � , � ; -,-�,I,;
� -, , �_4,_-'_�,�;,,,,,,�;
I i I %11 - / . �� - �'_ �, , :�_t,, "', " , - ", '' -, Yi
, � , '�',,_ "" , , _
I ''.., 11. , �V �� �,.;,. ,��,,_,_"T,,� ��,"� 1, ,- -
-_ - , I �' 1. , - �� _;�,�-, �` �,,`�,z A__ ,",,,�-�,,��:�"":,�,�',�,,,�,�,!.",. -4;,'' -,
I '' � �.
""' ,
,
,
11 - ,, . I , I �
.;,� ,;,'�.Z;,�,�'.' 1.__-� � �,�,, ��, , , - __ -
., -
� ��-,_1_11 � -_�4�' *,"�."".,r :,""',", - - - , ,
,� , , '. - -
.1 � � . , � `
, I r! "I" - -�� - - , " , ',�l , , f, ", � � , . I " - I , " - " �_ �1111_�,��Z,,,�,",,.', ;,; '� , .-.,�,
" ,
, -
, , " "_ -, -1 , ��v*�',,, :,7X,'l---,'.`,� , � __ I I I I
_�� � � v...., .1, -: - � �""I.,".-r���."""�,,--"��".',
� �,,�S�-�
" , I � _ � - 1, ,;, '�` , ,
,� . , : - _�'l � - I I � - i , �,�,x, , -,' .- ,��l "._,�'l """, I-", 41, _,";_- ,:,� � �. -,�-�""- -�,,--�� _� � � ,, g"', z
- - -�>, - . , , -� ,:.,_�,��,,��! a��,,,.��',', ,,
", , _-Z-', ." , I I
�1*11"".�I'l�":*"�""I'�*'- - , ?#_ � 1;,� ,- 11
,:+,.-;,"�'-%,,'.'6 .:" , '. �!o�_,-iiz,-- " , , I I , ,,, , "
��""I."�'��l"*""�l""'�-""�,�-*, , � I I I 11 � . � �� I
% I "' ,_�' ", ` �� ,, , _ , � , , , ,� - _o �
I 'I", _�_ '', " .
�,_� -_ - - . � �. :� �, fl�:��,7 I
I NNIIVINIV t" I t" �,-�,,�--�4,--.t-,�.�., - , 1, , _4 �rl "I - , � - I I
".:-,. .�Z_ " - I " - - 1� � , , - -111. , I , 2 1, , '� � `,��,' , - ,
__,, - i ?-,,.',l --. _-, ______ I � 11 I ,k I I , '' - �\� ��, -�
, �' ' , -
; ,� . ,- , .�,��-��,�.���,*---*.,�,--�,�"-, , , � r, �lli. w I � - , � , " , - J�
It , , � '' " , " "' "' "' , " -, , ,�-�
I " �,111',*"�l ",', ,, i, - � - -,, I I I , " � , - A�, r,, 4-,' _��
. I I - pl, �_ :`1 ; I I I:r. -z "�
I I I � "I '. �,� , . , � �'11��l I Z "'�', , , "
- - - i I I I I I � - �. I , I �. "' �' " �,, -, � , i , :!
% L�_ ��,, �.,,��- - , , - � I -I � � I - � I'., , , _111;�� .... ,,,�:,-::�� `,I�,"�"',
_,
,_�,�,
% I " - " - " , � -1 � ,
I I __ _ \ I __ - " " - I I - 11 - �N _","-,�, ," " , , . - _1 � , , , ; ,,, ,
___7______ ., - , , ' ". , ,
- -."/ I I � 11 �,� � ,' `,11,1.�111,__,�,�` , , , "'. " _
� I -I---- -::Tl t-_____; --.---- I � . �'l I I I -11- � m� I -1 , , ''''" -
I I I . .1 I I � I �_.'�, 1z, -
'' . �, ., � �,,' �_ c, , , , ":0- - -j"�'�t: -,
- � I k/, 'o- I - - - - �_-- , 1� � it I 4,111 � ��_ I , _,___� - � � `,�,!�r��_,, - �,� :�:�
, �6�'T,,��"' t-'�' - ,
, ,
\ % I I ,z� , -�` -,*,',- -1 - I � - " , _,"',E�1
. ,_�, ',��'��,�:,-"-".,-"�',�-,-�,���,, �'
� ,
I I
-,-,.,.,� " , ,,, 11-1 - `� - �_:t ,��t` ,�,:,�z -
AVAM �� .� I " � , - - " �, i " I - 11 I.
,,� k-�Z.',� , 11 � ,,-, ��,, r"', �,-:,., "'', � �,7',__,� �11-_ -1� -, "_ , __ ..
f - _,U`i,,,,�,,,�� � ."
41��.,�zit"�, N.-, , :1 ,, � �, " , I
,, - � __:;,�� "
�� .,
I / " ,�
-I ,� �_ """"",�, I , � ',_
I " -'----- I // I I 11 -'JO _'l �,� � I _ .,;, - , _,'
-- V:172f�b�';__�,, , :` , - - .,
� , ,
, \, \ 11, ..... ,�_J_____ . . 1 \1�4%�__ 1 L-------7 - t "'� , , , ",". ''� � ,
1AWS JP KAZKXM ','. , Z _
� , < ,,
I I , ,- I I ___
I I I � I � -`�,��r7 � -_ , - , � -, ,:,,,,�,O,,,� - -,��'':�,,� -_ , �__., ,
� I . I I \ , , \ s no 8 ," �', , , �. � -, �, � ,." -,
� . --- I #VxrxworAwmw I \ � \ -".- " ............ . . ... .... '' \ '* - , - � I I - �:�:�.,, ,.:_ _',,_�.,', "S ,'".- ,�, � _�i
mlow^*W / \ 014v "(9 � � . 11 '), .. �
I
If .� � I - ,. � , , ,� , �
� , , ,
. e��,,� 'I',,
,� ,,, % ". ,�'')�""���",.,��l"z���l,,,�-�!�-�r��,,��,-����---'�
. - �,,�i�� , ;`�z,��,
, 1� " - . �_ � ��,,�_",_i "", - I �, - , ,,,
, � , , - ,�:,��,�'I'�",�'���",���,�l";".�.I.�", ��,,,, I
I I I'll, I � - ,- ,!-,-`�,- - ,,,,-,- . , , !�!,`� - ,Z� I ., I __ -, �_�,; - -, I 1� � , �_:, - - � - "t- - __
* �,� 7, ,-�:,_,,,,'--',;�, ��z, , , � � I I m . . � - ', " � �_ .:":�_�,,. �,
I 1� ;, 1, I t �4�1 .1 �, I I I - ":,",�;: , "I
- � _ "' i 11 � I I - I I I, I , � 1_1:, 'I'l,""t" �F__,�.l " ""'',"', �:",�� 4
.11 I I 11 I , - A �
''I I � ,
I I I ��, ,-, � �-
I � I "' , ,�, �
...- � �� , � . , � . ". ._,;"`l,�'l*_ � ill�:,.",,:�,,�,�""I"""��'���,�, 'r -.1 "
- #4 `v,,;, �-�-,.-.,�,,,.,---,r,f,�,-,,-,�,,,�,.��, __--�__ f I '_,�, ., ,". ,_ . - -�,.-�:,������',,�,���,,!,�i,o�,;,,
I , �-��, ,.: � '' , , , �l " - r
, -,-,. :,� , , , _' �' I � � , ` , , - - �1111111 4
. - - ____ -I----- � �_ ** S-, , ?': 10 � -"",",`;,' -4 � E) . I � �, I '' _,'�,'�, " ,,�
-
__Q / �� -1-1 ,�,;� � , "I
/ ,,_ , � _,'', - P�6 ,
I 'ENNETL-J B# QALZAIANN, LAND SURVFYOR ,.-. I ___;,x` �! �. - -
� \ I '190, , ZT, �� I...;f CONS -IMM
� K %.Off % \ I , 11 I � C17 , _.�, '11��!�rl_ -:�l
. % \ - , I . I ' ,,.,,-.,,t , - - :�. ,; , ' � , ,,��'-'_ IvIn
I " �- '' -�-��'_ 11
'?, I ',` - , I I � I I " , ", _', " �, "
- � J# or �'��'�' _ -_,,
, I t ; ,--c-\ ,_tt I I I I :��, -,,,��_-��"__15_1�.
1, - " -
� � I I I * 11 ''l- l.'4,_ -'ll ll_'
. -1 I - 7_`�:`� ,�,,',�_ - � 11 -
I I � �_ - '. - 'A / � � -,,,,, � ,� __ � - ��., ,.-,' �: ,',,:,,, 'I.: - -11 1�:k,
� I I � � I I � I -, :,� �,., �,�'l ,'_":��,�`_""- , ;$,
. ,� � I
ll� '�f�,.f � I I , �--: - r, ----- -1 /_ - I I I , �
- ,", f
, � I ll�l 14 I , , I
'k.//-1 r . . I '. I I ` �---,` - *1 " 0 1_'*� 41�1 , �
I -I --gi I r---- - ---I I r--___ - ')-- , '� , 013 / ,-
% 411;jlf'-"'_- I _ ! I , I I ; I I ; / � .1 .1 ____ _. / � I I I � I � ��_�� I I ��', , , 'A:: . -M -
- 120 BEDFORD Rn A D 1, I I t� - r--- --- 1(9i %\--- \, :.",�,',..,�",.,;,.i'�t���,',;"'-.,',, , 1211 i PROIZZY ,
X- 11 - I I't, L___(9___j . I/ ,; I / /L___ I i I IfOX0 . � I 11. I �l I � '�� _
� 11 .Z.Cl N, 1 -7 - - L - , . I �� I I � ,,, " , '�,
I / � k -4- I , ,��--,:, �C,,,�',:,,,, ��' �
:411-�, - I �, 11ti ll�� �,'
I I " _;_� �.*'. , - _= I ; I . � I , , ��, , 'I "'i"; ,l , I -
I � � I � , - � , "'' � � - , I " - ." - I ,� r ,
- � � I .. - L -_ \ I I ,. . I .1 I -, , � : � 1�*, � ��
I 11. �, � � ", ,,.� , . I . I I
N J$ 1 1 f I \\ / � , / I 11 / 11 �t I �, I � I ", . 1, 1,1 - :, I ,,� � �r , , 11�e,�_, ,� I I �11 � -1
--A 1, " . _.. :_ "', I I - / __Z4 1 1 1 11 %,�,,'� � , I I � I I I I � I I I I �11 - I �, ` .
I I ____�\ I \ \ rill I I % I) - -4- __ 11 - � ___ I N - le I I I I . " , , , � I - �� � �, �
, ------- ,. �: ,1-1 "I'_"�1 1�_, ,� ,,', , ,_�, �,.�, - - , - ��, 1� -
-1 1�, 4 1, -, �. �-- - - - � V�, 'A I (qM_ I I I 1_� u � I I I , � I I I _ '' �� 3v, - � ", , " " �;� , " ,,, "
_'. I � I " � . - �l '' , - I ",,
I . " � "I.- � I _�
. - I � 1. I .. � '. I . � I .. .1 , ;�,,�, -, %, �; ,,,.,: i - , I
I )� *1 _ �_ � - , / I I / i \\, I I / (t� r - - " ------- ?, ,� _
* I � - 1, , ,,�, ,,,�,,,
I � g " � �
ARMONK I I I I *lv,,%,8� �l I \ _1\1\ f ,
, NEW YORK ____,Y___ 1 -
I , .... � - . ____ N_ 1 . �_: :, I . I __ �.
� ;:,. - �, �,,�-, "I
I N �\ , '' , __ -1 I - 4 -,N - - - - ;-4 � I � _\�l \ - t I .,- ' "* - ' I � I '. , - , ` L, ,�.
, I f \ \ I
\ T 44111im .., I .1,1,1_ w /(9 _____ \\\ \\ -, I I I
', -
, k %,e i",X, \ I % V N , 9 I li . � �
% I I ., ', I I , I I I I I / ' I I � I �l 11 ,,,,_`_��L'%'�-- ,.,_� �
. I 1.
11 _� \ I I � - 0 I . I T� - -
� - % I I'll I- I i \ I I-, \ \ \ .1 � I f t . : I . �l I ,� . V4 , . ��:,� ��?�
- I 3__ I \ I I I I I . 1, 11 �1. 1. ...: � -
� . . I . .1, ",
,
r,
, ._:l �1. 1.�,
140 , 1 9\ \ \\ \ \ / / I t�_______ I I . I I I I � '' : , . !v*.
1 '4, �1. � T %, (I % I . :i_� - I 41 � , / / I I , fj?rSfMR7 PROIZZ,S I I I "
\ --' I � I , % I " �, I .1, I I __� f , 55,1 SXN1, #744
i�*,*,,_' / " --,-,- 1� __,_:�l � �
% . vl.�.. . 11 . , '4�. ", i I , -NN I I r- --- I ; A v / \ ,� , � �
I I 1, . ,
- � . , - - r ---- ---- r --------- I \ \ /14� - � � �;, . � I 11 �11 � I I I � ,!,,� I ��
_ I .. . - - -_ "
%, . � , - ".'- I I I �l I I --I - \ I I � I . 11'.1 �l
I I - � ,'.'-',.� --I I . % \ - -- . � 1� ,� I". 11 I
\ * , , �, . I P I I I I I i ! I 1 (9 1 i - - __-.4 1. � �
- J_ .,� J�l .1 , � , _____t__ --I 71 4 I . - � I , � I � I I '_ .. ,
A I.' �� 1� ,� , � 1- - , ��
I - W � � 1, I
I k .f _ �,_�;_l 1. (9 .. - - I � i , -, k'l
I is , ', � ,"t � *.. �� I
.
-
-
-
-
-
-
-
-
. � � ., - - � ,�, - - I -
I'll I I . � """:, � �,� �
�,
�,
� ; I�Nv �5_ I --__j - - - _ 1 L - - - - - - - - , I L, , I , � - I � !_ .�,�, �, I'll, -
I I I., " E 1 (9 1 � � - I I
,
I �l :1, . �,�,,f�,,,, , �'� � '
,, 1, I..
� . - `*111111" � I ,
I
I I � �l , ", , I
I . . �, , , � ". , , - ,,, 1, �z �� :1 "� -'ll
, I � 11 ��; , - " _'i � Z� " '' �
.1, . � 1. � I � , "
, k 1`1�1 " I � 11 ,,,, -
� U-, -.-?-,.,�--,,,, - \ �j I N ' �,
�
- - - '
� I o �'',,,,' -;'-r' �.._. ..'.. '. _____ I L_____ -- _xk_ \----- -_ � I `��*ll �
I I % .1 - .�_ - ." - I I I I � , �,�., .. ,� � , . 11
, j Z, �, 1, '), I � I , , ,
% �- I ��. lt t ,,' "',
1?2., � �l ����!, � - I ,l " _ , , �', ,,,,,r,,
11 � I I
� � "
, --- � � 1. %.- I I "if ,k) .1 ' I � I ' I � - I �'... ''I'll l_A'7.:`, I �, � . . .. .... �,,- ,
, ,-----w
. \ � . � , : - I .,� �� ----- , %. ") I � � " - ,,'7,`,- - �l ;;""� , , , �
,
_
�"., ,_
I � % - - .....�'.��,,: . '� --- _____ ___j ____J L , � - � - / 1, -- " 2 � � 1'�l - �l I � � '71 1�
- \ I � �:�.. ------ -- " f 1(-il - �l
'
.1 ,
\ -, , _�,_ I - , . - �-�gv � , , z `* sTaf4l ISIIII�W"le Pllll'e0f1Z4jrlS I I I I I �l � , � � �.,.l , � , � I I �� I ... I I I I I , , �� I I -
I--,' t., �,.C��, � .�,, -, , -1,
- "',�.'-": ,
. _. %.
___ I I , , I :,
. � ` - " I , :-,� # I I I -1 � I " I - .� , 2.1, ,�, , I
" I � " _
". ��, __, ,!; � . , , , I I ,�
--- ----.---., - � ,� - . �_ , e., , :,�,', -�*-, -_ - _____ I I ,
- - ._-y " �11:ill . , .�. e�, r . � '. ;" �, �,_�� .. I'll, - _____ - .__ " , , i ") 11 I � ; �'
-:�\ � .":,�,',��- 11 , �
. ,` I . e`�,� �`: . - " �, � �
� ", Ill ,,;.�g ;_-,%, � ' , , , . ,,, """', - � , ,. i_� �_ __L - - - - - - - L -]-------L - �- -,:,"�";:�f"�,,,! , �,��,,�..�,' I � 11 ,! , - :::
,�� . . *;", -1 1. .,. � 1. , , � -1 ___ - I I �, , I . %
- � * , I - 3� ,� I'll""_ - _ _ I , .- * � * - -, � , I t-1. , - - - I _ - , I --- __ -_ - - � , I � I I I '', ��, " e � .
� . - - . �� " �,,%.,,-: � -11 " "" ""' ' N "" " !" �1. , �,�, I ,� ll�� : '!�-�_�', -,' � I I 1�.l - . � ,. '. : �l I �l ': �,, ": � ,
% � . 4--1 1 , - � --
�-'.," - ��'.;, -i----,, t - �� , I. I ,.- ' , �l I '' - , I �, . 1�1 � -, ,-
�_,a- , �
.��', %'W��,Z _�,,�i ...... P�: .� -, * "I , ,,,,, 1 ,*,6" �", , . . , . � � 1
� .�*t!'.; " - - � -�.-�,,-,,��-----*,,.��,--..'-,�-.,---'*-'��-��' �__�"'%',*4'," �,,-�,��7 ,� , I � .1� , , , - - 11 I 111.
T��---.�� - ::.�j. " �,,�', " -\ ,
, -a , -v - - I
� : ,,.!..! .
I �_ T" -,`!,7`,�z: _,-,�s:-,.,-,�;.,- ,`r�-`,,, , ,� �1. ii 7 .1�
I ll,,:6,--*4,!.,-, - `�,,,.� 1, �-. i
, - , " , % . �,` -- " ,,:,�,,
11 I " , . -��,_ ,�, :::
;� - - . ,�� --,-- -sv .. " I
I :� -.l...,���--""��-.�'*,��1,1�:1 1 , P
, : �,�-ft--:,� -., : ,, � ,�.,�,,� -,
v - , __ . , I - - , "" - � .. ., - �*`..'�� . � ,
__ -�;-�,�.�,:�,,�,�.."�.-,,�-.,,..�.� . I � �1 , , -,,-___--_,,, �:`. , _' . �:" , , �� - 4 , 1,
, , , - ,4 � . I I . _.� I
,
'. .*." 1�1 I � . � ,, " �, -, - "" --!" I -, " . � � I I I I � I , :,� � _� , I , I � ll�� I v,�, *- - � - 1 �,4, �� �-�, ,
-. ., - ,�11. , . � I I I I . , " �� 11 ,
� .., .I. ,V'�-lvl - �-* 4 �---,�-v,�-'-'S',�,'i', �;` I I I I I I _� ,
- � _ . �l ._�,�.7�,_ � 11 I I I , 11 , I _ I .1 " �, , " - �`,'
... � - wl � "I'.. � .1 I _ - :---,� *� I - �
���..'_'�k�'ll _.� - ,, ,
. �,,' ,,, ` _��' '' . , 4 ,
- - -- I _ "r-', -,,,. . .
I ___ ----,\ \ "' , �___�, _,.----:-_ ..-- - 1� � . ,,, .. � - " �:_� �!) " _j I � . I I 1-1
- - - " ,��,.;� � - -,., -., �,_..' .11 Ow I . �
,,4, __ " ,
� , ..'. , �.- . � - , �. ,
N - , "
I v ___ ,�� ��,� _--��r�,'._ � , :�� I ,
% I .l... --- - _1 _,�, \ �__ I I I I" � 1, ,,�, -,,� �� � "'�, I , ,,, �,. ,, ,
. - - - ., I I I . -1 � , I _��'_ ,
- . - I I . I - , , " - .1 ,
A � ro . I , --- -___ --- __ \ ., - I - � .. I 11 � � ,� ", ,�, �� I " � !:., �,� -
\ __ �i IV f,��,,� �,_----, I - - 1:� _ �,,, I ',W,
,
N � --- 1------T----- --- *% . I " � � .�_l I I ': �
% \ �� —F-- """"" il,', % - -1 ,..' � ',� , ,
11 % k � a,-- : \ I �1� . - - % N" # --., 14i 'it <-,--, " I , I I ,,,�, 11 � I . . .,� I I,,, �4�� ; ',,�,l � - I I ,� - �1, "' . ,
I . -1 I I ; �l I � I ": . - � '. - � . : �] �l 1 I �. ':;� ,�: ,
s / . . : .��,Y," " I A I � � I _�; � I'- _� I
I - e\ p/ ir, � - �- %all r � , - "'�, I � I - I" - , , ;
i * -------I I --- --f-___j i r__ .. �>,t,�- -7 _�\ \ I . I 11 - �l - � :� - � ��.�, ,, - � ,�� ,�' � � _��
1. i .1 I I I \ " \
�
% , ') // ;-/ I � . \ 0 — / 1� ,� �
. /0 Z197 cQ71?X401N6l PZXN I 1� I _11 .11.
k---- I (9---, r___ -1 \ ��Z,_� - I � 1 41 � 11 I .� I ��, ,
- 11 I *1 � � I I ,-t ,-', �l � . .
I I -, / 0 : r--��---j , �\ I I � ,�!.�, I 11 I
I . - I " I .
I I - I
. ____ - I I . I r , ' r- ----I r --- ------ I ____ ir--- \ \ \ 114 � I . -, 1�1�� _'. � - 11 z
il�� I \ .1 . . ��,,",
" ____� .i.. ,H I I I _-i� ,.,r I Ill ( ` A \ \�, \"\.. � . . � . I I .1 . 1.;� ,_-,111", , - ��,*_,.:-_'l
. - :,,O�:
I - � , '',
_ I
, , ,
. 11 I \ 'N N � I 1. - � ,�'�, '' I I I
I �� It. I I 11 ..
__l A\, ,�,% I I/ /, I I 1�� I I I -_ -, �.
__ , I I I /I . . ; ,
. r I �� �- �� . I �
1-1 � � i .:!�,.,�� I % I ' - I I � I I I 1. �,','.sk� ��, � � I ,__,
�� I fl- I * Z____ i I. I t --------- j - � L -------- i . I \ \ N �,! I I I . - I __ :1'' 7., , � . _
. _
Z,�_ I , ' I - _ -
. . . � - �%� , I _1
- � 11 . I -1 -) . I- - _.. ,;�. � �
�l I - .* � , , ,:�_'
� )�, i ... 1, 11 k � \ - i9A � � � I I I." , .. .1 , 1. � I " ,
I 0- at � I I I .- 1� _/21- . I I
I ., I I I I , I "t I I a " Q!� \ \, \�
M_ i 1 ..(91 1 1 1 1 1 1 , (4 i I 1( I it ( , , ,
11 _-k .. I L -------- I 1 9 9 \\
% - I : I I � 1, ,\ l/k
� _.__� ,.,., ,_,�,. __j I \ % - \�\ /�* DI -1 . Zlhl(l I I I � � �
1 � �; I Ill .-11.1. I L-_______\ \ '. N , 1—L / .;i �,_,�T": I . �, - :.:
--' 1 *70 -A-- "' \ 't - . I
. , " I L� tj -_ _� -- � I A\ � �'._,, w A 01S& /?A 61 fNCT ' YAN I ;I--,_--- 1-11- � I � ,
I ____ --m-o"wri�.- __ _.�_ �__ -1 . 1) ��
. �. N I "
- Wa I . ,,� -1 �,��, I 1. I,, �
I i I =_ I \ I I _� . �
___ ! -ft., 1 ,4; 1 .1�1' �
� %
- � % "I ,�l
,
.11, 1. I i I _: . --�_�." t� (I-.--- I 11. 1, �,'� 1- '�,L.:,&--
I 1. I I F-1 1. . : 1. --L, , I � I 1, I I - 1_� "��,','�lr
. I - . ----I �, d.mo I - I'll t� _� 1, � � I I I
. � I � I , " ., ,�
I , I I ,�,, I 11 .w 4k �_ � I . � I I "', �,
(F- _____� I r �__ --_%��'. - . -_ 'I'll �� I 11
L .1 1.
�l . I ,,�-- ____----' �' I ' ' � IMWL11�1, �_ - �� � .1. �
I I - . �,.:,. -, - .
. _��l � I ,-� , ,-- __ � . " 1. .
11 ,I _____ I f ,----,, ': I I F � I I I I I : -a , �, : __., I . ., �
-1-11 I -I ! I I � I/- / - �� 1-11. �_ 11 I �
, R i, , / , - I_ I I NR# , � - .� - . I I
,. � I I _
I -) i -1 i i I I I - ,_ /, " WS11,4Z A P(4CI I �* ,_ I 11 41., -
1-1 tl__ , --I / . I - Tq ,;.� "t- jqrA0 I ___l\, : I � 4614Y PZ4N I I , � _*
. 4 � I i --- -,, , . �� 11 11 " I
. � . I i I � : *1 / , I - H -, , � ! 1� , �___ I . IMM - - li , I �
I I I k $ ,� ", �,_, , __ , � � . -',,,,;,- I
11
I —11 i , _ -,' - ,� / � . I�X, - I - . �
i - ____�., I I I I I / `-, I -111, ",:.�.11. I ll�
I I I � I I I I ", \ A , 11 I � I � �
� Z� io ,a. � \ I _. - � 111. I I � 2 1 -
1, - , Ll I I I I . I
� -----------I I i .
. . I . I � I _____�-' * 1�1 .,� � / . "" I 11 I.. � I
� I I I I 11 I I # ) 11-1 / . 0 I'-, 1. I
. F . 11 I __j________l________ --- Q�j / 1, 11 e " �� . 4 �,_l I'll I
� # I ! I I �____ . I i�� " 11 __l/ Z'* W- / )F)7ANA0 h1()7CX)70N I 1.11 *,,,.- ,.�� �l I 1-t
. I - I e . I ''I . " L .1 �l
, , ,
,
I I- I / T_ ,
! - � 4N hl I ( 1, I I 1-1 .
I ----- 80,VWT ROAD / I I I 11 1 � I �
. I
I
I I -_ - - � I / I I I � . :� � � � � I
I * � � --- __i__ - " I I I I I'll, � �1' I I I I � 1 .1. � I
I I ---' - ------------------- . ______________� , / ( k / 11 " I I , , , I I I 1� I'll . I . 11. ll-�l - I '. -
. I i 11 "�, 9ff �. I ,, ,� �. � I �l .1 -1 I I—'.
. . - � ' � ' i ��_ �'',
I - I I . ' .� - I I �
,
I li \�____�___ -"-- " 'T 'i'll, � "I " � 11,
I , .y , " " � I 11- I I �l . �_*_-
- I
. . -1. � I ____l - ,__, � \ 11________________/ ! 4�1 / os I I " �, . I 11 I � ".. j � .... 1, I I 1 I � '. -, I - �l
1�- . I _- av-__� --,,, I . # i . .� v Al IN -,I�i� -, , _'�,,� �. "'�lv:., ''.111
I I � I � . I
� �l I I -
I , - ,-
, 1- e
I
\ ---------- __._ I ,� . 7 ,A� "', �, : ,�,l , � I
. __N I - __ \ / I I I . IMPIfOkFACV, Pb� N " �: '' . ,�,
� 11 I ". 11 � 1. � �
I , I '' ''I
. I . ..: ''I I . % � ''
I - � g -1 I I � �
I � , \ / L,c,_' 1, I
I I J). . I -------- . f I I . "I , `'� I I . . �_
It: . I - . . . I'll- ," ". -, �l
I I I 1 �_4 . �
- . 11 . 11 I I ll�__ I -1,
"Ill, - � � I , I �
, � I
I
I , � I . "
I ,�'
. ��- r _- ____ - F_ 1 4 / / I 1'�, ;�l I � . I . . I � .: , � ; , k -,
� --------I _� � �_,� ((1-7- . 1� # 1 05-2 D1lA,1..,,`.`. � I - -1 I �,�
�� -1. 11 I I _," :�_
. . ! I I'll � I . :,4
1 � _tf I . -
: I � I aT- 9) T j 01fo41N4 44 T I I _f `77 I � lllk�l -, I
I /op � -1- 11 I
11 , R-0401col -, # PZAN -� I '. I I '. �,
I\ � . " I I 1. �',K I I . r I'll. -1
I I - I ?!,� . -.1 - �
I 1-1 I . I �� �' 11 -1 I �l
G., . I I ,6,��,� I I ." I � :11
. � 1�1 I I , � �
7 f�� � � , I I ,",
PINE (1) I 11: ',, 't, x , ��
� I '"' ; - I �:�,��
. ", , �_ I
: . �
�
I
. I . . . I I I'll - ��, , I
.
I �. � - I." . - :
,�
RIDGE W I" �'l I I � � , ,�, 4�, 1� �, .
. I . I 11 -, ,_
. - UN 4, ��, . I I . ��,��
� �l - � �, I
PAA . . M!N' "', .
. "A,:` I 1;
. I I � .1 � � 11 � �.' �
,�t I
,
� I . I � . " I 1� . I I I I .1. :,� - :''
I Sl TE ---,v,w- --�111111111 ,..-If, - '"",;� . .� 1. ��,,-� �
F''�Rl I I I I -
)Do. i� . . I I ooe , I 1�,�� I I 1. 1� � _� -
. I � I'�i I - ��,` ll� "
- ,
z � S1 TE MAP * I ''I'll �l - � , 11 ,'_,�"l 1_11�1,�,,_.
Rv 1� I r .' ,�, � �. 1 -111. �
.,�,�,%%,�,, , -
_1 � �
- _� 'A- �g`1'1111�4�1�' t�
,-
� I Ql` .,�4,�,,�;�l',!',��,,",'���",� " 1�
r 17[1— 1 . "_ ", � . I 1.11'' I
,
11
x > y � � I I I \ ��:,�R#;, , - ", r 1, 1%
, � I -� I
I I- 11
�N_� PE I 11 � \ . I I ���_,., I ... I I �". � 11 �
. N. T. S. I 11 . ,.r,,,",,,
1, n��'�.�Ai " ,,, �,�
I I � I \�'-,,, , JPI�"�_z . � I.z
I . �� ,� �. '' L . 1, I .
. - I ,$i� _.
1 12
- I , 11 "
RD r_� __� � , I I _ 111. �1� I 11
I
t . I � 11 .......... , ..,, - _b \ " \1 1. � I I '_��" I - �, - .1.11''
1, - - .� � . 1, "
�� � ", I
. t . I.,.,..,., , 1�",�,�',"�!�'�,_ � �:,�,,
. I 11 r 11 �l , ��
, .' I'll, . I `� I
. y _N,," 7 L '. "I
I - I . � I I , ,_ 1, .. ''
� � A �, , , _ I , ,
1.� ,- , , �,�,,�_l � - - -
a � : ,/
. I T_l� � I , 1� ��' :,�,, "�;�iv '.
, , �,, , , , -� - _
. ,
I � ,_' _, � .4 -,:-" '' 11 � �o " I ,* , �
� . I I I L
� , 1, , a � , "" � . . :�,,J�' - "
. � I �� � . , _ir�, �n�A __, � �,,. ,., - , � - - - �
I ,�, , I". ,, - -, . - ,*,, �
k N - � 4k il-� — ; 11 \:� .1. � �� - __�,_� "', ,"".
, 71,", 11 . , , I.., - I � -
i � I w _. %11' . .;,
- , � - , � , �
. . . I t 1 4& 4", r" I ., , "., I ... � :� �`. � ',"":.� , I" -
. , � ,
I ) � � I , - I _�_,
�z �b r � L k-�, . � � � . ��,� I " - I I I , '� :;":, ��:, 'S�l�
) , �. , � � �,�,
. rl ; I . � � I 1 1.21 �' �'� �, ;_1 � , I I . - . . I,.,,,.
rALC07T f- � I I I- , ; �- I ! If � I 1, - I .,
� _�;I"�_ �'.L�_ � - ,:��r
I I -- 1; � I - ,e'. A-4
, 1.
0 1 1 --A \ � t I , I'll - ?, �' 11 .., " -, - -�`-' 4,
, I I . 1-1 *
- � , I
I I \__�, � � �
I I I I I �� -1 I � 1, 1. .. I �
M I I k � � �� L I I 1.4�
. " ,
LAf HIU DR ! I �1� I I I .1 I , � 11,
I
I , I � � " I � l ... Z�l �
�
.-r_ � -1* �
.
E . I �_� . �
. �
I I ..- . -�4-1 100, �- f I I .
� ` . I �
I
,
---- I . " ':
,
�
- ,
I A WORD PARK I , I 1 ,*V�44 PWE . , I �� �
.
CR u I � f I 11 RIME w. �7 q. . ., �
. � I I � i I" . I I
'
. I I ' I � �
. I � I - ., . 1;. ��,
I I , I i I ----*' I . ��
'
. I I / "', I
- ,
I
�
11
I
FINA L C O/ V% 5 TI? Uc TION L; ?4
OA v 2r02 NOR, TH .
I
1 20 - F RIDGESTREET
I VILLAig OFRYE NEM YOA
I
RW HIUS I*n---,,*v a Sl TE [ '. ., _____ � �, ,
W
- -
- I
,
I . 1 7 1 __� I / I I" � ��
PARK I � .. . , 11 ,. �
I I - , _�, I �. , ',.::-� �, � ",
�� z ��� � . _',,�. �, � . ,'k.""', �,
I .� -1 I - - I 1. � _ � � .
o I , �l - �,% ,*�,
- � " , , ,
w � I .11 / '.. , . .�,,� _� I
I i I -lw^r � 1. � 1. I ,� .11, 1.
. I I I 1 114 11 " . - , I I
I . � . & 4 . I � I ,�, r �, I I Akw.�l .
,
� I \,�"i Lj - J I L_--Kal tt . i - 1, " .1 ,� �_
___� __ 1, � -
I - I ,�W
,
bov . .1 I 11 , -
wr ,W7 91 r- . � . �Ammmmpw
I
I
MAIMMMO AL,TRA
� .
. .
ll;-,.t"'l,i.1
__,,1�77_
I ", - I C'l
'4 R I
,, 4 - ,
, ,
"*
. -
— � 11
� I –, I
I
Z—vivilvu M t"i r
I 1� ,
I ,�, I I
_. , -
. -, � I I I
� .
, .1 i I � 0
I I . -
1�111
. ,w-
I I 1. �� � ,� " �,
, ,
- , -1
. I I � ..
.
AM a? ,VO(#ON TO A AMP
.
\
:-,��,�7�- � ,i
I �1't-,,!`�,
lddlm&6�1 ,
. I � I �
. �
w 1, I I ,� "
� 11 I I ! wl,
:
- - '. , " .,� . .
� I ,
brARING 7W KAL 6F A PROMSYONAL MUAfrj-R OR I I
I
I � ,, ,
- , ,
", r ",
,�� ,v,�,",��:,
� I � Arlk
I I
1,1 -
. z �
I
11 I ".
. : � � ., I
0
�
**
11 I _7�',
-, . ,.
J� , ".
I ,
109 A LIM
NSM LAWD SURWrOR IS A OaA)701V OF
.
- I
. I - I I
. I
\
,,
� — -
��.,,,�--;,-;� _l'V_- ,,�
� I , �; t
- ,$,�:Z�'
,_
I , -.11 I'll 1� '-'-'
I I I � �
I ANW, � 1�'lw
I ,
—, 1
7
I I
�
. I
I
11 , " : I - ,.,
.�, , , Li
I 11 ''
� ,- � , I
" � _ �_ ,
" t�� , , ,, " ,-_,�. � ', - � ;.", ''. 4�, -,4 "I
, � , , " ., ,��i
I I
:, I , - �� -
I , � -, 1�'_ --",'-
, 'I,' , ��
11 " _,;, � I
" I � I I I "
I � � � 1�4
IM711w
� 7V9 6F N
C IVEW MW LUIV MOV L A W,
I ":. -.;,. .
�
, , "
1�1
- _.
tl,ll� _.1�1'1_t
. � � %_,* 0-
, I
� I I
I , 1, llk;k�� f=-
I ,�_14� -�,,o' . ,� I
. I � , :
"�:'
6
I
� I � I 1.
I . I
*,' , , , -
�',',','-W,
I
.
I .V6W 2
f.��7'AS PER .V'CWi( 7209, SV8-019
I I
.
, .
� t�!, � � ,
I
_ , �
4 ,_ � d, -�
� _ _
", I r
I
I I , -1
, �
� I �:,`!
I 11
I 1: I
I I
I 11 I
I ;" -."�� " L�
I'll n � , !;�,
xl < I
TV I �� -
' � ��� "I � . 1�_,�Z"tllr,
.'�l I - � ,
- I
, , - �, ,,"',
� , , I I I
i
.1 I
_ I I
, �� I
I I
I - I:, . � 1
,.,;;�.._4� "
. ; �4w �r f,.,:,
I
. .
SCALE: 1 = 800".
I I
%. I I I � .
, . � �, "I
, ,
� ,
-� I ,�, '. - 1� . : I
� -
,
� . , "
. . , . ''. ,
� , - ,v ,, ��,
1, : - "
� �_
� �l
1� �,,-
A I
�� I
- ____ I
I 11 I � I . � - I
- — I . . � I
I I .
� 1. � - I I I �
I _. , I .
�� I . I �
, I -
%�e�,�lt��,' -
- ; � '' i
� - ., . �
I I
�
I
,
'. ` TAX:
"
-j ,^� �.� " :
- - � :`
:
V -, � 17�111 I'll, � .,
�
� - , , �,
o I " 4'1 A
" , 1,11 I �, I
,� 11 - -.1.
- I -
, , It,.
-
.
1:., � � - " __ . ".
, 't - � , �
11 , I I - ��
. - � ,
. I ..
,� . . I
. .11, , ". � _�,'�f , ,:I'l -, ,
��
� I I
1. ll.._,�.._
1,
I I
I I
� �
11 '_ .,
.
::-, - , - ,
W, " � , , I
,
� _
, : � -
" �
�
, , I
,
��:� I- I—- �111 I'll- I . "_ I � � -
I � * 11 I I ; I I I
* 1. '' ,� . � . I I
, � , -4-1. - ".7 , " I . I I I -
, _�,_, . < .
" """ _w___ - "le
I � ...
I . ,
__' - 1�. � 111. .."., _
I , I
1; - , _. I.- __�f
_! _. I
..,,:._Ir,
. , , 1.
�,.�'�_�_:!'
-
� , _� I
,_� I, Z
� -,
. _ ,"-,
,
. I I I � I
�
- . I � I I I
� I I � �
� I � I � .1 I � I .1
. -
I , �
I .1,
I , ."i a
%i
". � :
� ,
��; "'.
_1
ll� I -, :
�, I
� -,
- - - .". �
r il. -� -.- ,
:: � -'t�, :,-?-, ,,�, �
- , , ��_ '. I ,
, --��-:;�-�,t,:-��'.'����;-Iii��,��""�.� I r � I
1 , 11. -;6 . , 11
, 7,0" ml�_,A_ _,xL ',e , 1 '�
__
. I , , .
I
. I - - 17 I I ____
- -
- I
1. -1, V� � —
. � , - _,:',,�
, _�, , �
" , I
,�_ , ,
- - . -! I
. � � . - .1 I ", , -1, �
I . I -1
- � It
- - * �:, "
, : I
�i ;� ", 11.11
-1
- . -�,I�� -
�' �� , ,4
- , �_ ,:A",-, �'l
---0 - _� I I
- I .1 —
.-.�':�,`,I_-:,��,�,.: __ � ... I
,��: - - I I .11 I
T I � I
_.��4�,�,,�_�_, i'l. ___,� � �r
"�, - . -� , "r--, �, �
I I I
I 11 I i I -
1
- . I -
� T �1` - I
I
11 � , -I ",I _i�� ,
�l �_ .
-1 I I ; � i�
- I I �� , _� 1. I - I --,#,I— .'' " -
- � . , , V-lr��, -,- -
'' .4i -, %.
-1 , - ,
- � :��,
," 1'4_�'__ -�,,::�
..�",� I
,,F,� ll__;�_ ,
_�,'lz -
, ,- � � I � � . I I -, - ..... - 1_ - �
. _,.�' A � ., , 'j�
" I . . .1 - . - - 11 . � . ..
, - I 1, I 11
I I � IL 1- I I " I
, -41 � .,
— I - I . � 1. � - . .11 - , . .i. , 1��_ . I - - ,,� - - . 1, I I I � I - 1,� . , I � �
il*
I �
-,%%�,
'_ -4'
I _; .
�l �, -
11 I 41 , 1-1 I
;,n1i
'o",
- 11 I K, �
" t -1'
��, 11", ,
,� � " ,
�
I I " I
. . 1, . I - __ , " , ,�,,,;l
I � . � , - , - ,
. . � 77
, � , ,
I I I � I I -(,f Lz��,-, Q';'',�,�]',.�, ,.r,��_,
-
I , .1 � -- I
. 1- 11
� , ,
! I . ,, � - -, 5_�
4N
_
,�-2, -� -,,�, -,, ,,, ,� I
�� I , " - , , "'
.. ,, , - -, ,
_ � .
- -:-.-,,��"-"",.�,,�,��',,-.�:'�.-','i�,-�*�'s-
1� ,'L:1�1'_, ,
,?�,7� �
. , �
. - � 11,
, , I,
'', ,
*_, "i-.1
ll�_
. e�
.� �,_, ".,
, ,.
�,t,
,
, ,
I I .1 I
_ I I I
.1 - - 1. .. . . . - � ..--- _ . & � I I .� I
k I I . I .
". � : ftft...� �
. , I I
� . I I 1. ,
I . , I
I I I I � � 11 , , -4
. . � t
I .�l ". ti S, ��-�
� � ,
I � I ,�
, � _�
� ,
't
� ��
_,44v
, , , ,
�1�1 I j , I _
,4�,,�,�',
, :
,4 � ,l:
- � I I �
/ � )
'� 1, I
X I . I � 4 j- , � . . I
N I - : _ /
�
. I 11 I , -
I I "
... I
'-'*-. - � `-N-_
I � , , , ,., , � 1%, .
- ". � , I I .", 1.1� � �
1 , ": , " .
: *� X': , , I ,�*., � "Ill I
11 _ _ ,o � - z: ,4 �,_i I
".� �, - � i "��l � .1--W, , y , - o � -
- I � I . " "
--t,.'17-��, ��
�
�', ,% ..,
_,� t_ 111111111 , -111
.......
,� I
I
'k / I \ � �
I
- I
11 I I I . �e '� ", I I .
� I . z I � I �
� t I �
. � �� I
-4 ,7, , 11.
� � � - ...
;. �
� � � / - I 1� I � , I � . . . . . . . . . . . �.,, , ,*
I
;�, __o,,�`� Cc ,'�: ., ��4 ; .�
0�,�� , "lttl �l ", �� �
, -
I'' �
I
co
<
IN.
"as
(Z) 11N .5,cp
207 100,
G�)
1871
w X
6- 0 541V SYH 10 1869
WIN THR OP DRI VE
Ile x
L, J 6
1, APPROMMA IF L OC4 &W j5
r-.- 8'CAS MNA(PER COV -
0
M7 rw M PLAITS
188
0 7w
A (L f Y LANE \184. 9 BW 9=1
kc��O" R X
8 W
W
A
A�
1 0 1 '1-, 1 1 fip MAIN
IN \ 1", 14 W co ri 4
4N A
\klt
X
0 IN,
x 1125 jwv N x
9�t\ —
P1 4 RIAt IN
A
1922 x
X:
G
RAIL GNAGE N IK
24K 7
x
1795
58074 N-1
ell t
zwrsW wgu
N 0:
J68 49'
J
P?�,Arf *Z
S807040T 4,T4 1j, IN. cr.
mo
1A —J02. 5s—
X ,580ti�41i',C -,65
8260
OVE DOSTING
r\ la,20 eE w
�qoum tow — LAJ
:9102 SHED'-,, (AW )UOVE �QS�G 1891 183 nz
\yr IA y w I x
goR #OWED FENCE z
?ME COOP N v
REMOV 545 CAA*
< 8
U x 255 3 C)
JWH S*CT RE kQ SH o
1106
209.06 loo X22i ozx
c
z
C-N� r--\7�
AOUMM17
x2059 0
IIAL W80 VE
WOW 209.4 FAMET1
00 N
RBAOVE
r
'o
In 41VAI 177�
FL21 �42A(,
2=6 V*
Ix � -
'REMOVE 0
42- SY E)USTING
:;Ah ALT 42-k u
YW
Y
N,,
2294 \ \ I \ \ \\ �\\ J� 454� -i
x I 1� - 1 .1
No
467 x
x tt-
RE�AOVE 00allyp 419 o
x ot 24' 7W 8v
v Aft�
24* 0 \40' 0 OPEN p6wol
SIR \ \ JK NIA \
so 4WNTAIN'�, \ �12
4\ � w V \ x
< 496
0 N,
$140 0 IRVOM 48t\ REM�VE
488 Ile
AA N H T
x 255. 6 SPH VEWA�
4w 20'M 18 A7 5\ p
sm
421
x 2071 500
X REMOVE\ i f)(ISTING aSvG
479
.4
51,
k
x 204.4
'RDAOVE EA
1751
SnIG \501\
4*1 FENCE 14 & 54'
x 211.4
5+lr\ Sy x
EMO* �U.g
I T"
482 FIRE HlMRMT 40, fit
-4-
\48'
bre 4,81 OVE E)(ISflNG
A N, 512 52J 18'*
jo, ,.W- L 2
4
IN, 1 SIORY 4)4
zi
\ 2e P\ 427
JU 74 )K\sp
MAC CURAX T.7* 0
478* 58- Sy
p IF I \
N
5p,
K Ae
gW �AN 1-1 1749
*17*M x 21
'1A \ r- 9 1 1 1 Jf' ffc N
jr�
IE
0 7 7
FL12
.6 *2J' M 0'
212.07 ),2077 x L HOU ,7?:Y 0 VAL W b 4TAR'
2 SMRY
�27
174p FAdcr 1 1 sr fR. 0
MV b J8'M
23 A'6
p IN, US71NG ASPHALT
1 SrOR
FLII 5XOJ
Oad\ 1.;:221;i��'. - N, — / ---
m DRIVEWAY BE
21 1 POSTING N
R OVE TING
. CU�s
Z�x 0 �TR DRAINAGE Wl 01 1
x 2129
2jo 6 1671
a2
N11
fLIo
I)OT
4�- S17
2106
Im I ) &
N, x I W/�/
hvK,":Zuf w 7
\A,_ NN
Nl 504
x REM VE E)0snNG 46
IN,
No
x 22R. 8
YSTRPCTURE
fL
2046 la4 TEMP AR
r—N 5.W 510
AZ- IRRE REMOvi- r, PIPE
Z/ x
Fl IDERAIL AND SIGNAGE
41" N, GU
7 1 \lm�, c /
E)(ISTIN I -I- 1-1� I'll
RENO,\� gwmo 8RZI-W\ I'll . \ -,- -0-
friNUL -WH
a6�
x -7jl. 0
X2172 4'OYNY
59 ro -w ff2 90
'A1,77 .10,
'el- 1W 999 20
ff=JI9
V9,00
11j.2
— — — — — — v >910
X I A—J4
_,2
x 2071 w
x
,I� I'll
228-9 1 N-� -
x x i -R74 SAN
4E I OCAMV
22,f 6
0
rO.45 MA V PER ON -
x x 2J5.5 tV R A 7FS'
IN.
N
J4 -11� N V IN
N,
I*N
row APPR(MIMA 7F L OCA TIOV
8 * WA IFR MWIN PER
WAMR 00 MAPS
BONWIT ROAD
TOP I
19J40 INV Rcp
'9 12* wr -a
IWVSAA� 'IN I
-N-1
............ .............................
Ex a
CA
TOP 195.
19J 41 NV
192.1
Ld
-WH U.J >
Aw #4
ROAL)
LLJ
z
CL LAJ
0 o
16
wo
Ex cy w
TOP 195.95 m
1916 INV
IV. 6 SUMP w �J.
EX SW op o
TOP 196.16 LL. z w
I8&6J INV C4 LL-
oo
04
D- LLI
195. J4
I T 10
Z. �4 A (V A f. W LEGEND 0
192 INV 5: 0 <
04
5;
GOVERAL NO TES
r - - ------ EXISTING TREE 1. ALL BUILDING STRUCTURE TO BE DEMOLISHED
EXISTING GRADE AND REMOVO FROM SITE IN ACCORDANCE WITH
2N. 4 ANY/ALL APPLICAM LOCAL OR STATE KQUIRENENTS
EXISTING SPOT GRADE
PROPERTY LINE Z All EXISTING SANITARY SEWER OR WATER SUPPLY FACILIM
EXISTING EDGE OF PAVEMENT TO BE REMOVED IN ACCORDANCE WITH LOCAL HEALTH DEPARTMENT
AND BUILDING DEPARTMENTS REQUIREMENTS.
EXISTING UTILITY TO BE REMOVED
zmm A9WOM
RA im
SUM
1 =50'
AM
-MM 9/24/97
96124
aTE
WAUMMIM AL ITRA XW OR AW770V rO A AMP
-R r S CWMWM 19M by JaM Meyar Comftq
4AITS
:ctb
/L
ILI\
AEA M THE &At 4r A PROt-9M.4t tWMER 6W
OF
ZC#OV ZM 6F )W AFAVY0AW MICA)
7W LAWj
IS A'WaAPM
a? A LlaW
EAWPT AS PFR� -WC)XW Y". SW-ZVW94W 2
e
v6, 00 j
Elm-
, , I - - .- I I 1. � . - 11 -- - I -1-1 1— 1-1 - -1-1 - I-- ---?--- , - , , - - ,.- - - , , � . I .. I - � . . - - . - I -- I - I
--l-ITI.- - -- -1 11, 1 , - � , � -- � � , , , , "', - - - - , - - - , , - - - - -- -- - � - , , - - I - - . - I - - . - 1. - - -1. - I � .1 . - - � I . 1 � I � . . . I � . � I I I . I . - - . I .1 I . .. � � � I - I I I .. I I � - � 11 I �, - I . �- : , .1 . � - - - I I . � - � 1- I - 1� -11- 11- -1 � --� -- - � 'I , - - I � � -- -1 - I � I " 1. � - . � . I I � , I — , I I . � I ,� - . I . i I � - - "Ill �. ��- I . , � . " I
�- � , -1-1 'V.7 , . 7 7,27 , I I I I I 11 1, : � � I � I - . �
�, 77 , � - � :'-� . 11 ". - I � . I I I 11 � , , I
I .� � -, - � , � I I � I I � � � ,
. I ", , 1- � .,� , I I � � I I � I I I I - I . . :, it
I , -�,�5 - I I I I . I I 1, I I .,o --�,l
,�- ", 9 ", I, I � I , z . I � I I I I ; A� 4 � I ,,, � . -
- � I I � � I . I � I - I I I � \,
� �- " � ,, :, � , -� - ., , I I I I I I � ! i 1, I � I., . I I I
-11 , I , . I
, I , , . �, I I I I - I I I I I
" ". - . I I 1 � .1 11 - '- I I I I .
.1 I I � , , - .1 I I. I I I'll
I I � ; - , , � , I 1. - � . . I I I I . ,
,... . I � I , , � I I I � � I . � I I '\
.1, ", -t� ., , � � , � . � . � .
�- ` , " -- , L � : , , - '�,: 11; I I I . I I
I �( ,-,,� �'��, " , ",". . , , , I". -5 �.'l , I � . � I I I .1 I . . I I � I .
� I I I
I . , I .� , , � , " . : , , I I I I
I I I " ,: I-'
'� - "', - , , � � � , � � � I . I �
� I . � I � I
. " j� I � ; I . I I I � .
� I . � .
. � �', � � I � I � � I I
� I I I I . 11, I . I I I � - - -11,
I I I
, - I , I , 1. I I � I � � : � � I I
, , 11 � - I . I
I I - I - - I I I
, I
I 11 ,� I I 11 - I I I � I . I I
� . � . � I I
I , , , � I I i I I � I
,
� . I I , �� I I � I : I . � I . I I I �
.
I - . 11 � � I . � . . I I I I
I . i , I . I . . I I I .
. I �
I I . I I I I
I I � I I
I I I ., . �, . I . I I 40
I . I I
� -
I . 111. I as m
I
I 1, I I I I . 1 4m Cm I
- � I :� � , I I lll� ki. -�z .
I I .
.
I
� .
I r �
� .
.1 I I , . I - I
� . I '%, ;� A 2 f
� I I . I
�� I ,�', � � --)L— � — — — � 1%. ;l f*%. �� Co Co
I ,
, I . � ---Z-- r---,) C--",) C ----S I *N t 14 1 1 .
� I � --�j I *N�l� -�,� I
i ,- I ----�--- I � , r
.
,
I ,� ; �
11
- I - I I ��C--x_-)o I I . I I %% I I I I 'I I � �
I � N.. I r — r
I .
I
I . *N . .,,
I
. . � r . I . . �� N-1 . I
r
I
I _,r r I � � ',',r\, � I . . . �l �l N"'*'-"** I I . I
� � . . I � � � I � I I . . 11 "l -N 11 " 11 � � I
� � I \ r-- � "11�1.,,.,, L .
V)
� - I � .� "", 9 �
I ; I-- I r
, I � � � I i a ,
I I � � . I I - ---j- . k I 'IN i Nl\ � I � f2
I I � I (z) k I \ . r
,
I I 'r. I , -� I I � � r I , .;:,a \ I I . I . r r 6 r3 I
11, I ; � I / " , m
� .�'tr � I I I � I � . r . I 'A I
,�, I I 9
I .- I . I "* r \ 1, ;--
)- - r � � � r
, , I
.
. � � r I � I I I I �
I � . :. r r � C ) ZX /�b 1 r =-
I .
I I I
.
r
� � I I I
I
, . I
, , I I I I , - r :" r I � I r . ,:It .-I / v
- "I � � 1� I 1 1-4 .00, ; v \ � 0
� I " I �� � � 1 ,189 sq. ft. �� . I I *
11
� . I I I I 0 44 oo-es I ... �o \ I 10, / I \ :-�,, :-;� I - , I
r - - a
I � . I j I I LAM � \ I r �
I � I � I I I (:�) � [ — — � Izzi I .., — i \ \ � � - 9! C.> 1%
I ,I r : . 4z) — """"' ........... � — — I \ �l \ �r % C) %44
"'�
r I ,� k \ \ \ r=
r __---- -�-- -----� ----� -----� \ - -------/ (Z') � \ , \ I I � � I
,--, I . - I.- Z3 il
,;_� ------- ----� --- —\ ",,% \ \ \ >- k
----� . % ffi 6
. I t�'3---- I — -----� :,., HROP DRI VE �� \ I
.-"� � ---� WIN T . I0, \ \ =
zw--, --, ---V- ''I'll-, I ------ ,�ZD ..., \ - - - — I -- \ \ ME U) ty
� oor - - - ------� I - - - — - - - .1.1 \ � El g 9 1
7----,o — — — — — — — — — — —A S -b x I -1
- — - - - 4 \ 11% ix
I ------- --tl:, � � I - I - - - - - - - r \ \ 0- us �- 3; , �
I
I I r i --L— .,o� \ \ \ I 1 15 1 i
. I I � I
. � Nlor JAREf .., \ I � % CL ; q � i
[ j . 000, / \ I \ \ � .
fl-- I 1-11 % \ q 4 gi R � , I
. ---� I 1 15,000 sq. ft I I - - / \ f5 r
I
,
. I r I r I 0 34 UMS /"'\, 8JRKLEY �AM I \ , 2� § 2�JFJ . "I
_ I / � \ w .,.cc
I - L ---r— 11 11 I I ,
-----)C---�l Q I . I *1 I I I �
I � I k I
I I
.
, r . I
I
r Ro5&5Tf1N r `*- r
� t: r I , I
%, � �. � ,
I
�' � I sq. fi, I . I I I � I
I 1, I I I � / � e --u L&TJ I I I I w � r I --1 SAWCUT AND REMOVE ,,/> / N/r SfflAYSS - I I � � .-: C4 rd 4 r I I . I r , .
�� �� 1 052 ocres I I f 1 A. X 11 r .�
, I ��, . � I ft. ,C-1 =---=�f 22,,?02 r\\ C114 1 -14 �. \ I ----- . .
I I C [:�j:] i / N,IF CRAMOVILL I I I I �1� / 1-.
� I �l r C- I I ) C W J----�l I , , --L --j -i I � I DOSTING PAVEMENT 18,67-T sq. tp / NIF rspo.gTo aw . .,
, % � . 094 -------) , I � 7 -j I �. 1) I )�� r w -1 I I I
I I I C - ,I \ I
, I � r .
�, I � / -,) I r ' , , ---, i � 4 - � \") &we 0, 15,147 sq. ft. . I . � � I I � -
/, � I I N---),��c � I sq. It � ,
I
[ r ,,""'.---.),::�� , 'wr I / , -- -t-fl� ;- --- - , - "- � I .
I , .--� , i , 1'� 0 J5 oa,es - - , " �. ,.
I I I I - --� r #IF ROZWERG r LEW � / - . -- - A I X X X I I I I I I I --� .:. T �
� � 1, I j ' r
I I r I . ef - r . . , [ , � ( I r I � � / \ *--- . I I I
I . I �. � I / I , I A - f I � � � 19,952 sq. ft I I -Q, 960 sq. ft I /V/P- mi-ov - � 21,421 sq. It. . — I\ x - *��� 1. � I . . I I I � -, ,
� I #/I - Fa I, WO �� ............ — f I ill ,r
I . � -6 .. I l.%*.%*.*.* ,.,� k I I "
I I ll�l 11 �
I � C\, ms � . [I � N,,,� , * I- � 0 49 ocres C I I , 1� / � ��� &r Nl�- L I ., r . I I
- .�. I I � r I ,,----)C--"'l 1�� I I 0 46 t7c I O'N a= 1 Z92 4fi. / I ] Vll\ ......,..- ... �. I Nll� 41m 1 1 .1.
, I � r 19,60.1 4 ft ...... ...... I I
I - I [ �� 22,494 sol, r", . . . . . . . . . . . .... � r I �l
� .1 � I I I 0V-5-,7a4S- -' I f. .. . ". .% 4�� / 2.J, 107 sq. It tA It � I � I �
, ------V--T----T- I
...... - .
I
� I I / I I \ 00imm I --A�5,� --I> .. � r 15, OX sq. ft. � ,\"�, I I
� r r C , � ,/ , - k " I I
I r A 1. 0 5-T vo es r I
.1 .. r r. � ( I . :1 I 11 � c----,) C---) C---� f, � *.7.l.*.*. -.l 0 34 aaes / awc t . . I � . I I
� r 11
I 1. . � I � ,�:,:� �:,
I
, .
i I r I I I :',,.r
I - I I r r 74\ , -�"- I I % N/1'r I � r � - I . I I . �
1-1 -11 I � I I ; I r I � C ----- -,) C , . I AIX I I 1. I q \ k r I
I
I I I .. I r - - � I SaAFANI I
r 1 � r - �.
. I .:r . � I I I .,.*.,% \ ,----)"'�- r � I
I r � I r . � I t4l. - .-.-.-. j . . - �
r'' � I Irl ., � � . I I I I �, . I I ......., . 11 C-� -,�-� / r k ,� � - I - I .. 11 �. . .
. . *- . . � �., 1,
. � � 11 . .. r � I I ' r ( I ...... � �, \ -1 I .� ' I
I � - 11 . r Irl I I I . , .r � � �'-r I . :0 I ... I r I 11 Ir r I �r
r .1� I - I I I 1,; I I I � r i . . )c � . te ll� . - (----- ---') C---') C------*) -1) t i 0 �z . 11 � � . � � I I r -l-r.
� . ' ' A68 4.9' 44� 1 C i I ,
. . . * r !� — — - I I � I ,W,V SIM,C #A%e,# W11 S8074207 -1 * r � z ,I .'.'.= . �C-----)c I C ---")C r of � , -�--
I . I I ClIp . -� I �? , , , r `
� -� ic r 2 - � I � �
,�� . r I - - - — -,�C::K 44,x- 1C - -%, � �� "Aw- WALL ........ ........l. . � -- . .j 11 � .. . . -:� - r r
,,� I I I I I � � V - - r r � -- - <:)� MY $A' , � ;'ll C 4 ;d ...... �k r r ,.: j � . � I ,lr ,:,,, .
. . �, ---- I I- � . S80 70'407 34. IX , r . 0 , . 11 % ---- 1 I .; I �
I .
, � � - I
-- I I
r � - 1, . - - - - -- I I'll mww"�-- 11 I 11 - - !m!!!;( � REMOVE ENSTING GUIDE RAJIL --. IF J02.81-----)C----�'<----' ' - 6M.26' I i . � I I I I r I I
I � . I I - )( )( r --X- - --*- ---)( - I I -k-- I I I - 9 t W)"� I I am"m = ill-lq--ii ill 11111 I .
I . � I - 11 � �� � Nl�l - - < MO W'407 \ �� n � V..r
I �-, , I . 11 ;pk w" 11 11 - IN � � � 11 I : I
r - . I . . � . m I 1= 11 -- ,- 11 2" . � - I - 11 - I I I q= 11 , , 11 - c ------>t '.�4k 1. � I I la I �
r I �" Uj Li Li . I
I �, , - ____) I I - �) 61 -M -RA Ne -)'l- - - --- #If - Lymalal � I I I � I
I I I I . � 22 (----.)C W-6 "'' --,�,\ in REC --------- � .�::
I . I I � I A n- - - ,-- -> -",,,,, .,�� z I �i S � I
r "Id" Of r .w >-!k>�- 191T M r4l L=' Z 'il I
-o- r, I
r ' UVO % f-'- I '!i! t-- I �
. . --,� -$! I �]� . I
� '�(/
I "-� 11121 mlli"VRY C3 C) -< I- �- I---- --","\ -..Cg -'**','. ;,- (p" IT � -`,, .,-�
r ..�-�*. -
V--*-.*�--.'-"'-.'-- * " *�'**�*.,
, -
-
--
r --.-�*. ::�:--�--.---
F-3 .-----l'.-: RE R)
r ff'OUMOA ED *-, . *. 1.1:;.l:.7
� I �:.:.:�:-:.. fX O!Rs� � . � W W Ne L L I
� y Q---])� w i:N 1� EE �— I ------- Iz r � '. �
,
r I I L.. L . OR / nLLt�-� GARAar
I 11 L L � . � I I ST I i - , � , I
" . `�,� I - 11W En �� . I I , , , , ,� L L ,� ,:�L'
. — — i r I �, � r
I � I , r. I :r - — — — — — A= — — — — ---r C i r - � ,
L. '_:-,�,� - I L < m "r 0 . I I I 1. 11 r
I I L r I � . , r I I � I : , I I — — ------4 � I fn L -1. -0 ' . ., I I I , L r - � I 11 ,� I � . I I
r
I L . . 20! 20' 1 - I ". ,,
I I
- 1. I r ,� . I . 11 I r L L I a hV ---\ !V 21Y L � C,/l w Lr . L 1. r L I
r LL I . r I ,r r r . I (�� %- . . . Rr I \ — - - — � , 4V tj I - -1 :� (..-� ( r -- -) (--/ �-� I 1�-� 1),,3 i I L ,/ L I U. 2 z r r . I . .
-
. I � I L L I yAwf I .. (---.) . I I -T j- YARD C----) 14-.� , I Pk --, z -j m L I . L
I I . 1. : .1 I �l . \ � - , (�,� 9� ��- till � 0.40 r I . I - L
. L 'L � I I \ 14- 1 SETI ACK / i � � L � 1. I 'r
,�, � I I r . � . - � - \ \-, , r --J�c Tj it I...---. I A�:� ( - . I - - / �/. YA�pm � i .X 0 1 W,- . r I I � I *, :1 I . I �-
t= L 0 :z- f
---� m . f
L L: L I r f
� r - T - t;��- �
-� r,, � . .1 r . - *�*.--'*.�'.��-.,.*:',.���*,**...--I cc - - - L - — / gtvt � � 1 Q. -J 1. 11 �
\ I \ \ :;5 :'...i.... i
. I I r L � -< >- zs--�- �1,1�* "I'l,* ,1*1 1_%�**'& t;E C,e 0 2 u- , L I
-
� . .. �. �. %� 1,-> _J, , / � -". I .
L . . L . I ... - '.4. — -< tl� � -w 0 I ,�
I I L I - � I ---I----- r Na I ,;� _.______.._f__...._ * * W �- i2 R; , I x
. I r � . r %� \", I-- �n- %...._� ....._- C� \,� .11 I 4 I ,.
I I � --�--� L - . I n2l I \ "" 1"� . v �- .1.7.'. . - , - -::� 0 1%) I 41 ,� I uj . 1
r I -1 --,-" .;---.;-- � __,*, I - I i! � . 0
L I -I-- I 'I---- � ,--*,' I .*1%,". --�� � , �� - - L r L
4 I M _ I DRIWVAY EASEME! 7 ---* --
- -1- I ___. . C x a �� I
� Z:z� ___-----� 101 � 1, I ,.-,- �/�- - -, .- , r�� - .. w (n -� -----Ie - � . 1. . L �
,
. I I 1 1--41 _,- - : , I. .. - � - - - - �e ' BENEFITING LOT 14-2 . r 1 1 1 0 . I
, I i
--- I I -, . , � I \ I_------ - - - - *i .. . ' I � w 1. < I I
. L I : ,I., ,_------- -14� 'n - ......... - 1*2? - 1.1.7.11* .. ...... 4-4 76 SITE - UNUW-., fli- �9 1 i . � 10' WIDE SIGHT EASEMENT "'i - I IL I
I I _-� IA#IOS TO 4of E40 - '- .......... -1- ...... .. -1-1--l-1111- ........ � .......... . . --- ;;;;�o -- - --- -- - ---- ..... � .......... I ........ � , I � , . L . r � I I I I I
- .� . I ,--- * 7.7.1.1.7.1.1.1.1.1.1.%l .- ....... . -........, ............. - ....... � ...... 1. � ........ .��.�...................�....,..�.....��..........�.. ,...............................�.........,.,.,.*.,.*.,.*.*.*.,.,.*.,�I.I.I.I.1.1.1�*.,.,.I -j .1
L. ,V�*.*** ** *.*.,.,.,.,.*."*.,.,.*�1.1�*.*.,.,.*�l.,.*.,.*.*.*".*.*.*.*�,.*."*.****'* .. . ...... �..,.,���;;�-.-.-.-.-.-.-.-.-.-.-.-.-..*....#=.-.-.-.-.-.-** 1* -..- ..... ..�..........-.-...........*.*.*�*.,.*.*.*.,.,.*.*.,.,.,.,.,",l.* I I .-,L
-
....
1 .......2. .. I ** -* ------� -.*]�t-,���-�.��-��.-�....-���....�,-.-.:-�-.-.= i L
__ __�*
,- v L .l.7.*.*.'.*l=7.*.* ..... _ ... � 1.1.1.1.*".,.*.,�l.,.*.,�1.1".,.,.*.,.*.*.*.*.,.*.",.,.*�l.*.*.*.,...�.-....-.- ..".1-1....." .... - .......... .... %% -:.-.-.-.-.-. -. -.-. ...... �'- -��.-- : ,�: *.:.v::l..l.l I I - I
1, - .- ....... -... ..... _ .... 1* -. -*-1 -* - %-.-.-.-.-.-..,w.-:. -A��g:t -� .. .. -.-.-;M. .. . I]* . ..,.,�*.*.,.,.,.*�l.,.*.*�1.1.1.1.1.1.1.*."*.,.,.,.*.,.,.,.,.,.,.I .1-.1-1.7.1
L, r I \1 \ - -- , - *� *,*ZL'.,.,.*.,.*.'.*.,.'.*,*�l** W. �* ----------,--------.-/---��
� � 1.1.1.%%. � ..... � � ....... � ... : - :--�--,-'-'--: - .,--.--. -.-- - .- �� ""I,
.100.1�0 ... OP. -..�... ...
r ....... . . ..... 1-1 ;* .'-'.'*.. -:* -:1-1 .. 'e,'.. ---� . ...... �-- ,
.
11 L ."o,".., .. ....... .n�==v�%=%%==== . . . .. ... N--�� .*,**,*, .. . ..... .... ;.�.-.-�-.-..i..�-.,.,.*.,.,:.*.,.*.*��v, �------------ ------- ---,----- --.- -.,.--------,.-.-.,.-:.-.-.-.-.-.,.,.-.......,...�..........�..� 1 1 �
I . .... � ................... - ....... l:.1.1::.7 %*.71111., ::.*.7lll,.%*:,*lm � ............. � ........ *- ........ %.:. � ....... M 5;
- ... 1-41F , L " � 11 . . r �
"'.19 *.'-.':";- .*4 I — I -r 1�
r, � , - -- , * - - **'**. ..T--..---i..-.....-�l.-.*.,C.41,-...I .... � ... I .......... *- ...... .... � - I r LL
. L I -'. --.- -!-----� � A6 ,..��.,�.�...,�t.."...,,:...�..* ... � ... -- .............. : i �7. *11.1.1.1.1.1.*.,.,.,.*.*.,:.*.,.*�*.*.*.,.*.,.,.*.*.*":.*.*.*.,.*.,.*�*.,.,.*.*
I .- X.. - ...... � ..................... ... --
I I I :- -.*.,.-,*.*.'.'.*.'.,.*,'.'.-.'.'.*.'.'.*.*.*.'.'.'.'.'.'.*.'.'.IrW. � I ... 111- .... ' ... � ................. 4 - ..... .., I L
I I : , ,.,.,,�.*.X-.,.-.*.,*.-.*.-.*.-.*.,.,.,,*.,.*.*.,.,.,.,.,.,.*.*.,.,..vr.*.*..,.,.,.*�*.-.",.*.,.,.,.*.*,,., ::..*.l::.,. 11-1-1-1-1-1-1: ._,.* _ _*_ . ....... - -- ... I * " *-,.*,-*-*-* * % .*.'.*.'.'.'.*.'.*.*�,�*.'.*.'.'.'.'.'.*.'.*.'.*�,�*.'.*.*.'.'.*.*,*.'.'.'.*.*.'.'...�.�. . � I I
. L 11 fft I -,---.-.-.-.-::.-.-.-.-.- .-.,.-.-.-.,.-.-.-:.-.-.-.-.-.-.-.-�-.-.-.-,-.-.-.-.-�-�-.,�-.-.,�-.-.-.�.-.-.-.-.-.-.-...-.-.-.-.-�-.-.-.-.-.-.-.-.-.-.-�-.-.-�-.-.=*.*.,.-.,.*�,�*.*.,,,-,.,.,.*.,.,.,.",.,:�,�,�*.,.*.*,*.*.*.,.,.*.,�*.,.,.*.,. =.-.-.-.-.-.-. ,.-.-...:.V-V-.-.-�,."-.,.-.,.,.*.,.,.*,-.-.,=.*.*.,.-.,.-.-.�.-.-.-.-.-.-.-. � v..% ................ --ll ... � I ...... - .............. I � ..... � ... I
I -=-.-,".*-� .......... I .... � .... I ...... �.......,.,.....,�........�..�....�......�.........................,....,....,....�...............,.�.�..........��.......��...�......'�- -jl I WE Top AR ... ...... ............ -- ... � ..... I �§ L �� I
, .
.$._.�..
.:_#..1.4 1.**%_.l
. ..... � ... - .......... ... . .
, L . . , , *���-�* L-,�'*-*- . .. .. . ,,�. *-:.*.*.*.%-I ............ - .......... � ......... . ,*** — ---1
... - . .....
TO Xf JfdA6T OF RYE 9R" i ,,,,,,,,,, --- .. � . , "A
_
: - ..,..............�,..,.,....,,�..�.. � ii ---.. I
.1� - � I ,---,, �- � ........ -.....-." , I - .----...-...-...-..I-.-. i I
.-
�l -- I i o".�"O."'ll ...... � .... � ...... pl�.'! ..*..'... Ap �
....... � ....
I -.-". -'�- FM PA k (( 10000' ....-.-.-.-,.=::- .... I ............. I ........ � --L � ------ --. - ........ 1. .4 .7...-.... .1 .... - .................. I ------,*'
L I I -- -- --- -- .... - L .... l------ - .... � �
I L I
I I I .-- I - -�- I .... CA " � I 1%.W . - , . , � - . - �1-1... 4 A� I I — — I I L I � I I 1
4 L "I �% , I
LC 11.7.7=' - , * , , ��.� q L
I r , I .- ,i!,:�., *' """ -**'***,*",-***"-****'*'-*,,-*"**, , � '**'***
L 'L / I .......... �::�i��.� .. ..: .....: -.:.*. -:---�, — , � — — JIL — klff� �z , .*.*. -�`��-..,:*'-::�, ��.�*.*��:.*�:;�;.;i; �--.-�*'��,�.'.' - 1 —
L � .. .,.*.tl - - ..�.,�.-..,.-.-.,.-.-.,�.-.'.'.'.*.'.*".",,,* ... * . AD - -j i 1 ) I I . I
i - ......... :.. .' I . I
C=) 1.7.%%. A I I L I I 1, I ' r L I
- , I .... ,-.::-.-.. � .. ' *��' -,-*--�*` . .
- �
-.1
-� I- �*.1.7.1.1.1.1 � , / - � - - r
,
L I ,,�\ N41 2.27 * I � ..... - . 1 I �
L ---I- lqaal Tz � - -I......-.... 1
OPM POR01 -.. ( � r .
.... 1.1.%%1.1.1:.. - . I i.�.-.�������.*���i.-:�:�-..:-.4:�:.:.:.:.-*,,., I ! I r L L I � . r
--- �4 ::.111.1.1:.1.7.1.1. : I I I
, I N :::..,*.'���.i.*��.",.�.�..�.�.��'.. . . . . I . . . . . . . . . � . I . . . . ---� _ r I I r r , ,
1*11*11*11*1*11*11 .-.. ,:%,::.7-. . I
, r I r -- ...-I., ....... .x � _,.*.*.,.,.,.,.*.,.,.*.*.*.,.*.,.= � . I I 11 I . I
------ - -------
r . . .-- .*.*.,.,.,".,.,.,.*.*""�,�l.I - — I , I .
I I -.........,......, ...... -* ... -7v, - , -�:�:�:�:'.-�:j I it r L
L . - - .......... ---*--- -, I
I .--, I -- �i F-- p- I � -`,�� --,-�- .. I rL .
1 I � - I L '. :N I FOQ(TAIN . ,�, , , .. .. ...
�-� I 1: f-- .. ,.. �
11, . I / / / - *- , , 7' < 14- ,
: - '- , * ,
I ,
il I -... -- - 'I C
- .
,
.... - 1. ,�- X;:�*?--:.-'.ii��, z - I----- ..,
1.
� ..... 0
1. I AS**,* �,/ / ft � .,............. 9,:L 0 N I � � L I
I , ��, , ,440 ,.00' WAIXWAY ALIGNMENT THROUGH / .... :I.,.,., 7.*.1.1.7.7.7 I Ica - .-,,��,%,-... f r .
�L L -- V; I ............ - I I
, . z .1
,
- I � r r- 1-7.1.1.1 — - - -r-- ---- - - :�..":�:�:�:�:�:�:�:,.-:�:�..*:i:i:.*..�:�:::*:��, �-, � I r $Z: � r r . 11
. - � I � L N PARKLAND TO BE DETERMINED .41z-� . ... I / � - - l'.*.'.'.*.l � _� / � - 11 I
L r' I I I I I - �A ---- I.............'... .1.1:.l.l: 4V 1 11 - I I I L
V".R�K r ..-.- .... - ... : .l.%l.l.11l---- ..:.,::,..:: ....... ,.
. " � L r �1� \I- BY PARKS DEPARTMENT ,- '.*-.:.:::.,. -: ' /- .*::.7.1 � � .... — � I
I I . v::-:-. .:.:.:,:.:-- 20' 20' 1 .*.*�l.,.*.,.,.'.,."*.*.*.'.,.,.*.*.'.'.*."*.,.'.'.,.'.*.'.'.*.,."I . . . r
- 11 : : I . \ � I , I I -. -r --Z� -� 46 r L L- - ---.e:f- - If - � , .1, r' I I
. I . I I -- %;�-,-,-' FRONT 11 ., �:,�,, . L _ � L
I
, - r
'. I I "t . " , , ,
I r -`:�:`-':�:* ` - I L I
L "V--- / -,.,....:::x. :�, . OF -� ) f4- 1 *4--..w**lw u I I � .
I lz I ,��, "�"N I , r,
� 11 'r. I I ----- I , I r . �'�-;�'' ":��'L -
. - z L \ . '.. � 1. I Fl- -1., ::-*�; I SIDE YARD 11-1 I I SETB i L . , , ,',, L �LL , , L L, ��,-'�Lr ��,r :L �' " Ir I
I 11 ,� I I L
11 .L, I I 1� I I , I L . I . . . , � I � \ .111 , I /, I IWXG r / K I I
I r I I � , .. ( 0 (9 -1 -C? � I � (TYP- I L I
I � ,-: �', r - . . - , I 11 LL - I 11 :1� I 1�
� I . r , 1. I . I :11 r r I
I . IL . 1: " I � I -*"� . -1 - - - - t.l� : ' L I I I r
� ,
I I I I r ".., . t --� I ,,� ... I 11 .. I M 11 1 lcftl r �-1 , I r I I ". r, L r . I
: I I � - 1, . I I - I I ::) r — I � � I
L
� , ,�z� , I � I r I :1 -- - . _r* , �,.*.'* ..... SETI ACK - / 2:�f �-� - I
I., .... / 15�9 - I I
....
-
- I - - . - k - -4 - -
� I � L I L '2-1 .-��-�,, � -:�, , tAO ---- . . - r ----I- I W" Is . I - L
L , , ��l 'L'L ,;,;r - � _�--/��R - - I L X c > ----:� L I .. . - .
11 - �' � ,r ,-: - . * .0 , -< 0 - I ..�c I . � I r �/ I I L � r
. - ., i I >- -< a: & ;S / I Lr ' L r� - L
. r 11; L � I oll" -
L .
- V & ,l IL � : , I I
: L 11 11 L 1, - .1 r L r r . I � r . ----- :) - / - i tj - Ar_ , L ` I r I r . . r, I
� . -
r I I r - , \* * 1. - 11- 1�1� - - - - - � ,
11 r, L � ".1.1- .-' r .
... �
1: 1. I L , I r�N.5 3z) 1 .. 1--' . N�,,�--!�� I - ;le��
- r . 11 I ,�
*�/ . :
V
I L I I L 1. / .'. . * *, .1. -.."kt. . / .. ---� I ---ll �,\\ - I r 1OZ4, /(9
\ \ r pfj
I )
. I I _ , , 4�1-,-
"'
I 'L I ', ,, , ,-,r , I L k. -1. - /AW� ftol#�' - - - \-� ------ I W I -----11� r I r I I
� r �. r �' , 1, I 9 k k- J - - A#)ii=� -) I I - �- / 11 I - - , f - I I w -----"' I I---- , #1 �
I L I I . - 1 14 , I . . . . t / r - -,;:lz� I � . ,,.-a - I 'I'lo, , . I L r I
I . \ I . � -- 1, / 14-181 , P& I . I I L ------i
.
� il'r, I � j, I r, \ L - 1,�. 9= I I c__,2 xf ov I I 11
.�
I
� , I 11 I I L I \ L 0% Vv. �: � . OF --� . / (� r . ,�A- I .""11� ,---- --"" I . I,----- I . -> . \ . I ?114fl ----�— — _ L L I '' 1. r L "I IL -
I 11 I I 1. - \ , L � * 'It . I _ _ _ r I I r L I r
I I I \ . - ' T _ '�-� 11 -KI , Ce �4 ?-- --� \'*,-� ( ,
' f rlj
.0---�
� 1:1
- L I � L I L 1-4 \�j (- -: 1201-5 . 'MA � � "*I z f2 I-- r :;: fe N -----,*' f __;_= . ,,, I r r
r � .�. i k�� ---7 ) ' 1 STORY p W --� 4 tmi -;� � .
I L , � I I \ IL 1-� *N � I ( - . - fZ4�p* L y --- ,>, I--,' w Cn I /I .. v v, - / (9 / . 4`4 ll� rr', � - L . - 1; 11
.. &3-- --- I . I
I I . - - - - - - I �l - I L I �
.. ...... ..... . I
. - I % .kl . . ., . , "x ____--*- , 14 . . . .*.*.*.*. 7.'.7: S CARA L 1:3 ___:::�_— — — — — * \A111" ..10' ', \_1 p �0, . I
L
-
. .V.1.1.*.l :�17%% — -
� I . \� , "11� � $-t I , Q I ,
\ �V/ .. �-- - '. � . � 4%%, 1 - I -- rot �,� \ I
I n- \ i . I . , a14 I ( � ----�-� - tll�� - - 01), I I �� . r
.
., I � �. C;iy- I J.- � I , I - � k � . *.,.*,,.,.*. '.*.l.%l.l I , - �\� ....... 1 L � -
.\
. -
. � I --� 7.1.*:.l. %1.1.7. iv I � ...... :.-.-.-�..:�.-.-.-.-.-.-.-,-,-.-.-.-..-.- � . IL .1 � *�� 1:
�
Zi I . .--- p ,V/,r ROZM,YS r -
I I r . � � . � -k , N , >1 -.:.:,-,-,-. ,....., ..,," - I r 20! 20p �' - ..... : ........ --- -
. . I LL I 11 . . � , �", - ': .... llrt-u - *1 I ,�l":.,.,�*.*�l.*.*.,.,.,.*.,.,.-.�.1.1.1.*. I
\ � � � I .,.,.*.*., t?* ,V, .... I ... , r
. . ..,, ..... I.- - --------.---- j I I
I . I - -\- - .- ,l..-.*. � .... . .
A -* .. 15 I---- . I %-1111) I I 11
i :*. I k - '.7" 1. SIDE YARD - , =
.
. -\ C-5 1
�,-� . - .
r . L .. � k . .1 .. \ I : '.'.� (9 (9 ..- ................ ... ,... ,.,..,.,..,, -�V, i i .
1 %6 . - . . � /I 1.71*:11.1.% %%%*.1.71% I . --I---, f I '.7.'�'.l.*.'.%'.% ,-:�� ......... � � �,
1 4! ASPHALT . '.' " . I I \ C��;, *41.71%7. I.,.,.,.,.,.,.,. ___j - , I ( ) .*ll.,.,: -.%*.11 -. j I — I
'--:'�' ..... -.. I . Rr ,; I
I � L I % .'.1.7-1.v - ... I � ... � ... � SETI ACK - . i � -:***��- '.'�. " * I �
I , .%l.'.7;.%*.V - "'" ....... ........ - - ���;6 ������:�:;��;�:.�..'...*'�.i�.".-��***"",:,*,*', I
- I L \' , - 1. .... - " .l:.l.%*- . ........ ........ I - :.:.%7.1.1� ----- I -
WALKWAY - .. - , , ,w - - - - fin- - - - - - - - ,^_
� ". '-:,,.,.,:=, .,.,.-.,.-,,.r�, ,,.,,-.-.r,,;" -% .--
, ... N � ....... t I L
I I X .��..,.*.*.*"."*.*".*.,."*.,.,:".,.,.,�%,:".,�,:.". . *.l.*l*.l.l.l.l:.l.*.l.l.*.l; 0�� '4 .1-1- I .... ---l---. 't , I 1.
- ... �-An 1-�-- �*.,�ll'�*.*"�'.'.*:::�'.'.'.,.*.,.,:.*.,.*o .; I
�, , \NS\N/ I I.I.I�*.*."*.,."*.,:.*.*.,�*.*".'.*."*.,.".",.,�.'. w 11.1.1.*�'�*,*.,.*".*"�,�l.*.,.*.,.,.,"."*�* I I I
I I .1-11 ........... - ..... -- - - ... � ............ -- I
- .......... ... 1. i I
. c, ;�: g � --d-1 ... -- .'. .'.%*.% . I
- --.. *- " .......... �......%..,.. FR. D \,,� . :', . .. ", 4 >-E)OSTING SIDEWALK ALONG ENTIRE � r
j ......... - ... �:.,.i:�.�-.�-..�...--��:�����i*..�.��-..*.-'*.'... -�:�-'l�-*-`-l.l.%1.1.1.l.*. I ST ;� . " --* I
� I l.*:.1.1:l*:.l:.l.%l.l .l.l:l*.l.%l.l.%l:ll. .'.VX. -.,.,.'l,.,., - .... :.%'.%-'- ..'... *..,.-.,.,.,.,.,.*.,,*.,,�.-.,...,..�..... �.. i 11 I I I
---.f�.�.,..,.....�..��'..,..�.....,.."..�..�....�...,.,..'I ,..,.r..-,. - .......... - - I NORTH .
- .. -- . � . -- . ------- * * --* i TOR .....-I. - - - - - - - , .FRONTAGE TO "
. .�,��......%%-.,.....,. -.'...."'... ... ,........ ... ... -- -\--,*' I ... 11 ... 0-: ... -- ... � ... �
� ... % *
� t?l' ..:,,.,...7.'l%'. A Rt: -'. :. 1. -..
�'. \ ---.: ..... 104 - -* ** I --,--"' --,--*' ; : .
..... ....... - ..... - ..... I �".".7.%'. .7:.'.*.*.V I I Ll '.*.,.�*::.,�:11�1.1.1."*.,".,.*.,.*.,.*.,.,�*.*�l.,.-.*. I r � 'L I
..: ............. 11 ........ :,-,-.-.v'- ��. �:'�' . -:.-.-.,.-:.%-, - I I - I- n%V.%%'l,:l,.,.,l'. -�-.-.-.-.-.-.-.�.-.-...,-.-.-.,.-.-.-.,�-,-.-.-�-.-.------ . BE REI 'AM OR TO THE 1. I L L
.... ...
11 .1. , _ ... -- , - . .: ,\� 5 �l - � � / /
.1 �:�:�
z ... ..., . I ?111 . I . * . I . I . ,:.** %%7.1.7., Nll-� -< ,-, , '\,� -�-� , /
� . 1� , ...... ..., .- -- 2 SAOR Y
, . .. .. ... I ll--� i5- � ,
\ I L �,\��,, - ) , i i��..*���������������i�������..��.*�����'-�.'.����.'. gri — ). , ;/ r
/ - �� I -, ..�'. ��..�.��.. / I /
\ I ,./ 0 .....1- � .� I **' /
. -��
I � .-� - .. .. .-. . - --�- I
-*.7.'.7.%,:.:l'.*.'l%' * - * .......... � / �-t
� r L 1- �:'�:�:i .".l.".1 . --��. -.� --- — — — — — — ... I ..... 1-1 .... --l"
I --.- .1- .... � ... -�-�. I - - — ---l--l-- ... � I
. I r I., ,*�,�*:.*�*�*.,.,.,:.,.,:"."*�,:.,.,.,.,�'.'.,.'.*�1.1.1�l.*.'.*.,.'�***"*"."""* -1 ....... . . . I A . . ......... I - . ' ,
� . . -.-.-�-..�..-...�.-...,.,-�.�.��.'I ... ,- -.- � � . --- .... ,nSF kCTION OF W W ENGINEER
I .- .. � �'.'.*.7.VQj.'. . Z'�'l�l'.*�'.'.'.*.':.'."""*"."'.,.,.*,,,*.*.,�*�*.*.,.*.*,*.*.*.,.,.,.*.,.*.,.,.,."*,",* ... -
".; r ---�', . 1.1.*.*.,.,.*".,.,.,�1.1.1.*.,�,.,.*�111*1*1'***,**, Q, _7X- --- ... 49 -- - . . -1 ma- 6;;;� r �! ��... , ""' ...%,.,.*.*l%,.*.'l . I
*"***'*"*** ....
". ...
......... ... .... - .... *-1-- ", ' r - -, r - :.,.,.-:.,�*.*.,.,.*�,.*.*.,�*�.,,.,.,.*.,., -.-.%%4k...,,,.-
11, -y-1 ** -1-1 ... 1.1.*.,�1.1.1,1�1.1:1.*.*.*.*.,�I % - .. - ...... � .... ...,,7.'....-,-.,....-...-.-...-,.,.-. r. -.r -. - ,::� ...... � ...... � -11 .............. - .,.,.*.*,*."".".,.��..........,..� I
. - - . � _...., .... � ..... _ ... _.. � ..... * I ... . i �l
--.. -.11 ............... --- � . ..... -- . ............ .1-- ... 71 *1 .......... -- ... � .......... � ............ t.-.-�v....-.*,-,-.-.-.-�*.-.*.-.*.,.*.*.,.,�'.'.'.*,*.'.','.'.'.*�*.*.*.',*.*.'.'�*.*.'�*.-.,.*.'.'.'.'.*.,.*.*.,.*.'.'.*.*.,.*.-.,.,.*,,.*.,.-�,.*.-.,.*.�.,.,.*.,.*.,.,.-.-.,.,.,.*.*..�.I ..... � ..... I . --- ...... . - ..... � ...... - I... -.. - - . � ... I ... I ... - ... -- .... -.-- .... � ... � ............ � ..... -- ........ � .......... ........ � ..... :: . .......... -- :......-�..-..�..-...-.�..�..�...-.-....,..-.-.-...-..�..�,-�-�..-.-...-,.�..-,-.....-.� .............. - ...... ... ....... -....., ..... � ... � .... -.1 ... � ... I.....1- .... ... � ....... � ..................... l'=:.,.*.li%*1
.... * `%"*-,:-"-`,
.............. - I - - ....... ....... � ... -.. . I... --- ........ � ....... � .... ..... - .... - , . � .. ..7.l.*.l.... . . . ... � . . . . . . . . . . , � . . ,,�� I I I I I
- .
.... - r - - M.. -.,.,.�.-.-�*.-.-.,:.�.--*�-:.*.,.,.�.,.-.,.,.,.*.,.*.,.*.*.�,*�*.*-*,**,**,*,* ,.,.*.,,*.,.,.*�,.-.,.C:I,.,.*�,.*.,.-.,.,.-.,.,.,.*.,.*,*.,....� ................. .............. :��:.: .
I - ======4.�:4====:�%,.,=.,.,.,.'.*.,�*.*.,.*.150---4*.*.*"�*.'..,. * � ... � ...... *.1.111:11:. .1.1.1".*�,.-�*.,.,.,.*.'.'.*.*.'.'�*�*.'.'.*.,.*.*.'�I '. :.,.%'.. �% *Z.-.",�,.,::�",.,:.,�l.=.'�""*".'.,::�'.,.*.*.'�,.,::.*.':.*.'.*�'�*. ...... . - .... ... � ......... . , . , ... � . . . . . I . . . . . . I I . . . � . . . . . . . � . .�. . . . -.� . . � . . . . , � � .... , - .... I......-- ........ .......... � ......... _.. ---,-�-.-.-.-.�.-.-........,4.�..t$x.-.-:.-.-.- :
-.1-1 .................. � � ....... � � .... .. ............... . - ... - ...... I I
� ....... - � ..... - ..... I . * .l-.-----1 .... -- ... .... - .... jo ................ � :-- ..... � ..... � ........... � . . . . . . I , . . . � . . I ....... .... - � r I .
.*.11l.*.l:.1.1::.l.*.l.-1 - ...... -.1 ............. � :.,.=:.,.,.,, I
.: v�C.-.-.-.-:. , , A -V -- , - ....... -= . --.- . -- ............ ... . . "V� . :
- -AQ **`%"*'**' I *.,.*.*.",.,�1.1.1.111.1.1.1�*�"I.I.I�1.111".*.,.I
* , -
�
-..4C;�."....-.-..-.-.-.- '.'.'.'4'.'.'.':S".*.'.'.'I*".'.'.'.'."*".' ...... .. ......- .... I ... - I - - - -
" ' '-- -- - , * -
. .. 1. -... . ., '7*' - - - .�.-,-...,...-.-:.-.-.-�-,-.=,-�-�."�-.- *.l. ,�,*,W.*.!:,.,.*;7.*.,.,.-.,.,:.*, � -�� -.-.-.-..-- - - , , --��
'-%% -'.'(I�-.",."'.'-'..'..'�*..'.'.*�'.*.'.,.,.*.,.",:.,.*�* 1*11.7.7. .1.%7.%%' H'.1 , - ..g, * ......... ** ... * �7.1.71* ...... - ..'.*.,".,.*.,.*".*.*.*.*.*.*.*.*".,.,.*.*.*�,.*�-.-.-.,.*�*.*.C:l,.*.,.*.-.-.*. . ........................... 1�� ... * ..... --
. --- ... � .... I-- , - ....... � ---- ................... �,......... I ...... -
� 11 I .11, . . . . �..... I ... � .... � I ....... � ........... � ..... --l.-Sl.*-* ......... ----�- �,.*.,. -:-:".* ,.-' '.*.'�*.-.,--,*...,.,.,.*.*.'.*.*
. -,\, I \ .......:.-,-.-.-.-.-.-.-.-.-.-.-.,,-.-:.-.-.-�-� ................... I ..... .
1 7;:;= .......... B
. #IF Sa-ZFO _11-11-1-1 .............. ,.-.,.-.-.,.,,.,.-. ".. - -- -r;-,-*-'---' M* -l"'..."'.-
- .. ......... � ......... - ...... � ...... - .." .. - ........ ....... ......... I ... - - '
.. - 7..:,...., k!' -j'* -.'--'.'7','\ �
, .. .... ...... . � -'�— - .......
- T
..... ��
I I - ............... 1-1 .... I ....... � ... :� ...... - , , - I ll*-A;�t.7.1.1.1.1.7: � ... ..... .... I.I.I.I.I.I.1.1.*.*�1.1.1.1$=�*.,.,.,.,.,.*.,.,�l.*.,.*�*.*.,�*.,�-.* 7.1 ".'.I ".-I:" , . -.'.-.-.%-.-.-.-.%-.- . -
.... I ... 4 ..... � � ... � ........ � .... - ... .--- - - ..... � - " .. . .t'... -, - ..... .. - -
,....7s--.�,.-.-�-�-.,.-��.-.-..-.,�- .... �*.*-,.,-,-,-*-*-*.,�,�,�l-l�-�*.,�*,�*�*- -.;.-.�.-.�"'-'��-�-.-.-:.-�,.-.-:,�-.-.-I.-.-.I-..-.-�..-�-:-: .............. - ... .. - i. - � � . . - � ... � � � :...� -:-:-:-:-:-:-,.-:�:.
I � ----- .,.,.*.*.,�*.,.*.",.,.*.,.,.*:,,.*.,�*.,.,.*.*.*.*.,�*.,., _ ---- ..........�� "� - 2 - -:' --,;� — ... �.L -.%.-.'-'-. ..-..-.-.. �-��l -4 1
\ . wo-w NL, -X::: *:*:�:�:,.,:�:�:�',:--.'�.:�:�:�:*:'�:-'�.�:�:�:� �'.'.'�*,*.'.*.'.*.'.^".*:.,:::.,:.,.*.,.,.'.*,*.,.,:.*.'�*1 ................ m .. 4�t",.",:.*.,:.,.,.*.,.I.tl.*::,,: � ----�.-�- r : ,
I .............. - .... � ..... - 1. �l - 4r'�.�:.,� � A � '. -.11 ........... I .... � ............ - .......... �- .... �'..'�.....,..�...�.�,�...��."".,."",.,.,.":6.:.:.:.:�:.- -:-:-:`��'� 14
. � , * -.�,-.-.-.-.-.-,-.-.-.-.-,-.-..-.-.-.-.-.-:::.�.-.-.�.:40-.��'�-,...�.�-.-.-.�.--�--- 1-. v- - -. i&:.,. 1--... - .-,-.�-��,!�!�-----, ......
*'*" ... * ... .......... **'*'* , - - -�%..'. _, _
., . .., ,.....*.,:.,�,�*:".,:::.*."*�'.'.'�'�'�'.'.'.***".'.**,*., ".77.7.""'l- I-- ....... .. ............. .. ....... -- ..:,V-"....".,.-.*-.*-*.-.-'�*,:,.-.* - - .... -- .... -:: .. - - - - -'- -.,*,-�-.'-,*��...�-.*".�."'.-.*-', .. .. "......., ."...'...'ev.7...". � ....... ----- .::::::::�:::: 8(r
- � ...... - .g . - ".*.,.*.'�'.*�l.'.'.'.*�*.*.,.,.,:.,.. .:.� - - - - ---:.-,I --.-,%-...%-� *-'-."-*.-:.. '. +�-'.."..'.*-'..'..*,:.:.".:".*.,-*�o / -
-`%%;--l-l-l--:-*-1 ..... � --:: ....... --.-:.-.-.-.-- ......... - . :-- ....... 37'. � ... �!J�.�.: . � ..... - ........
- ........ - ....... 1- - ,- ... ... - - ...... � .... - ........ -*.7.%'.%': -lx`k- ,�*.",�*.,.,.,.*.*".,.,.'.",�*.*,*.-.-.,.*'�.,.*.-.*....,..,W..,.*.",.*.,.l.,.*.,.*.,.,.,".*.,.,.*.",.*�'ll-I.l.'�*:.,.,.*.*.*.*.,.,.'.I ... -- ........
'
.... "M
I "�� 14, J22 sq. ft owpo* ....... -- ... ... � ........ - .. , .;- . - : :.l:.v;: �,::tv. ,+. -: � ,:.:. , �,.:... 0%, - 11
--%%j�;- L - .... 1. ..., :. . :� - .... .1.1�'�*:.'.'.'.*.4.*.'.'�1.1:�1,1�1.1'I .-l-,:- .... %,.,.v. I . . - - - .
.. r,,.*.'.,.*.,.*:,,.,.,.,.,.,.,,*.',,.*.'.*.*.,.',',,,'.*."*.'.. � 1. I ... %*.*.*.'.l.'.'.*.' , - � ....... --- ". - �:..* " � . .. ........ � ...... -- ... � - . - , , . �
- ��
..*.,.",.,:�1.1".,.*.*.,.,.*.,�1.1�l.*.,:::.,�I ,::. . � .... I "a ....... -- . : . . . .1; ... %,.....- .-- : 7:.,.%,.,.,.,.*: ...... - , -:,*Ne:,.,:.- � . . .... ... - � - . - . - � � . � . - � - . , ..... � ...... -... - :.. . . . � ... _ _ � ............ � .... � ..... � .......... � :. . , . . . . ,:. %-:;: ::'. .'.-" - * * ... * , .If%
- \ -00"-- --:------- ..... � - ......... �--.-.......,..::..,...,.,.:.",.-.......�.,.....-.-,......,�.,.�� .*.*.,.,.,.,:.",.,:.,.,.,.",.,.,.,.*.� 1.1:,*.,.,.,�l.*.*�*�*.*.*:".,=M,...-�-.-.-.-.-�,�-�,,�.-,-.�--. -�-.-.-,-.-.�.-,-.-.-.-.-.-�-.,.-.-.-.-.-��.�.-:.�..a:.-.-.-.-,-.-,-:.-.-.-�-.'. .-.-.-A-.-.-.-.-�-.-.-.-�-1-�-.-.-.-1-1-1-�,--..�-,� .. I - - - . : . -'I.Y-...-.-.-'.4':�-1..-...-.-.....-'-.-'.:�.--=,.*.,�1.1.1: - ..'� ... � . - - ....... � .......... � .............................. ....... .,.-.,�,.,�*.,.,�*.,.,,,.,�,.,., :.*,,.,:::.%,.,.,:::: .... - ;;;� 5' :_-_,,
� . .
- - -- -- --- ..... -- ..... � ...... 1. - I... - I ... I ...... -- .......... I ..... � .................. � ......... � .... � ..... --- ... - � ...... -.. - - � ...... I .... --- ....... � ...... � � ............ .1.1.1.1�*.*�l.*�'.1.11,�l":.",.,.,".*".*�l.*.,�*.*.*.'=."'.1.111.1.1.'.,.*.,.,�l.,.'.'.*.'.,.,�"*�1.1�l.*.,.,*�ll'�*.*::.*.'.'.'."*."'.-.-,-,..-.-,,.,.�� ......... I .... - ................. I � ..... �..-.-�"-.-�..-,.,,.,.*.,.,.,.*�l.*.*."",.,.",.,.,.,.. -vo-
- i f-�:---) - (�-� "i 0 . I .... � ........ -- I �, ,,,
�, � al \ 0 XT 00'es I 0---1 --- ---��� 1---------i - - . I-,,--,'-- C-----, -ft%%6��*,-�*�-,.-:.�,�� ....... - , , I V- ' \ / - --
-----C---t I v 136' I 'IN. I
\ I \ L - .0---� — H0X-4QIAt4FS— — — — ...7...7.1--111- I - I
m � 11 I C -
An ,::.%'.'.*.,:.%l.l::�-.* j X 6WNO . I. -
I � m I . . ty- Z�ol -01 1. / z
"_) r C> . .� -%C , --� -l"""", \,_ PROPOSED CONCRETE CURB I TILITY EASWNET �
t i-- .. "t �-- SEE DET8L-fZ*- I .
5 , in -�--,-� -11 ----� .
r 1, C----) � -`,� (�-1 .. >- � � N�-\
C------) CL 15 SEWER & I - \ !-<e- �lc , --,� 'I-,,-- , -,--�l --; -1 - �
PEDES AN EASE)JEN / -:(D >- �� ,;� aj " C=�
LAJ . . . . , -�- .:7
r 1 ----3 129 - 6 �-� �� ,��\ \ , ,:� FOR STORMWATER I
, , -
\ 3 � ,,,-- --d- ;;�' I_--- -,-� �� 6 con .'.1- ir - ;�
0
. cl--31(-,� w bi / C-1) I m .. // - MANAGEMENT SYM �
- - - - - . LA- I I
.
k \ � �-i F — — I ", L *,.,.,*, . / / I LA- '_1 O' 20' 1 SULLIVAN . I
- , - -1 / �1� C-----� - - - - - \ : -
. I C ) �L/ , - -� I 1 5 - \ ,�� �AlZr Q I
1�,- �l , - P, \ NIF
/- /
.
I \ /-ft " / I I � (---I � 40 1 � /� , , L I 11 : I
I �- . 14-9 D
'.*:
\ -- , A, I 20 N 14-11 Irm - *-:� ........ _ 14-6 \ \ I r I I i
--p , ROOT YARD "':�'.'*-.,-:-.*."-:",-.*,�*':.'.1111I i
.... -
- ... I I
11 , :'-�"*:'11% i
r -.....
k S16E A 3 ., - .-... , �� , I . (T) D.)
SETBAC1% ::�' - -.� - - - - \ p
-:1:1` :.w...
'--.') f'�7J sq. ft. C -1� ( I - I . - I -L-� i
-- y/ -r 00AR,05 \ I F& // � I 1 9 1 1 L p (9 I I 9 � \
I ElY � 14 \ ..'.'.';.%T':.*.'.%%*% Cl — � I �
I . It 0 � acres �,� ll-� I I F i ---�� - -) l`.,-,:,-.-l-.-l-:,:.. m -l< I W�- � - , , 11 � r i
- -::". � � I LL �
-1 - I U/ - I ..... -.7.v::.l.%%%l.* I
. . / -- I . - - - 1::"� ,:*"�, . ... r-- (---) c-----,) c----) �- - -� . I
= - m .*`*.w*t,::.l.,.%7:::. >-z g S� I
1--. f tn m .'.*.-.*.%l: ::.l.l.l.'.*:* I � I
. , -< 6 -;�� --(f:)
� czk b . , - . N,,� � I � >- -,- , :.*.7:.,.l :.%%l:.* . . . . . �A C---, ( � �— \ __----- . �
m -p- :.l.-,-... 1.11 ... I � � --- i C----) C- I
--'�7. '�*::.*.'.l.'. i
. . — '.%*.l.*.*'l:. %l:.*.-,-:,-. \',,� — — ---\ --- .3 �
C�. ....... � � ...... I I �
< . I -< , - P�> ; l?) C - I � I I �
Of :P. . w fp �-- "'�� \,— L L !
BIT �& ;� C5 --�- a6 -, , .", '\� N-� ----I- �C,-- I I L I �,, , I
--�� C-) C'----) C-;� Ll w Li K � 11". - -- CA IE MAW JAW ffir -, C) I --� C---) (-----) �
- 1, >- 4, OWN - p ,,,, -------'� C -,, I . :
. C --,.i fp� ;K1 = 4' OW LXV ffjvo� 11 - -� - 1� �- I I 47 --"----.A- � . -----"' - 2:� , I \� i
-
:zt \ I V- -< uj '**'� �o S' OMW 1,W �� -it, " - I I f-\ -77C L ( I - I ( � 8�y'oo"w ZZ -90 #777,6Vow#, l,f4 � ) Z .. �cw 11, -
I L w tn 11 11 ( ) ------ ) C-----) C,---) L C-----) . 10, . I
-� 1 3 ....... ,, qmt�� C----) C-----) C-----) C----�, - - I
-1) I N82 V�' :74;:� 1 � I
. I 0 W 999,20' ".*.'
� --� ,::�'.':::."-:*.%-' Q� #
I - 0 - ) NIF CA MPREL Z NIF mCwz;'ll\, I .:."�*��,.-:.:-"".."-:..,.�*-,�: MEET Vail, CA, N,74 5,5e Z�o -#, C---) 65 J220 " :
- -um -- ,� �7 0 ;;q, g, � .24 1 . r i
k: - W< 7WIER I\, / �w , 494 , A -,
-,,9.
,q
. .V.'.%'..` ,9 g -0
FF .J!r=ll
-.1.
" Nlf - flf TT �- / X/�- KWMAN ,,,,2 .V: . :.*.'. .�,- AND AL. DISTU BED EAS "� w .
I BIT -, 4, 81LOTTA N11F 57,rR# 4 ] ow ly/r ZOTUA 4094.9 .. 7 � i
. .. I I 17,441*,ft C 1 15,549 sq. ft. 14,530 sq. It. �/ 14, 190 sq. ft , -7-2, ZZ5 sq. It. 16,200 sq. fi. 17,219 sq. ft. `� "'::,*-` '1� C . :
� 0 40 acres - lC--\-1 ----.) C-----) C----) C STORMWATER MANAGEMENT AREA ACCESS AREA �
0 J7 acres * J'� -----) <---, / I i
I
------ — �
0 jj acres 0 JJ acres 0 51 -&+, s �u - �-� 20, J94 sq- ft -Q---,>C----) C---., --- I - �
i �
- I 0 40 oa?#* 0 J6 acres -r--- � I D REMOVE );I�F -3� � 047 .-I --- . ....... . -.- I I;z-__--Io.,- �
4 � . I — — — . 1-----,-�� I F � I I DOSTING PAVEMENT I I--------_ CAD' colvc . �
I I I 8/f 50,219 sq. ft �
A�� Z . I I . I 'I------- -- -,-- , � !
INWAN ""... I )I - -, R � !
. : �poa�g """*. I I --- .JOO"" U�- o/ ) I . . t 15 acres N. �----1 _,----, ! �
. 11 -----", - t #IF f 7L IPO #7/ I !
� t � — 11 � �
. 19, 679 sq. f � ! �
r I ctwc- I I I . :
I 0 45 acres I (�� u I --� "I---' 11 I
x I : j
� i � I I
� ! I - !
8/f I ( . f I �
. t ;
� -f---l— r% I .�ll �
-- I � � � ----.r---%- - I I � � --L---j - Ri I "*"� 1-1 i � I
. [ C-1 ,*-. , i I
I I I I 11 ' / , .01 4� �
I I 100! WEtMDS �-1 �
r L ------- r— �
� . . � I I I L---F-j---j I I BUFFM . - - - t . / *... z", '1-� - V � i
I .............. .. ...... , - - - I I -L— - - - — - - - - - - - / x TWO (2) 6 WIDE SVANG GATES � I
.
.
.
. . . - Sff -PANIAN
� r I . . � I I I X Nlf I "
I I �
I.
i - ---I— - - - I
I � /
I , I �
�
I r .
I
I .
I � I . . � ". , . WIT ROAD � � . / I
� BON . —1--j--1
� . I � I
f I I ,.. r,. I � . I
� �- . 1.
r
� I � �, 11 --- --- , Ak" I *
�
� L- -- I I .1, — — — — — — — — — — — — � I I = I I
� ..- I,------ ��. 1.',:,� — — � �,. 0 11
. I �- , - —
I
: .- , — -�-�— � . .
i � '. . �� / U) —
. r,�,� . � x
: . �, �,, . 5: f -o
; ,,,-,%,. — — — / I LJ >-
"
�
; . ,...,-------------� �!,'I�i�'- I uj
r . .� I " i ,,- , . . / � Cl X -3r.
,
. . �, -, ;��. * ", . . . = m I- w
-L
-,---," :'j�t� V) I
. I I �- "ill., � � . r z r
-- , I , -! . <
-- I �. 1,.1 :D UJ
. I ---� 1�j �. . I � --j In o,z
� I — oe�,,
. � . 0- 00 .
I
� "rzo I I,- ";A - . I / I Cn wo
=� I
- - "
,., -,.� I �
-'o.
.. -, -
_� - !i- I � I
� .". - ,�z - ' V L f0ND � r
� --� , -,:.,!-,e - cr_
�
�-
� -,
i -,' �*w-,-,,,wz:-- . J�=- I r,r�7 I . �— M.-rm
I ��-==�:=.s=-----1 "," r I . � M �-
I , '- I -
� .L-"�'
I 1�1 I -� PROPERTY LINE =:) < M W �
: - -:D�- L 1� ;�.. \ . 0 >-
I � � -I-..- '�, - . .
i ----, -, " � � I � . EA.. Z W
r L I '�:l PROPOSED LOT LINE I I
- . :1 I
� .
ii --� - 'r I 1� �,�.. >- N LA -
I - f- 11 1.z,.". 'L� I � . I
. I I . I �l . . . I
I
1". I L < U. 00
1 . I 1. — — — — — BUILDING ENVELOPE . 0 C-4
; x \ . RIGHT OF WAY I I I . I .j 0 1 LJ ,,fr
) I � 00 � (t,zl'
! \ W 0 I
; -.1 ?
� .
: I CENTER OF RIGHT OF WAY 1 04 .
� I -j
i \ . I .
� - — Cl 5:
1 � I EXISTING EDGE OF PAVEMENT U.1
: I I .
I
I � ETE I TABLE OF DIMENSIONAL REQUIREMENTS w I
I
! � - * .
;
� . \ tl I
. ,-""*,",*,***'*-"""'*""'*'**"'***'**""'**"*"".,�-".,.,.*.*.*.,.,."*."-�*..*..-�..�..�� ..... � SIGN TA 8L f .
'-*-* -- ... *"*"* ..... ***---***
I ."*.",.,.,.,.,.,-*�'-'.,.*-,.,*.,-*.**-,.,.,.,.*.*.*-*,,.*,-�*-,.,.,.,.,.,-*.*.,.,.,."*.,.I VE � . L
I � � -.1- .... � ..... � ... ... I. ...... �
..-..........----.--...-...�..-.....-..-.-....-..-l.-.......�-..........�..-......�
L .... ..... ...... � ...... ...... - ....... I ....
......... 14. - � ....... � ..... . I ........... I-.
� I . ............,-, ....'. -.1--�-.......�.I......-.�...�...-...-.....................��....-.- .
. ............ . -------- ............. ....
f , I ... L ........ —...- ..... ... -- - - —.-:, -1 I . PURSUANT TO SEC77ON 250-20 OF 7HE WUA6E OF RYE BROOK CODE AMENDED SEP7EMBST 27, 1994, .
; I 7HE APPLICABLE MINIMUM DIMENSIONAL REOVIREMEWS FGR THIS SUBDIWSION ARE AS FOLLO10S
i I
: f14
� . I ,�2 . ' WETLANDS LIMITS AS FLAGGED BY EVANS ASSOCIATES ON 6
1 . .
I I . I I . . . If .. - 4� ,,p
I I fzl OCTOBER 1,1996 IN ACCORDANCE WITH VILLAGE OF 't. �o 4 . . � �
. . -�
I H -y Nk :�' I REQUIRED PROMDED
.& I-
i , RYE BROOK WETLANDS REGULA11ONS (LOCAL LAW NO.10-1994). V &� � I
- r \-)
� .
, O�
i , loyo MINIMUM LOT AREA 15,000 SQ. FT. 15,000 SO. FT. .
I . I r 4& 4 . \v 0 . .." ... m....w.w
I .
I � � � MINIMUM LOT VADTH lop"FT. (1) N/A - I
. I ,-- I , ,,�. - I
I I - PROPOSED LOT # IN SHEET 1, BLOCK 5 1,� _ MINIMUM LJDT DEPTH 12� FT. (1) N/A . r I
- "
- ` �
--*.', �i,l. - .
I ", , I
I . -,�-
, , ,
i e � . " � '. MINIMUM FRONT YARD 40 ff. 40 FT.
1 ,� --l-,'\ I li '�:r . . �
! r ,� I WHITE ON STEEL , � � I .
! . -1,
� . I � . 1 7'-O' Rl-lC x :�,.- 1-1 MINIMUM SIDE YAW 15 FT. (2) 15 FT. .
i - I 1 30"X30- RED CHANNEL � 11, ,� I
"", .
I , f - -- ,- .1 I
i 100' DIAMETER HORIZONTAL CIRCLE 1: "�, , ,!;,. 11 I I
, , � �- I MINIMUM REAR YARD 40 FT. 40 FT.
r . � ',
. is '., ';�11' �
'�l .
I ,
-
- : . I
\'� � - r �
� I
I � . 1�.,.,,., , , 1�,�-,.,,� � MIMUM FLOM AREA/ DWELLINGS 1.5m SQ. ff. 1.5m sq. ff. I �
,
*
. . .
.�l ,, � �,
I I ,
�
I � -�'ll ,�` i,l ..
I � -1. , ,
.
.. I r�� -1
-4 - " MAAMUM HEIGHT 30 FT (2 STORIES) 30 FT. (2 STORIES) 1, �
I _ I
I ",": r .
�-". I �. - � �,
. a v 9 . - . 1,
. PROPOSED STEEL GUIDE RAIL ". , I � �� � I
DEAD BLACK ON STEEL 7#-0- W3 -17B x ", � � . � r
" ��- '� .
2 24"X24" � ":'L' � L .
�- I
E14D - YELLOW CHANNEL , �
� , I
i .: . ,,,,� � !, I ,, . I
I . I I � 1,�:�� � , .
�
i , . -% � . r
! . � .�,f��,-," I ' "I'll, . �
� - '-�- , � 11 I
I.- * PROPOSED STREET LIGHT . . 't, ,��(l) PROPOSED ZONING REVISION iMLL REPLACE LOT CRITEF?IA VATH PROVISION FOR 1W DIAMETER HORIZONTAL CIRCLE AND a , .1
--,- , ,�,
. . ,141', �, I � 1.
I I I I No '., �:V,, I A 65 FOOT FRONTAGE AT THE PROPERTY LINE RIGHT OF WAY. .
�', , : , Rum 11 .
I , - 74,�,,��:: �- ,*�
�4�,� .
��,,�',� , , -�: � _, � I .
� " - , �. � I �- RA A: ; I r
I IpAmm ' t - :'� 1,
� 1�: 4,
��,,, I
- �� . - .
�� Y- -- . r
,
. I ; 3 1 ANY I 12*X18 " REDON STEEL 7'-O' Pl-lC x . te �C I
W�, 'r.� , TOTAL Of 2 SIDE YARD "AM EQU&S 40 FET. wwc- �
�
� I � 1 I . I I
'/ . :� �,� ` . I .
z/ , ,�, .
,
. WHITE CHANNEL , 11 1 "=50'
. ��� F I,. - -
��
-
"� 11 �N . -- --------- . I- ----,----"----"- wil 1----...---.- ....... --il -, � � � r
� . PROPOSED SIGHT EASEMENT 6N+ � ;� .1,111 w 111111 11-111111-11--1 - I
"
. . I � ,",."�. " L � I 111111 IRWIN, . AM I
. LM22111A _,� LLL... .1 I . I I �� I . r
� I . . I I I I I I I I I . '. , , � I - , I � 7/2/98 1 � . -
. �.l - , , . � I I I �
. � '11-wl
.� �1�11 11 1. . I I I
r �,� �� ?" � - I I I
.
.
.
.
,.-_ -,��, I Aw #a r- � I .
--
-
-
,
-
, -
. . - I '', . � 14 1
i I ; . . wl , 96124 11 I
� . .. ,, �,,�,
. . 'a
I - . 'a
'a
'a 'k
'a .
'a � I I '!
'a �
'k., 11 ,
�
�
�
�
��
�
_
� � � ". I � -
�
�
�
�
�
.
�
� I I
, . I r
,
. ,� I � 1 4 �T! �
I I , . I
...
, .
L, , - , 0-1 I ,�' �,
� � 1. I I ,,
, � 1; �
I � � -
I . . . �,�� ", � .
PROPOSED SIGN & DESIGNATION I �,,,,�`� , I , ,� - �
� �, :":, � �l I SITE
.:,:
.:,: -
.: I � r I
. j�� r �, I I r
.:- , �, . I . - ,� I
-
I - , I- � . - - 1�
-
I - � . . - I .
, .1 ��
, , ., A"Aw M& � I - I �
� . , `� . r I
I..., - I - I I I
,�
,�
��, � . � ��
- .. �- -
, OR12TE0 AL)FRA7700V OR AMMV TO A MAP OWyMTC) 11198 by joM MW .1 I .� r ,� . 1. �
� , -: - MAL11H WwA" '
. �:,, I I
I . 1,r,, �,.� 1. I . . 1�
�,
. . � � ,�
, -
",
-1 - r - -_.- ��< . �, �;, � � r . I ,.�,l 1,
� ", I I I, E I
\ (z .
. \ I
11 lz--J )3\ 1 f
�
-.4
�.
Ab
L j 1 � A ,�,,�y ---- \\ � I
'I -- '*��7 T I x �11
---�c I
C I -I 1, I
I [: ZR02WS LZ 11 ---- --,,� & I
"
.
04 ty4r
t e C / I LT p -------- -- , � - ) y # r5i ; I I /111
l?i 1-1 10- 0.
.
_
I k /// f_ 7 �
t I 11 lk I
/ C I I I
I I � ) �J'
I
. . ,,,, ,,� � C"'M '' - 1 ' - r , r�
� . , ��,""; � BEARINC )W SEAL CF A PROFESYMAI EN67NEER 6P At I � I
I r � ", r ,
I , , . . - . I � " �,�,",,;�� I � I I �- . . ,*,,� *.,wf of A 41=0 -* *. � , , � r , '. , � , � , -
,
� I I . I 8� r , I �,,,�".� I ).z .!* ,.owt -W = "-*� ,F - wwomi r w r � % I I � , ,
� I I � 1. � � - Arw row f9un 4 aw L A W, j***Aj*j"**j6j - . � I-., I r 1-11 ,", �,.
I . I . � �- or - 'O - . I -, ," I
- I I . � I I - PROPOSED 18" WIDE STOP BAR OR A LIMME0 LAND, WRWrOR IS A 00LA 770N I - .11 1, � w' ":�,,- � o, '�,�`�,-
I r I . I g74 =--, ift, ===zw � % , ,� � . , , -�
I � s�cxw 7" or Nt =— r -w I I 11 � � , �,
�
I I I I r . I . �l I I r,,��,l "I ! . : - I 4*00we vfA*#Abw&m**#W4%"&,- �, , � I � r 1. � �Ll� � . .1". I �l 11 ��t I 'r
I , . I - IW -D I r � r I -1 - ... . .. -- �
� � � . ,� 11 I r - tA2PT AS PER - 0WV M9, 9J8 MW.? am */*W A A " I I I -11 . , r',::::: 11 . �, : , ,�-,,,- ��`*,-x�:,, ,
1� ,
,I- " I , , ': �,
. r � I I � � � . I I., r , r . . - , �- ,
. I - -
! � 1, I I . I I I . I � . I I I I I � r I . 1, - � , ., � ., ; , I I "r � - - "I .
� . I . I ,-11 . I . . ,-. I I � . . I - I �� " ". I i I I I � r, � , ,,,, ,, r r I � � � I . - . �, - Y��', ,- -. 4 � `:��
- I . , r .. . � �� -,.
r . 1 r . - I � - I , � , I -�-,-', I � - .� 1�.l � I . I
I I 11
- I ool.11 I " � r �-- . I I I ,� , � I r - � -�- � - , - I I "I" , :L - 'r 1 __ ", -, * ,,�,� .
�
. � � 111. . � . I -77 , " � I I I 1 -4 , �'r�t�"" " � I I:%, .-
!, - , - I , - - I r . I � � 1,
ill.: - � . I I \ , I � I zr I I I
I 1. . I . 11 4 "I" It I r' � - I - I I � ,� � ..' �i� - � - " " " .� I
I � . I I I �:,; ��:-' , I - . I � - � -�l � -,-,. � ,,� 11 -� I I -
I I I I - I I 11 I � I I I ;� . . ! � I I '. 1� t � -- , ,� �- . � I - �-- I ., .� I ,
� ,
r . � - � . r �l I 'i- . r� I � I . �.l :1 I . - ,
-1 ,v . . -, I , I ` I" - - _. ,_
i �--. :- I , � . I � I "� � r -15 IT - I I . I - �1�e %�;� ..'*z-,' �, �,,�,�
I I . I ... - � � I
� ; - I I I r I : I 1, r � � �l - I i � . �� r I 1.
I - .
_LA
to .5
Q
r
14 1,69
0
%4)
01
188 2 -A 9 8w
2o5.7
'c�
1ANV 1471 MHO
�ck 1869
?10
smH 10
WIN THR OP DRI VF WY Ol
JOe
1-01 1 1 APPROANA IF L OCAY01V
lop . ......
8' CAS MNN PER COW -
f 188 7 TW I ED R A 7ES
/ F ____j 185 \ 1850 1w
BERKEY LANE
APR�0- - LOr
po" ROPOS�EQ LIMIT Rhe7i .474V
oc c 0' 8 AMR M
byr COAIN PE
Af
WA Ap
/PAVING
Of If
4�
NN
% D
N, N, ---------
xl�
. .. . . . .. ..
Li j1v IX -
9535 x
IN
N\
N, - - I
M 5 N.
192.2 1
x \ \ I I x
21Z 4 ROMer N, 'N
JWH INN, 11� Y., 01
I &T
'N
Of (OW N, %
INNN, I
Of N, Nv
Jk LA
\N,
x
'N C ---b
cavc
elk
"v-
_8496 7
EE E RGEMENT N,
211.6 N, X C
f L
2551 N THIS N
-riz
or
L
WAU r �/ it 4L
N.
5x Q 9 V, 6 RA TO\ %Wfg'
\1 , , '' V,
AWH
20906 76Y
Fivi7tain
,0040� I
I I S, I 1� \ \ A N % \ % \ff-K(AT 1TCr-MfV r, \ \ \ N, 'N 'i I x I I S7Wr If, I
)COYMOA I \ I N I \ \ I I \ '\ \ \ I -
1��v 1� t� , N k \ % \ \ k MAME CARA 6r
\ N, N, �IJPYSH k N % I \ \/ \ \ \ � I *a
ggaf I\M4 kc k - 0`
N.
Coop A 00 N.
tRAMI L/
SI
xc U N\
C --Q E-1 2 'N
% \ \
x 205. 9 TOP IN 4
f4- N, N, N
% % 'N N � \ N,
FA UZI` I E-9 TOR 35. N 16 �11770
IN \E-1 0 t-_' 'IN 'N
T(R I \m N1.1.
\N R 249.98 14
fL21 % \ \ I I 3� E-94 % \ .6 N\
233.00 .37 L_ "N NN
NN
MMS TO 81 - POICA U %
N 0` N C) 40 A A
T0\R4F WLAOf Of R)EBROW
V
x 0 N\
bvr PROVIDE T�MPORA�Y SWALE 16 DAN\ I \
1% \NFIR PAW 4 \ \1�x 22&OQ ni,-
2050 UNTIL FA14UTY\ISi 4H N.
SIGNED N.
OINMUCTED BA THE\ 04 1 1 1
OPEN 2a
1AGE AYE \A,4 sm 8 FOIINTM.)�,
17/ 2558
OCS D-1 0
1N SMH
N, N, �MH B
�;MH A,& ff 9556 'N \ (DROP 01
-TOP,\7,30.71 X_ C-01
k 4
NN VOP 19&70
E-+ TOP 2291,00
H
fd- -4,
N
fur it 5 N,
+20650 a E-42 A I I I
4L ? c 7-
'QUH -7
'N \ k
V V\ MAN N\ N\ `7 1751
I SI WALK
IfF4, x 104.4 AN
% v
Ze
t
c 8
204 ?54.9 0
x 2IL4
y
1W A 0 11
-2 -IN 2D8. f
N,
209.1 401 -
Al
S70RY fal\,Pwp
fR;f ME CARA 6E 1 4' S41V
RIP J
Af$
f %
J_ , 0,
V p .. . .11 1 1 1
lsz \ 2J I I
'IT
\A rop xv .., I
2
Ti "o F BIt
x 712 )-VH&;r
sm
___v OW W TOp 121
aR TOP
'RY
212.07
X \ 2STO ib bYRD
x 213.75 f M DKG
F
i sroR
all
0` �,245.,
% 21 . % -
"-4-- ".K- 7J7
& I - - I
U, �� 01
p \v \ C, C3 C)
C) c:1
"x NN
A -A
_N h04
:29WH Al- r
fL2
TOP N,
W.25
N, TOP 21'
NV. 21 - /)/n j S
A-4 7 2W I a I I /I
///. -,.A, 5- 1 W / I
Of MH E 80 1 1 // I / I i I r I I I I I
(A )9
TOP 225.
11yT jup 21 'Zl\ 0 x
fA T Z ol
�_A. A
211.65 TE NO. 1
6 14-
4 IH E-5\ 98
FOO DI TURBANCE 0' /0
I PP 215.69'\
D- EXISTING I x -3
N, CI 5-1 -SMH A -
x "Ego." 0 AREA SmH A .02
I I N \ TOP 5. c
DI D-2-2
MH
jep/
2077 TOP 205.60 TOP 21 &
-A=f
WOWED MM x 231. 0 11 --------
a7 aS I
i ) 4L 4, akw L 4'OV44V LAW
2172 1 \ I I"(,- 7r--- �7� I I 9P,40 PAD
4 AP� PAD cavc
------------
d15 6' WOO wow, --Lj -
T
-----------
n) I " >
Li C-2
CI F -\t
TOP 170.2
----------
21 10 rG&Tr C
Top 29
%
BIT INV. 2
?29.4
x CI F-2
ry
2071 .1e I
205.2 x AP00AIMA IT L OCA 716YV
222 8 9 ART W111 /f I,
IN �M.50
I 1 4(0 GAS AMIN PER CON-
I POOL 11 1,41 ED PIA ZES
22J 6 2J5 5
X
N, POOL
EX. CI 41 us. It
114 N
2J9
bv x
N. OPOS
TOP 222.60 PR D
flu x,
11. 220.60 In LIMIT OF NE 1 1-11 \ /
INV. 220.60 ww (2) E TOP 164.29 APPROAAM IE L 06A 776W
- - - - - - - PAVING le 8' WA fiR MAIN PLR
G GATES
GRASS STORMWATER WA MR 00 MAPS
8 MANAGEMENT ACCESS
9
BONWIT ROAD AREA
fy n- r, G..
Tcp I
19140 INV
1 /NV 12' VT
1 6 n
rx a y y y y
Top 195. 6v,
1041 INV
192.1
SMH
moo I-,-
14- w / I le4 I
ow ow a#0 SAW CUT LINE
MEET EXISTING PAVEMENT
EX a
off TOP 195.95
0 19J6 #VV ------
0 w 192.6 SUMP ADJUST EXISTING VALVES
EX SUH REMOVE EXISTING' AS REQUIRED TO MEET
-16i 1V6
N \ % PROPOSED GRADE
IT80ap B 'EMENT, TOPSOIL & SEED
7 -
EX aw 0-5 DISTURBED AREAS D GRADING NOTES-
LEGM
V6j J4
,VV
XNV
IT02P 4 NV E. w
19
1. RWNG OF THE EXISTING WETLANDS, AS AUTHORIZED BY THE
J6 1)VV
TING v U.S. ARMY CORP OF ENGINEERS NATIONWIDE PERMIT #9702320
REMOVE EXIS v PROVIDE FULL DEPTH SHOULD BE UNDERTAKEN IN A MATTER AIMED AT REDUCING
GUIDE RAIL PAVEMENT. TOPSOIL ANC IMPACTS ON THE GENERAL ENVIRONMENI NO STOCKPIONG OF FILL
SEED ALL DISTURBED OR OTHER MATERIALS IN A MANNER CONDUCIVE TO EROSION,
OR IN AREAS UKELY TO CAUSE HIGH TURBIDITY RUNOFF DURING
PROPOSED GRADE
STORM EVENTS. ALL EXPOSED SOILS SHALI BE REVEGETATED
250.39
IN A TIMELY MANNER TO FURTHER REDUCE POTENTIAL EFFECTS.
+ PROPOSED SPOT GRADE
E TING GRADE
XIS
x EXISTING SPOT GRADE
PROPERTY LINE
PROPOSED LOT LINE
18RUSH - - - - - - - - - BUILDING ENVELOPE
ST.
2 \L. * 1 PROPOSED EDGE OF RIGHT OF WAY
0 0% TREE LINE CENTER OF RIGHT OF WAY
EXISTING EDGE OF PAVEMENT
PROPOSED CURB
39-0*0
-ROPOSED GRADE
r -SOD STRIPS
0.1
r.0
N
e
77
10
r
NOTES:
1> THE GRASS SWALE
1. IMMEDIAI&Y AFTER GRADING OPERA \_ 6' TOPSOIL
SHALL BE STABIUZED NTH SOD CONTAINING A MIXTURE
OF 50% KENTUCKY BWEGRASS, 25% CREEPING RED FESCUE
AND 25% PERNNIAL RYEGRASS. SOD SHAU_ BE CUT IN UNIFORM
VADTH STRIPS OF UVE GRASS.
2. FOR SWALE SLOPES EXCEEDING 8X JUTE MESH SHALL BE UTIUZED
TO STABIUZE THE SWALE BASE.
1
0 &/_ D OR CHAR _D R OA D
11NAUPfORIZE0 At 7FRA 71ON OR ADU77ON TO A MAP COPYNGHT0 1998 by Jdm Mepr ConwtUng
B�ARIW ME SFAL Of A MCFESYMAL 6N.-MUR 6F f=R= No pelf of A* dWOWI Avy be rqwvAW4 sterod k
am xkv*
ROADW.191 Y CONNEC77ON EMARGEMENT W A LIMA(ZO LAW WRWYOR IFA MOLAAW OF *Yr &" ff 6" 4
k"ft 01%.w Me Avir paw
_TC YO V Mg OF INE NEW YO OW EXCA W V L A W, *="wt sokol at whWw po� of J*7 A40w CaW* AdF A"�
FAZYPT AS PER ZC77aV 7M, W8-,01WSW 2
zww RA ADM$M im
sr"_ 1*=50'
MR? 7/2/98
mm W. 98068
wzu.Nr v - SITE
AWRAV /a,
SP -2
0
0
LLJ
w
�n w
WZ
0 �! i-
00
E 0
xw
0
U.
z
LA.
C-4 Li -
0 0
0
0
64
Ld
0
C)
(N
LAJ
zww RA ADM$M im
sr"_ 1*=50'
MR? 7/2/98
mm W. 98068
wzu.Nr v - SITE
AWRAV /a,
SP -2
00 00 coo ma* m
In m 8: 02
4m ca CD 0* 4m
�5 Zl_
<1
J#
A
4f o -
F= a
%
SO*
LAW 1871 "o,
WOO
H 10
8- N (�b_ 9' #46 e;
WIN THR OP DRI VE :qjSL EXISTING So WATER MAIN
La
V) de APPRONAM T L OCAMV
F ......
8' GAS AIAN PER CCW -
M P1 A ES
/x
BERKEY LANE �A$
CC%
APPRONMA 7E L 00A fl�V
8' WA 7ER
b!7_1 WOER
ox ox X. -
Li
Pf 4 am . .....
Aam 4W)
if If Jo I MANV
&T
GV caw
REMOVE ENSTING CAP AND
CONNECT TO ENSTING WATER MAIN
LWY SXWE WALI ji��W)W WALI Wr
ALI ok
11111 ox
is &, ) 0> -
Now,
cy
U)
80V ax-A(ERA mm
f120 CMIC > 7OR �ftwww
AIASOWr CI E-11 (POW ACPAIR) REMOVE ENSTING re, p z
_1�m 24 LF. 15� ST. TOP 251.13 GAS SERVICE 1 s7mr W z
FaINDA
Sn MAW GARACC
? 36 LF. 15! ST.X 01.60%. INV. 247.50 JIN) &r L OCA oil
ENSTING STRUCTURES INV. 247.50 OLIT) p669
TO BE REMOVED (SEE 03.85% 1 1 , <� - - EXISTING STRUCTURE TO BE
OIRT C Na
WH NOTE 27) REMOVED (SEE NOTE 27) z _j M
mg 05 ]w I CI E-12 G
r&,n&,,i7 00 0 14- (9 1 1 00
VAL W,60� TOP 251.13 4 U. ICU >_
14-z INV. 247.88 (OUT) Cl C-1 Ir X Er X 6' TEE C) z
FA44Xr, CI E-9 ROVIDE & -V
\ ��JTIDP 2UOO MH E-1 0 HYD TOP 235.00\ AND C GATE VALVE '0
.1r_X.8;Xf TEE AND (IN) 24 LF. V ST. TOP 249.98 015 CI C-14 INV. 231.21) r 10 24 LF. 15* ST. PROVIDE CAP 0
fL21 A _;1 V. 229.75 00 000.
CI E- 1 227.85 COUT),,-ooll 5.002 INV. 246. IN 0 TOP 235.00 -NI.M. 1 -JI -20 00 1 0 z0ax W/ THRUST BLOCK
2 INV. 244.51 oti INV. 231.68 f NW uj
TOP Or 4Q1 / 00 0
1jT) oz
-STt'o 515%,, 15 __7 W
L 04 OS TO 8f 9010.4; 0 -*TER (DIP)\ INV. 15 1 T5 i- I v -
70 Af WMIZ- 4c ME MW f . . .... ... e WATER (DIP) WATER (e DIP2 io WAla (DIP)
x AAL_qqq.Z_
PROVIDE Ir 300 tR SAN.-* 6.002 r/
4h4WI !F- sm�- M!41� C1 C-12
FO? PAN PURPOSf b AND 6' ALOE I A
E 8 IvIj 22&00
2.27 A OES TOP 22&05 INV. 224.75
SMH A-9 -7 OPEN
INV. 223.20 IN) IR;W Ir Ir SMH
OCS D-1 INV. 223.10 TOP 245.20 TOF 0 TOP 2 U33.
206.00 HYD SMH A-8 INV. 238.70 (OUT). INV INV. 227.68 LF. W ST. 0 1.79X -2
IF /SMH B-4 �SMH 8
A INV. 204.50 WEIR) AsmAir -iNX 227.68 turw MANHOLE) SMH B-3
TOP 230.71 MH C-11 /TOP 21ZOO DROP 4 DROP IM
INV. 200.50 i3(r) MH E_ 1 LF_ So SAN I INV. 224.71 (IN) TOP 229.00 [INV. 2D4.01 IN) 70 TOP 187.39,
221.95 05.70% INV. 194.00 JIN) INV. 183.60,,
CI E-2 INV. 21&70 JIN) INV. 224.00 JIN) INV. Imix 01) INV. 187.30 wl)
TOP 2D9.50 TOP H A-7 INV. 224.71 (OUT) RVIVI INV.
PROPOSED: SiREET
N, STONE WALK LIGHT (TYP.) ool-v-"
INV. 206.08 OF
27 LF. 15" ST. INV.
INV. 206.08 IN) 7 26
tOP MANH!
03.81% n7:13" �llm (DIP)
f1N) _"-�ENSTING STRUCTURE 70 BE 20 Tr I I
ST. lab L 17 0 17 q MH C-8
f4- f 55 LF. W ST. tl 212.84 (OU1) -21 IN IWI) I . I �
or- REMOVED (SEE NOTE TOP 21&271
INV. 20MO(W)
*u I
165 LF. Ir SAV*-� or STING STRUCTURES INV. 207.76 fn
7jPW1' ILA SIN j
209.1 00.40% TO BE REMOVED (SEE INV. 207.76
PROVIDEIrX Ir X V TEE PRO X 6o 44 LF. Ir PVC
A"OTE 27) AN,
S GARWE EL 11 SAN 0 10.
a14 cc, AND r GATE VALVE 4'SAN. aWN 015 *4% 6 GATE VAI
INV. 200.00, PROVIDE CAP
5 LF 15" ST, 0 2.00% N CONC cl C-10
(9 THRUST 8
SMH A-2 .0.1 PIPE ANCHOR
TOP 0.0511S., W INV. 21168 �1 DETAIL #
15 POSM&I w/ 1
kS\E--4' TOP 217.30
`11�
FL
INV. (IN) INV. 213.58 1
IW. 2 OUT (I cl �_5-1 PROVIDE Ir x ci c I/ SmH B-1
% �ff 16vr
R 21 TOM 216.80 SMH B-5-1 z -
PROPOSED STREET 0 VAL W ROW TOP 223.50 TOP 211.50 TOP 171.00
TIFF INV. 21175 2 srORY 0 81R, 0 8.4 1W ST. INV. 208 25
24 L F. 1 T' INV. 168.19 JIN)
I CAST IRG4 INV.7212.55 (OUT) M-0 LIGHI j I yr.) INV. 218.92 JPIN) T43 Wit
AN OU 0 4.16% LF. 9 IMP SAN v 20.00.4 OUT)
ST. 1
buwmm WILK MAW. 24 L.F. I ST. HYD INV. 21&92 1)
LF. Ir SAN !7!), �j HOUSE MANH
00.7 TOP 212.85 PIPE
V. I LF. 1
SEE ic ANGS WIER fe DIP)/ WATER (DI I WATdR (Ir
'oOS-1 AND 'IT �SMH A-3 T. 0 2.1. 207.50 IN) 30)
DRAINAGE IM EME 225 SAN. 0 252 1 2W INV. k
byr 24 F. TOP 210.25 a V� 07� ENSTING r
I
DOWNSTREAM NAGE 0 B4 INV. 205.49 IN) WOS #1 SANITARY SEWER MAN
x 14 14 El 17CA
INV. 205.49 J TOP 211.857 t
A-4 NV. 207. SMH VAUL To
SUBSURFACE STORMWATER
7W,W90 TOP 11.09 20 L F. 18r' 14- A-5 %I E-5-2 SMH B-5-2 TOP 21&20 LF. 8- INV. 206.20 kinj
T. 0 100% 2 LF. 1 ) tj MANAGEMENT FACILITY
NY .704.50 (61YO 111M 0 0.40% TOP 213.19 MH E-4 1 vr 244.80 INV* 211*11 INV. 199.115 (OUT) ax
NV MJ7 (N) INV. 97 (IN) 00 TOP 225.20 INV 209.73 ST. 0 2.50 600 LF. 6 DIAMETER
INV. .9 (OUT) MH E-3 INV. 206.34 �!N) V. 20&14 (IN) HYD INV. 227-00 (OUT) 0 INV. 238.80 (OUT) IINV. 21&03 1 HIGH DENSITY POLYMELYNE
TOP 211.65 INV. 206.34 OUT) IN , FAO r INV. 212.20 14-5 DRAINAGE PIPE 0 0.00%
190 LF 18* .0.94% INV. 208.05 (OUT)
CONNECT TO E)OSTING INV. 207.87 7 LF 15- ST. 0 2.00% INV. 207.38 (WQS) 4 14- 14- cl c 9 14-6 INVERT ELEV 162.50
RESHAPE INV. 207.18 fL TOP 21&69 14- TOP 217.00 ACCESS�JTHO
INVERT IN OLE DMH D-2-1 14- f S2 1 (9 (9 1 Ypj #
TOP 20EL15 INV. 207.18 14- INV. 211.44 (IN INV. 209.50 (IN) #
0 INV. 201.90 �IN)- INV`. 212.44 �11N� SMH A- CI E-5-1 SMH A-6-1 SMH A-6-2 IN 1 8 LF. 15" ST. 0 1.00% M H r-3
cl, I INV. 201.90 OU DI D-2-2 INV. 211.441 OUT) TOP 225.20 TOP 230.32 TOP 241.02 MH C-6 TOP
r11*_ TOP 205.60 Top 21" INV. 221.75 J10N)j)II INV. 224.32 JIN) INV. 232.35 (OUT) TOP 212.15 INV. 174.28 (IN)
H A-1 INV. 2OZ60 FL7 FL6 INV 217- 8 IN) INV. 221.75 U INV. 224. OUT) INV. 206.63 IN) MH C-4 INV. 163.96 (OUT)
2113 INV. 212.18 OUT) CA 6- 4,av4,WL4W INV. 206.63 OUT) TOP 199*92
4', WAV
INV. 204.6 ST. 0 1. 4' 04AW aNx NV. 195.07 �IN) COW
70 LF. 18m ST. 0 1. as S' CHM LW wA M jNVj,_K&3 WQSJ INV. 184. W 1)
FT_ CI F-1 -y -y --c
b. Ocm c -
TOP 23100 1 -1-, 2
C C-2-1 TOP 170.2
14 INV. 2n.00 )--v.
cwr- INV., 1102.50 0
TOP 179.0
BIr �PROPOSED GRASS SWALE
1Z
�CIF-2 INV. 163.50 WEIR)
( 51
TOP 232-00 INV. 162-50 15r)
ad
10 BIr INV. 229.50 _A, APPROMA WEIR)
�4 75 15, (0-115.0% (A�T LodWOA62.05 (1T OUTLET SIDE OF
cn - L.F. 15r 8 - GAS AtAlk PER CW -
n
ccwc 19 Pt A ES
ROVIDE CONCRETE
bV
EX. CI 41 ENCASEMENT OF
EXISTING SANITARY
f TOP 222.60 2 2 L F. 1:2r7 02.30% 16,
INV. 220.60 JIN I /SEWER (SEE DETAIL)
INV. 220.
- - - - - - - TOP 164. APPROAMA T L OCA MW
- - - - - - - - INV. 159. 8' WA 7FR MAIN PfR
v CONSTRUCT MANHOLE WA IER CO MAPS
lilt 8
i - OVER DOSTING PIPE
-WH CONTRACTOR TO VERIFY ELEVATION OF E)GS71NG
BONWIT ROAD 49 8" WATER MAIN AND RELOCATE AS MAY BE REQUIRED
195. TO PROVIDE SEPARATION AS DEPICTED IN DETAIL
19J.40 INV RCP NUMBER 27. CONTRACTOR TO PERFORM MY SUCH
12 if T CONNECTION TO EXISTING
ax ,
'I-99MV SU"UP PROVIDEIr VA TELEPHONE, ELECTRIC SUCH WORK IN ACCORDANCE WITH THE REQUIREMENTS 0
EX cl TAPPING SLEEVE 3;%U, AND AS DIRECTED BY THE NEW YORK -AMERICAN
AND CABE TV SERVICE
TOP 195 WATER COMPANY. W
LAJ
19341 INV CONNEC11ON TO EXISTING - - - - - - - - - -
192.1 W
GAS.SMVICE
z:
c� 1177UTr N07ES
w #4 < M W
I Ilk 14. WATER MAIN PASSES UNDER SEWER. A MINIMUM OF EIGHTEEN �18JINCHES OF NER71CAL CLEARANCE IS Lj z
%A
1. UNLESS OTHERWISE SPECIFIED, ALL PIPE FOR GRAVITY SANITARY SEWER LINES SHALL BE POLYVINYL CHLORIDE PIPF,
i�r_ REQUIRED. ALL WORK MUST BE CARRIED OUT IN ACCORDANCE THE REQUIREMENTS OF 'ME WATER W 0 �z
EX577NG SANITARY SEMER SCHEDULE SDR -35 (PVC) WTH RUBBER GASKET PUSH -ON JOINT& WORKS MD THE WESTCHESTER COUNTY DEPARTMENT OF HEALTH. 00
cn Fx 0
STRUCT. RIM INVERT, COMMENT STRUCT. RIM INVERT COMMENT 2. UNLESS 01HERWSE SPECIFIED. ALL PIPE FOR STORM DRAIN LINES SHALL BE SMOOTH INTERIOR CORRUGATED 2: M
EXISTING e WATER MAIN 15. WATER PRESSU:REPKAGE TESTS ON ALL NEW MAINS SHALL BE PERFORMED IN ACCORDANCE WITH IHE LATEST m
A ST
EX SMH 1 163.0 156.3 SMH 12 209.8 203.6 POLYETHYLENE DRAINAGE PIPE (CPDP) AND SHALL CONFORM TO AASHTO DESIGNATION M-294. ADD11ION OF A A STANDARD 0600 AND CERTIFIED TO THE WESTCHESTER COUNTY DEPARTMENT OF HEALTH BY Lj
*4V TOP 195.95 SMH 2 166.7 161.1 4:m HOUSE CONN. THE DEVELOPER'S ENGINEER.
0 193.6 INV SMH 13 208.0 201.3 3. UNLESS OTHERWISE SPECIFIED, ALL PIPE FOR WATER LINES SHALL BE CLASS 52 DUCTILE IRON PIPE (AWA C-150 16. ALL CONNECTIONS TO EXISTING TOWN OR COUNTY MANHOLES SHALL BE CARRIED OUT IN ACCORDANCE < X0
192.6 SUMP SMIH 3 176.3 169.2± SMH 14 204.8 200.3 LA� Z X
EX MW SMH 4 180.Q 171.95 SMH 62 202.95 195.33 AND C-151) WITH RUBBER GASKET PUSH -ON JOINTS, METING AWWA SPECIFICATION C-111 AND CEMENT LINED & WITH REQUIREMENTS OF THE AGENCY HAVING JURISDIC'RON THEREOF.
TOP 19616 % VNIM-5 PLANIEC-Y-NA9 BITUMINOUS COATED (AWWA C-104). FITTINGS SHALL BE DUCTILE IRON & PRESSURE RATED AT 350 PSI (AWWA C-110) Lt. 6 o
18W INV SMH 5 183.6 172.95 SMH 66 205.1 W11H MECHANICAL JOINTS (AWWA C-111) AND CEMENT LINED AND BITUMINOUS COATED (AWWA C-104). 17. NO SANITARY SEWER WITHIN THE SUBDIVISION OR DEVELOPMENT SHALL BE ACTIVATED UNTIL AN C) 64
SMH 6 183.0 175.0 _TRATIDNFILTRAIION TEST IS MADE AND HAS MET REQUIREMENTS AND STANDARDS AS SET FORTH
SMH 69 196.16 188.63 EXJS11NG MANHOLE EXFI1
-5 SMH 7 176.8 171.0 0 BY THE VI GE ENGINEER. ALL SEWER PIPES MUST MEET AN INFILTRATION RATE OF ONE HUNDRED (100) 0 <
TOP 196.34 SMH 72 181.48 174.6 4. EACH DWELLING UNIT SHALL HAVE A SEPARATE WATER SERVICE LINE AND A SEPARATE SANITARY SEWER SERVICE 0
192.44 INV M E. W SMH 8 221.5 212.8 DI 45 188.3 187.8 Ir PVC GALLONS PER DAY/1MILE NCH DIAMETER, OR MY OTHER REQUIREMENTS SET FORTH BY OTHER THE
19IJ6 INV S PROPOSED MANHOLE UNE. UNLESS OTHERWISE SPECIFIED, WATER SERVICE LINES SHALL BE TWO (2) INCH DIAMETER TYPE K COPPER WESTCHESTER COUNTY EPARTMENT OF HEALTH, DIVISION OF ENVIRONMENTAL QUALITY, OR THE c*4 _j
SMH 9 223.0 214.7 eE
CI 46 248.1 245.9 12' CMP IN IN ACCORDANCE WITH AWWA SPECIFICATION C-800. UNLESS OTHERWISE SPECIFIED, SMITARY OVER SERVICE LINES WESTCHESTER COUNTY DEPARTMENT OF PUBLIC WORKS.
SMH 10 246.4 243.4 243.4 1 r RCP OUT EXISTING DRAINAGE INLET SHALL BE FOUR (4) INCH DIAMETER POLYVINYL CHLORIDE PIPE IN ACCORDANCE WITH REQUIREMENTS SPECIFIED IN N07E #I.
SMH 11 209.9 204.5 CI 47 248.7 246.7 127 RCP OUT EXISRNG STORY DRAIN SCHEDULE' 1& NO BUILDING CONNEC11ONS SHALL BE MADE ON NEWLY CONSTRUCTED SEWERS WITHIN THE SUBDIVISION OR
CI 48 234.5 SILTED STRUCT. RIM INVERT COMMENT STRUCT. RIM INVERT COMMENT EXISTING, FIRE HYDRMT 5. THE SANITARY SEWER SERVICE CONNECTIONS SHALL UTILIZE WYE OR TEE CONNECTIONS AS APPROVEI) BY THE ENGINEER. DEVELOPMENT UNTIL NEWLY CONSTUCTED SEWER HAS BEEN OFFICIALLY ACCEPTED AND APPROVED BY THE
CI 30 160.5 156.4 2e RCP IN CI 49 232.7 231.4 9* VIT VILLAGE ENGINEER OR THE COMMISSIONER OF PUBLIC WORKS AND INFILTRATION AND ExFILTRATION TESTS
157.2 21o' RCP IN DMH 50 232.5 230.4 9* VIT IN PROPOSED FIRE HYDRANT 6. THE INSTALLATION OF ALL SANITARY SEWER LINE AND WATER LINES. INCLUDING SERVICE LINE% SHALL COMPLY WITH THE HAVE BEEN APPROVED BY THE WESTCHESTER COUNTY DEPARTMENT OF HEALTH.
156.3 21* RCP OUT 230.0 9* 'AT OUT 24' CYP REQUIREMENTS OF THE VILLAGE OF. RYE BROOK AND THE WESTCHESTER COUNTY HEALTH DEPARTMENT.
NSTING STORM LINE & SIZE 19. ALL MANHOLES GREATER THAN TEN (10) FEET IN DEPTH SHALL BE CONSTRUCTED WITH FIVE (5) FOOT INSIDE
C1 31, 162.3 159.1 24! RCP N DI 51 232.1 230.3 DIAMETER MANHOLES.
SANITARY SEWER LATERAL 158.4 24* RCP OUT DI 52 231.9 230.1 18* RCP 7. THE SITE CONTRACTOR WILL BE REQUIRED TO DIG HOLES OVER EXISTING UTILITY CROSSINGS TO DETERMINE THE EXACT
CI 32 164.2 160.0 24' RCP DI 53 232.0 229.4 9" VIT IN PROPOSED STORM LINE & SIZE ELEVATIONS AND LOCATIONS OF EXISTING PIPES. AFTER OBTAINING THIS INFORMATION, THE SITE CONTRACTOR SHALL SUPPLY 20. ALL SEWER LATERALS SHALI. SLOPE AT 1/4 INCH/FOOT FROM SEWER MAIN -TO PROPERTY LINE.
HOUSE CONNECTION 161.0 12* CMP IN 228.6 9* VIT OUT PROPOSED 6' DEEP CURTAIN DRAIN THE INFORMATION IMMEDIATELY TO THE STE ENGINEER FOR REVIEW. 21. ALL SEWER LATERALS SHALL BE e EXTRA HEAVY CAST IMA PIPE.
162.0 8* VIT IN DMH54 224.9 222.9 9m VIT IN
APPROXIMATE APPROXIMATE DMH 33 173.7 167.9 24' RCP IN 227.8 HAS BAFFLE 8'PW EXISTING SANITARY SEWER LINE & SIZE & THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF THE SANITARY SEWER LINES FROM THE MAINS IN THE STREETS 22. SEE DETAIL f12 FOR VERTICAL SEPARATION REQUIREMENTS AT SANITARY SEWER CROSSINGS.
LOT INV. 0 MAIN INV. 0 HOUSE LOT INV. 0 MAIN INV. 0 HOUSE 170.3 12* CMP IN D1 55 222.6 221.4 9" VIT IN TO TWO (2) FEET BEYOND THE LOT LINES BEFORE PAVEMENT CONSTRUCTION. THE BUILDING CONTRACTOR SHALL BE RESPONSIBLE SEE DETAIL J27 FOR HORIZONTAL SEPARATION REQUIREMENTS AT SANITARY SEWER CROSSINGS.
167.7 2,C RCP OUT 220.8 6* VIT OUT Er PVC FOR THE INSTALLATION OF THE SANITARY SEWER SERVICE LINES FROM THE PROPERTY LINE TO THE BUILDING.
14-1 0 North Ridge St. 0 North Ridge St. 14-21 227.8 233.0* CI 34 173.2 171.5 le CMP DI 56 225.1 224.0 6* PIPE OUT PROPOSED SANITARY SEWER LINE & SIZE 23. DISNFEC11ON AND BACTERIOLOGICAL TESTING SHALL BE PERFORMED IN ACCORDANCE WITH AWWA SIMDARD
14-2 0 North Ridge St. 0 North Ridge St 14-22 233.9 240.0* DMH 35 178.5 172.1 30" RCP IN DI 57 229.9 228.5 6" PIPE OUT 9. THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INST&LAIION OF WATER SERVICE LINES FROM THE MAINS IN THE C651-92 EXCEPT FOR SECTION 5.1.
14-3 (NA) 186.3 (Ease) 14-23 246.1 253.0 175.1 12* CMP IN DI 58 207.3 204.6 15" RCP IN EXISTING GAS LINE STREETS TO THE PROPERTY LINES, INCLUDING INSTALLATION OF THE CURB STOPS. THE CURB STOP SHALL BE LOCATED IN
14-4 (NA) 186.3 (Ease) 14-24 238.3 243.0* 170.2 24! RCP OUT 205.1 11' RCP OUT W EXI I STING WATER LINE ACCORDMCE WITH THE SIMDARDS OF THE VILLAGE OF RYE BROOK. THE BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR 24. ADEQUATE WATER PRESSURE & CAPACITY IS AVAILABLE TO SERVE THE PROPOSED DEVELOPEMENT ACCORDING TO
14-5 0 Betsy Brown 0 Betsy Brown 14-25 228.1 230.0* CI 36 177.9 175.2 12* CMP DI 59 207.3 204.2 12� RCP IN THE INSTALLATION OF THE WATER SERVICE LINES FROM THE CURB STOP TO THE BUILDING. NEW YORK -AMERICAN WATER COMPMY RECORDS.
a 37 181.5 173.0 W CIMP IN
14-6 212.2 217.5* 14-26 223.4 228.5 172.9 W RCP OUT 203.7 12" RCP OUT PROPOSED WATER LINE 10. DRY WELLS WILL BE PROVIDED FOR ALL LOTS EXCLUDING LOTS 14-14,14-15,14-16, 14-17 MD 14-18 TO INFILTRATE RUNOFF 25. PROPOSED WATER MD SEWER MAINS SHALL NOT BE PUT INTO SERVICE UN11L THE RESULTS OF THE
14-7 216.5 228.5* 14-27 222.6 223.0 DI 60 208,6 206.5 15� RCP OUT EXI'll-TRATION/WFILIRAFION AND BACTERIOLOGICAL TESTS HAVE BEEN HAVE BEEN ISSUED AND CERTIFICATES OF
'223.0 (Ease) a 38 181.7 174.2 30' RCP OUT e MT. IN (W/BAFFLE) FROM PROPOSED ROOF STRUCTURES. CONSTRUCTION COMPUANCE HAVE BEEN SUBMITTED TO THE WESTCHESTER COUNTY DEPARTMENT OF HEALTH.
14-8 229.4 233.0* 14-28 217.4 R DI 61 231.7 229.6
DMH 39 176.6 172.1 18' RCP PROPOSED GATE VALVE
14-9 240.2 245.0 14-29 217.4 223.0* (Ease) CI 40 222.2 218.9 12" RCP IN D[ 63 195.92 193.40 12' RCP 11. A GEOTECHNICAL ENGINEER SHALL BE RETAINED BY. THE OWNER TO ANALYZE SOIL CONDITIONS FOR LOTS 14-3. 14-4. 14-5 26. SALE NOTE. NO SALE OF MY LOTS WILL TAKE PLACE UNTIL SUCH 11ME AS THE EXISTING STRUCTURES AND
14-10 229.2 2,30.0* 14-30 225.0 242.0* 21&7 6* CMP IN 194.2± 12" VIT PROPOSED STREET LJGHT AND 144 TO PROVIDE RECOMMENDA11ONS ON INSTMU11ON OF SUBSURFACE STORMWATER MANAGEMENT SYSTEM. A THEIR UTILITIES MD SERVICE CONNECTIONS HAVE BEEN REMOVED.
14-11 225.2 231.0 14-31 236.4 244.0* 19Z6 SUMP GEOTECHNICAL ENGINEER SHALL AM INSPECT INSTALLATION AND CONSTRUCTION OF SIORMWATER MANAGEMENT SYSTEM AND RA im
218.8 1f RCP OUT
DI 64 199.39 196.34 INV. E STABIUZA11ON OF PROPOSED SLOPES ON THESE LOTS. 27. PROVIDE SANITARY SEWER VENT ON SANITARY SERVICE LINE FOR ALL HOMES WITH FINISHED FLOOR ELEVATIONS
14-12 219.5 225.0 14-32 234.5 238.0* A SMW
CI 41 222.6 221.0 6* CMP IN 196.28 INV. NE LATERAL SEWER CONNEC11ON LOWER THAN THE RIM ELEVATION OF THE RECEIVING SEWER MANHOLE IN ACCORDANCE WITH THE REQUIREMENTS 1 lo=50*
14-33 226.0 228.0*
14-13 2113 221.5 12- ALL WATER MAIN INSTALLATION SHALL BE CARRIED OUT IN ACCORDANCE AVITH THE REQUIREMENTS OF THE WATER
221.7 C VIT IN 196.24 INV. W OF THE VILLAGE OF RYE BROOK.
14-14 208.70 213.0 14-34 219.5 221.0* DEPARTMENT HAVING JURISDICTION MD IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS 7/2/98
14-15 206.04 208.0 14-35 214.4 217.0* 2-20.6 127 RCP OUT DI 67 195.95 193.6 INV. WATER SERVICE CONNECTION AS SET FORTH BY THE SUPERINTENDANT OF THE WATER WORKS. 27. EACH DWELLING SHALL BE PROVIDED WITH A FOLINDATIN WALI, SLAB AND FOOTING UNDERDRAIN SYSTEM 98068
14-16 205.50 205.0 14-36 228.4 231.0* DI 42 217.4 215.8 V VIT 19 ' 2.6 SUMP, CONNECTED TO A FREE DISCHARGING UN -SURCHARGED GRAVITT OULET WHERE GRADES PERMIT, OR TO A 00a"Wra--
14-17 205.97 209.0 14-37 236.4 246.0 DI 43 216.4 214.7 9" VIT DI 68 195.36 193.4± INV. 13. THE MINIMUM COVER FOR WATER MAINS SHALL BE FOUR FEEL ZERO INCHES V) OR AS DIREC10 SUMP PUMP SYSTEM, AS APPROVED BY THE VILLAGE OF RYE BROOK ENGINEER. SITE
DJ�4 -
14-18 212.52 219.5 14-38 246.1 253.0 DI 44 188.5 186.8 6" PVC 192.1 SUMP C/G/E/T/CATV PROPOSED GAS, ELECTRIC, TELEPHONE & TRENCH BY THE SUPERINTENDANT OF THE WATER DEPARTMENT TO MffT FIELD CON ONS. &WAVMWZEO AL ITRA flON OR A9,61770V rO A MAP COPYMT 0 1998 by John Meyer CamItIng
187.5 4! PVC DI 70 196.34 192.44 INV. N,EW
2
4 aw
14-19 217.9 225.5 14-39 237.7 245.0 ffAfiYNC Nt FAL OF A PROESYONAL tNUAGR CR
186.1 6" PVC 192.39 INV. IS a? A LICEXTO LAW RMDW /5 A WOUMV 6F
14-20 222.7 223.5* 14-40 226.6 236.0* N
DI 71 182.5 179.4 INV. E PROPOSED LIGHTING INTENSITIES (FOOTCANDLES) 5W 170 V 7� V9 OF ME N _W r6 W MUCA A0 V L A W, SP -3
BASWWT S&WCE BASaOff SMACE 179.0 INV. IN L-AaPT AS PER SM76W 7209, SW-Dlif 901V
. ''. " I I - -- . .- - I � -1 11- - I . .. I— I -_ -11111-_-- ,1 11 -�.-- - � -1 . I-— 11 �
I I I . I . I I I I I . ",_11
. . � "
� f, "
I - I . . - � I . . � I I � % I "� 11�
I
- I . I I �,"
I I " ,,,
I
. I I I I I
,� ,
I
I I
I
I
�
I
I
I I
I .
. I
I
, I . . I . �
I I . I .
. .
I
. I I I I I
�
I
.
.
�
�
I
�
.
I . �
�
I I I
I
. � I Go I I
1 4M cog a
� I / I . ,*,� . ,:�J C" 81 0, .
.. / - / t I ;� ZZ ,,--
� - "I ;A S
11 / \ � � I 11-1 N. r"A f%_ I 40 go I I I
�
I
. "I --) C_f__-1C___._) -,,'** "- I I . "'111I N, ""� MUMENT & ER057ON CONTROL PLAN
. 1-11-1 \ 1_.�Nx . 11� 1_% . I . . . .
I ._� .1-1 204.9 X \ \ . I I 0 \ I ("I -",r� I / I I � S% V_ _�,9�'�� 111110RUM I L EGEND I I
I [ I . I I �� I'll .5 CP( — — SILT FENCE
I I 11�� , _�
\ 1\ I � I - rIIII`_ I 11� W
\ � \ [ \ I I IZZ) I N . ,,,� 0 BALED FILTER A �
I"', I F=
� 'A I I "I Ill, * � 25
1 1 1 (Z) � 'IN "I, \0 -l' - . STABILIZED CONSTRUCTION ENTRANCE 16 fn
I I I - I Y, 189 0 1-1 X
I I lr%� ,^'.z I \ 11-1 6
I 1_1 r � - . *1\ -1 A =
1�el
1-1 '07
� ZZ � �� bl� `*_1 = I A
/ � - / \1 R
/ / 0 E I I J � I Z � .111 Nl�. � It
" W
I
. cc I
2a5.7 �% X 1�1 W I
I I
.
I . � / / It __L i I I I I . C"I \ / 1846.2 -A N, 1-1 I \\\-." TEMPORARY SEDIMENT BASINS I
I � I I . *:-,Iz 110, / ,'o .9 8W I :0 S_J !
It 0 I I - � \ W* - I �_i 8 ig
(�) I / �Zl .1 I 0O k -
I / � % - ..- - LANV \ \ 187t MHO I . ''I i -A) I
. 11 I * V11 - - - — - - - — - - - I r�t § J
I zi
\ -,'Ta I . I C_ :1
I ____� 2? iii
*A219 _____� _____� _�_/ �5- .ql ,:�
----\ \ 0 CL LOU
___ c:::3 _� / ------- _____� ____� N. 8- C/ S,fN MH 10 to \ * % \ >_ II- 2r
_____IIIII,, I I _T WIN THROP DRI VE ;::;i=-� . 1 1869 % j5 M
`!, I \ = 6
1 =-,-!I --- �1==X� X,o� - , , '11, I - - - _____ 1-1 .00, I/ I = 9
� . "I ______� (7;-1— - - - — - - - � C"4
.
i�or - - - - - — - - - I g L-5
.7,_� -:::- _ - - - - - - — - __ - — - - - S�a oe \ � 10
__ ,___ - - - - - - 00 14 \ *%. I 9 05 ?!! :I
� I-- .I,.- I -I%— "I ."� \ � - / e5 E M 3;
1 1 r-'. I I I . .-10 \ / \ \ I - CL A= E; �
I .e I \ % � 18 7 � 1,X § :0
I I . I - / \ 186 1 a 0 , (M e5 R R I
I A 8 IN,
- POOL I I L / \184.9 BW 9
___ I / \ \ I I - I I V11", / L I \ \ -
,4 I" \ \ \ \ 11-1 - N.
I .II`%P I-- -_ , — \ I \1 I -�� *-. I I I 19 I - ,
I \ I\- / __ \ � L6VrJ I I \1 / N \_ L / \ \ \ _1� 11 ( , ", \ "', / I I \ \ �
X k \ �)\ \� \ \ \ I 0 1 � �
NI , N 11� � \ \ \ ".: C4 VIS 4
\ , _S$ _\ A
; L 5� e / --I I "I �111� C*11� N , , 'II \ , \ I \ \
I 7�, C --)C---)' /\\I', BERKLEY LAM I R I
I , II I / - \\ \ \1 � I' N � 'k- - I \ �
\ I . C__-) \ \�\\\N_ \ --, \ I ---,, \ \\ " > ,�, �
� 11-1 \ \ ) C 1\ ---L " I \ \ 111. \ 4> � \ \ .
L \ / t / - ----) " _F---� \ - \ \ . I \ k I � \ , !� /,O,� /
,
. /I r\�C_1�1�_) � I \ __1 " '�11 \ -JN rll�% \ l3 A I \ In: > \ \ L,O" - -_ 1% \ 1\ / \ 49RIM � L
I ___� I r\ ___)_ \ \ \ \, ,�- � \ --� C-�� C----) clllzz� �< 0) 4 I-- - - - �- - --, \ \ \ -,, \ � "'I\ . \ * \ \ I
-
I ____1 / ^ I N \ \\ ", ___1 , ,\ Y 25J 3 X --, I Z2ZZ=2;;_- � \ / / \ \ t I , Lo � I C:0 / I . I
x.�12.5 , N \ 4\ \ \ \ \ \ * / _, A�l ,-- � \ 11
I I 1\ 1-1 1�_, \ _� 0 \ - ------ r-,,-- � � /
� . \\ \\ \ \ '\ \ A \ , , ", \ \ 1 ,411 - \ \;�(_ \ \ I \ cw--\ \ : .7,_ - . I � I I x k- 0 - I - 0 / . I . L � 11.
I / / I A ,/ I \ IN \ \ \ � � t �\ I � � \ I I I \ \ \ \ I \ b I I I �
L
I
.1 I / / I I ,____ .__� -_ V . \ \ I � 1-1 \ I \ \ \ \ \ \ _� N11 \/ \ \ \ \ % I / I--, .\ \ I I ors I L . L I .
I I X I . X 120.J I-, 1\ 1%, \ \ \ \ 1\ C� \ _J 11,\'l, I I \ Ir \0/ \ \ \ 7,__K___, I fl/r \ \ I .
I 1, \ - "_1
\ \ I \ , \ \ \ ___�_ 1 �192 -27 ' \
dl \ \ "*,N . \ 7 ri
,*N�C------)c--, ,__�tz/ \1 \ v.\ \ , \ \ \ � it k � \�'_ ) I \
11 I 1 211.6 0 C k . __ I--- / \ \ \ \ \ \ I \ \ \ I \ t� � \ // , I I- . '' I I \ \ \ \ �_ ��( \ \ I \ ) � . I I I
I J N., \ \ �A4 \ \ \, \ \ \ N \ L \ _\4 I\ r, -,,N � rr -T-----r \ � _� 1\ \ \ I � ..... \ \ \ \ 1-4 W I � * I I
-
. . A \ / \ __� \ \ 11 \ \ \ \ I \ \ \ � c - ') �— V /,-' — — — I � - -., \ \ . \ \ N \ \ " �\ \ \ __1* \ cavc \\ "I-, 11 __T_ \ / . L 1 I
I � -", , . I., " \ \ \ \ \ k \ \ , � C--�/,, \ �� I '\ \ \ \ \ , 1-- N \ \ -*,,�
'I
� 11 - / / 24967 \ " N r\ \ \ N I \ I \ -_1 \ I \ N \ I \ / 11 I .
\ \ \ \ -,, \ \ N N --- 1_� -_ - \ IN" \ � ',',-- I
� L I I '. X� \ \ \ \ \ \ \ \ \ ( IN _ -_ � --')r -�i N< " \0 �, I . I "I
/ - io '4 / \* � \ \ \ 1_1� 44:1 \ \ I I I I \ N-�, 11-1 _� 1-1 \ \ \ /,,A, \ I \ ,* / X L I I vli`
L , L I 1 6 \ 1, \ --- --- - , �c,\, \ \ -,, I *, / I L
I N / . _\ \ \ \ I \ - \ \ \ .,?M, I , \ _�_ _� - 1_� 11-1 ,�, - \ \ \ \ I Q �� ) I I \ a\ N% U 1795 . L I I L 1. I I I I
L I -.4-1- � . \ I S8074**?1Vt ,74680' I I �1 \ \ 11 NI: � \ \ ;_R\ \ I.; . I I . \ _.;I I - i _-1 - �,� �_ _,� " -, "� _,_� �, \1 �� ,- 1-11 . \ I I L I I
I - - - I 11 I I r I - 4ORr smvi_ w4u C:> \ \ I t r - "'�� `N11 I I. 11 0 1 1 I., . . L
I W� \ ;� \ I-- ..',,�, K % - __ . ,�, , L 01 L , y I I I � I
11,11 . . _/_,_�__� - 11 \ __ N., � __ �_ "I '__ - I \ N \ I 1__� I I W I � � I I L
I I
'AKE WV '\ . 11-1 I ,
I � . - L 11\ \ 11 - - , � - 1. - _,"I N \ - - -\ , �_� , - - - _4 ip ,% \ I � \ \ 1-1 -10 a,� 1 19 , � "I . - L .
-111, I C_:�I� , �11 - , , \ - \ N �\ I .,.." � 1.11" _�. - - -,--,- "-,,.,W0!f4 \ \ ,\,\, \, I \F] \t - � I _j (3 > I
67N_�_ !61� 51 - Z7___) 1 �/ 11, N, -,�,, N__1 I \
I I'll \ 11 k N-1 1�1 - �, 11-1 ,<, \.-"\ \_ _\ \ - - . � --- - -11. I L � I
' - , " \ I 111\.A(� I V,o�z - �:� I (n , :�:
I , S I '�� \ . \ \ \ \ '_ - , W � � 11sl -, \ \ "ll _ -6 .
I I :�� �4h �_ I-- , ',�� � . - "�� N, N.,
. I Q;=� -_ <>_� lw� .,�. I \ I i L \1 1-1 11", �, "I �� 11-1
ERR � 1_� / I \ \ \ \ I \ N, - 1X___ - I \ I
: I I 1 _7�_�� - L_ __L_. __ I nft L � � \ ___O___V�� 2-0�7I �_ 1\ _�l \ N NL --- --, -, -_ _.�:::� ,��) _ I
\ .580 4 , \' �
I — III I 11 ____ X I -/O"O�-r J41J" \ ! \ k—, \ : � -M2 ,�.� '4._, , \ I*_1 ,�, -% I �_ — — — \ —"I
O" �� I i 2055 x / - N \ \ 5 " r �
L . i rl 20 1 __1 Ill \ \ \ \ #A-5 b\ Ili \ . \ \ \ I \STABILI E0 I \ \ \ " \ \ 464NOX 5��W -_ ,
I I / I 1-1 \ \1 Ill \ ) Cl E-11 "'�K'A 9�& 11-1 _� \ \ \ \ \ �\ X \ \ \ % row I -MWUJW I L
r I *_1 1_� \ \ vambiw - I", '-�,,% \ \ \ \ , \ - \ \ � \ \ NCI A I \ \ \ \ \ \ row I - : I
S�_, \% _-1 _� \ \ \ � N�� " \ 18i 0 T�� I 11 I
/ IN, \ \ \ �ONS , �51 \ \ I ' A I b7l 'L 2 O'D Z
'9� \ \ \ \
1 210.2 "" I � 111� ___ I-- 1-1 _,_� 1_. "I-, \ \ \ \ \ \ . I S70RY \ \ \ \ \ - P uly \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I CURA6F I - If .r- , I I
� 111�1 -4', '\ \ I .- \ \ \ ARAME it L
I
. '/11� I 1.1 - L --- 1_� 'I-.' \ \ \ \ \ \ \ �� rRAW Coop � \ \<_�\�, \ \ \ \ \ \ \ \ E" \ 0 , \ 1`__ . \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I \ \ \ \ I I X W 14f Ic .
I � I -, I I I L 1011 � / 11-1 N IS,. \ \ \ \ \ \ \ \ A '-\, \ \ \\ L \ \ \ \ V�. \ \ \ \ \ \ \ � 1 1�2 / / L, < co fr- 0 1 z . I �, . . �_. I I I
I ,-* L I �, I
L I I I I I I 1-1 , -, I . -0 I 1�
I V \\,J - \ \ \ \ _�O'� \ �rp U. 19 `_W. W I
. � / js �6 \ \ \ \ , ... \ \ \ \ \ I \ \ \ .3 IN _ C) \ \ \ `�'_ \ /,N,N\ \ ,/� \ ,_)II,> --r ,�� \ �� � \ c,12 \ .f) Lf�', -
. . \ C\- 1 -12 \ \ \ \ \ � \ � I --Ilf - - 2 IN. V// / I - - - 1JU I L' I
I \ \ \ �� --,�--,K---)(��, ' ,�_� C-Q `� \ \ \.( - ,__'r_ -A,-__., 4-,, - \\,-- \ N \ 11 ,,.:, M I :
I / x 2059 \ \ \ \ \ \ \ \ \ � I , `_ \ \ \ \ �\ \ \ \ \ \ \ 1-� CA__:� %_ I I . I . I I
L M, \ -) (----' \ \\ \ \ \ Id . L. 75 5
.... I ____ 1� C---.) C____)%,— '4,,, -11 X C-) !;: . I
� \ \ \ � X. x226,t I \ , \ \ \ \---) (_� \ \ \ (i� I -9) - "I \ C vitvl\ , \ \ \ \ 4 jk " �� � 1
-_ � I _ �� \ \ \ � � ttl> \ \ \ \ \ \ \ 1, k I /
i4s��__ - .. \ \ \ \ �\ I
I I I I N I WWWAPI - =��S - I . I \ \ \ \ \ \ \ \ J-�� I '\ �\ - , \ \ \,,.__.,A \ \ \ ',4-,l E-9 \ \ \ \ \ \ MH \ L-1 0 t_Z1 \ V- I - \ . "11 \ \ \ � \ �\ \ \ \ \ \ \ \ \ \ \ \ 4F . " k.; Z ir 1, . L
� \ I \ NI I \ t 11-1 ", \ \ TOP, \ \ \ I, \ RE'r 11770 !:!: _J . I "
_-N-< �_,e�_� I � \ \ \ \ \ \ \ \ \ \ \ \ \ -W Z9.98 G \, I __ __ __ N1. 1� \�X \ IN \ �_ 0 Ike U_ . I I
11
I I I I \ . " \ \ Q L-9- \ \ \ N \ \ x 255 6 '_N 1-1 \ \ � \ \ \ , \ \ \ \ \ \ \ 0 __V I I - � � Ix - .W 0 I I
I I �E -< -A - t ' \ \ I Ilk, �, , \ \ \ \ \ \ \ .\ \ \ \ \ \ \ \ � �\ L
---
I _�_\ � \ . � \ \\\ \ - \ \ TW\ 233.001 **I- ". I . Kl�_7 N _� � / I —_ � P -_ ____ N � ��� \ ----\-- C) % \ . W - .
I N. N --,, -1c, \, i / .M.I.I.I.Ma....'I 6ir.= - __ - \ �S_ , \ \ \ \ \ \ \ \ J\ \ \ \1 , \,---) c-----) C—
\ \ %a \ \ _-1- \ - \ I 0 �
L . __;__11_2_� I I --"<,- Ytl-,'�-r \ N1, '*1I\ 'It "'I"I ... 2 321 -\.-I, - \ �_ \ \ < 1-1 .L I I
� \ \ \ \ \ Ill 1____� ______ vl.�. , 0 . ZS=' 11I . �,� �'_
* N\ \ ,�_ --- LAWS 70 Bf ATIMM � \ \ \ \ � � N \) I � SX I. \ � W
"I � � \ \ \ \ \ I \ \ I r;:7�7 I . , �__ .54-1 C) 40 1 - � - \ . . . \ - I \ '% fjr_� \ � ,--I- \_-1-- PIP \ \ , a _J I _1 - , �
�
(VI -1 01 1 kR/ \ ,:'�-,-'A. � , 'h! 1 \ , , N 4, !', \ \ , t,-,\ \ - "I �\, �11\ L 12i N i \ -\ I I I
� -
N, \ / 7, -�, a c w L4 ac - 1. � 11 " �� . k
I L / I �_/ 6F RYE Mai( \ \ - \ \ \ \ - \ .4 �� ,�,4� Z ,\ AN � C� tip / /--- _111� \ I L111i _J
* I I >\__� ------ m(_1_,N " I- 11 I � X\ , i SAW 5 � �
\ \� Lo \\ \1 -1 I ; i�� 7 �� I X.. \ \ \ \ � \ I y \ I- - I
� 1 4- � ,\- --- — I I N 1 $_\ 1 \ ? \ \ '_�C�;� 'M -
. / &r '\ � I \ \���\'\ I \ \ � \ . 0 % ,�_ 5 4.y,) / / A ""\ i .?, \ $1 \ \ \ \ \ 0 CN --D L 1, 5 L 11 . I L I
NNNI I \IIII(I"OR PAW PURPOSE \ \ \ \ \ \ �, .1 --�\ ;,-, - - \ :% . N 1� , I '�K�<J` � 0\ . L I L
� k L \ \ ..""A\\\ � --A — I .
I -90A 0 i� \ _:__�f \ ,------ Z:)4 ---I 77= --_ � \L '-- I*--.- \ 14t 1 '\ \ � I I
_ _ - jl� \ \/ . I
L __ .- �--_�� _\_ I
" 01 U _ - �_�\__Il \ \ \ . I
,
L \ , . I N1. LT FENC \ 2.27 ARE3 , � \ \ r_ �.O I ��_ -_." \ I ',I� r--.,, X-4— — , � __ � \ Zk __1L — , I L
, \ , \ \ -- ,� \ N Ilif , 1 A \ \ \ 16 0 1 C C____) . L � - I I
I I \ � \ / I I _"��H � \ 6ffA( " q0_5 *%\ .1 I -,,t,-a,/ \ X 11 \ \ \ I I I , __M_ C I . I . L � �
'\I VZ'4
\ * (*P.) � \ '\I----VZ-'4 `I`I1\ \ �� ,\� \ \ I A4.I /3 11 \
\ \ � -^� . \ I OCS 0-1 I \ \ __1 \ N . , HA�\BA -1 N 0 # __/ X \ \ .A-__2.!nJ!.-. \ T \ \ \ \ \ \ \1 I // '\ \ � 14�- � \ -� I I I I L
\ " 206-00 �-� \ t� I 13 / I 1; A �,, I \ --�- _�_ � I \ I I I � 11 I . 1
-14 , \ I FIL T.� \ 01 Of --- --- \ I , /
\ * ,v. )11 1\ A , N TE N \ X T17 \ I I 11
I � I
\ \ I I � \ . *1\ \ ,WH Av-5 0 N \ I I\ \ \ \ � 1 &41 1 1 �M I -2 L I I I I I . I
I \ \ " �, i \ TDP\M.71 - 0 \ \ * 0� x 255 5 - \ 1 \ I \ I B t ,�Sa L L 11 1�
-
��', * \ _____-;;::�--:�f // I \ \ <,\� \, _�v \ \ ____ \ \ I OLEJ t: .11 _ _, H L I I L 6Z.- I I I
L . 11 I `,�-MZ1_..,_ __\____.___._ ::� _,_ I \MH\ E47 \ # \ V \ \ I I \ \\! \ \ 1\ I I � � I I OR -, MH r., I 11 �, 11�11 � L I
.L \ -�, . nl%�� ,------ I " \ I X\ , \ - \ 1\ -.1XJ , A , 'A\R E / 1 1 , I , it / I I Top 19 17.39 1 1 L L I
I kL I . .. __ -A- 1 1 \ _�_ I I I . . L � I 1: I
t \ . ,. cl E -J2 �L wul "_�\\ \ \ Jyt \1 F11 I � , . I I �
. - 11 L -,- " I 7 � �\. ,_� N � \ \ . \ \ \ \ \ \ \ . 0 1 / 1�1 11 I I I I , I I I I I I . ,11%,"I"I'l 1 1,
k +- *.* * \, A I(* Mtl - I -to - I I I I I " � L ,2 , - � . I L L
I I ,� I I ,Jk. -_�,- � I .. \ I OF -m7 — \ \ \ -,� \ \ `S_1 ______ Irl I / II, \ I � \ I , / I---/- / ''I L I I -
I \ , , * , , . .. � .�� , \ � \ \� \ \ \ \ / i - \ \ L \ k -------7 \ I � � I , f I I -D L �
L I I'll, I / ,� 5, - �.- -, / + \ \ I \ \ \ l t1ir I I - .
11 - , , .
- .
L L � * L .- �� -.- _ . - PA P � 1.,� . _111/'�� - I I
I , -.A x 2494.4 \ \ I \ \ \ Z, /
i
I , � � .. 1 q08. 5 V I I \ \ W\ �_ I 'I *1� U IDW WALK 19 � I / - 1751 1, 11 L
: L . - (f ; --- - .-L : % .., A X I \1 \ SI T FENCE� \ \ \ \ \ \ ,-- I \ \ N % \ ` \ � \ /
I I � * i I \ � /\i, , \ "_'T \ \ I I \ I I � I � .,/ I
. I I �; " I i � \ , I / / I
I � � \ \ I Vi / L
I
, 11 . � � .l . 1-k- I I \ 21 -\ � I . I �
L 1� I L, ),.?//.,( A N. � - " '. / k f ,. \ \4 � 0 , � I I � 4H C48 I I / / i I I ItIl , / / / _,�, - I I
G 1: .. A - I I \ # \i\ \\ \ I'll \ %allo- � 'I � I I / � , ,. .
'
* - - - - . I �
-
.L L I 1 4 I �, rr\, \,,I- 1448 r.r . .1, - I I N't I \ % I I / .1 /, I I L
, V . - IL . \ . \ \ _# \_ \ *\ 1 -4- `_ I � _N N,Z�� I I I
4�6 \\\\ I I �. , N, I I � IL \* \ 0 \ 4� 1 1W I I -I `� /
I \ \ �1� �: I - � � I � \ \ � . % \ - '\\ '__1 I / L I I I I . \ -----I-- �;
*1 . 1\ X, k � � I _. . ,. .,I - k I I � \ .. \ CKPILE I \ \ N \ \ '1-1 "-1 I I / .1 \ I I I 1 41 1 , A , -, �' */,-,\\, ____'� I
L I ?1 X � �% \ I I I ` J0 , I I
I " 11 \ I I I \ I 576RY AREA \ I ��. � / i I I I I I I I I I I I i - / . �
, I \ N \ � \ � \ I \ 1-11, I SILT FENC I — .
I
. I � \\ \I I .. .,. A, � A V , I I I \ GA _ L \ \ \ 1\ N\ , - I I I 0 / / / I I., \ / I Ski 12�_ -_ ,�- — -= : 1�
I r, * . I- I I . I \ * \ I, ,\; 4 * SAN. . I I ) ) 'k I __ Q IL �, '
-
L I 1��(\ , ) � i V , . I - j� I \ ._.. 14 1 1 1 0 \ I * - \ N "', \, L 0 / , I I I I V . � I / / / I k / / / -_ I
\ \ --� I . t III / : X 1-1 __2�\_ \ � \ \ - IN cmc / 00I . L
I I \ ��L \\ \ � SMH I ., / I , W ON No 2 00 't — \ \ \ �\ \ / I I I \ I * I 1h --- ,. I
1 210. 1 \� ,4ul � )�A K \ \ N\ ./ I - I , I I A 1. I i- - -
�- 210,12 - — *a, 0 � \. / � I � III \ \l, I t / , 1111 I / ,_�' 1.70 1 0 - I - I
\ ___—, I ! i . . I
,\ \ . \.. _N L - / i I I r! ''
\ \ .. - - \ \ .1.1 � I--
)0, \ ,__ g 1 =
\ \ I \ ) "', . 1_� . I . I
4- ell 4 * . 0 0 4 \ Il LL , .. -� --,, ... I a12 - ! fE-r-1 �0 - \ \ \ 1\ \ \ \ \ / � � - 11 I */ .
I \ / \ X � \ 0 . \ �X \ \ \ / I i Slvl� B 4-1 1 1 It � U __-1 _`�� SMH B-1 � I L I
� I X / / \ lk�. \ 212.07 0 - *\ IN. I I e y / W_LL D I I--, 1-1 1-1 \ \ \ \ \ \ \ \ I/ / / / - "AT lt:%A�w_" I I up I W.W1 � i r./ I - byr ;;��Top�f I I
0 . "I ,
/ / � - \ 21173 \ I - ��- ,� I / I . . S I / I \ \ \ \ \ III I I ) / / -- I I I .00 I L I I I
� - N 1-1 I � I fRoo - \ \ \ \ \ IN, I tK I I -- . f .- — I L .,
I 0 � 0 - W_ \ \ C J . / / , ;�_J
X\ . I- - I � I tp I ), � I 1\ \ \ \ . ...- 1_252 40 A L - \ plk"Itt I .
I - ." \ _�_,.� all I \ / ,)I. 04 1 A_- - ___ I V \ \ \ \--,.- 1'45A___ -11 - _... X A --A � fll�,_�_ 0 1 1 ___**_ I I
__ _��_,_...Jf*fi� ;�__ ..--. ..__11 _::�� r I I :
N, -\— -___ --V-"' " _ - --.:. ,:::: ____�_ 1- -- J - - .1
# . ____ 1 11 -, // \ I 'N l ," \ __ - .- _ - - - _ . I 1
2108\ \ , - \ __ 11 11 r\ ___ .... \ _ . _ --- __ -------- I 11 �, .. I
N ___\, .. - - -4- - c L I I I
. \ ,I 1�1;1*11' _<�, I - . I � .. I .�,_ _-_� -j _�,\, - _ - 4 / - / 17 9 11 F, . I � L
I � � __", __.____1 `� N-.---,* ..--\----- 10 , ) I . I
. - _N . - \ 4 -,,�--::::�v - . �7-' * �_ e I - , I � , , , , III /7 11
- - - � 13:T� � __ - I _� - __
___ 7--l-11 VIP .0*1 \ -4,%J--- / (\,/ ,C) \ ( , N I . IN) / - _ X I , - ... T / � , --","\
'114\1. ==L4 / \ ,�-�'j f � ; ; ); - I I I " I
'( ' L \ � , .ry C, - -g \ , C) �� C) . / N-�- - 'J, k, I 't, 1 �-7 h . - 0 � . I
. X t'- g V) � � I i C:) " f "@ - V- / \ - , \1- �
'WH A _11�"_7. Of � 1!�il I f . , LI�MT , � �T)R"`I t�U l Y.,.�� C) \_-C� I 't,�� � ; ... " 1
�3 - / --i- _r - � J \ I - 4 ON; X 'e f_�_) I/ \ \ ,\ III, \ �,/J X " I
__ - - e I ll -_ I I \1 I - ; 1� * Y4 \ /I/ , _,*kk1_? I / 1 1671
&K I I M k 14\ I -D I I \ 0 - - 00�11_ 1:1 t�`/ � - I .1 - =zz-_ �- 44P-- + I ___!E t I.- K-1 11
-1 1, N ,* / 11 I I -, I— ,�—] i 6 i / _� I I
I
\ \ I/ \ . \ \ I , - J �� f $ &T
I ,14J.
, � *\ C�� 1, I I )�tl " '1�1 \ ,�� , �iv .
I " �
I
TOP 21,0.25 .,P � R2 ,\, � , 14\ L; \ \ \ \ \ \, CD \I \ \;r , \ \ ', �, \ liq /
I/ . � . IMA�� \ ,I� \ ., ......... .... ��, . \ �_� \ ff(/( 0i I _ , 'i , , .r
, L. I ; 4��� ; -
__ ,-- ;_ k_ : i I ! ; i ,
4F,4�� rMt - N \ , ql� �1 4y___1 -,;L_ - 1- -1- ,/,,,'
- .- .::= -�_ ---q----,--,� -:r
* _'11��_.f__._ , \ ____�\ / Q----__,___ ,V.-.-. IN - ___L_1:L__:::�t --- .:--- L 1 �, �
'�
owup"M � _--y- I -, \ --�,\ _ - ___ - - - - - .�
--.�___ - I __ '�X .i"�& \14 ) N - �c_ - . wl"' ,/000 1-_��__ .... - .::-:-. / "(,/ ,-I ,/, / 24-y'; - ____Zz� 1
1.59 ��__ - , / _F
\ \ k\ - ,— _.;�F"_ ��4�_ 1� -,-- .- -, __ -
. & - I __\_q1tZ;K/- � I I IV . -ii.7 .---0--.- \ ` W___ ). - - __ ___�
\1 _1<11, �w ;11 == 491ir -,d /_ ----tl-- T_,__�77 - _ __ ----\ Y;�til-� - --i '/' -
- � T^ Z r , 7!W 11f -, C 1-:��� - ,-
A I. .,^�c,j
. --' ) \ -I- , , \ I I -"- I / IaT I M At; , �_�,
. \ I � -7 "IF -I I \ - V C) 0\ I � \ \ 11 __�,_/ I 1W/410a / / / /. � � / - \ I I
2?40f 55 9 / *1_1 \ Cl E 2 i 8 I �\ \_
_�, 6 VH g�tj. I ,I\, 17 i \ , --7- - I ,U // /, / \
I ,___ , \ \ 5 _� \ \ I / / I �� I / / / ,/ / \
� I 17 I I � \ \ \ 9 1.11 I / / / / /_ , I * * 7 - -\ -,
___.- I ! / MH E 1>1h,11", ( XOP 211.7 � \ \ \ \ \ \ \ I __ 11\ 11-1 ',�-�C__�� F 1-1 11 t", i 1�11 __� _� SILT 'fENCF,-' / / / / / / / / / / / I / / ..--. ,-----O- I/ I I ,,^/" /- ol / f 401 / "I I
\ / \ �� , I/ // - ,- / /
\ C_�, TOP 21115 11 \ �Ik I.-, \ \ \ I Ili— -(:T>&.) I/ / / f / / / , / ,;,O,t;6/ /
N _,0' \ __ / I � \ I \ \ \ ('�,� __*`�J r< -_ ,/ I / � / , ,
\ - 120x,., - ,___:�� 7-- - ) , I 1 M � -0 I _ --'1,_J.^,�-- - // / / , / /v / / \0
-
N% - .__-� ( Hi \ \ u- I \ 1 ?,�?99.8 \ -ix -�, �� / / 4 If I/ /-/, / / / � .
\ \ � � C DIAH D-27' I A 7___11_1'1 / TOP 215.69 \ \ \ � \ 1\ I lt� \ -_ "��I:��._ --" 14- / / / / / / , , , I
. - I , I ", \ I - C___7 - _ / / I 7./W � ,/ ,/ / / .
I \ -�T- I \ / X"/-" J -, ",/ 'X / / / 010, �,
ar . , k / / "-- I',- I I . ".
— " / / / / ,r/,.:�� 1, �
, �, /I /,/ / ,',/ Z - ,,I- ,- ,,-,,,�/, .. JIB
I , ,
- i � / ,/ Z /11 .,� ,� . -3
1 N SMH A ___) TOP, 241.02 I/ / / // .1/ �. I/ _,�Z, , � 1/1"
. S, 0 I'll _ ,y5 '11� ( , I \� \ TOP 2�5.20 \ I _____ ,� - ( , , , /Z - - - /
-11 N_ // " X , \ I , / a \ I I \,J-1000' ' \ \ \ \ Cl t,- 5-1 \ M - 1 C--/ 1_� C i N ... - -) 1-11 Z / / / / 10 ) / ��,
/ *2077 / ( �� DI D-2-2 k \ [ C--"-, � -1 STABILIZED ,_� ----)C----,�C_, ,,,,, . ,; tsk :i �, Z_- AH
_ _ . J TOP 211150 \ - �, - C_____)C___1'1C .� -,, ,,:--e��,4�,,,ir�, i
\ ) . 1 * SIL,�, FENqE \ \ \ I \ --CONSTRUCTION � Z / / / / / /,��/ MK ZW,�,, .'") ,
TOP 205.60 1 , \ 8,'�,Vw\ I ___1 / , ,,, / / I I ___. - "�� 7,
L . 'W q.01 (Ty \ \ �. I 1-1 ... I 11011 �� / / H/ I.-.1- � ,�V�- �;,,_- --
( #OWED / rN / / :X! � �_, - _� ,
I byr I / ) \ \ I � X 231. 0 **_11 \ 11 EWMAN.CE- - - - - - - _� 1-1 / -)/ //,_�), , / JI/P 1)1��// / MH ,_ , I :��.�J_�-;4,_�,,k -) C____),5:7 , I
_� 11-1 N �_ \ \ i _1/ / -�� I � � I \ 14X,Q \ C--,-) C_`� I \ I-, \ *'OVAN \ ; _� 1 64 E_ I . 1-1 41c)'" / / / ---� C / � � // //,/ /Z/ / Th- 199.0 / --- - -, I __�
:Z>1,_ ll., __� ) , � X 21 NI I I 11 _ )w .
, 72 1 - -1 - I \ � - T --- 11 - - - 0 01 / / I .- / ,or / I
___ X;J I _� _/_ 5 1 M LIE \ 4' 01 K "� 11 , I " I - - . __ I qq-, _ -,-:- 1. ,_ (I �11;:�_ - ___ 259vo W ,C_- - / / I // / // Y / // / / / / / / / t / / / / III - _. ___K� . I I
1�1 N\ � __ ___ � - -------- �11 M� - 6' MAW � � -C--- C____.)(___> - _�, . - _-, 00 I If f / I
"', 11 - �i ___ 11 " - I J,J I \ .4 =� C.:� - - - , ) 76 W -W .114 , / / / , // / X / / / Z / I I .
- --- . k�.�, - 1 - - .11 , 7c��_/ / /
�_, 1-1) .00- ;h6 a 1% C__ __ .10, /
,
11 e � 0 Uf - - _T , V9,00 ow gy-q 20, 1, t �_ -_ -_ / /1\ ,70�4,r� � - , --3( .�
-1 - � "l I ,I I �\ — - / C-74�
-" 0 ___ I 7r I \ \ "\ 11\ \ ,_� N" r%1 C, '_`� - -_ / / /X 7�, -5'�--,�- �_, I e--705 C---/-., C_ / X RS�MTO .
Q 0 � __ I.: ( ( - I � I I - -� I \ \ � ,-,-' \ V� I -1 A ... - - _4,:::�_ .- - - - ,,- V74 - 113.2 0 11 11 .
� � 4� 7 / , ���_5�.��-5�-_7�-� , /
�. * \ k - \ 1- TOP 2 00 -_ � --- -
,------ ,;z I I I N -� / /11111 ,_ - - __ __� �� 1 104 ( cl� A=J4 J I
-
� �:�
/ INV. 229. / //, , - - 'i __ I ", I
,. � 2.� / / , %.I - :.� � __� ,,,, ,,-, �, 11��� I TOP 170.2
1-1 11-1 / I I 1 229.4 \ 11_� �� �, - -::- - - - , � �� /
C? . \ (I � " I I I � / _;�, "'� �_�_ - 1_� - - __1 , - - - �
__ . �
__�, - - . .-
\ * 5�) \ "I, ,L--\..,/ I - �__��� - - -_ N , __,,. __
I '_�� . X 2071 1 1 1 _..., -..--I- / / � �C, J . i ** \_ 'IT I .-I '--- - Cl F-2 Q_____�Q__-_) 1/1 .11 " ��.:� - -_ - \ ._-,� - / . � -,._
. __ I ,'Ile - - * �_ - - \�, ��_ //"�� �� / ,� / / I- __ e- I - - . 'L,
. - 205.2 0 (/ / ,, --, - , ,- / ", , ,,- / - aVC / �
� ko_ - __�t_ - / * / I / � lf� , -P.,8 9 I 1-11 10P 232. - - - - -_ if / P 5 .=._:!��_
-_ \ I 0 / L_ I � � / /,//�, X 1974 ' / 1_� ,- -��-, �4APN] , / , i -
I : ___ - /L I - -,- / I y , I X � \ by7- INV --V,9.50 L / �!
1_`. I , * I * � � 7// ///x X, :-N.- � I 011,
-'40 _O I., I Of I �_ - I/ \ I I/
1-1 L, 1\ I I VJ 6 1 ) / I 11 ,<I-- \ f 1-1 .
. I - 'loc- 1� � 11.1 �., � I I -I -ca- W�= � X //1 -_ >< , , - x 2,J5.5 �_ / ,/, 11 ill �-/// / I X I_J I I 1-1 I
N� . .9 \ I I I I I I * / / / f \ N \ =1 /I / ////// � / / _11�/ '01, I \ I I Of f * i—
-,, bVT X \ IN, I � I ( le - Z# / / s,* \ -_ N \ / , -
. -I.. J4 e \ _r--,-- � I -I I --r- �� � ------ 1`___�_ I I / / n I EX. Cl 41 / 6 . \ 1� .., I ", [ / ///// / / / /fi/// / / / 1\ .",\ ,�", \ \ \ " * .. - .
C � � � 7_L___�k / / /// / �//// / //
. I/ " I 0 \ I 11 I ---L___r- � TOP 222.60 �-- " - I / I NII./ / / / // . I , � ,- _< ) \ 4� '\ I I � ) I ..., .
I - I I INV. 220.60 (IN) / IIIII IN, >� - "I" �< / I / ----I-
- - - I — . - INV. 220.60 ,a 'r to 'III"N X / ,,--- \ \ MH C-1
.IQ--- I I __J__F I I - - - - — - - - -_ I - -_ - - - _i__ C %I / TOP 164.29 -
. I It . , � - ___L_ - - - I At __J I / I I - -
I -
I . �r a /
I . W I I BONWIT ROAD � SUH .9 ^� I __J � / M , .
I �- � � . _1____f I I 9C
L, I
I
P/ . � I - - - - '. .r , C, I , L __J
I TO, -_ _� L
I �0 19,f 4 #VV 12 0 RCP d 4 -_ W - 11 I
I Wr - to
. I I 1015b,"VVP -, _� /11 - _____________________� - - Q K", :Z
i� � %_ I (\
EXa __ — — ---------- — — 1 tn 'O . . 0 .
~ _____Al2_r . "' .
TOP 195. - .-.— .- / ..J
P __�_0*7_�_�� r11 � I '��__V .
19i 41 /N V Z _- �� 0 0 �e
192.1 . I %. - - - / I W ?
-I- 0 . �_ __ � `� F5 5; � Q�
0" SMH �
ow .,., �_ . / . � W
I va Aw #4 ,_----- . � C:l f5 3t: .
I .." �_ I � � I Z: .
. I * I I I �p -_ _� Z, . C:) M V) W
I . . yll p W Z .
1. I - -1 - .r A" . _?� . cm> cf) 0 �z
. rd" ih ",�, �. . . . I . � / = L 00
. � . �(/) iR 0
0 - EX I (:) M X_
* - _� N, 0 for 195.95 0.0IIIIIIIIIIII, X: In
- 0 1--_-I 0 193.6 INV MAGUZA EPA M !2= � . V) M �-
L - If -- f92.6 SUMP � I I � 0
# - -7)Jt-,/ k ---�� - . rym EX 5WH * �v L _; � I C> < M �-J
I I TOP 196.16 . � Temporary Stabilization: I L . Ck: U- ZM
. I AK FLOW A T7FIVUA 9
� 18M INV I ff .QY & WA Mi QUALITY 0.05WA A&Q SMWENZ: CON LLJ NU_
I \ Topsoll stock piles and disturbed portions of the site where . . Ma I . LA. 00
Q-5 �f� nx- c construction activity temporarily ceases for at least 21 days Stormwater runoff from the site wit be directed to a system of � 4 0 IN W
oly
s flKU
196.3f .0 UA& of catch basins and pipes that wit convey the runoff to various stormwater Uja AM MAI&MNA&GE PRAC77CES ad
Z2. 4 4 N V N. C. W I wit be stabilized with temporary seed and mulch no later than 14 ASSCS 0 10
0 < I
L 1.92..Z NV S. \ days from the lost construction activity in that orea. management faciliftles. W 0 _J
. I All gross seed mixtures and application rates shall comply With . . . 1. The following ore Inspection and maintenance practices that will be �_ 04 _j
I used to maintain erosion and sedknent controls. = in 5;
L
1. CONSTRUCT �NPORARY CONDTRUCTION ENTRANCES AS SHOYN ON Village of Rye Brook requirements. Stormwater runoff from the project will discharge at two locations on site. W W .
SP -4 *SEDIMVT AND EROSION CONTROL PLAN*. Areas of the site which are to be paved will be temporarily * . M IX
L stabilized by applying stone sub -base until biturninous pavement - Western portion of Site- Stormwater will discharge� Into the Wetland Mitigation Area . � Z All measures will be maintained in good working order. If a S691MACNE AND EEPSM& MYRM &QMF I .
'.' CI.EAR AND GRUB THE AREAS NECESSARY FOR INSTALLATION OF can be applied. . . and discharge undetaimed into the Improved downstream drainage system (see drawings repair is necessary, it wit be initiated Vdhin 24 hours of � = .
SILT FENCE AND 07HER SEDIMENT AND CONTROL DEVICES. OS -1 & OS -2 titled *Off -Site Drainage Improvement Plan' for proposed downstream report . L W
.
I
. �
� . & INSTALL SILT FENCE AND OTHER' SEDIMENT CONTROL DEVICES . Permanent Stabilization: improvements). 3. Built-up sedirrient will -be removed from silt fence when It 1. All sediment and erosion control measures shall be Installed and maintained in accordance 7. Dust shall be controlled by sprinkling or other approved methods as necessn or as directed (/) -
PRIOR TO MY ADDITIONAL SITE DISTURBANCE. Disturbed portions of the site where construction activities permanently - Eastern portion of Site: Stormwater wit discharge into the proposed subsurface I has reached one-third the height of the fence. with the plans. by the Contractor.
cease shall be stablized with permanent seed no later than I stormwater management system located at the intersection of North Ridge Street & .t, I . '
I 4. ClEAR AND GRUB THE REMAINDER OF THE SITE AND STOCKPILE 14 days after the lost construction activity. Betsy Brown Road prior to entering the existing downstream drainage system In 4. Silt fence wit be inspected for depth of sediment teorsi 2. Sit Fence shall be installed as shown on this drawing prior to beginning any clearing & Cut and ni Is sholl not endanger adjoining properties, nor divert water onto the property � I
I TOPSOIL IN AREAS AS DWNEA7ED ON SP -4 *SEDIMENT AND All grass seed mixtures and application rates shall comply With � Betsy Brown Rood. to see if the fabric is securely attached to the fence . I . . � L I
EROSION CONTROL PLAW. INSTALL SILT FENCE AROUND THE Wage of Rye Brook requirements. . . L posts, and to see that the fence posts are firmly in the and gmWing or earthwork. of others. I , I I
I MA IN M, (A A CL - EN11RE PERIMITER OF THE TOPSOIL STOCKPILE The proposed site Man includes stormwater management facilities to mitigate potential ground. 3. Exposed slopes and all graded areas shall be seeded with the following gross mix 9. All flis shall be compacted to provide stability of material and to prevent settlement � I
L
I
I . 5. W" THE REMAINDER OF THE SIM UP TO SUBGRADE SURFACE. S&MCHMIL 8&c= hydrologic wod water quality impacts. . 5. Temporary and permanent seeding and planting will be immediately upon completion of its construction at a rate of 6 pounds per
1. THE SITE SUPERIN11NDENT. OR HIS/HER REPRE01TAIIVE. SHALL GRADE IN LIMITED AREAS ONLY AT MY GIVEN TIME. FILL Proposed methods Include sit fences, haybale filtIers, temporarydroinage inspected for bare spots, washouts, and healthy growth. 10. Excavations and fils shall be rolled, sealed and stabilized at completion of each construction day.
MAKE A VISUAL oispwa OF ALL SEDIMENT AND EROSION SLOPE SURFACES VALL BE LEFT IN ROUG"ED CONDITION TO � swates, temporary sedirrient trapI inlet protection, anti-trocking pods, The fimt lush (W 1/21 of stormwater runoff from the western portion of the site will I 1000 sf in the following proportions.
CONTROLS AND NEXY STABILIZED AREAS (Le. SEEDED AND REDUCE EROSION OF THE SLOPE. diversion dikes, rip -rap velocity dissipation aprons and temporary Interceptor be collected in the proposed wetlands miCigation area which wit enhance water quality by 6. Wbere portions of the construction am have been finally 11. The Contractor shall inspect downstream conditions for evidence of I I
MULCM AND/OR SODDED AREAS) ON A DAILY BASIS; ESPECIALLY berms. Refer to the Sol Erosion & Sediment Control Plan and Construction I means of extended detention. The wetlands mitigation area wit bI all other flows; stabilzed, Inspection of such portions will be conducted at least Kentucky Bluegrass - 40% sedimentation on a weekly basis and after rainstorms. I � .
I AFTER A HEAVY RAINFALL EVENT INSURE THAT ALL CONTROLS ARE 6. CONCURRENTLY, INSTALL STORM DRAINAGE SYSTEM (INLETS, Details sheets for the location and construction requirements of the proposed . undetdiried into the improved downstream storm drainage system. This system ultimately once every month until the entire site is findly stablilzed. Creeping Red Fescue 40% 1 1 � I .
MAINTAINED AND PROPERLY FUNCTIONING. My DAMAGED MMHOLES, AND PIPES) AND INLET PROTECTION. structural practices. discharges into the Blind Brook. In addition, an oil -grit separator wit be provided prior to ' 12. As warranted by lield conditions special additional sedimentation and erosion control I L I
I L
L
CONTROLS SHALL BE REPAIRED PRIOR TO THE END OF THE L the discharge point into the wetlands mitigI area for oddiffional pollutant removal by 7. Were discharge locations ore accessible. they will be inspected Pownial Ryegross 20% ____ . I I
� .
WORKDAY INCLUDING RE -SEEDING AND MULCHING IF NECCESSARY. 7. INSTALL OTHER STE UTIL!Tn memo of sediment settling and entrapment of ol. An oil -grit separator is also provided immedriately following any storm event to ascertain whether I measures as specified by the Site Engineer and/or Village Engineer shall be installed
I . HA &M 2' OF OA &a VA &CA SL ffE 9 at the eastern portion of the site to allow settling of sediment and entrapment of oil. � erosion control measures are effective in preventing significant 4. Gros seed mix may be applied by either mechanical or hydroseeding methods. by the contractor. L . L
. .
L i
7- ALL "MIENT TRAPPING DEVICES SHALL BE 0 EMED OUT AT 50% 8. INSTALL CONCRETE CURB AND PAVEMENT SUBBASE COIJRK . ,I - impact to receiving waters. . Hydroseeding shall be preformed in accordance with the current edition of the I I - . 1, I . I .
TRAP CAPACITY MD SEDIMENT SHALL BE DISPOSED OF BY AS SOON AS FINAL SUBGRADES ARE ESTABLISHED AND . I Peak discharges into the Blind Brook will be immeasurably increased following the proposed L. 1 13. Stockpiling of construction material shall be placed On -Site in the area designated. Stockpiled excavated ZWJWRA L L A14W*12- . �
SPREADING ON SITE OR HAULING AWAY IF NOT SUITABLE FOR UNDEIMOUND UTILITY INSTALLATION PERMITS. As indicated in the Sequence of Construction, the stabilized . site development. I & A maintenance inspection report will be made after each N.Y.S.D.O.T. Standard'Speclfimtion, Construction andMaterials, section 61D-3.OZ material shall have silt fence installed around the perimeter. All stockpiled material shall be I I . . ' JUM L I . � �, I
. constructi entrances and other sedirnent and erosion controls . I X."_ ##..;- I
FILL inspection. method number 1. maintained In an ordedy manner so as not to Impede.on existing traffic ci=latilon routes. I 1 _50# � I "LL I
. . 9. DIMRBM AREAS MilCH ME NOT TO BE PAVED SHALL BE wit be constructed prior to earthwork activities on any part of The oli-grit separators wit require periodic maintenance which will'be performed as part of the overall site I . I Je - _...... ... _� 1, I .. .
. I SEEDED AND LANDSCAM AS SOON AS PRACTICAL WO FINAL the site. Amos where construction activity temporarily ceases maintenance program by the Viloge of Rye Brook once dedication of the system is accepted by the Village. ' 7/2/98 - 1.
for at least 21 days will be stabilized Vith a temporary seed 1-1= MW *M_ I
GRADES ARE ESTABLISHED. SLEP.QEM62 '01AMS dr ANAL Y -SES 5. Seeded areas shall be mulched, with straw at a rate of 2 tons per ocre I
I .. . and mulch within 14 doySLof the lost disturbance. Once � Sediment will be periodically rernoved from the basin whereas both sediment and all will be periodically removed from .. . (90 lbs. per 1,000 s.f.) such that it forms a continuous blanket I I . . V__ 96124 L I
. . . 'TE
. the grit separators. I . SA
. 10. AFTER SIE CONSTRUCTION OPERATIONS HAVE BEEN construction activity ceases permanently in an area, that area . . 1. *Stormwater Management Reporf dated 9/25/98. 1 Mam AM. I I I
.
L
� I . I COMRM AND Ali DISTURBED AREAS HAVE BEN STABILIZED, will be stabilized with permanent seed and mulch. After the . . . 6. Sediment and Erosion Control Measures shall be inspected and maintolned on a dally basis . WAWWORIZE0 Al ITRA flON OR AWfl6W TO A MAP CWyI C) 1998 by jft MW corillia", I 'L', . � , , L
� /I . "" L / . .
,
I
L�L�/ I I lr;;�� *i ,-'I i 1
CJ,Z2� C
X/ C -t-)
L \1 � I I
�
3
L-
_ J I ____
4
I I
'�' 7 1 T_ I A ,�'J Ic Z
_�, I �
qc---
_=, �,_ , ::! � � - � �C_ - - _�),41 IIIIIII�' I I i I __"""l I I I
"
e,�>�Jl \ , �� �_41\\ — \ / ,Z//:: � - l - \—\ 1i &
\ I I ,� ;�S?\ 'i \ \,
_,�"_I\ f i I I
L_" \
� N \ i,\ cw,c I J r \ /N �1. I I
I
��
I A111PI.IIIIII, zfowl � P
* . ,=of I" =/ ., ., , _ � I
,
I I .. I I , SEDIMMT AND EROSION CONTROLS SHALL REMOV0 AND THE entire site Is stabilized, accumulated sediments will be removed i . * BEARW6 NE,5FAL OF A PROESYMAL ENUICER O? 9 .05Z 0, ,, - 0 - �. S
. I .1 6P A LlaA(KP LAW SURWrW IS A WOL A MV OF JA , L� L ,
� 1, . -_ -1 " I em"WAM I I
L . I . � "CENT GROUND MMANENTLY STABILIZED WITH VEGETATION. from the wdiment and eroifm control structures and the controls I . 7- *Off -Site Stormwater Management Report! dated 3/5/97. by Contrador. .� . - " o � - 11 I I I -
I I - I � I . L � -Teflav 7209 OF )WACW raWEDIIII LAW, o . .610 =11*MN.1=!.1=XW*** LLI . 1� � L:�:4, . -1.
I'll I .: ;` � . I ,� ,_ L - L I . � . I I will be removed. I I . I L - AS PER SW&W 720-0, SW-MOSION 2 ., ~ ft WNW PRI 4f.&M MOW 4MM04 400 ISI �tl '_ � '11. I I I I I I
�,'*.,.�.. , . I 1�._ -1 I ,� I - - . I I I I L EMPI. I I I r L . IL I ;" 'LL . � I I I 1.
11 � 1. - I I I I I I .1 IOWA I AMI , I- _ -�: I .� .1 �L "I I . �
I I 1.1`1-1 - " I I . , - , I L - , - I 1 �:` - . 1: '''�� �-:'�L
. I , - I I . L I . . I ,�L I L_�,� _,-� ____:� " L _: �.',� - I � I .1 ..-
1� � I I 1� L7� ,7 1 .
I 'r, ��, � 4 I I
� L I L '_ , , "' " . I :
� 1� � I I . . �
, � .; __� . I I L � 11 . I L �;� �'_ ,_ I . . L
� I , � , I L lw� � I L, I I I I , " :1�, . I � .
, _: L . : L I '"% � � �,*,, ;� 1i _ � ,�l �� �,
� t"_ ,V - � ,t:� " - I L : � :L � I L I
� t ! ,�� - A: � ,,� 11 � � � : � "I : ," . � -
I
. I I
00 00
00 0) 2
9
NN
r- 00 00 00
N.,
NZ
IN, N\\
IN, z
N11
TWENTY—TWO ADDITIONAL SCREEN PLANTINGS Q
TO BE PROVIDED TO SUPPLEMENT EXISTING
I TINGS SHALL BE T
VEGETATION. SUCH PLAN EXISTING VEGETATION ALONG
6#-8' CONIFERS (NORWAY SPRUCE, WHITE ZZ
19, 189 sq. fi.
NORTH RIDGE STREET TO BE CUT
0 44 acres PINES AND DOUGLAS FIR).
ACK WITHIN THE EXISTING RIGHT :k
F WAY TO ALLO FOR MAXIMUM
z
------- __ GHT DISTA
z
------------ Z5 . -1
z
P DRI VZ
WINTHRO
5-
'o, :3
J --
#IF d4RE7' .00, = CL
C3
15, 000 sq. ft loll LAJ
034 ocres 9SRKEY LANE ELI (1)
poot WDA4L WX L5w; LLJ
I q, IN. CID 0:
22,702*. fi.\
L81r I N,
k C4 "i 4
4;V 40,922 sq. ft. IN. 052
av�� \1
0 94 acres LrL
N
k
*1lF_R0Sfw8
LEW 9
19, 952'qq. ft. Sq. fi,
6 o6w 19, NX RIMI N14 F�R 00 4V sq. ft
0 46 o6�s 19,59, �Sqft 19, 603 * ft ARIM FERVRO flqcres byr #A L IIZA
!X-1 sq. ft #/�_
IN
45 oor\es a 45 adips �52 es 15, OW sqX. vqfA LAW
0 J4 acres a%w
%\
/5 t4FAff
N
S80 74 �V .49,
OW NALL
CCNI cr_
S801w4ru4c
A
W UJ Lj
NIFPMERlal
7), 6
STORY OLD Z
6Lr 4-
fRAME COOP
N
0
LL.
Ile
z
ir V1, LLOO
t
Qr
TREES STREET MS 't"N !:L- _j
'.I
W� (TYP A(
zs __N I I \ L)
IV As Ar IAJ
1 42
_71—
L A WS TO 8f ;w lw
C) �4 k1l, �_l
14
-Yk
V
�:l EVER
V
fO? AUR SEE DRAWING WN -1 MI GA� 15 � li)
a j
TL'
PLAW FOR PLANTINGIMIN V
2.27 A No -C
MITIGATION Alt� 4 ZZ\ \ A O2M�
1 1 N//F FA Y
Na
48'
24' 0 0 jo, m Wf WNUR17 (S
QP 0 A-
14ED
PER ir ol X
2 1/2' Y D2,4' 0
SHADE TIR - 4 - 246X
18
lcv 8e Ar XTINGS �LIN
N TO
EIGH
EN r�E
0000000 �Lv
04) A TH
P WK
204 AZ
N
h14'
A \y
V 1448
r4L 40 Am 40
v N
or
4
FIG\ PUlf
14
2e P\ 58- Sy
f -v _-T Y\
q
.25'P
N )ks
A MA K AW-ROZA0
151 / 5
I f AS
.2X Af A: 0
'��Ll hm Xr
3
gwAt r
fL12
13-P
N-1 m
7,
r
25,'
_5
.21 *�V
A" Schfo C) V/ k4u
I�A C) C) Cl /A
` t* V �111% ±-=O , I ; / il I li ' 07'4
el;�m 1Y
CW
� I - - I I % 11 InIA , M-
f lIfIxt rn��,/a
14, JV Bfr
u J4100 -es
WPA
N_ ZZ4
X I IS
WN ZACCAOVINO
714- Ar Als-,
As
\1 As i
1 16TREET X Ar CALIPER J/
a � j j/
MEET TFEES
BIT J.,
StALLIVAN
ITYP-)
or
4
Ft r4/,�
q.
--Jo
4
>
.... ...........
it "I \ ,
COW
PROVIDE JUTE MESH PRIOR
Nlt�OLLZDR NIF L NIF MERKE
ERA t IN, TO SEEDING SLOPE INSTALID
0 9A Nlr 57 1 N1,lF f +T
1 �4 190 sq 22,271 sq. ft. 16, sq. ft. 17,21� sq. ft IN ACCORDANCE WITH NYSDOT
0, 530 Sy. ft. �4, 190 sq.
1� �7,4 15,549 sq. ft \ , 0 f ocres 0 J7 0 40 STANDARD SPECIFICATIONS SECTION
.5 J7
9
0 40�� 0 J6 acres ocr \_ 11.1
612-3.02 TO STABILZE SLOPE
L
EA"G ON LOTS 14-4 AND 14-5
�"GYAAI ?sr\ /.
Xly I I
POOL t 15 acres --R6A-
79 ee -N- I
1.9,6, NIF RLIPOW1
\045 \1
NIF 5 TEPANIAN
SEE LEGEND Q3
BONWIT ROAD
DOMING DECIDUOUS VEGETATIVE SCREENING
AT THE CORNER OF BETSY BROW ROAD &
NORTH RIDGE STREET IS TO REMAIN TO THE 0
MA)aMUM D(TENT PRACTICAL E)OSIING THINNING,
DEAD OR UNHEALTHY VEGETATION SHALL BE REMOVED U) F-
0
Z:
ADDITIONAL SCREEN PLANTINGS TO BE EVERGREEN TREES AT LEAST
AND REPLACED WITH
PROVIDED TO SUPPLEMENT EXISTING TEN (10) FEET HIGH, AS APPROVED BY THE VILLAGE!S < f
PLANNING CONSULTANT. _j M in U.,
VEGETATION. FORTY ADDITIONAL 6'-8* CL p z
CONIFERS (NORWAY SPRUCE, WHITE PINES, (n �z
oz*,sr"-�:$o AND DOUGLAS FIR) TO BE PLANTED ALONG uj 00
x 0
mm
PROPERTY BOUNDARY PRIOR TO RECEIPT OF <
CERTIFICATES OF OCCUPANCY ON LOTS 12 M W
0
JHROUGH 16. zw
Cq LA_
..........
o 0
C>
0
0
LANDSCAPING PLAN LEGEND LANDSCAPING PLAN NOTES
m 5;
ALL PLANT MATERIAL AND METHODS OF INSTALLATION
SHALL CONFORM TO THE AMERICAN ASSOCATION OF
TREF LIS/ SHADE TREE NURSERYMAN, AMERICAN STANDARD FOR NURSERY STOCK,
LATEST EDITION.
PESIGNA 77OA( SHA DL' 7 REES DESIGNA 77ON CONIf FROUS 7RSES le� ALL AREAS OF THE SITE NOT OCCUPIED BY BUILDING OR
SHADE TREES PAVEMENT AND NOT SPECIFIED AS BEING PLANTED WITH
4 pe Pkw aw/ 8db9 6'- U. TREES, SHRUBS OR GROUND COVER SHALL BE LAN.
29 Ar Acer rubml 846 5" caf. Nawy *mce
Red Akple CONIFEROUS TREE ALI. PLANTING BEDS SHALL BE MULCHED WITH A MINIMUM
20 12, awm had*/ MY 5' cal. 17 PS Piw sbvbzwl BM 6'- 8'ht OF Y OF BARK CHIPS.
Red 0* alte fte WETLAND GRASSES THE LANDSCAPING ARCHITECT SHALL INSPECT ALL PLANT
MATERIAL AT THE SOURCE BEFORE IT IS DELIVERED TO
le 40 amnw pobsftl bw 5" cd 22 pm Pswdo&W mmimfl b&8 6'- 8'ht THE SITE
P* 04* Dw9las f r- TREE PROTEC11ON
THE FINAL LOCATION OF THE SHRUB, TREE AND WETLAND
14 zS Mow smto 64w Yosel M8 cdc PLANTING, WHICH ARE REFERENCED TO THIS NOTE,
x TREES M BE REMOVED WILL BE DETERMINED IN THE FIELD BY THE LANDSCAPE
ARCHITECT, AFTER THE DOSTING VEGETATION HAS BEEN
CLEARED TO THE LIMIT OF DISTURBANCE BOUNDRY AND
20 As Acor mcdwm M8 5" caf IMPACTED TREES TO BE SAVED IF FEASIBLE FINAL REGRADING HAS BEEN COMPLETED.
ZwAmt NNW
RA im
1 50*
D(ISTING WOODLAND AREA TO BE PRESERVED TO THE PAW 7/2/98
MAMUM E)(TENT PRACTICAL E)OSTING DEAD OR
UNSIGHTLY VEGETATION TO BE MOVED BY CONTRACTOR.
ooa#"r 4v:
UN.401HORIZED AL ITRA PON OR A991flOV M A MAP COPMff Q 19W by J" WW Camftg
LAN N G J]S
IS G
IEX TIN 3
ALL BE
WHITE
FFOR
V� Ts, '17 qr
C cm
8EAMN.- NE -WAZ Of A PfiMM01VAL ENGINE& 6W
OR A LICEN-T9 LAND SURWWR IS A KOLA 770N OF SP 5
MCMV 7" Or PC AIEW JyWff fWCA PM L A W,
tXr P)r AS Pa ZCTAW 720y, SW '9aV 2
WOVEN WIRE FENCE
TWO (2) 2-x2- STAKES, OR EQUIVALENT
(MIN 14.5 GAUGE, MAX. 6-
MES� SPACING)
PER BALE DRIVEN ONE (1) FOOT INTO
GROUND. DRIVE STAKES FLUSH WITH
-X1 OAK FENCE POSTS
STANDARD STEEL OR 1-1\2 -1\2
BALES.
FENCE POSTS, 36- MIN. LENGTH.
16* INTO
MOUNTABLE
50' MINIMUM BERM
GROUP TREE
6f
6#
DRIVEN MIN. GROUND
(Optioncl see
PROTECTION
COMPACT SOIL
AROUND OUTER
6* MINIMUM Note 6)
Q)
PERIMETER OF
BALES
-)Q
�-D<Z566c_)(z Q) Q ,/--STANDARD 48"
"3Q)(56<5c
HEIGHT OF FILTER
SUBGRADE
6 IN.
FILTER EXIS11NG
CLOTH PAVEMENT
7EXIs-n EXI
SAFETY FENCE.
(SEE NOTE 5)
CLOTH ABOVE GROUND,
16� MINIMUM
FLOW
SEC71ON A -A
EXISTING
GROUND
Z
a7
_j_ 8- -MIN.
t
.12'1
is
SECT110N
EXISTING
GROUND
50' MINIMUM J
4 FOOT HIGH
CONSTRUCTION FENCE
A A
z
PERSPEC11VE VIEW
Uj
M
L
2'
BOTTOM OF FENCE
D <
CONSTRUCTION
TO BE FLUSH
36* MIN. FENCE POST
STAKES
AREA
WITH GROUND SURFACE.
U
2*x2"
z
P
PROTECTED AREA
WOVEN WIRE FENCE (MIN. 14.5 GAUGE, MAX.
(n
x
6- MESH SPACING) NTH FILTER CLOTH OVER
1ji
41
z
00
IN
N
MINIMUM
PLAN \AEW
FLOW UNDISTURBED GROUND
DRAIN INLET
]NDIVIDUAL
STANDARD STEEL OR 1-1\2-Xl-1\2-
OAK FENCE POSTS
TREE
EMBED FILTER CLOTH
INTO GROUND (8- MIN.)
!6
NOTES:
1 . STONE SIZE USE 1�- 2- STONE. OR RECLAIMED OR RECYCI ED CONCRETE EQUIVALENT.
PROTECTON
GROUND LEVEL
2. LENGTH - AS REQUIRED, BUT NOT LESS THAN 50 FEET.
(ARMOR TYPE)
v
3. THICKNESS - NOT LESS THAN SIX (6) INCHES.
4. WIDTH - 12 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE
INGRESS OR EGRESS OCCURS. 24 FOOT MINIMUM IF SINGLE ENTRANCE TO SITE.
SEC110N
.W
6" MIN
BOTTOM OF SALES
5. FILTER CLOTH - TO BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE.
6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION
ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAt, A
CONSTRUC11ON NOTES FOR SILT FENCE
+ _T
MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED.
7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
'RO1 NO LEVEL
TRACKING OF FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE
ROUGH SAWN WOOD, (2"x2*
1. WOVEN WIRE FENCE SHALL BE FASTENED SECURELY POSTS: STEEL, EITHER T OR U
TO FENCE POSTS WITH WIRE TIES OR STAPLES. TYPE, OR I" HARDWOOD
BOTTOM OF BALES
PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR
AND/OR CLEANOUT OF ANY MEASURE USED TO TRAP SEDIMENT. ALL SEDIMENT SPILJ_ED,
TO 2*x6* DEPENDING ON
TRUNK DIAMETER) BOUND
NOTES: SEE NOTE 3
DRIPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED
WITH 9 GAUGE WIRE
1. SPACE SUPPORT FENCE POSTS AT 6 FOOT INTERVALS.
2. FILTER CLOTH SHAH BE FASTENED SECURELY SHALL FENCE: WOVEN WIRE, 14.5 GAUGE
PERSPECIIVE VIEW
IMMEDIATELY.
2- DRIVE SUPPORT POSTS 2 FEET INTO GROUND.
FASTEN FENCE MATERIAL IN PLACE BY WRING
WOVEN WIRE FENCE WITH 71ES SPACED EVERY 6* MAX. MESH SPACING
8. WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO
3. FIRMLY
2,4!' AT TOP AND MID SECTION.
PUBLIC RIGHTS-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA
TO FENCE POST WHILE MAINTAINING TENSION ACROSS
I
NOTES:
HICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING
STABILIZED NTH STONE AND W
FULL HEIGHT OF FENCE. WRING SHALL BE DONE IN A
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN FILTER CLOTH- F ILTER X,
DEVICE.
MANNER THAT WILL PREVENT SAGGING OF FENCE MATERIAL
EACH OTHER, THEY SHALL BE OVERLAPPED BY MIRAFI 10OX. STABILIZATION FILTER
SIX INCHES AND FOLDED. 114ON OR APPROVED EQUAL
1. ALL BALES ARE TO BE TIGHTLY BUTTED TOGETHER.
2. BALES SHALL BE EITHER STRAW OR HAY.
9. PERIODIC INSPEC71ON AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN.
EXISTING GROUND
SURFACE
4. PROVIDE PERIODIC INSPECTION AND MAINTENANCE OF
FENCE INCLUDING REPAIRS AS NECESSARY AND REQUIRED.
5. PLASTIC FENCE SHALL BE INTERNATIONAL ORANGE COLOR.
4. MAINTENANCE SHALL BE PERFORMED AS NEEDED PREFABRICATED UNIT: GEOFAB,
3. PROVIDE FREQUENT INSPECTION AND MAINTENANCE. REMOVE ACCUMULATED SEDIMENT AND
REPLACE CLOGGED BALES TO MAINTAIN EFFECTIVENESS OF INSTALLATION.
AS MANUFACTURED BY ADPI ENTERPRISES. INC. OR APPROVED
AND, MATERIAL REMOVED AND REPLACED WHEN ENVIROFENCE, OR APPROVED
EQUAL
"BULGES" DEVELOP IN THE SILT FENCE. EQUAL
SILT FENCE
BALED FILTER
STABILIZED
1 REE PROTECTION
CONS i mUCT11ON FENCE
CONSTRUC"nON ENTRANCE
CAMPBELL FOUNDRY FRAME &
CAMPBELL FOUNDRY FRAME 5" 4 --ID'
COVER No.1107 OR APPROVED
EQUAL (SEE NOTE 2)
COVER No. 1107 OR APPROVED 5 4!-0" MIN.
EQUAL. (SEE NOTE 2) FINISHED GRADE (SEE NOTE 3)
FINISHED GRADE RUBBER BOOT CONNECTION SECURED
RUBBER, BOOT CONNECTION SECURED
TO PIPE USING STAINLESS STEEL
TO PIPE USING STAINLESS STEEL
STRAPPING ACP COLLAR METHOD,
STRAPPING ACP COLLAR METHOD,
A-LOK OR APPROVED EQUAL
(REQJIRED FOR SANITARY SEWER MANHOLES ONLY)
A-LOK OR APPROVED EQUAL
FRAME TO BE THOROUGHLY REQUIRED FOR SANITARY SEWER MANHOLES ONLY)
FRAME TO BE THOROUGHLY
BEDDED IN 1:2 CEMENT MORTAR 3Cr I.D.
BEDDED IN 1:2 CEMENT MORTAR
mix ADJUST TO GRADE WITH BRICK
MIX ADJUST TO GRADE WITH BRICK
(ASTM C-32, GRADE MA.)
(ASTM C -3Z GRADE MA.)
12* MAX. OR PRECAST CONCRETE APPROVED COMPACTED CRUSHED 6 MIN.
12* MAX. OR PRECAST CONCRETE MIN. -
RING SECTIONS.
RING SECTIONS. STONE FOUNDATION COURSE.
STONE FOUNDATION COURSE.
MANHOLE STEPS 12" O.C. ==a . . . . . . . .
(SEE NOTE 1) 2-2MIL COATS OF BITUMINOUS
-fj
SHAPE INVERT CHANNEL
TO SMOOTH
MATERIAL *INERTOL NO. 49* 6"
B
6"
MANHOLE, STEPS 12" O.C. _B t r
PROVIDE
TRANSITION OF FLOW
KOPPERS SUPER SERVICE
(SEE NOTE 1)
BLACK OR APPROVED EQUAL.
co
APPLIEDIN ACCORDANCE
W WITH MANUFACTURER'S SPECIFICATIONS.
(REQUIRED FOR SANITARY SEWER MANHOLES ONLY)
0
ALL LIFT PIN'HOLES TO BE O-RING JOINT TO CONFORM TO APPROVED SUBGRADE
APPROVED SUBGRADE
PLUGGED AND MORTARED A.S.T.M. DESIGNATION
INSIDE AND OUT 4'-0' 5"
C443 LATEST REVISION. STEPS
SEC11ON B -B
ce 2-2MIL COATS OF BITUMINOUS
MATERIAL "INERTOL NO. 49' STEPS
'1z SEC11ON B -B
JOINTS TO BE MORTARED
4:10 KOPPERS SUPER SERVICE
PLAN OF INVERT CHANNEL
INSIDE AND OUT USING NON-
(Chilte Manhole 847Se)
z - BLACK OR APPROVED EQUAL,
< (aute Manhole Base)
SHRINKING MORTAR.
APPLIED IN ACCORDA�NCE-
WITH MANUFACTURERS SPECIFICATIONS.
FILL AND SHAPE INVERT CHANNEL
(REQUIRED FOR SANITARY SEWER MANHOLES ONLY)
4*-O"MAX.
IN FIELD USING CLASS A (3500 PSI)
CONCRETE. INVERT CHANNEL TO PIPE PRECAST MANHOLE SECTIONS TO BE IN
Uj O-RING JOINT TO CONFORM TO
-`� r -RUBBER BOOT CONNECTION
HAVE A STEEL TROWEL FINISH. =0 OPENING ACCORDANCE WITH "PRECAST
A.S.T.M. DESIGNATION
z (SEE MANHOLE DETAIL)
0
REINFORCED CONCRETE MANHOLE
C443 LATEST REVISION.
-3
APPROVED COMPACTED CRUSHED SECTIONS" A.S.T.M. DESIGNATION C-478,
LATEST REVISION' MINIMUM COMPRESSIVE
ALL LIFT PIN HOLES TO BE JOINTS TO BE MORTARED
PLUGGED AND MORTARED INSIDE AND OUT USING NON -
\�Y" BRANCH
STONE FOUNDA11ON COURSE. 10 � STRENGTH TO BE 4000 P.S.I.
3 5" 4'-0" 5"
4* -W MIN. 5'
INSIDE AND OUT SHRINKING MORTAR. 5.
(SEE NOTE 3) 4* -0" MIN. 5"
PRECAST MANHOLE SECTIONS TO BE IN (SEE NOTE 3)
*PRECAST
LL
%
ACCORDANCE WITH
LATER& -45* SEND
REINFORCED CONCRETE MANHOLE
6*
00 DEFLECTION ANGLE AS REQUIRED
FILL AND SHAPE INVERT CHANNEL SECTIONS" A.S.T.M. DESIGNATION C-478, DEFLEC11ON ANGLE AS REQUIRED
SAME AS LATERAL NTH
6" MINIMUM PIPE DIAMETER
OR ALLOWED BY OPENING SIZE,
IN FIELD USING CLASS A (3500 P LATEST REVISION, MINIMUM COMPRESSIVE OR ALLOWED BY OPENING SIZE,
RADIUS TO BE MAXIMUM POSSIBLE.
CONCRETE. INVERT CHANNEL TO PIPE STRENGTH TO BE 4000 P.S.I. RADIUS TO BE MAXIMUM POSSIBI E.
RUBBER BOOT CONNECTION
PLAN
HAVE A STEEL TROWEL FINISH. OPENING
PLAN
(SEE MANHOLE DETAIL)
<
APPROVED COMPACTED CRUSHED
SHAPE INVERT CHANNEL
FOR SMOOTH TRANSITION
ZAPPROVED
STONE FOUNDATION COURSE.
OF INFLOW FROM DROP
SUBGRADE RUBBER BOOT C ONNECTION SECURED
13/ D'. RUBBER BOOT CONNECTION SECURED
CONNEC11ON
IN.
TO PIPE USING STAINLESS STEEL
STRAPPING ACP COLLAR METHOD, BENCH EI -EV. VARIES
z TO PIPE USING STAINLESS STEEL
STRAPPING ACP COLLAR METHOD, BENCH ELEV. VARIES
A-LOK OR APPROVED EQUAL 6' MIN
6. A-LOK OR APPROVED EQUAL. 6- MIN.
3,500 P.S.I. CONCRETE
(REQIJIRED FOR SANITARY SEWER MANHOLES ONLY)
'CHANNEL
(REQUIRED FOR SANITARY SEWER MANHOLES ONLY)
010 r1LJ A k1kfM
6 -
90* B END
APPROVED COMPACTED 6
APPROVED COMPACTED -
00
NOTES: CRUSHED STONE FOUNDATION
COURSE.
CRUSHED STONE FOUNDATION
COURSE.
1. MANHOLE STEPS SHALL BE CAST IRON NEENAH No. R -1981-0 OR CAMPBELL
00
ZAPPROVED
EARTH
FOUNDRY No. 2588-1 OR POLYPROPYLENE COATED STEEL (SEE SPECIFICATIONS)
SUBGRADE 3. MANHOLES �WITH DEPTH (h) 12' OR GREATER SHALL BE FIVE (5)
NOTES:
UNDISTURBED
1-11 HE I
OR APPROVED EQUAL
FEET IN DIAMETER.
2. UNLESS OTHERWISE SPECIFIED. SANITARY SEWER MANHOLES SHALL HAVE LETTERS
*SEWER" AND STORM DRAIN MANHOLES SHALL HAVE LETTERS "DRAIN* APPROVED SUBGRADE
1. MANHOLE STEPS SHALL BE CAST IRON NEENAH No. R-1981-0 OR CAMPBELL 4. MANHOLES SHALL MEET OR EXCEED A.S.T.M. AND O.S.H.A. REQUIREMENTS.
FOUNDRY No. 2588-1 OR POLYPROPYLENE COATED STEEL (SEE SPECIFICATIONS) APPROVED SUBGRADE
NOTES:
CAST ON COVER. THE COVERS SHALL HAVE VENT HOLES.
OR APPROVED EQUAL.
5. SEE 'NOTES PERTAINING TO MANHOLES" ON THIS DRAWING.
SEUCIN B -B
1. DROP CONNECTION SHALL BE USED WHEN INCOMING SEWER IS MORE
THAN 2'-0" HIGHER THAN THE OUTGOING SEWER.
3. MANHOLES SHALL MEET OR EXCEED A.�.T.M. AND O.S.H.A. REQUIREMENTS. SEC"nON B-8
2. UNLESS OTHERWISE SPECIFIED, SANITARY SEWER MANHOLES SHALL HAVE LETTERS
'SEWER" AN D STORM DRAIN MANHOLES SHALL HAVE LETTERS "DRAIN"
4. SEE "NOTES PERTAINING TO MANHOLES" ON THIS DRAWING. (Staodt7rd Aknhole &7Se)
'
CAST ON COVER. THE COVERS SHALL HAVE VENT HOLES. (Sh7nIlhnd Manhole Base)
2. PIPE SIZE OF DROP CONNECTION SHALL BE THE SAME SIZE AS LATERAL
WITH 6" MINIMUM.
MANHOLE (TYPE -A)
6
MANHOLE (TYPE 8)
7
DROP CONNECTION AT M AN H OLE
NOTES PERTAINING TO DRAIN INLETS
EXCAVATED
A-1 ALL PRECAST CONCRETE STRUCTURES SHALL BE DESIGNED TO ACCOMMODATE
TRENCH FINISHED GRADE
AN H-20 DESIGN LOAD.
A-2 STEPS WILL NOT BE REQUIRED IN INLETS LESS THAN FOUR (4) FEET IN DEPTH.
UNDISTURBED EARTH COMPACTED BACKFILL
W
STEPS WILL BE REQUIRED IN INLETS FOUR (4) FEET OR GREATER IN DEPTH.
3,500 p.sl CONCRETE
c__ co
WHEN STEPS ARE REQUIRED, STEPS SHALL COMPLY NTH THE SAME REQUIREMENTS
A
cb- I
SUBGRADE
N
U -
OF ASTM STANDARD C-478, ARTICLE 13 ENTITLED "MANHOLE STEPS & LADDERS".
SANITARY LINE FOR SIZE. SEE PLAN
z
STEPS (SEE OF CURB
A DRAINAGE
NOTE A-2) cq
A-3 FOR MASONRY STRUCTURES. THE FIRST COURSE OF MASONRY SHALL BE SET
IN THE CONCRETE FOUNDATION BEFORE THE CONCRETE HAS SET. CONCRETE
CONCRETE:
ENCASEMENT A
-TW_ A�
STANDARD
BACKFILL
S TEPS (SEE A
FOUNDATION SHALL BE CLASS "A" (3,500 psi) CONCRETE, TWELVE (12) INCHES THICK
4�-O* MINIMUM 47-0" MINIMUM
RAINAGE
]___70NOTE A-2)
AND SHALL EXTEND SIX (6) INCHES BEYOND THE OUTSIDE FACE OF THE STRUCTURE.
4 BARS 0 6" OC
A-4 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FURNISH AND CONSTRUCT
0 .
THE PROPER SIZE STRUCTURE INCLUDING THE NECESSARY OPENINGS TO
THE
.
_j O.D.
LL_
ACCOMMODATE THE WORK AS SHOWN ON THE PLANS OR ORDERED BY
ENGINEER, AT NO ADDITIONAL COST TO THE OWNER.
6 6
M
#4 BARS 0 6 -OC
PLAN
A-5 ALL NECESSARY PATCHING FOR DRAIN STRUCTURES SHALL BE ACCOMPLISHED
SECTION A -A
W
W
WITH NON -SHRINKING CEMENT MORTAR GROUT, APPROVED EQUAL TO
SIKA-SET AS MANUFACTURED BY THE SIKA CHEMICAL CORP.
NOTES:
D
PLAN
A-6 FOUNDA11ONS FOR PRECAST CONCRETE STRUCTURES SHALL BE SET ON A
1. CONCRETE ENCASEMENT TO EXTEND 2' -0" MINIMUM INTO UNDISTURBED EARTH.
FRAME & GRATE:
NEENAH FOUNDRY Co.
COMPACTED LAYER OF APPROVED POROUS MATERIAL HAVING A MINIMUM
2. FULL LENGTH OF SANITARY SEWER PIPE TO BE USED AT CROSSING. PIPE TO
z 0.15 O.D.
No. R -3246-A OR APPROVED
FRAME & GRATE:
COMPACTED THICKNESS OF EIGHT (8) INCHES.
BE CENTERED ON CENTERLINE OF STORM PIPE. NO JOINTS SHALL BE LOCATED
EQUAL
NEENAH FOUNDRY Co.
WITHIN THE AREA OF CONCRETE ENCASEMENT.
TOP OF CURB--,,,,
No. R -3403-F OR APPROVED
EQUAL
A-7 ALL PIPES SHALL BE CUT FLUSH NTH THE INSIDE WALL OF THE STRUCTURE.
co
FINISHED GRADE
FINISHED GRADE
A-8 PROVIDE REINFORCED CONCRETE TOP .�.'�LAB FOR OVERSIZED DRAIN INLETS WITH
CONCRETE ENCASEMENT
12
co -FOR UNSUITABLE
MATERIAL. SEE NOTE 2C.
Uj
PROPER SIZE OPENING TO ACCOMMODATE INSTALLA11ON OF FRAME & GRATE.
BRIPK FOR ADJUSTMENT
S-00 R.-(12
FOR, SANITARY LINE
MAX.)
BRICK FOR ADJUSTMENT
A-9 FOR MASONRY STRUCTURES GREATER THAN TWELVE (12) FEET IN DEPTH.
I
6' SOLID CONC. BLOCK
2* -9 (12 MAX.)
THICKNESS OF MASONRY WALLS SHALL BE INCREASED TO TWELVE (12) INCHES.
NOTES:
OR PRECAST CONCRETE
STEPS AT 12" O.C. CAST
IRON OR POLYPROPYLENE
STEPS AT 1 r O.C. CAST 6" SOLID CONC. BLOCK
1. FILL SECTION AREA MUST BE GRADED TO 2'-0" MIN.
D=INSIDE DIAMETER. SPAN, OR RISE
COATED STEEL. (SEE r 0= REINFORCEMENT AS REQUIRED
IRON OR POLYPROPYLENE OR PRECAST CONCRETE
ABOVE TOP OF PIPE BEFORE EXCAVATING TRENCH
O.D.=OUTSIDE BARREL DIAMETER. SPAN OR RISE
DRAINAGE NOTE A-2) FOR PRECAST CONCRETE
COATED STEEL. (SEE
2. FOR PVC PIPE INSTALLATION, USE TYPE 11 TRENCH.
H.D.=OUTSIDE DIAMETER, SPAN. OR RISE 0 BELL OR BAND
STRUCTURE
DRAINAGE NOTE A-2) .4 REINFORCEMENT AS REQUIRED
NOTES PERTAINING ID MANHOLES
W=H.D. + 2.0' - FOR 48" OR SMALLER DIAMETER, SPAN, OR RISE
SEE DRAINAGE NOTE A-3 FOR
FOR PRECAST CONCRETE
W
W=H.D. + 2.5' - FOR GREATER THAN 48" DIAMETER, SPAN, OR RISE
FOR INVERT, SEE
F CONCRETE FOUNDATION
STRUCTURE
B-1 PRECAST CONCRETE MANHOLES SHALL COMPLY WITH ASTM STANDARD C-478.
SUBGRADE
PLAN OR PROFILE FOR CONCRETE BLOCK
MANHOLE JOINTS SHALL COMPLY WITH ASTM STANDARD C-443.
STRUCTURES.
FOR INVERT, SEE SEE DRAINAGE NOTE A-3 FOR CONCRETE
PLAN OR PROFILE FOUNDATION FOR CONCRETE
B-2 FOR PRECAST CONCRETE MANHOLES FIVE (5) FEET OR LESS IN HEIGHT, TOP
1-2
-
BLOCK STRUCTURES
CONE SECTION SHALL BE REPLACED WITH PRECAST REINFORCED CONCRETE
_j
10"
lam . i
L x a #
-� <*
SLAB MIN. THICKNESS) WITH OPENING OF. SUFFICIENT SIZE TO ACCOMMODATE
(6
_j
G:
V
APPROVED COMPACTED
CRUSHED STONE ot 6"
MANHOLE CASTING.
<
NOTES:
FOUNDATION COURSE.
6.
APPROVED COMPACTED
CRUSHED STONE
COURSE.
B-3 FOR MANHOLES 12 FEET OR MORE IN DEPTH, MANHOLE DIAMETER SHALL BE
FIVE (5) FEET.
D.
<
1. FOR TYPE It TRENCH. MATERIAL FOR SELECT BEDDING AND SELECT BACKFILL SHALL BE:
A. EITHER SAND OR CRUSHED STONE IF NO WATER IS ENCOUNTERED IN TRENCH.
z' \Nz, -\N; x
X_
FOUNDATION
z
D
B. CRUSHED STONE IF WATER IS ENCOUNTERED IN TRENCH.
APPROVED SUBGRADE
z \Nz
B-4 TERMINAL MANHOLE FLOORS SHALL BE SLOPED TOWARD OUITFALL PIPE.
(n
2. TYPE 11 TRENCH SHALL BE USED IN ALL OF THE FOLLOWING CASES:
APPROVED SUBGRADE
A. FOR ALL PVC PIPE AND CONDUIT INSTALLATION.
IS ENCOUNTERED IN BOTTOM OF TRENCH.
SECTION A -A
B-5 INVERT CHANNELS FOR PRECAST CONCRETE MANHOLES SHALL BE CONSTRUCTED
B. WHEN ROCK OR HARDPAN
C. WHEN UNSUITABLE MATERIAL IS ENCOUNTERED IN BOTTOM OF TRENCH. IN SUCH CASE
OF CONCRETE.
D=INSIDE DIAMETER. SPAN, OR RISE
DEPTH OF UNDERCUT71NG SHALL BE AS DIRECTED BY THE ENGINEER WITH 6" MINIMUM.
SEC'nON A -A
B-6 NOTES A-1, A-5, A-6 & A-7 UNDER -NOTES PERTAINING TO DRAIN INLETS*
O.D.=OUTSIDE BARREL DIAMETER, SPAN OR RISE
H.D.=OUTSIDE DIAMETER, SPAN, OR RISE 0 BELL OR SAND
3. FOR ALL TRENCH EXCAVATION IN FILL AREAS, ALL EMBANKMENTS SHALL BE CONSTRUCTED
NOTE: SEE "DRAINAGE NOTES" ON THIS DRAWING.
ABOVE SHALL APPLY TO MANHOLES.
W=H.D. + 2.0' - FOR 48" OR SMALLER DIAMETER, SPAN, OR RISE
TO A MINIMUM OF 2 FEET ABOVE THE OUTSIDE TOP (AT THE BELL) OF THE PIPE PRIOR TO
NOTE: SEE "DRAINAGE NOTES" ON THIS DRAWING.
W=H.D. + 2.5' - FOR GREATER THAN 48" DIAMETER. SPAN, OR RISE
BEGINNING ANY TRENCH EXCAVATION.
DRAIN INLET (TYPE CI)
9
DRAIN INLET (TYPE DI)
Sump
10
DRAINAGE NOTES
TVE I 'I"t"?ENCH
13
1")?E 11 ""I'RENCH
14
with Sump
with
(FLAT BOTTOM)
aliva "M
0
0
ly,
2
0
Ly
0
0
0
P
hk
Z
0
U)
> 0
W
Ld
M
A W
:D z
Uj
U) 0�z
00
<
Lj_ zir
C.4u-
Lj_ 00
0 04
1 W
0 10 0
<
_j
Uj
amm MM xww im
SMM' NTS
zw;r- 7/2/98
AM NU: 96124
DET1,
SP 61�
00
41
0
0
ly,
2
0
Ly
0
0
0
P
hk
Z
0
U)
> 0
W
Ld
M
A W
:D z
Uj
U) 0�z
00
<
Lj_ zir
C.4u-
Lj_ 00
0 04
1 W
0 10 0
<
_j
Uj
amm MM xww im
SMM' NTS
zw;r- 7/2/98
AM NU: 96124
DET1,
SP 61�
amm MM xww im
SMM' NTS
zw;r- 7/2/98
AM NU: 96124
DET1,
SP 61�
�07 "oil
FRAME TO BE THOROUGHLY
BEDDED IN 1:2 CNENT MORTAR
4ft NOTE& MIX 000) 360 04mo *00)
;FDP)- 1. MANHOLE STEPS SHALL BE CAST IRON NEENAH No. R-1981-0 OR CAMPBELL FINISHED GRADE 170.20
4L GALVANIZED STEEL DOUBLE RETICULINE FOUNDRY No. 2588-1 OR POLYPROPYLENE COATED STEEL OR APPROVED EQUAL
xm(w GRATE AND FRAME TO BE EAST JORDAN C4 'Z
RON WOWS TYPE *W OR APPROVED EQUAL ADJUST TO E 00 00
2. MANHOLES SHAIL MEET OR EXCEED A.S.T.M. AND O.&H.A. REQUIREhIENT& 24! I.D. W DE11TH CK
M)
1-6- 3. SEE NOTES PERTAINING TO MANHOLES* ON DRAWING SP -7. ;A J�Tm C-3AfGRA &ZI ;RETE
MAX. OR PRECAST C CR
8* MIN. RING SECTIONS.
�5�Y DIA. ORIFICE 6-6* 6*
li %0 - - - - - - - 1�� INV. ELEV. 201.50
9M 0 ELEX 2Q5,00
RECTANGULAR WEIR
Fir j ; FINISHED GRAM
41 #4 REBAR 0 1fO.C. -71 0 INV. ELEV. 204.50
BOTH WAYS
#4 REBAR 0 le D.0
-4 1-- 1
4- (18' LONG) 2-2MILCO.ATS OF BITUMINQUS
01 N 14 REBAR 0 18" D.C. ALL LIFT PIN HOLES TO BE MATERIAL INERTOL NO. 49 24" I.D.
90 KOPPERS SUPER SERVICE
HORIZONTAL PLUGGED AND MORTARED BLACK OR APPROVED EQUAL
INSIDE AND OUT APPLIED IN ACCORDANCE N.
CONCRETE 10- 14 0 0 MI
SEDIMENT TRAP in A f% r% ri I TH MANUFACTLIRER'S SPECIFICATIONS
L-5" DIA. ORISGE REQUIRED FOR SANITARY SEWER MANHOLES ONLY)
t m m 0
C-4 I I m\ 1 0
201.50
OEM SEDWENT TRAP D Ir CONCRETE BLOCK WALL
f4 REBAR fl Vim m 0 zk
0 it O.C. 0 ELEV. 200.00 ACROSS MANHOLE WITH
m 2 OR 3 ORIFICES. n
CHART BELOW
6-W 10/10 POMRSIZES & INVERTS.)
WELDED WRE MESH FRONT ELEVAIION
CAMPBELL FOUNDRY FRAME & COVER Er CONCRETE BLOCK WALL m A N N-\ 0 1
NO. 21048 OR. APPROVED EQUAL
ACROSS MMHOLE WITH AB j4C m rN m m u PRECAST MANHOLE SEC71ONS TO BE IN
2 OR 3 ORIFICES. 0 ".4 WA -
T- v m m ACCORDANCE WITH 'PRECAST
oo SEE CHART BELOW REINFORCED CONCRETE MANHOLE 7.
m m m H m SEC"nON9w A.S.IM. DESIGNATION C-478,
�.m SIZES & INVERM) P_ j4 D
V H LATEST REVISION, MINIMUM COMPRESSIVE ====a 'y - a G__
9 0 2� iru-
- D.C. VERTICAL A A STRENGTH TO BE 4000 P.S.I. T-11 cr- cr-
f4 REBAR 0 12 APPROVED COMPACTED CRUSHED _j _j 9-5
f4 REBAR 0 18' D.C. HORIZONTAL STONE FWNDA71ON COURM yu �< < 10
PLAN VIEW ai 15 61
5� P = Z ;
FINISKD 'D.C. w
GRADE f4 REBAR 0 12 B IN 4d% C OUT R-0
B01H WAYS - - - - - - - - APPROVED SUBGRADE
11-m-04 r
J.
INSTALLED AT 12*0.C. . . . - , &; � - *
*6 CONCRETE f89MCK BE MORTARED
M BE NEENAH NO. R -1980-E -1 11 - 14,
�11 TO BOTTOM OF STRUCTURE
GRATE 0 ELM 206.00 OR APPROVED EQUAL, INSTALLED 1-3111 1 . d I
5-3! DIA. oRin AT PLANT 6w
0 INV. ELEV. iO 06 REBAR 0 12" D.C. 2 14 REBAR 8' CRUSHED STONE BASE SECTION A -A w co
4 IN WAYS CONTINUOUS
WEIR N.
A SEc*nON IS
0 INV. M. 204.50
J% REBAR DOWEL CMPBEIL FOUNDRY FRAME COVER
10,
>
7r,
0 lEr 0.11 (22' LO NG) NO. 2104B OR APPROVED EQUAL
WEILAND MITIGATION, AREABOTTOM 0 ELEV. 201.5D 0 CPOP SHEDULE OF INVERTS CONCRETE BLOCK 70 BE MORTARED
OUTFLOW PIPE 70 BOTTOM AND, SIDES OF STRUCTURE
KEYWAY EA 2M50 A B C D
APPROVED COMPACTED SUBGRADE SECTION B -B
a iii;a SIZE INVERT sr& INVERT SIZE INVERT. SIZE INVERT
8" CRUM STONE BASE 1. ALL CONCRETE SHALL BE CLASS A CONCRETE (3,500 PSI). -PLAN VIEW- 3:
"r -m Ld Uj
N.T.S. dd=
2. ALL EXPOSED EDGES OF THE CONCRETE WING WALLS AND z
CONCRETE N.T.S.
,ONCRETE SEDIMENT TRAP TO BE,CHAMFERED ONE INCH. z
SEDIMENT TRAP J4 REBAR 0 it D.C. W 162.5 W 162-50 500 162,50 22.570 163.50
807H WA .YS 3. ALL REBAR AND WELDED WIRE MESH SHAH HAVE A MOP CPDP
lr)r 10/10 WD, DED WIRE MESH
MINIMUM CLEARANCE OF TWO INCHES FROM OUTSIDE (IN) WEIR 0
SEC flON K -K EDGE OF CONCRETE STRUCTURE. Im
Z
N
NHOLE (OCS C-2)
0
OUT -LET CON 'IFNOL STRUCTURE AND, SEDIME& IT TRAP (OCS, D-1) OUTLET CONTROL MA
6 0
0
W
._j
URD INSTALLATION PROCEDURE _j
C ARE HYDRANT TO BE STANDARD OF.
A A ym - AMMcm WATER
0 Cww PmT CHESIM INY
VER11CAL BEND HORIZONTAL BEND
0 T FIRE HYDRANT TO BE PAINTED
12 GAUGE DIAMETER (D) DIAMETER (D) IN ACCORDANCE WITH*
AMEFWAN
GALVANIZED STEEL
12 GAUGE GALVANIZED TERMINAL SECTION BEND 6" 8" 10" 12" 16" BEND 6" 8" 10" 12" COWANY. P= CHESIM NY
SWEL, GUIDE RAIL
LW SPLICE IN DIKC11ON OF TRAFFIC 2/3 DI
8"
A 8" 10" 12 MIN
'7'
A V-6" 2'-0" 2-6" 3'-0' S-6" HYDRANT TO FACE PAVEMENT
OR AS DIRECA UNLESS DIRECTED OTHERWISE.
127 - .6" D.C. DOUBLE ACTING 1/32 B 7" 10 1 IFE - �11 F -El I
60
STEEL WEDGE 7" 8" 8's A
1/32 8 V-3" 1 -9"11* -3" 2'-0" 2'-0" C 7" 1 F FACE OF CURB OR
7 A 9" 12" V-6" V-9"
2- 0" 2- 6 n 2- 9" 3- 0" 4'- 0" EDGE Of PAVEM
C
C HYDRANT TO HAW BREAK SECTION
1/16
_T
-0" 3* -4" S-8" 4#-0" 4* -4" 9 1 1=1 I
0 A 2# C 8t. 9 10" 11" CONCRETE WORD *WATER7 S-00 MIN.
COVER
21-3"
.. .... t MIN. 6* MAX.
2'-6 A V-8" -1" 2* -6" THRUST C 0 ON
C-4 1/16 B V-9" 2f-6" 2 _.;6"# V -3t) 20 BLOCK
9"
1/8 B 7" 8"
TOP OFPAVEM
10" FINISHED GRADE
5/ir'DIA. SPLICE BOLTS (8 REQUIRED AT EACH CONNECTION) 3 No. 6 .8
C 121- 6" 2- 8' " 4 4!-0" 5* -6" D/4 ENT
a............ c
A
51W'DIA. MOUNTING BOLT (1, REQUIRED AT EACH CONNECTION) RE -BARS -0" 4'-0" 4 52-2"1 2'-0" 2-6" 3#-0*# 3#-6"
A 2$-6" 3f
9"
B
6WF16
NO. 6 STONE
CONCRETE
IN B 7" 12" 1$-3" m
2*- 4'-0
3 3#
ANCHOR 1/8 B 6" 2 -9 -0"1 6* 0
FINISHED GRADE 1/4
........... 0, -0" V-9" V-13" ...... fff'"
bLUCK C 2'
z
100% SAND BACKFILL
C 3#-0" 41-0" 4#-6-14'-9- 6'-6- 1 .,:-, ... =-I I - -
DRAIN
-C
CLASS A CONCRETE
SECTION A -A VALVE BOX
THRUST BLOCK
TIE COS
(DO NOT OBSTRUCT
R (BUFFALO TYPE)
ELEVA11ON I F9 I F=1 ROM RING GLAND
OPENING FOR DRAIN
HYDRANT TEE -nE RODS VALVE
1/2 C.Y. OF CRUSHED
00 TEE CAP DISCHARGE)
D D . . .
-I STONE UNDER DRAIN
Fj I I= - .." . 1: " , ..* . .. ... %.. . - - w
(OR AS DIRECTED) B I I FE1
CATV
D 10" D 10" 12" OPENING.
6#0 8*# 12#1 6"
g" i oft
RING
H
7" 12" E 6#f 8" 8" 10" 04 F-1217 ANCHO \-CLAMP ir
6" GATE V L
i off
8" S
12" V_3" F 12#* ll -4*# V-8" 2'-0"
TELEPHONE WATER MAIN 6* HYDRANT LEAD
18" SQUARE x 6" (MINIMUM) THICK
W -I I _:;I 11-11 ;::�;I
7 to got 12" ls-2#* G 1 #-5#1 2* -0" 2-56' S-011 CLASS A CONCRETE CONCRETE BLOCK FOR SETTING
. . . ....... .. THRUST BLOCK HYDRANT. CONCRETE BLOCK TO BEAR
t1`
K 6 8" 1 8" 1 CONCRETE SAND SALAMI ON UNDISTURBED GROUND.
6`*XIS"X12�
1 a I 1 11 =1 I 1=1 I CLOW F 1216
THRUST E ANCHORING PIPE
CONCRETE BLOCK NOMS.- OREQUAL
PITCH 1/2- FT. THRUST
6* MIN _11 -Will 11,
I H GAS 1. ALL CONCRETE THRUST BLOCKS TO BEAR ON UNDISTURBED GROUND.
OR AS DIRECTED 4- MIN BLOCK
N 0 T E S .4 ELECTRIC
2. RODDING SHALL CONSIST OF TWO 31e THREADED STER TIE RODS NTH NUTS AND WASHERS
1. ALL CONCRETE TO BE CLASS A (3,500 psi). 4. ANCHOR AND THRUST BLOCK DIMENSIONS COMPLETE WITH ALL NECESSARY AND REQUIRED CLAMPS, CAREFULLY AND THOROUGHLY
D 4 COVERED NTH ASPHALT OR OTHER, ACCEPTABLE CORROSIVE RETARDING MATERIAL IN
SHOWN ARE MINIMUM FOR 100 psi WATER I JE -J- I F=
GENERAL, THE METHOD AND TYPES OF MATERIAL REQUIRED IN THE INSTALLATION of
2. ALL ANCHOR AND THRUST BLOCKS TO BEAR ON PRESSURE AND SOIL RESISTANCE OF 2 1 - 100% SAND CLAMPS AND THE RODS SHALL BE IN ACCORDANCE W17H T14E LATEST NATIONAL ARE
< UNDISTURBED EARTH. KIPS PER SQ FT. CONTRACTOR SHALL SECTION D -D 2 - 231b SAND SALAMI 5 POINT PLAN PROTECTION STANDARDS.
L_ D/4 ADJUST FOR OTHER CONDITIONS AND 3 - BUNDLING 3. HYDRANT DRAINS S14ALL NOT BE CONNECTED TO OR WITHIN TEN (10) FEET OF SANITARY
3. IN ALL CASES SHOWN, MEASUREMENT D REFERS SUBMIT FOR APPROVAL. E06224-8 PG 19 & 20
T SEWERS OR STORM DRAINS.
SECTION B -B .0 THE INSIDE PIPE DIAMETER. 5. DIMENSIONS SHOWN ON THE ABOVE TABLES 4. - STACKING TRENCH FIG. 2C & 2E 4. IF GROUND WATER IS FOUND WITHIN SEVEN (7) FEET OF THE SERVICE, HYDRANT DRAINS
ARE THE ABSOLUTE MINIMUM AND THE 5 - ENGINEERED TRENCHES ARE TO BE PLUGGED. WIEN DRAINS ARE TO BE PLUGGED, THE BARRELS MUST BE PUMPED
'LL ii REQUIREMENTS OF THE CITY OF MAUMEE, DRY AFTER USE DURING FREEZING WEATHER. SUCH HYDRANTS SHALL BE IDENTIFIED WITH
DEPARTMENT OF PUBLIC SERVICE, DIVISION NOTE- A VISIBLE MARKING AS APPROVED BY NEW YORK -AMERICAN WATER COMPANY.
4" SAND CUSHION REQUIRED.
NOTE. SEC11ON OF WATER SHALL SUPERSEED. 1. BOTTOM OF TRENCH 48" DEEP IN ROCK CONDITIONS.
1. ALL NUTS & BOLTS SHALL BE GALVANIZED
TELEPHONE, GAS, ELECTRIC
19' HYDRANT INSTALLATION 20
C0RRUGATED STEEL (;"v"IDE RAIL 17 ANCHOR'AND THRUST BLOCKS AND CABLE TV TRENCH
APPROVED COMPACTED
ACCESS MANHOLES SUBGRADE f ASPHALT CONCIRM
(TYPICAL) POSED FINISHED GRADE. TWO 12" DIAMETER FRONT M I EVOF TRASH RACK FINISHED GRADE TO BE W
SEE DRAWINGS NYSDOT 11N 403.1701
DO NOT CUT LEADER d�L PRO INVERTED ELBOWS HALF INCH 0 0 FLUSH WITH SIDEWALK
(ALUMINIZED CMP)
REMOVE ENOUGH WHOLE BRANCHES TO REDUCE SET INVERT Ef FV. AT HOLES
STEPS AT 12" O.C. 140 0 0 0 0 0 0 0 00 0 0 0
FOLIAGE BY 1/3 (ALWAYS PRUNE TO NODE OR __�--ELEV. OF INFLOW & t o o o o o o o o o o o o SOLID END PLATE Ny
CASTIRON OR T & S-EDIMrA
RE WYAL U!'"ISMOr-m KLM -n
CROTCH, RETAINING NORMAL PLANT SHAPE. POLYPROPYLENE GRI T -� OIL & GREASE OUTFLOW PIPES 0 0 0 0 0 0 0 0 0 0 0 0 0 WELDED TO TRASH 0
DO NOT CUT LEADER.) - COATED STEEL 0000 00 00000 (BOTH ENDS)
WASHINGTON CONTRA/CLINE (SEE NOTE A-2 WAT 1/2- 1 000 0000 _j
TWO (2) STRANDS NO. 12 GAUGE 14* -6" CAST IRON POLE DRAINAGE NOTES) 300 0 00000
GALVANIZED ANNEALED STEEL WIRE SINGLE 15OW HPS (E-23 1/2) LAMP TOP SECTION OF GLOBE o 000000000 < >
3-6' ORIFICES STORM OUTFLOW 0000 00000000 uj >_
REMOVABLE FOR RELAMPING. STORM INFLOW
TWISTED IN NEW RUBBER HOSE. MOLDCAST PRESCOLITE CATALOG NUMBER 0
ff PLAN FOR-,,"' m I I ff PLAN FOR 6 INCH ORIFICES-' 0000000000000 U.8
IZ IZ X -n.-
C7614JA/84122-12-BZP-IFU E & INVERT REG c. E & INVERT 4" CRUSHED STONE BASE APPROVED COMPACTED ui 0
TWO (2) STRANDS, DOUBLE WRAPPED OR APPROVED EQUAL. ELEV.) TRASH RACK -1 ELEV.) M F-
SUBGRADE (n
AND TWISTED. :D L1j Z
E111 I T1 2- 0
REINFORCED CO RET ALUMINIZED CSP (HALF ROUND)
CIRCLED WATERPROOF TREE WRAPPING STRUCTURE, DE IGNE BOLTED TO CONCRETE BAFFLE z 20
PAPER, 4" WIDE -50% OVERLAP -TIED R H �20 LOADILNG BAFFLE NO.1 WALL WITH 8- L, 1/2- DIAM. GALV. 0
R ES NA
0 WITH STOUT HEMPCORD AT TOP OF BALLAST MOUNTED WTHIN VN GPI N E6E R SS H10A L L NOTE: BOLT WITH NUT,& WASHER NOTES: ca
BALL AND AT HEIGHT OF SECOND CAST ALUMINUM NECK. CERTIFY THE DESIGN) PERMANENT POOL SHALL cif
3/4" CRUSHED STONE 1. MINIMUM CROSS SLOPE SHALL BE 1/e PER FOOT UNLESS <
BRANCHES. LUMINAJRE APPROVED COMPACTED CONTAIN A MINIMUM OF OTHERWISE INDICATED ON DRAWINGS.
f5 K 400 CUBIC FEET OF 0
cr_ cr PITCH AWAY FROM TREE TRUNK. SUBGRADE STORAGE PER CONTRIBUTING 2. THICKNESSES INDICATED REFER To COMPACTED MEASURE. LL_ 1z w
q 0 SECTION "A -A" ACRE. PRE -CAST CONCRETE C -q LL_
< z FORM 4" HIGH TOPSOIL LIP AROUND EACH BASE WATER LEVEL BAFFLE Z)
TREE PIT TO FORM WATERING SAUCER. 3-6" DIAMETER Lj_ 00
ORIFICES 0 C14
I uj
A 8 B TOP MEW
PLANTING SOIL MIX: 0 0
0 <
1 PART EXISTING SOIL A TRASH RACK 6" DIAMETER ORIFICE ASPHAL11C SIDEWALK V) 04 _j
T A HOLE THRU BAFFLE 23 cy-
iod -BALL 1 PART WELL ROTTED COMPOST
'.. .:. - '. _ z
1 PART TOPSOIL 8- L, 1/2- DIAM. 0
V -11 1 POUND SUPER PHOSPHATE FERTILIZER It 0
VALV. BOLT WITH
it Lij
PER TREE 15" BOLT CIRCLE 12" CONDUIT NUT & WASHER
0 ENTRY Of
r --4#i FOR SLOPE
M �3 611
ANCHOR B
CUT AND REMOVE BINDING FROM TRUNK 1" BATTER
SEE PLAN
AND AS MUCH BALL AS POSSIBLE. u ----------
CUT AND REMOVE BURLAP AT UPPER 1/3 SZECTION 'A -A' f"I
I,jw� 11 11 TRASH RACK J
OF TREE BALL. ------ V-12" DIAMETER 1" RADIUS
- ------ --- ------ OPENING WITH FINISHED PAVEMENT
01
TAMPED TOPSOIL MIX CUSHION INVERTED ELBOWS GRADE. SEE PLAN
HANOHOLE STORM OUTFLOW ACCESS MANHOLES (TYP.) V
CL (SEE PLAN FOR
3-6 INCH ORIFICES
LOCATION). (CAMPBELL FOUNDRY CO. FRAME & COVER
$At STORM INFLOW SECOND CHAMBER
NO. 11048 OR APPROVED EQUAL)
CEDAR STAKES, MIN. 3" DIA., LENGTH
VARIES. 3 STAKES 0 120 DEG. PER MAJOR TRASH RACK DETAIL
12" VARIES 12" TREE. STAKES SHALL CLEAR TREE BALL. PLAN MEW PAVEMENT
-4 3" BOLT PROJECTION 3-6" DIAMETER
1 1/2' PVC 90 DEGREE SEND 4'-0' IFICES
INSTALLED IN DIRECTION REQUIRED FOR
SERVICE ENTRANCE
SIDE MEW OF BAFFLE NO.1
T-1
00
ANCHOR BOLTS (4)
NOTES:
DIAMETER 3
LENGTH- 24 uj
FACE OF PREMOLDED BITUMINOUS CLASS A CONCRETE
_j 1. INSTALL 1/2 1 1
m SOLID END PLATE
CURB < Z EXPANSION JOINTS EVERY 20 FEET.
WELDED
I-- 1 1. (3,500 PSI)
TO EACH END
CLASS A CONCRETE o 0 0/60000 oc WATER WET
Li P
A, QUAUTY INSTALL CONSTRUCTION JOINTS
Li DO ol� no 0 0 0 ck c STORAGE 2.
L 2 4 (3500 PSI) C) oo�id000�000�00000 0 do c STRUCTURE PROVIDED W D A 8 Ht. MID -WAY BETWEEN EXPANSION JOINTS APPROVED COMPACTED
ALUMINIZED CSP 0" 4'-0" 10'-0" 5'-0' 7'-3-
WQS_i 800 C.F. 10'- SO THAT LENGTH OF CURB SEGMENTS
NOTE: HALF ROUND WILL BE TEN (10) FEET. SUBGRADE
mm im
WQS-2 800 C.F. 110'-O".'.±�-O" 10* -0" 5'-0" 7' -3 -
PROVIDE 3" LAYER OF MULCH AS SPECIFIED OVER ENTIRE WATERING PLAN .3. LENGTH OF CURB SEGMENTS AT CLOSURES
SAUCER AT ALL TREE PITS OR OVER ENTIRE TREE BED. I COPYNGHT 0 1998 by John Me)w CmwA!r NTS
LIGHT STANDARD ELEVA11ON ORNAMENTAL POLE BASE 2* -0' 2'-0 2 -0. -1 TABLE OF DIMENSIONS MAY BE VARIED BUT SHALL NOT BE LESS ft iowriiw #0 Awl mg
THAN FOUR (4) FEET. b &M of fivan aw*w* A4JE- 7/2,/g8
ail! `m"A"
4. WHEN INSTALLED ADJACENT TO SIDEWALK OR A% of to AW
FRONT VIEW OF BAFFLE NO.1 . d"~f ~ af mWe" .6* Akow &*Oft JW MOW 96124
CONCRETE PAVEMENT, MATCH EXPANSION JOINTS.
DET2
q___24"
r ell 5/
WATER QUALITY INLET STRUCTURE (OIL GRIT SEPARATOR) CONCRETE CURB
DECIDUOUS TREE PLANTING 21. LIGHTING STANDARD 22 23 24 SP .71.
3,000 PSI CONCRETE PIPE ANCHOR
L FULL LENGTH
L/2 L/2
APPLY ASPHALT EMULTION 6
JOINT SEALER
SEWER
7—
A OR
A.
DRAIN
SEWER OR DRAIN
18"
1 —#4 BAR EACH SIDE
WATER MAIN DiA. DIP
4�O
12" TRENCH WIDTH
12*
.... ........
MIN. 18
3-1/2- 18
[ZIAV A4 ff" FINISHED GRADE WATER MAIN +
r Z-10, z_/_ Z., Z., 111
zzzzzz�/� CHANNEL xm/7777 77777777 =,/
CROSS SEC", nON L/2 L/2
low L FULL LENGTH 4- z
MW OR ONN Q 99 WA ZER MM
�1-1/�2 TOP COURSE
SIGN FACE (SEE TRAFFIC SIGN TABLE) L/2 L/2 L FULL LENGTH 4,4 A 4 V
MATERIAL- KMT MIX ASPHAL11C CONUtETE
MIX/ITEM: TYPE 6F. MW 140.1701
10'-0" MINIMUM
APPROVED BACKFILL
MATERIAL COMPACTED IN BASE COURSE WATER MAIN
6' LIFTS OR CONTROLLED 4' 4 4
(FILL tCRETE NALTIC CON GALVANIZED BOLTS WITH LOCK WASHERS W80 <
OR APPROVED ElQU 0. AND NUTS 5/16" DIA. WATER
0 1 S�l,
0 SEWER
MIX/ITEM: TYPE 3.
OMSITY BAD MATERIAL- MAIN
n9A Enoo 1 0 WATER MAIN 41
0 OR
0 DRAIN
0
URSE (MINIMUM 4- THICK) 0 2'-0" MIN. SEWER OR DRAIN 6"
+ �A
AGGREGATE
SUBBASE CO
MATERIAL. 0
S—O* MINIMUM CL 0 L(SEE NOTES 1 & 2 BELOW)
MIX/ITEM: TYPE 4. E�_j L/2 L/2
�30405 0 L FULL LENGTH
w 0
12" 12, 0
X 0 SEWER OR DRAIN FA ZZ R MAIN 0 lof R WM OR
40 3 TION
6'
HORIZONTAL SEPARA11ON VER11CAL SEPARAWN
SELECT BACKFILL 0
0
(SAME AS BEDDING
MATERIAL) 0
0 <
0 t NOTES: (11odzental Soanotlon) NOTES (Yff Mcal _':�qo"tlbq)
L
TYPICAL SAND BEDDING D.15 0.0.
IN ALL ROCK TRENCHES
1. WATER MAINS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED 1. NORMAL COND11IONS
AND ALSO FOR PVC SEWER OR DRAIN LINES. SHOULD LOCAL CONDITIONS PREVENT A LATERAL SEPARATION OF 10 FEET, A WHENEVER A WATER MAIN MUST CROSS OVER OR UNDER A SEWER OR DRAIN, THE PIPES SHALL BE LAID
0 WATER MAIN MAY BE LAID CLOSER THAN 10 FEET TO A SEWER IF (1) IT IS LAID IN A SEPARATE
PIPE IN EARTH TRENCHES.
GALVANIZED STEEL TRENCH, OR IF (2) IT IS LAID IN THE SAME TRENCH WITH THE WATER MAIN LOCATED AT ONE SIDE ON TO PROVIDE A VERTICAL SEPARATION BETWEEN THEM OF AT LEAST 18 INCHES, AS MEASURED FROM THE
IF WATER IS CHANNEL POST, 3#/LF A BENCH OF UNDISTURBED EARTH AND IF IN EITHER CASE THE ELEVATION OF THE CROWN OF THE SEWER BOTTOM OF THE HIGHER PIPE TO THE CROWN OF THE LOWER PIPE. DUCTILE IRON PIPE SEWER MAIN
ENCOUNTERED IN
TRENCH, BEDDING CURB OR DRAIN IS AT LEAST 18 INCHES BELOW THE 130TTOM OF THE WATER MAIN.
MATERIAL SHALL FINISHED GRADE 2. WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL SEPARATION, AS STIPULATED ABOVE, THE 2. UNUSUAL CONDITIONS
BE SIZE No. 67
CRUSHED STONE, SEWER OR DRAIN SHALL BE CONSTRUCTED OF MATERIALS AND NTH JOINTS EQUIVALENT TO THE MEN CONDITIONS PREVENT A VERTICAL SEPARATION OF 18 INCHES, THE SEWER SHALL BE CONSTRUCTED
PAVEMENT
STANDARDS FOR THE WATER MAIN AND SHALL BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS PRIOR OF MATERIALS AND V41TH JOINTS EQUIVALENT TO WATER MAIN STANDARDS AND SHALL BE PRESSURE
TO BACKFILLING. TESTED TO ASSURE WATER TIGHTNESS PRIOR TO BACKFILLING.
PROPOSED UTILITY PIPE
WATER MAIN CROSSING UNDER SEWERS APPROVED COMPACTED SUBGRADE
* WHERE ROCK IS ENCOUNTERED IN TRENCH BOTTOM, 7 A. VERTICAL SEPARATION OF 18 INCHES MUST BE PROVIDED.
UNDERCUT MINIMUM OF 6' 4
B. ADEQUATE STRUCTURAL SUPPORT MUST BE PROVIDED FOR THE SEWER TO PREVENT EXCESSIVE DEFLECTION
* WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN TRENCH oe
BOTTOM. UNDERCUT AS DIRECTED BY OWNER'S FIELD OF JOINTS AND SETTLING. UNDISTURBED EARTH
10
REPRESENTATIVE. C. FULL LENGTH OF WATER PIPE MUST BE CENTERED AT THE POINT OF CROSSING, NO JOINTS WILL BE
PERMITTED AT THE POINT OF CROSSING.
D. SEWERS MUST BE CONSTRUCTED OF MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS
AND PRESSURE TESTED.
NOTES
APPROVED COMPACTED SUBGRADE SEC31014
1. THICKNESS INDICATED REFERS TO COMPACTED MEASURE.
TRENCH PAVEMENT REPLACEMENT 25 T RAFFIC SIGN POST 26 SEPARATION OF WATER AND SEWER/DRAIN LINES 27 SANITARY PIPE ANCHOR DETAIL 28
PIPE DIA. TOP HALF OF EXIS11NG SE WER CUT AWAY EXISTING SEWER MAIN AS
MAIN TO BE CUT AWAY FOR FULL REQUIRED FOR NEW SEWER INVERT
LENGTH OF MANHOLE INVERT
NEW SEWER MAIN
4!-0'"
EL CH NEL
PRECAST CONC.
BASE SECTION
..;ffieft.
DEE R�o
MIN
POURED IN PLACE CONCRETE
RIP—RAP
12* MINIMUM iol BASE (4,000 P.S.I.)
GRAVEL BASE
CLOSE OPENING IN RISER
NTH CLASS 'A' CONCRETE
(4,000 PSI) W/BITUMASTIC
A—A
PLAN EXIST.
COATING
O.D.+6 FORM NEW SHELF TO
v ACCOMODATE INCOMING
SEWER
SIDE SLOPE
&A NEW SEWER MAIN
A A
1 4
ELEVAT10N
ARRANGE RIP—RAP IN FIELD
—SIDE SLOPE
TO CREATE VELOCITY DISSIPATION
EFFECT AS SHOWN
END SEC11ON
1/3 PIPE DIA.
DOUBLE O—RING, SEALS
NOTES:
1. TO BE USED AT CONNECTION OF
NEW SEWER TO EXISTING SEWER.
2. DOG HOUSE STYLE MANHOLE PLAN
NOTE: BASE SHALL BE SIMILAR TO
STONE OBTAINED FROM THE STANDARD MANHOLE IN EVERY
SITE EXCAVATION WHICH RESPECT EXCEPT AS SHOWN ON
CONFORMS TO THE SPECIFICATIONS SEC110N THIS DETAIL.
MAY BE USED AS RIP—RAP.
PRECAST CONCRETE
RIP—RAP APRON/ENERGY, DISSIPATOR
29 DOG HOUSE MANHOLE 30 x x x
6"
7F
lArJMI ;TER MAIN
OR AF z Lu
z
R OR DRAIN
2
L/2
hit
all
X "x
x x x
Of
0
W Li
=> z
z
0
LL. ''o
Z X
_j co
LL. 0
0
0 z 0::
0 -1
u-
40
w
w
5;
CD
00
<00
V)
>
W>_
La
f5 3r.
M (1) W
D z
w
V)
00
0
Of
o
cq U -
LL_ 00
0 w
0 0
o<
ly- C4
-LID
w
co
C4
Of
0
W Li
=> z
z
0
LL. ''o
Z X
_j co
LL. 0
0
0 z 0::
0 -1
u-
40
w
w
5;
-'�- I
z
0
V)
>
W>_
La
f5 3r.
M (1) W
D z
w
V)
00
0
Of
o
cq U -
LL_ 00
0 w
0 0
o<
ly- C4
-'�- I
�1 � a'.
.+� ■ �
,:
:_ ,,.
"�
.,
y
�
0
00
IN C4
00
F=
IN, 11b
19, 16Y sq. ft.
0 44 acres
Ck! d-3
w
WENT CL
CA. CL
#IF JAREt
15, 000 sq. ft
w Ck:
0 34 acres
AfS�04 IT L OCA 7)
W
Al
Nlo�- 6�ANVA4L 8' 0 AMfAIINV
22,702`�qfl\
N
\L —1 �?4% 1
052 G r
ft. 7A
7
094 --Z),
I N,47 sqYt
5\
Lt-ily \ \Y -
X� I o j, N
R0ZN81W "k N1,
N sq.
19, 95.t'�q ft 1.9, 40 ,7q. ft N/)�- RIFOY #A LUZ, A
iii4 AW
46 0 46 a6�s X
sq. ft. NIF fERRARO
19, 60J It. 4y, sq. 4J, 10X sq. A
s 15, 000 sqX. jula OMF
N ->c '9 ' vr\
IN. �'�4 Y0�2 0 45 advs s
J4 acres
V1F15qLAFAAA4q
N
N. INI.
A, 1�0 � 1 1 12' M
N, A I
S8074201 Jod 4y
49R Y ST0Ajff- WALL
WAh k580 -S-80 i4-�o4��E -,6'538 26
11-1 i
M�sA rrwz, S80 -10'4\0 IF
-JO2
W L.LJ W
Nlf fiMYERICH
434 L -T:_\ I � t
f m
R.22 REPAN N1, 0 :3 z
fLZv 0: z
CARA
w, ORY BRUSH w
12vo Sp
Sr
N VAME Cvjr -23 LOX 1 1+- LL- OZW
LOT, I LOT t4 z -j
iZ - \ \ . (2�� \ F.F.E 256.00\ 240-54� IF, LL. 00
9SMT .243.56, ri Cv OAT B-SKTIL4 N. %-.- >-
- \ N
t -z
F BO) 0-
po
m
L.Lj
FL21 0
LLJ
\-N
MMOSTOBEVOICA70 Cr- �5
M WLLAC-1- OF RYE 9ROX
E
�FaY PAW IVYPUM p 8C
N
2.27 A MES
\40
14 f
Ab n
38* 0 )K4- 0
LOT I
4,37
54 m
T.F. 249.00 F.
246.V T 00
-y� XFA
14 54* M�* h4-
2000 \
All \48
V- L FA"U5�
Q1, .78 P\ IN, +25C5 5+ 58- Sf
VA
232+ VA
LuoffT I LOT 4-30
uffr i I — A* 40
LQT
*25P F.FS,2 50 X.F.E. 2N.00 FTJ�, 256.00 F.E. �55.00
�31.00 +
4S T aEV. BS(AT REV,,241.00 3SMT M.FVt 246.Cq
#17M
Li
*2J* M
26r* A
Hi
17- p 'Alkt-7-
*21
4*M I., 'IV Ch/ +245
NIF SCH f U -Air\
ft
14, J2 7
io --, \ - p
2� rL2
*"Koo 717-
a.-14,00res K
pccAwINO
ON
ol
IPA
+ +247 olo 7
4-5 4.5� #IF SULLIVAN
wl I Lo" F/ LOT
14-44� 4-13 2
-LOT- \ I IM
LOT 14 F.F.L xAmw F -Irl/.
T
E 211 iF.F.E 4 F E. 22IL50 G�N236, dO
F.1 .5�
BSMT ELEV. 20.00 Ml r- OWT ELEV. 00 ELEV. 239.00 1p
fl ELEV.
ft
IN,
a7 0� CA JAW
�V7859 '"W
L ro
---< — — — — — — - Y7776t�o W
+Hp 114.10
V9,00 ow 999. 20'
Vlf ,OR v P
L
)WR I V1 MPBEL L A
&ZLMAN
F fz
J
5jo 5y. ft. 4,
SIERW
8/10 TTA N11F I N11 17,219 sq. ft.
-A� , �F sq. ft. 16,200 sq. ft i 1 7 z
17,4 15,549 sq. f 190 1 22, 7z-1 S q. ft 0 J7 acres 0 40 P11- x -- �� �w
INV r
0 JJ acres 0 5f�*$ Xl�
acres 0 J6 acres
50, 279 s� W
1. 15 acres
N,1F fVP0WX1
r-Z46YAN
8--o - -1 1--, 1
4") ocres
N.
APPROXIMA 7f I OCA T16W
AtIlF STEPANIAN 8' WATER MAIA(PiR
.19e jr WATER CO. MAPS
0
ui
w Z
A
o
Z: w 0
ic- m
w �j
< < 0
LL. z
LL -
LA. oo
0 w
0
o::
L EGEA V 1 N
LAJ
940
PROPOSED GRADE
+ 250.39 PROPOSED SPOTGRADE
EXISTING GRADE
x EXISTING SPOT GRADE NQIE:
PROPERTY LINE MY RETAINING WALLS REQUIRED BY THE FINAL LOT GRADING DESIGN
SHALL BE DESIGNED BY A NEW YORK STATE LICENSED STRUCTURAL ENGINEER
OT LINE
PROPOSED L AND SUBMITTED TO THE VILLAGE.OF RYE BROOK BUILDING DEPARTMENT
BUILDING ENVELOPE
RIGHT OF WAY
CENTER OF RIGHT OF WAY
EXISTING EDGE OF PAVEMENT
PROPOSED CURB
w RA AAAMM im
stwc-
11/24/97
96124
SITE
t1#,f1JNoR11fo At ITRA flOW OR A091770AI AO A MAP COPYRIGHT(g) 1998 by JoM Meyer CwmWUn
9
Lit
9,lA RIN 9 1 h E 6 E4 L OF A PRO Q S YOAIA L EWA (ETR OR
OR A LICENSE9 LAND SLARWrOR IS A MAT101V OF PG 1
_WC716W 7209 6F THE Nf W Y09K EDLIC4176W Z A W.
*%�/ 01W oe w#lw pffflh�xw of.6% Aw avaeof ow mw
—0/0 - Aw" *^W ow axe**
t"xapr As PiR sccmv 7,?09, SU8 90)v 2
. . .
�
,
I
I
I I
�
I .
�
� �
,
�
.
. i �
I
I
�
I
�
�
. I
.
- . �
I
�
�
,
,
. t . lk� & I
.f"- I I I I . `11� . �Ij C* I
I 4-,1___,_1_L_ I % i� *�_;
1-11-_ e C--,,-) t % 11, . . 11� 11% S
,
_)j 7 I ,C / I \-, ** -- � . � ***111� .. 1� %11� '�� � �
.Ile .., C--jLDC___-) \ - Nl� �, I . . 1%. % .. 11-1 11��
.1-1 I \ 1% It I V�l �1� % ,-\, ::,,,:�� f I I I I I a
.., \ % -, ) "� *1 N.-, 'IN","
.� .e .., \ % \ \ Ill . % 1%, N,_
\ I * I \ *% 'N 11 \. N,
x I I %, �\ % 1% . 'I'll 'N _/
I k I I I I , \ \ (zj % 1� 11 _,�,__�� _(1
It I I ., % I *1% I ,_ �
I I I I v 17 1� * � X \�
\ I N \ -, �
N, I t I i I .\& 11 % . " 11 � Nll�' �,
I `N \ I t I \ ,Z:) \ / " \ \ 11 1� � `N�___111'
\ I V - % I N 11 %. N-N, �
I I \ \ % I I I "IN, 1� 11 * . , --\. \, (
I I - I I \ \ Q) N 1-1 \0 ", I
I I % A \ \ \ \ \ �, 11 * in
I I \ ""10 / , 6
I I ti, - / \ =
I I . al
i 0 � % I I y N. N
I I // / IV/ 1%
I � I i fl, I ] I I .e 01 / 6 11 *� I 9
I I : � )S�\, *N1
I I I I I % .01 I N �.\ `,,� (n
/ I 11 \\-,- I-
, I / 0 1 19p 189 sq.#. \ ,;;3 % x % / / / _�t� , 0 " 'l -N \ "N" i�
I I I 0 44 eaes .0 % I �1%1 N 11
, I j % \ , Je / / NN I \ I n
, � I I % % % - \ I 01 \ \ \ \ \, ( � _� a 14
(:�) � I f I % '�� --- - If �zj, - � ,_—__ It 0 11 \ 9 § - A
I I 11, I v) � ..... --__ / \ It .� / \ � \ \
\ I * /, _____� - --- — --- — --- — --- — --- — --- — --- — --- .1e � Vl"*' % _N'11 -1 1�4j C.D �
I ________1 I \ =
I I "t \ / \ ,
/ I :w _— —75K-- — — — , \\ ---------------------------"",/ \ ,\ I I I \1 / \\ — \, E t
I \1 0 -2
. — __ \ / \ I \ W
___ 1�_ o— W % I % * J\ \ Z5
_� c=3 _.o,I___ 14� . r a— % .11, % I \ 1k I .
I
— — V_ ', __� **%�� P DRI VF 6b 1% , \ � 6 �
-
_:1 ___/ _1� -*e1q — I — .., WINTHRO wv .1 \ I Il
- - \ \
- .NK--:- r� % 11__*1 \ \ k \
�_ I ".
��_ ___ �; _�� _irx ______� I / \
_.-7__� ,10 I .1 % *� % I I _\_ 8
..* \ *1
___ I -------. \ N111, I I \ ( =
i�v ,�— -1 ,1.-I I ''I I ---------T-----------I----------l----------r-----------T------- -- I.. ___11 .1 - �' 0 / 1 5;
1 — _- __.� L I \ ,
..e.,.� �, I Ill // I I 'I I I I N\ _�_ .0.1.-.,� \\ 1-%�,,-.__�-Iez , It I
/ I I 1 31k .. \ E5 I
IN Ij i IF I I I NIt,10FT I I \ \ \ I I x o-
__ f . \\
/ _� __ I I I � I � ,it I .�.., 11_*� . �x 1% I I \ It \ \ \ I
I- I . 15, M sq. ft. I .0 / %. % — I \ \ \ '\ \ p
- 7 1 1 — ---,--/--)C----,) / I N F 69ANDAU y I ___L__ I I I I I �� - 0 34 acres / / Nl*_� 8f RK EY / AM - \ \ - I \ % \ \\\, � El I I I
,
I ,
-4. % -
�, / / ____) It \ k1\ I `N / I \ 1% —.-- A, L 1� 1___�'
Raw C \ I ( I/ 0 �\\ \ �---:. \ � % I \ 1� - 06A AV k
., tf,��EI�N \ � I N. 0 i I i % 01 " '
-6
0
1 / llqt� 11 I I '� IVNVI?
p
V�-Iv_ / / / t 227W�ikqfi ,\ \N ,� \ \ I 1� I \ ,, I L / I \ \ I d, I 1\ \ ( '-, \ ., 0 1 1 1 1
\ [ / I \ I \ / � � \ , t ----T- " ) /, �-m, ',-/ "' , ___ 1 8 M, PL \ "� I
I
-11 * \ 1� \ I \ I \ \ ,�,__.-- k - I __� N, _ �� , �, ,� , I . ) It \ \ I ----- / /
I / �,,� N \ '\ 'I , 4---,\ \ \ I'\ \ \ " \ * vr go) 'y \ \ \ � I
\ / / f V. y# . \ \ \ It A V k IZ -----.) C- �) N, .ff"\---) '_-, \ It, I � � WE ��\ � ,,> \ \ 67T' Alt 2;pv, /\ I I \ _,,--
11
\ I r\,. `1 1, \\ IN, x It \ 11 \ - N, \ \ \ \ % k N .�,_____ *N. \ ' ,\ �\ I, - \ �\ It. I I 11 It x I I / IIIIIIIN
/ I e It \ KN - ' �\�_ N, , IN %.� _�,,.,., i I / I I j 11 \ \ I
/ I ft. -_ _-J1\\\052a* \ I I _�< \ - i I 1% WA)2)f CO MAP �
\ / I � , \\
% / I / C/O-)(-') � \,1� ,,, --,, , % IN ') i - I ",--- 1% \ i I \ \ \ C? . /
� t \ \ \ ;;� I I _N\�-, - ,,,, j N, IN F k �fz \ Q
I N \ C=_)C,,,� \ ) I .\ I I, �\ e � 1A447 5 j V:��, \ D'y2*6 , , I \ �
I �_ / \ \ \ ,?o \ , � \Y ��6 . *,% v I. . . * �
__ \ \ \ N17, - I \ - I \ \ I N, I . \ I ��__,� t I \ \ I */ \ I 11 / .
__ - __
. It I - 11 11 � k, 11 I A
40cres'I cres \ I
__ N, %� . - 4e I . \ 0 xl� , \ ---* ,� 0 J7 - \ l;Q *L \_ NI \\O" n If If
__ , \ \ N 1%. I \ Lt rr _\ I \ \ '\ \ k 4 \ I I __� '11� N \ \ \ \ \ - -.1 -_ IN - -___ T- � / I
/ 211 " If \ \ I \ It \ '�� IN I \ I \ \ \ \ \ \ \ \ I \ "_ , � ,,�
1 WH / . \ I \ I I i I N I \ \ I — \ I & - . /
/ 2144 AW � / j/ / \ I , I \ � \ \ � , � _f , -, k I �j 0 b 0___
/ 1'\_� , 6 1\ pf\\�\. � �SI, ___", I \ �
Z�w
%%\ \ \
ell(" \ is \ 19, ZV\sq. ft \ / V/4 tyx C N \ - I I \I\\ IN I Y\ \ . I ---I - � � v
�
I I I . . \ I 1, ;� � �q. ft. \ I \ \ 11 I \ \ \ IN \ �, IN 0 1_� � � V, 4XI sq. fi. \ / �. % / I
1, � / I % \ \ \ \ \ \ `N \ N1, �" -\\� __+_ �N` \ I 1� _`N 7"x \ \ \ N \ \1 � /, \ // / / I 111�.11 \ \ I I - I / I I
\ \ � .J"l I It % %,� �- , , , %� \ I \ , --t�- � I I I t I
, \ ��
A \ \ \ I 1-1,� I \ r\ �_ � I " I
\ \ A ,j_ 17)
mam W) I ,`N\",--' \ It % It ,\ \ U fo aaws \ , \ \ , IvIt F,q?77NO \ V RIME 1'. ,IL__ \ \ 0\49" es \ N1% \ \
Ams \ � 5�X �qfi. \ J\ \ , IL \ ^ It \ \ \ \ / *
� If / I I ____________,o,�,1 , \ It \ 1\ 046 ad \ \ I \ I I I AI( qcr \ I, _. laffill , \ #/'Y\ UlWk I %
I -,)N It 1-1 19, 60J "sq. It F R"RO . � l, ""_ I \ \ It I I , A �
I \ \ I It \�# \ \ It 0-45--aWs " \ 'I i , I \ ,L It "01 It \ I \ \ I \ I \ � 1. k- I
11 - . 'N \ \ \ It I \ \ \ \ ��v r,�--, , I I It V \ \ \ , \ %�Z\ � - ,� I \ 2j, 10X sq. ft, I \ / I
,
. f \ \ \ t, '\ \ , \ � v sq. X, I, j\ -, \ \ \ 'k - __ N ___ ------- \ \ \ . I
. .�k � / I
I I (� / I. \ _1.,,.,., \ \ \ \ I, \ \r-k,*�,N \ \ 'N � V kot \ � .
I ,-. \ ,� ,� I �F \ 0 1
) . � \ C". \ 11 \ NZ 1-1 �. I I I I % / I
I 11 I I/ �� 4 I \ -* I \ \ I N _,.,� � \ \ \ C -Ar \ N \_-, 1%11 *-,�, I - \ ,j I,' 'V�r,lSaAFANI I I
. � // I I I \ % \ \ \ \ \ -7-- -.1 - - - It I\ I I - N, --� \ ,� -.1 I I I I 6 � I
I � %. I \ It 11,� - � \ \ 1� '___ �, I I I \ i.
I , I I \ - \ - . \ \ \ I \ ." - 1k - `% -, 11 F\, \ . �k i .
\ I \ \ IN \ \ It \ I It I \ \ \ \ A \ \ ...- I I I acres \ \ 'N N. \ A ""*N N, \ \ N, 1< q ,
I I \ I \ i \ I \ 045 ac�,Qs 15,000 � \ , , 1
\x
It , \ \ - \ I, \ ,
\ \ C ---A k I , \'� ,
Nr / / It \ It C-) \ C---.) \ I 0 N \ . \ \ \ \ \ \ \�,� . , /
I \ \ \ \ I �� �� � '�'
,
f I \ % It I � N, I I
�* I I . I \ It \ I \ N _,� ��,,�, It It
I . IL .. \ \ % It \ \ \ \ \ \ \ \ \ k It I \ I I 11, " % -,, ,-, "�, 1. \ , 1
1 y � _?��, If r \ \ I N *%�,, It I l, k \ \ \ Nk It \ \ \ \ - �, ,--- " ,___ \ � X�� % \ \. \ , -
III, - "IN \ � I \ I i \
�
\ � IN t
0 A I I Nk I I -�, -
�, � \ \ \ \ I i I I -, --_.� \' , , I
. __/ . / I I 'I \ \ I * I 1 12- \ -_ - I -,� �__ 11 �1. IN 'IN,--- I 1__�,\__ / I I \ \ 0 �� � . �
/ I \ 1 4. �,,� , I 1% - _� N, 1� *% It \ �
--, -, - N - -.-- __t__ ,-- �1�_�__ It 11 / I ". %N I 0 _y �
� � %IN !;?0"F I J5,649 I \ ItZa \ � \ It ; ,,\ I :� __ -,, 1� *_ \ "n \ \ IN- 11 '*1__1 �, �
- - J t , \ \ \ \ m ,�,k,� --- - I "-**, - ,_ _1� � . ��\ - -1 �� N, It %1*11 I % _-, �11�N, N 1 i \ 1\ 1% W� I � 11 1
17---- . \ \ \ N�N, �'11 IN, 11 11 -, __
-
.1 - �\ / S8074 I I \ \ 4::> \ \ I \ \ \ \ \ A i I ---
. - - ARYSXW WNL e-� / ,j / \ \ \ I \ . N. 'l I I I � �i \ __ -Ir -_ *% I " N ., _�< _"� 11 \ I I_02> �, I .j 11,14
----"7 - \ , \ j -_ I N _1� 11. � - �, 1. %. \ \ \ ,,, �, �_ -_ -.--- ----,, -��.�'-,, \ I \ k I 11, % I I - -- -, I
� - " - 1� - �\ - I \ " , .�� 0 0 1\!!!! 11 III 1\ 11 % 11 I -9t -_ I - N 11 11 - 11 x "I 1\ I -1 N \ [--I % . \ % \ . , , _____ ::�__ 11
N� , N — \ \ - A \ __� \ \ �\ --,,_
I \ 3'�_ C, \ 11 \ N 1% \ . " " 'N - \ , NN, 1� N ,\,� 0 & 0
j S8070' A.- -- �_ �\ 4 " N -------___ -----A -_ , _\ --
I ., Nww It I \ \ \ \ \ \ 11 zc� , \
I \ A Awl CN� - �/ 299 4 I I \ 40 T 434. IX \ \ \ I \ I -JO2 N I'll \ 0 I ,
I i - - \ ': \ IIIIII'AIIIII, mImmmw,_—%-- I ___,� L= _� % %� �, \ \ \
It N I - _y I r, I I - - 1. " \ 'N " - " - - I '" - - . - I N
N, % - I - v \ I I %.
1 4. 1 1 1% \ \ \ \ \ \ \ \ \ 0 )� - . � N\ �_ \ I -------",V- U)
I I A 11 11 \ \ N, 0,,C_-)C��C__��3 \ \ It III \ \ \ \ \ \ \ '�U�*O,r __1\\,>'qWRA M\_W,10, __-, N, \ N \ . \ I \ \ \ \ \ \ 1INt � " 'N, \ \ 'L ---D �_ �O t�f--':m -_ - *k ---T-----t- 1 4ft 3:: 1
, I N, \ \ \ \ "I �
� 1 r a2O , - , " \ \ It \ `N\ " \ i 'N \ "', ,� . St \ �
11< I I ______*� �,_, It _�_" N, \ NIN. . IN \ \ \ \ \ \ \ 11 \ \ \ \ \ 11 \ \ It \ \ It x \ \ I \(NOR REPvtV \ N, - IN \ \ � \ 11 \ \ \ \ \ \ I \ ( Z_4_ rev -:1 \ I I #11FPWRICH W L,LJ W
I � I I / 11", I'll 'N \ \ MA \ � 11 -, `-, " \ � 11f r ,65826' \ I CY �
. � 4 � t I . I _., �""�, \%",� '\ WaINDA #0 - IN , \ \ \ \ \ - \ ...� I, N \ \ I \ 1% \ \ % � --- - w i 1 :3 z
. I . "'� -1 - \ N, \ % i \ _1�119 \ C_2� It - \ % \ .. , ."I '* \ \ \ ,_�, \ \ \ \ \ I \ \ A _A_ � I / I 20
1% \��->_,� \ \ -)74%m)qjw \ \ \ \ � \ \
� . \ \1 ., \ . I f \-#% \ \ -*I - I \ - - I \ \ 000,v-1 . -Io \ \ \ I \ \ , . : . I z .
1% ... 11� - Z� = oo. -k \---� \ - . IN \ N .
""" \ \ � I �e_ !\ , \ 00* -- o%, \ \ I
I . I", �, *__111. \ \ J� \ I STOR' _k. - - \ \ /�,-,- - -"NN\ \ \ \I . .., I \ " \ 20- Sp vr, -*MMV / MUSH \ \ \�l , - 7\- - ..,,,.�, I . I... It, \ x R?44, A -Ir-
\ \ -N _y T" \ \ ,\ / , X v E GARAgK i
I I It f, " .=- v ...... _\ _`�\ - �,� -71 " \ \ III It I \1 \ A \ I _�_ - - _/ ( 11
I w
N \ I, ,� � �_ -��,-. - t�� /P N_- ...... , - \ \ \ C-1 i w. - w w5y
- _,�', �1*1 ,N`C,,�\" -.1-1-4--=�, \ \ \ t -N . . . . ....... _.�� I . ,� Al \ \ N -
1�� - , _N j , 01�7_��.!!=. It "-\ \ ...... v_,"'� \ 01 �
11 C, A - -_ \ \ \ \ I .- ME I \ -- I`\ -NN, 0 _-1." \ �1`l I t _N , N \ oe \ '\ I % I I �
- _" \ � - T - - - V_ � -"- I, , , \ ) \ 40p__ '� . - ....'t-% - � I i 16 �
\ - I . __." � ;
I I V" I I I V� ,)m \ -----t- ... .w_ ,�k : .000 q ,�,,��. \ \ - i9 'N I I ON,1::1.1 \ % m ; i , z / , qq. Lu < 0 �
, 1 44 \ - i \ N * \ I - �
*
I w
I �, , �, �, \ \1 \ , \ " - �1 T '. '" a I - ' A A --Z\ \ , , \ , , 1� I I it .Ile j / / 0
1 1 N, N % 1% \ \ \ Fx, \ oo I - "-��-, \ 11 I --l!'"' �7 � ! (-N __1) - I . I I ,
..� j N N% \ N I \ 1< N, "_� LN, 21 \ ! 'NN A� 1 1 \,7z� . IN I '-��,E: "k�\,=� --) , \ �� I
I \ It I � � \ \_ T 206 " \ '1� It It III \ lk� - ,-,I L / 2 " w I
Ao-%_1 / N I x k x \f-- .11, � L�l \ I 1� - 13W 1 _� I _-)� �55.jj. ' '\ I'* N)o V 'A-, k \.N \ 1\ \ ; jv 1 1 'It I I / I -
\
I , & I " �'\ 'P,rt� - I I . `1, I ,� N\1 ' �, � IA..
k. , '
� ,- mfH / 1* I ._.�� I \ i ,
11
/ -S \A \ \ A % \ \ \\ I I 11\ 1 \ � ' , I/ ", I \ It, L ON, 2 r�v x It \ I � \I I . Z I CO ,
I .� t\z I \ \ Nk It \ `N\ x - I, I `- .)�� \\ \ I N, I N- , . F.F.E. "'�'F ��\4��00 I 1 254+ �; \ It III \ , - \ __� li.�� �
i. , \,e . ,/
I, 4g� � ��+�, mi, RRIN 74 � �,_ (",\j \ <D I
11 \1 . "fS.E. 24
I/ .,_ / \ \ 44L`t�_" ! V - - i � 8SVT LE',�,rpl N_ I k I 1 24(1.6*1-) . �O ;!, i 1 4 , , \ I -� 'A-� 4-34 \ I v- �
. \ \ I I A �, o' \ \ IN \ i " \ \ IJ / r i_,5, "., N. u I %. I I A^ \ + /
I \ It Ik NN N/ p I \ ��l 1'.1111-1 LA_ 0 0 1
I rwntah \ \ I �,�k v�-8 .T N� --I - '\ ._\ . .... � ....... . . .- . ...... - .��( I r\\ 1 L \ ��----'S, \ i ___�_�_- ! - _ \ r, A I I 0!�AT ELEEV,W, I \ ,I *, .,�It.,-S,\ , A \ \ 1\ \ 1 1� 601i . t \ j 11 I
: \ \ ,-,,, .1vt -.1 \ . ... ......... _ ., . - - I � i I -r- %_0 >_
\ .�
.
, , \! , L----- \ . �,
.
. .
I . \ \ \ I -" y \ L - - - - � \1 L\ - 0 .,��..I�l I x I I, .
� : i \ \ \ A , 4---4 -11' -, \^% ..... ... \j : --- r � \ \ It - i
\ - ,p \\\ \ � � \ \ ,., \ ; I -- I - % I 'N� " - (", , -�,-..=.-.._-.-,v.-__.,._._ - �v \ � \ \ I : i
)j\ I` . . *1 N . 1. %..) Z W
- A I-A4gTj 11 . 1) r'. I \N� \ \ \ I \ IV _� "
III \ 'Q_ \ I v \\, 1, \�,� \ , \
\ \ \ \ It. 11 \ 1.,., _,�) -11 .... k., 1&---_ \ - \ I . 11 \14CI X ` L,-� � " *% \ \
I - .,� �1\ \\ , N, \ N, \ 1k ,-----:,V-; \ 'A ) I- . 1-11_\ -N V-\ �\"% \1 It : i I 1
1 '^ Z.A,�_\,_��, \1-_.___N\_.,_.._...___q x , A : ___ \ 'I ,'\ \ __�, \ It I
N. ", N C� - -, r \ \\ \\ I \ V % \ \ ,-, N I \ Iii ", . � ... J) i - ,(::) LL Zj
I \ I ,w, \ � \ . 1-14"'A.1-- -�', I \ � \\\ I \ /I \ \ It 1 k.7*4**** .
'N *,�., . N� I \ I I I -L �m I \ ,--'\ 'A \ \ At i Ne 8
*
.-- Nl� . \ I��* . I \N %V, -\\,\\ , "I
I % 4 A I V. q'y.-1`, ;'.V` , \ �, 'S%% *'N N _,
\ % \ \ \ \ \ �\ -K� \ I �\ \ , \ \ \ ,� I M I -r\ I z "N \ ,
.
\1, x %.-------"% , � \ \ \ N \ \ \ �\\\ Ii -�c �-� - \3 ; \ - -\---- '\ - M \ .'-Jr ul \ . Lx I \ I \ ) I, , x 11 \ i "\ .\\ � \ \ \ 11
................ 1-'_ \ % \ \ N \ \ \ 'N- -�� \ I I _N - I\,.. 1�. ; ,� l I - /-/ X\ j1- I N . -, z I - 'At
FL21 � \ \ \ \ i_� I - �, \_ - It S;�-�_ � \ IN , I I IV , , , , , "'- x \\AV\ ,,,,-- \\-- - _j ,I
\ \ \ \ I :z Y, �, vx 0- , ` \ \ , \ `N am**. _"I'l I - I - - � I . It - I I -,\ ,,, � %\ \ \ \ � ) IN 11 Ii I \ � �\ � Lr. I!zv"
I
\ \ I , \ 0- \ - 'N \ It, I LAJ
_____� -,,-- I \ 1k \ A \ \ _�\ 11101813 tltmw -, or I I 0mum I MAP I \1 \ 1 \ I I -� - I I ,�--Z .� \ -\ \� It , , I I - I
1% I , " N \% , 4 _;;; I I +11�� - \ - ____�� .L,\",4 "' 11 I , , It I �
------ � �\ \\\\ ,.,, I --I-' 42" >1 114� I I % 1, � \ '\ I
It .�, .."', I wall V __\ 7- . I, , Ar ( - �� \ " I.New > ., \ -) C-----) C-
I I � N. I -I. \f ,�\, A� I ,% \ \ k I \ ,
I ____� �_%C__' I \ \ \ I I \ I �1 \. 1� NN "-_--..__ \ N---.-.- - -�K!n- \t-_,__, - 1-1 "MOmm -M Now-#, IIIIN I I ;"::::- I I rl-_ I \ 't, ,L,,, - It - \ ? V, N \ 4-19 - - % I 00 0
" 11 ; - _79vle N. \,�. ..,-! \�,-_, 'N -1.k- k ,
\ .� \ IN I \\ _'N " ` ___.t\ \ �O 4-- 0 \ \\%\ �-,\ \ x '%`�
__
1_1101_.� * __ - ' \ \ 'p v\ ";:�o"� -N, , � 77 , � , .�- �I I 'I, I . - t , , \1 Ita \ \ % __�k;,
p � __-n _�� \ 11 LMS TO gi ,00K470 I -__ - - 1, "!�7 _� I . 11N,,q ". ,4 -- _-_---V'-__1__i=:::�_ I k1__<, Wi.�Tl 7 \ ,�, \ -_ N A x \ VD ... A \ N ", \ - It --"\ \ <
/ .11 *\ \ � �e, .o�\ I . I .. I \ - I IS - 11 \ ZI \ \ � \ . \ , - � 1, - � \ , 1, '� \ \ \ AN _j
".. ""'I- , \ i \ � % \ I, �% I \1) I
\ . ,\ I, 1 ! . . A
I � \ I � '�4 1 \* ., I izt:_j ( - I
�_ -_ -
I / � \ \ I, / I I It 4 '1% %.\� \ --- :- :�"Oot-_.", , 1-1 \I,- \ \ I \ \ \ v
____� -1 �k . - --\;%
/ I �, , " -0 I \ ,y\ -% -_ Vp - 00-1 -11 (�: , ;vf I :( 1% ;'1111 11 � ,,;� \ ("i � V �1, � L 'ac> ,
,. � , / TO\Pf WAiZ F ftF NOW -1 I
I / \ \' \ \ . .�o �,l �`,.,% � \ . ' �It"%Jn Irk \ . T,55 It l \ , \\ %\ � \ / I ) % -'N w 5; �
,
\ �,A I, I N. Iv, \ - �j v 1�L — — — — — I I
\ \ "�q--if I ��5 , \I � I \1 , )\ V F �\\ '-- \ \ �_,\___N_ . I I �
I ___� \ \ \ q� � \ \ . . � I, \'k I IN I � �' V, \ x . \ k 17 \ \ - 11 ! . I
I ___ %-1 -1 \ % \ IN - \ \ \ \ I / / VIL-IF � , N \! It � C " ,S )A , It \ -
I / %�11% \rum PARA' Pllfflffif \ I k\ S_ \ N�(_`(N,N � I \ " \ GREAr \ \ \ I V' \ k I IV\ ,.,
* I \ \ \1% .1 %"\ \ \ \\ 'JO \ -
N I . . -,� _a A
k\1 \. \ \ - k-.__ :4 ��i _.; I v1- \
. -- ___ - - I, 1 \ * - -1 e \, "_ -�,,z4" 'N \ I I \ 1\ i v T \ � i
-
I I % _,_� 1%, �_' , \ \ x -_ \ %-. - - IN N% It \ v, - \ - \, I \
.%,�- I ___1 _\ f , * , \ L:�,__ 1, 14 'k I -_,-
\ I I \ % % . I I,\ -4 1
\ -*% \ 2 27 ACRES \ I \ \ . L - -Aa - , ) \ \ VN/ x I I I
� . - - I I- - ___ 1� % _��' f \ \ -A *I \ I \ I \
---
\ - I 1 9 - I alm I 4 lamok, � , - � I raft " . IT- \ �� C_
\ \ \ \ __u I \40- 1 I \ " , I I "\' I ow ,. _":�` ZZ- X, 4 4 \ __� \ T �. �� I
I \ - I I \ \ �\ y " i .41\ 4AP 60V P6 I 1'op .\; I / "[- It 4 A"',
% \ * , . __ __ '.. 1% \ \ \ If/ K \ \1*1 1 " St ,.15-v ,\ I I I :� &.- Sg � �, � 7cw I, ftft - , - %� x I . �E \, V84C 7
I 1 \ It I, % -
I \ It I I % / I \ \ *\ ja- 5 I k I \ lzl \ ."""', V, .11 � � I i_� t6 S I p- i i I .
:A \ I,-,- 5,-3- �/\ .40w \ mom .--- 4 \ � . N
� __ \ It \ I t IF v *\ _-�I \ * �\ ,� \ \ \ ) � -- -`� - I I If k.� 1- .A.�j A I I i . I
C; 0 \ \ \ I I A 14%, � \ 'N 11Z 7 11 \ \ �_ �% \ \ \ , � *% / ; k�l \ It \ I - i —1 -",-4 1 i i i .
, \ * A, -.. — 1� - I J\ 0 1 — r \ \ * \ Op O" J '%,,\ \ It \ it N: T_ -.I. ju� �- I .1
I \ '\ \ � / 11 \4 \ o \ \ \ % v \ I -
903 1 1 � ' I � � I \ \ i 1 \\7\1 1 1 1 11 "! // 1 , I I : I 11
y , * \ \ \ ..# ,/ j �_ . �,,, M-0 \ * \ " \ K I, / 'vj. \ I 11 \ k " \ I It 'k -% \ I . I P 1 U51 i i I,
, _\ � \ \ .00 1!7--' % \ \R4 - tj I'* (ON . Aj I � I \ I I III A \ \1 A I I I I i I I � f �
- — � I /_ t- -k- \ I ! i i I II_ a, I � -
\ It � ,,,, ,I X&,, z \ I NN. �� / ,* N I � — I I I q — x__ - \ \ I �A V k \ \ \ C� - I I I . .1 1��
11 .� o!!�_-- I - 11 \ \ I � ; __ I \ I -7 -1 I I Y\%, /
I I i \ I tit I \
I I \ \ I st" I I \ "ft 1, A" " ..- ;��� I , I % \ - / V -I - \ \ j, I I _..
11 I -!�__-----.;- - _t � / T \ I f I I . ,.,., ........ J I .----,- -, / /
,w I --- 4 I- , ffe ,- j I . III / "Ji F !,\! i I I I I *+.�
I , . %!,�� J,; - I , I . I \ I , -\ �\ i I/ I I I [ I It - 1� I I .. . ... -) : / 4-
I 00f - J� 11 I I . % V_ 11f / I/ 11 I
, I ;�,�?�j `� \ I !11 I , I V�\Lx �X�t— I- L-e -j- ��4- - JL I i .e
\ F.F.E. Z4_wN'T1'--_-_-_-_1r)f 4g, , 1 1 If t, �J. V A " I
1 ,4� - I \ I
---y' I �& I C, -, , I I I u I le
- ___ N �(i I � I A -T I �. It I
10 - i I---. �_ \ - , , � I , .1 . JC \ I O -T 3�\ I. 5fv T 30 i V , j R I . --, I "'k ,,�, Ir / f .� 5 . I .
\,�\ , -* t % --�-y IN',
, � 00%% I \ 077-110 --I_-- % V-- , \ & LO I 1. ly " /
\��:`N g \ t\ I I V
, '�240 00 \ ;I \ IN -b;
\, I I . , I I k k \ x \ I/ ,,�, E' rf, 1% -% - 1 4 � I
ot 1, ... x , I I I I /p\ ,� *- - I F.1r.,v,v,q.(x) IV , \ \ . I I 1_� I , j i A � " /I � I \ I " I'-- I I p , , I 11 I ��., I ,�%, ,�,��,1111
�,-\% N, \. ., \ -T I! \ 85VT 4.EV. 240�(,O 1, \ T nk 17.0t, I IV I .T. 11 _j: - ---,- --�---- -. 11
e __.1__2a I N, - 4F 11 \gsm " I ��, t
. I \ I 1\ . It I " . / ,
� �� � . - -- -- � I I I .1 /
i . . . .. / I X \ i 11 \ . `4 I I It %_ \ I \ %� e i , %, ), -7 `1� I i - ; I A, / "A 1/ \ - "t, = -4 :- �6 - fol / I ,,�, -
. - - *: , \ _�v \ I I . \ I, / 1� .* � i \ . _� L ,
I It'.1 , � . / / \," A \ \ I \ , Ai- V �� I 11 I I I
N t " �.- - l . J% I k Y� k 1 -p -1 I 4 1 Ll�_, I
\ " ., % L � - I%b - _2s,- M! L-.4 _'l, A �\, i - - �� I I � 0 - -,r-
% ;� -I , - - --- ___r:!Z.7..41_.\1_ �� 1, U.._�� .� ... zis,:x I I / - I- - . I , f If I I .
I * I I I
0*L_ I 11 I * I %, \ ., / y IV k - _�� 11 '/ , " 7 �7, .8 / / I I
I � \ -w A \ I I f., '. . vj/ I % / I I k 11 1, J_ _�
% I �� \ \ . � -4 -"IN , \ . 4 , -...—, , 1, . I I �, t,."___,)
./ 00 'm I, a .Jowl$
j E045� . � 1. . 1_,V ! \ i \.1 , * .232\ k \ \\ --_,�-,!,��- - \ \; r
I * � i ---�� /0, I 't % d ,.,.Z,�% .1', J1 / � -, _11w . I f i
:;,.;..� : -, ., I so , -�_-_-.:�: At % I)JT\ s 1 ..,- -4 I- "".,N> \ "", � I� A I A \ I . ! 14
_� V I .,y � '�ILN- , - - / ,_ N- I 1 `4-j y .,--\I - - 'w- -4 - t-.;7 -;ZA.( -\ IF / / �_
, / � 'N -_ _-14". -zzo� \ ; f -
-:91 -_ � .,* ,y' /
�, I % * . I � , . :7 ..... .. , .' /I -__ , - I , 01 . __ , I __ - -*., V -IN\ - \ - - ,� . \\I A -.,I. I \
: �- --.* * I +W�,��___�__ \ I 1� L 000 N-1 \ , Hi I
I V (--,� . - I x I I\ I - � I / i.� IF
-4w- i , I _\ ) \ I
I *% I I * . . I !�i � Ill , .,.;I ,,- %I 1k lv_� I I . I I V �A� N, Ail I j/ i i I �) 1 -.!Lt I - -1 /. I/ �
%Q , Ah� - I x r ,-- -_ I I I
� I -1 / * \ \ \ . \ I--- � k I I I ,.,---- �. I III I
,I - I - i -_� I . \ N-,�_ � , \ 4 & 54o rM#* , T I -11 I -\ -k.,% I . I i \11 / I Z, I 1�-- I I j V I -
; \ 'N N - _� I I
` %'N., 'tj 1�1.1 \/\ - I I I I I \1 . � - � - I 1. / ,_--- -
CON, , \ *� �, I V1, fs-z- --.,.--,4 f.?.t-_,. --, , - . !__ - \ I L11I I --A I N / / .
/
I jj . I I I k \ /
I � I v I �. f , ..�_ 9' � , 10 /,- q, Z? t %, iv \--..� 40K_1� I- 7 \ \ q_wl I I
, � . _wfl * - < �, ,!\ p T-" ; il It IJ k �_� I I I I �, "t \ / � I 11. I 1-�I I �. v� i 1 4
40 \ It I / . �".,/
11 �a � � ' ' ' " (I - I I A�.X, - ,<I- :�� - I 'I) -
..(,. _1 X ' I, ", Ih _N - I ull Ill
\ I I\ ; - A0r7XAfflV.AkTA : N \ k1l I / I ', jz� N, i .,; r- A, 1. I J, - 4 \ __'I 11 I I AV? " I I I .. \ V �,, 4y t, 11 -,r- I , , - I I I I / t4l I j � , - ,� .
VVI : I 'I It Vt T-5VO I-— \ x i � -,---- .r �_ A , I I I I , . I ,
- I. - I.S_, I I I , ,
.-
0 - I - , I 11 I , \ \ - - -11 - I \ r I I j / I V l4t'rv' I _; I � / * &
\\ . - --,.---- v it — L,
- �. "a � '\t _� .q j 1 44; �:t I N _r it I w 1\ \ \ I I I ._ - I I �k,ljlk, "I .
\ , J7,40?5\ -_ �,% x ix ) � - \2 N r,� ' A I 1 14 1 1 1 . ''I
I IN, \1 N -m -k - . N ,W\ 1% \ I \!�!,___ ow, .0- - I /,% 1/ , k- ,��i / I it. I I \ 48' Be \ 'T 0 % I I I ., ,� _r'. I I I I it I-- ,I / . I c-2
w —1 I, � � - I I I I K I , If - I / /
, -
10 !Zwlil_�,," A\, _;F;��: I �� 1�1 I lt� Irl -11 iL I \ 'I A-�- , c'? I I 11 ,
. 1. % \ \ % N .i, . �_k' r 4000, jz� % I I v K , I 'r � ,- t -1%4 \ \ # N, N " 4 1 \ " I I I 01 ;A , It I �, /1v ,5 -1 k I I . 4F 11,� I
I V--_�, " I , N J . - - -___r�.
. I , % \ , - I I - � I 11 I . I / If .
% ,I. / . \ � - k I \,.i \ 10, I I ( / f 1.11 k 1�1 F6'L \ \ i . I i I
� "%I I - ok, \ -Iltal\ \ N, ,� - I F.F.k. 0 I .It - -, 14o4 -I
o,zjl.;) 4�--t \ - 11� A%t" N, *� I I I I 1 N I .4 1, I I tj If I .
I - - , I - I I "k 1,11 � �
1
1, r., A woo- % I ,�\ .I, I—, 11 %, -ft. I I i I x I I I 11 � /"" .t-2: I V ) 11 kJ " ij - t , F11 _
. 1% , , \ %,\ / ---414 11 I f \ I \ . \ 1`1 ". I Z;*.,\ I I I I
`_
\� 'It I I " 0,4-�,, � \ 11 ,_ , \ 1� I , \1 \ 7- 1 1
1 CO. \ I \1 %Ill , I \klol. % , I / ,�.-"\,:i�i 11 7" - t%% L9 4 1
.
---
. .. I . \. .. ... N I ,�' RA GE 4. 34 28 7-!�,_, - MrA It - I -I-, (�� ....... _1 I I 11�; it I", � i -%--Q,,_0
,
. - - (" fn CA 4L"p e �� 4 11 < :r - -_ I i I / y
\ . 11 1% \ - *44, .1 I ', I/ - "A A- -- - -
Ns, \N f- . �1' N". v - - . 4 ,r7r *_ ..� � _40% 4�r-1 .) L -.% A ,A�� j I 741 / . -
1*1 x I *, . '11, I � .._ \, 1 " , -- , .-.-.- I I % -N - I A - � I - - .1 v
4 I - 11 . , I . \ I .;� /,1 ;�'-LTJ- 0 ,/ j qt _J4 � . , , ; ", j ---
I V / I, , I I /,, , -"g'r'�i-. - I, -
N / I \ . �, -- \ \ \ li, i I 1,,� i / I \
I \ . . -#:_�, I .��__:1�1, -,.,
\ _*� q 'T, \ , . , 1 or -,,' ; I . : tj ,_ I 11 I I '41 1-,�, A 11 N ,I I, _tL 7 ,
" 1�
I I �\ % � ! .1 __ .,.- - -1 ; I v - I _11_� ir . L C', I L01 \ i I-I"N � I ; ; I I �-) 1 tj \ . ..... V I I i / I � !
#25'P M I z : A '11 1 - 1, ("I y 'I . 17 -_�, y "i ', t, I , 11 / ,
I I \ 1. 1k, - - , — ! I \4 / - , i I \ I - / I�L; i 4" 1 \ " - / 11 / I . I I �i. 40 yl I � � ,.,
. I - - \\ I / I I \ 11 I * fi i I I 1 ""7' J I ji i. 1 . 1p W.e A0 �
.. .1 I I . -,w Y � -;� I : " ?
� . / I \ I
I \ x IN-\ . . . '.. � , \ . I .. ,-- I
, \ 1\ . . � . . \ , , / / I i t I % , FS'El. 2ZA1,50. 1 - N I N! 25,\%00 N , I , I HE '51 1� I I 1_____� I .-' , -
. . � A . - . .OZ
11 I i --la T 1: -:,-,tr- - . ,� ki. "'. 0, i - I h . ,� , f2i i I I, A , N, / / / - I - -�! fNi (
I. I I , N ', v 5 1 posgBa I � \NN ---I -,I- -1 - Et(%\N1 ou 1 � .." 1 4 / __f__x -< it i't
..
m I I . . N , - ,i� u: ; i 1 \ B.,� I ,45� . _--.1-1 _t I - - I ,/ ,r, .. A �11�*,
\ . \ 4I% �,,� - I - i:
- k 0 - \1 i �_ '. I I � -__ I i I I i . I I I - I F I I ... t Iff
, \ 1, , , - , -
- ;, -� " � . I N -, 'i I I � ! I -
\ � . i � " - - 7i_ - i I - - i 'I
t v - - .- .,� - - � -) :t I N�'�LJ-`-, \ i " + J� " - -, 1� \ I -_�"v _J \, I, I -..-. I L i I / / / 1,
� *1 \ ,'%,',*,. - . ,, - , ,. -- � 1---, t- - !/ _�.
"N - F , - /I pi i � \ *%� . N, IN i I ... � ... ... . .... :�� � _,�_- " . �/ ) � -1 1I \-'- I
*A -p _. , ,,� - I- I ;w_ IN" I.` W I I I 7 �j ,!./ . ---
._� " I Zw A, , . - *_ , I \ \ : 1\ I I Wz�-_�_ �g ' ,,, _.. \ .1 \ \ I I \ , I I \ I � , / - I .f_.�_
I \ \ I,--- ., I 'N I I I \ I - -,, ,�,�_ i --' I .
.11 \ N . . - I \ I I I - I . I , '%F,E. .249 �, " ,I ,I i ,
><o0o, , , � J1 �� !� I , 11 . \ I 1, , I
1'� N % -p i N I I \ I "L - ' I If I � " N
� � % W m 0 . 1) 11 , k "'I%. I ;/`\��,,�_�K�` \
/ 11 \ 7y � aK�'T. \ ) 11 A k \ i \- .��--_',\ \ I i I I I / �. I I 41 ,
N�l , . . .. / . - . . y . i i \ ! ,�, . -11.1 .... I ..... 0 --mL.. _ � -------- \,�� , 'I - —
\ I . . 7OR Y � j " I, I - I I
Z/ i ,,�. -__�, ,�'I� " �0 : I - -s) II \ � \ N1 \ �%,N ;z1_*--- I , " I 11
, , I � t I \ \\ \,.___-"\ ,�, I 'N - .... __ ...... .. .. -1--Z. ;01- I I V1 I - --------- -_
/I / I ( / i I i V It Q> \ 1 (:5, \ ,,, KG I 'k 'N� ,Qi4ygll�. 'm, I / 'I I I IF ')� / f I A. i I i
� , ,� \ '3 _;�% , �\ I
\\ vo I 11 � % V, I i - I t' -j" - \ ! IN 3w t I i;lii�� I 004 I 4 / , / I / / . - vi
z `N1 1\� �1v_-t.=.�___1;-_ - // \ ?Y�-,V, \ I I 0" I . 1- ... 1. %A., I sm 44 11110 I I 1jr-, i --<,y , ___
-.'
� If \ 11 - .I*,- - . � . _. I I i \_ - I % III I FAI�FT I s . 1 .1 I j, \ 1�`11_ ....... :��\ \\ " %Iw- N __ / I . I A j 111MAK"'I'"'' j / %J / / I ;;k,- / I !11 /� .1 / , -
It 1 )6 ,� N", T- " '. �I, I \ o "=I I SAI� 4 0- "� t _--__1 '\ ...- j I v I III . ']�P-*__
,�Z��:��=�4 i ------. )L , --f -7 , -
'115�� , 0 \\\ -m -A( . �� I \ � , 1� . \,-�- I- IP I_!!!__1- iil.6, * ,__1 I 11 - - �",*, I I k 140m III A fl ,
f / \ \ - , .,O)f N" . __ / IN, " \ /---' 1/1 It t- I A _1/1 ,
j* / \ - .,6 � ; I o 441001< I am I I WAII'o I .j - ,_-,- �
__ __ � I I gws\i I IIIIIII I .. I \ �_ --.---
I . I - __i :,._--I,-- ___ ------- I ----- -I -----'I
_ -
I __ _ - A - - \1 iiiImi IN\ N , : S_ - , , , i - .11, "I I i" r-, / // "'�
.1 - - / __ ",, \\ , . .. . ........... __ I vi I \ ; 41 117 191- vo- \,a., - - .J.-. �' __ ... ;�v -f --:._':::::t -1-1 ��_ -1 .�_ :�, I , � k
.
, - % \ - \ _,,w, I j - I \ / - � .- -t�-, ;1-711 fl, / f / Pl 1, ,; _1\ �
I - / ; It ... " 1'_4�� 1: , �� I - --�f , 1 r,1 il -,-/
I , , --\\ / 1i
� �4- # -2�:At \ -A . :7�� *1 \ --N�___ \ ..-"I--- I —I -7-- - f 4 I I I .
I , I . "I — 7"': t I � ; I\v
- I" \ \ , �1�1i_ . 7. '71 7- �, .71 I/ I " I / / I i I I I
� "I, - -I-l" k / __ I I I i I 1 I -r- ,�L, .- - , ) i / i I I , //
I 1i \ r- N, \ , '! I
� �\ 1 --lo, " , , � � - � I \ N, '1>1�-1-- I : I I ! . t I I - 19 A 11 / A,-!- I / , 2, i " / I /,; j--, A " S� / .
\ f _- I If / \ . A , �,�i \ 4i 1 \ r \ \ / I , � ____ - i � . i , , , - J, " 'q I 0
-
N C,v ! \ I \ \ \ _____Z_�Z / I � t I lt� I Ii., 11 zigll I I .t'-_� I . ) ,e 1w i / / IV I/ I ,-,w I
r f !�� I
� 11 ;i \ \ i - ;_10 4!1; I \ t " \ \ , \\ 14, 1�— �04 I ik,-� , ,�� I . , � I ":
� I �, i I . � I , - I ,//,"/ 47j? A, / 1/ � ". I P �/ ,,, ; / 1 '?
I / , \ ,,,;,,,, \ " ,� \ , _/ ---I_ , I _�:.�
� .
\ I � % \ - < ,,,'/ \ IN . \ /'\ _� , , I 11 - "I,-
\ ��ii r��V\ \ \ I 11 I � . , .
-- � I " I � N , : _Z-1 ix- 0._1w �,
I - , \ � \ \ I -7-�i� �,�/2
1� , I I 1 j ; ; I .1 '. I i I f.. I I .1
N, /
11 \ , \ \ \ � �_', \ 1� \ �* ; � I I I , 0 . .7 " / .1 .; /_ / / / ",;/�Ie�l/ / "'., /J)
\ \ . ___ * ,%`% 1 ,%, I " I I � , � �- \ \ \ \ \ tm : ,1 �, / 4
- - I - - ,I ') r--- \ I i I ; i I ; ! N, / 41 1 f I �
11. I ,
-
I -, f, J22 ,q# ft .105� - `L � I / 4 __ �� I , . I . _____ ____ , - \ I "'I , ,� I \ \ , \ \ \�t� `1 / � I / i "Vv --- ,,I , ,Vt yq ; Y,';�i� I
\ ,.w .0 .... .. 0 woo / I ,�, � ,\ I T ". ,, N, I
N 1-1 \ \rw, � , " \ � , C�,y �, 11 \ I *t_\� � \1i \ r �52* P,\ \ % 1� " I __'1)
\1 AI(Fsd�fo --/ 1% \Ni /-V k . 1V I "A \ . I
I \ \ __ , J I 1-1/1 - " % k )\ �
� I 0 'u, 4cres 01,10 , w \ \"-- 11 \ \ \ I / ! / \ / ! / /f , � � ____
_-J--�,�\ 14 I Ic .1 -7-- �___ I I, \ 4 N, � 1� I I / - " �� ,
\ , -__1' -==x' g -T. --- -_ - — , , \1 : \ 1-1-1 \ '*, 11 I _ 11 I I � . / NIII/ I e — , . ; .
1-1 N, Irwu ,� ___ . I - � I - 1--, -I- - I --\I \,�ag r-QAA \ �\, 0 \__'�-, __ 1__ I \ i\\ \ . L*.- �.-._ 2 46.-, �, / _)4___ �_ I-- ..., ---,..,- "'--..-- ---,--4- / / I / y / �F 4�r A - - - -
- - -, I - _ 4-:� -, - / -
"I"""* \ , k ��___ Y-" — - - _�� .�.:, .;;;w I , / � - --- / /
% \ .,. \ . I I __�� _.:: *;;=- _4� - , - r - �_. ___! --------- �, ji /
lk / \i:�, ! - - � �- I I I I . " Ki-iiw 4 4 a I , . .,, "I .�__ - , /
, I I aft " -_ '0"� ; - 11, . , T / / / / )�
*1 \ \ \ 1;% \ I vs I I r ----I- N, -t\- r*`;, ,011 --,, \ - _4 Z - \ , / / / v - - . - - -
x \ ,�p -T% / If ---------,\, -;- 'IF , , ft", \ "'W','ke- I I / . III I f " / / 1i ��/ T
%\ It. It k \ I .- It \ I \ N\1 , \ # on �T It ,,w 4 I I I ,e.- f V - , N/ / / - ZA CCA 6) V/#0
.C----)),:�--- ) I n'" '"� I N, I son I I am -f�ime. 1=7/4 4 Iim I I miImii.') i, -I-.Fi.-,�. i I y - - 7- � I / / I / I// / /- J � If,, F I I I � � I I I I .
i I, .� \ a . I "'-44-011 I Ann j I no I I -��-,� - k- �N ?; I I
11 1� I I, ; 1 , . � -%, I . . " 11 VV�l I , 'r 'i " // . .
% - , 4 -0 �, 11 ,\ % I.N., / I � / I - .1 � " i , 7' 1 \
� \ t4w -'.� / � - 1 7 J� fL� \ ?,T I " a / .p(mm
C I k I -,---I- , 1-1 11 I I I r "I
11 "I \ A . I \ \ I \ \ �_ \ *� ` \1 N, i =_ / / � .,i. I / , If / _ �� ; \ \
� IN. I "N ; N, - / \', j / /
11 ; i-, I �, I / /, ,,4- -"-/ . I
11 / / - / le I \i; _ I- 1. v \ f \ \ 11 /--, N A I - - I / - � .
k I',-./ ', / i I \ /,' \ .I.- \7 � J, /
I ZO 7�-, -0, , I . \ -, \ \ "`�_ I . N7 ---I-,^,-- �_� 7 %�. I / ,,, , .� / 10/17 " ,4"j / /
IN \,k .), � I ", � tz) ' I \ == —,>--"-** .... N, 11 A \ .... lr�_11 ., fy / / :)k -?—\ N.
1�1�1 � . I __� N, 400' *\ \ I f . i V 1--__ I \ \ I 't--,&-- I / \.11 -� - , K )�, -,`� /,/,! / , , , * / \
- ( . i * I -f : - \ 4,224 It ,I .1; \ 0 % \ — N, - - IN / I I r7z - — — — — — — / _-1—_ I �, I- ,� �,jq I <� / I I 11,
/Lk1'1).t_,_ - - ! \ _00 - 11 i � -, '47 - / I I` � 11/, i / N 1.1 \ n /I 1-1 ^ .*Vl "1///'/ I ,/ / I .
11 C__� , + 5 4., // ,,, 4 - ,�, 11 _.�, I
. U111C - - - I _... - . . . . \ y g / t' )� � Y_ I,,- 7��7, 5 V / , I , / ,1 * 01 /
N, - - � _� I 11-1k — - ,�� V ,kv,;
. ___.,3C --`N, 1% N, I �.:� It,- ! 4�1 4 � : I - � — _r — _.__Z�_ — — — .7 i�_ -, i - , .- +� " i .o-/ ! r, 1. A I t, ,F e-) .!' / . NV ;
�,_A_;!�-, / -. / / ! _\ ( . �1.1 ,:�,�.x I i v-1-11 . ..... 1-1-1 ......... - '. . 1 Ir- �-k---i-=.. - .., - , 1, t: v I , i 4 - - - _v_ , L... ,.Al.. _.� I "I, "I' / A -, N -v . .
I I '� I - 4k--,1 *`l Z= / �v / , , , /
. I I 1 i \; �� 1�. I I / /, /_ ��&, / 11 -Y I -,f z - ^.;j�, ,,, 'i ;r ,;
___ I . 11 - I ; e-*-_ �_�' 11 :1 I / i I W� , , / /
N, \ - I ! t : T N ... --l-,", " - \-18 �Tl . )� .r 1 r \ -- �7_ - J. - A , - / / . 11 - �'/' ", / / /// I
-,� r", \ �� :�_, ) , I /I I I ,///,/
i
I �,
. / I � , // x
- . . /
- / I i I - 1�,\, 1. I I , / .1 �4v- 'v6 _xI �0, /, .,&',
% n - , - ii . \ , . 1\ 'r C�\ , � 1A 11 #IF 51AWYAN
N, / \ ,�:/ / , 1" ; . A I I.. , . \ .� I __7 ,
.11 . k I 't)�, ) ! . , ... wd Lv'r v \ . I
- . ! If i 4.!� i v -61'5;w� ,,-k")� I'- I I - X I I.-- , m��,-,
,
. % __ ...1--__ . '.E. 211.00 If ! I J! IEEE I ! \ - - , - ,\ � \4 I II -I 0 4\ 7 H ., , ; (_ If ...... � ............... � :-t-�,_ 1 11 6' --yj:� . J I '2�4.,r. ,
\ \ � . I \ 11 \F�[�.;� ,4_.�(,\ -41 -T I ; t7-0 C, ..-:� , , , H, OG . - ! -' )i I / .. F $ , . , "i" 11 I * , , il/e / .
!i I"- Z % W N . " / i .11 / i e f ; ; 4 , I
0 00 _. . - . I 1. 15W - E /" i ; / / , v, ,,,, - ,� i "// /,,
. I ____ tDOWD5 , / / � -1 I I - 1 K ET.E. US.-." 1 I- - � - - :.; .v '4 F. I \ , 4' p*1 : k " . - ." ; / ,��I /
\ - i 1 7, . . � 2,. - 0, iwl F.F��, 2,45.W I
. V. ,?m>60 MI 11-1 �r I,- If I
_- - k - : Bw 'MO .1 ), i �A -,
I t I , - ; -,�Ifv. i7l�uu Mo', ?. I ... \ , , ,,)� *e�-W 1A. EV. 2, A) 1 ' / I.; / / _: - _Ir
_-. ---),v 2f; - I 11 \ N, .5 4T REV, 21 501 i 4 _ . .\ o ' 1 -, / N , , / I I .",-,A" I
\ \ . � / M v ii�f ELEV, i 1 hcnml, Ev. mt5� 11_� 11 - -d OISMIT E Y ... �� \ "o N, -A I I y ���/ . / I / .,-/V- —,,,�--,, ,�� �
I
\ A I i I . i I \ BS� li, — . 1, .w.; --- ,;7� - -�� ///
. / ! I I : I � ____ ! $ .7 / ", ,� A
I, �1 - _., I I / - ...... *-7j--.--- - � -', / i I ",
. I % 1, \ � x /_ �, './.,
i I 1, - ........... .... . Ir-- , )Z*_IpTA%4kr � - x I -.; LL - - *-*. 4_4-- - / I / # / - -1.,_ __, )ii j)/j .1 .."; - Y
\ - va!' \ It \j �', ----_ 11 i I " A --)!; � -1 - /
. I - / -
_. . � ,
., - �� sq. ft. L I I \ / - ... - 11-1 \ t i .40, . . - / //;"
, , 1,-L-_-/ .... i I "�,_ V; I Z.'_.�If�/:,," , _* - " I
\ %___ I %� ,-I- - e:... . / ,.Z_'��. - / /
\�� �, , I i I I � - \ __ 10011\ �\ * I I .... \ -.:� ,- \ \1. - � __ I/ 4 WK, - -'!://A .., � ���A
.11
so .1 U. - � Cres I i / / / / . V --- \ 10� \ N� 1\ L ...... - ......... \ ..... . I ...... � .... N r-- - I , _N I 1.1-1.1--, ... 1.1- ....... � ............. � ... 1. ....." �, Y .
- I.- "I \ ,,,.-.-. I / I - I � \ 1 '. - 1 ".71 -=: _"I Z *1 /- ---- - .,I f /
� " — — - --------A N N ,� . ............. � ............ � ..... \ 4� . .;=-..1--.1 . . ....... --1 ..... --1 .......... � OF __57_2!�( , Z - - - ___-_-,e: I .., .:�z f
,.I- — — .., I �, , -41 , r// - 3w , .o.- -- .. I
I I , , %11�' 40" \ z - � >�� / - 11.v ,j ,,A -,vi.,: - --�,---;� �/ \
/ "� I - _j % I I - — tl, - '�_xr_� ". , , - ____) / C---, '�, 7
1"k I It — I V___ - - _Zp�= - ,-.--I.-
I . _.."=:z,i-- _�\ I I I — — — -A 4�A —\— — v , � , -�: ....... - �A,� , : _:�: " " ",/, " ,� � / I
rl-�_ A / * I \_ ,-/ z — — — INI--, 1. 14 1 \ . \ \ , 'I "�z . .. ........... � ..... _'N o_ N, -." \ `1 ;1 �k _�\ -, ___r / , I Ir - I - J��,�,Z� , ,
�_ ___11 - .,�� -./; - .�/�,:�, I
" I \ % \ , \ ,--'�t� �-_ 1� - --- .1e . I/ Y/ �4rl / / " ,/' / - -;' A-;_` -- _ - V ",;?� I I - '! � �_ - � ,
I ff.01 I 11 " / / — )/,- - z" - A,OC-_�-, , 7F ,�.�,�.11_ "I' // f /
__:�", ,7t "
. . _- -_ '_;_7 -..z 74 7 ,
\ If I - _7 / -/ -/- _—)
\ 11 -1 N \ * x \ \ \ \ I t — — IV k \ ,� / I / /' / , ,ON( .F, _,� ,jo--,__-�,� - , ,
� // I -.",I\ . ,,,,,,/ ..�A. I I�Nx — I I WOO / BROW \ e . �, /, I %. /y=� / /
.1
�& *� , / / \ / 11 _-� \ - \ k I \ \1 V tit � � \ 11 11 I", \ .; O I *1 _%1- - - .� le / / / / , /y // � //,, /_ I I, I 1 --7% /' - , C_/� C C�
C / f r / � z - / I --I / "
I I , .I � I/ /`7--:-A�--r--/-- /- / �
N,c
�
- -
. I" 0 \ \ .1 / I I I %\ 41 � � ___11 j C3� C- 44 V � I I , N \ -1--,-, � __ I --m I I � / / r / / / / / , / / -, / / / I - I . - � / / I I I I / / '%, / / X / / � / / / / � � -
N ovknk #��a� �,-, 1. - - 0*_ --- ,7 / I / I I I / I / , f -, I , / - /I , , I I / I / / / , / 11
�,,�, 1� 1p � k N, - .e I- bo I I - k In- I I ( � -- _� " \ r - \ k- 0 " -, " � ,e MAN " I ZZ yu -_ N -.e " / y_�(VI/I / / , / / 11 I / cl�_��,,__�,
__ k � . I I .'I 11 _�) .".....IIIII,IIIIII-04 72"90 010V LhW axta� / / / / /
" - +Kv " j 6, omhv 4w .1 ,,,,I - . � ___, / I I :
=::___�- 208 . ....... � - __)N, 7*16270 ff '114 I / /
-1) '. -,, ,,, e /� I - - I - .4 zr: - --- C___X 1,t,'\4-, - - -) ( ------ - .10, / I / 'o, , / / / / / f
. I 0 1 � \ __ .=�___== I I JIM ox M . . ( ( 11 (�� \ I ___) /- / , / / / / / A / / / / - .
� im" I *,= I I - 11 ,_ / / .1 >1 , I /
-
I \ I I,% " (�_� - - .11 17"__1"'-1(3(__ 111,7 ", C
, 11�, I ml saw, i -vw ggg _�____ .",76 ig / / I
1111N, 4, 117II I Tk\ Ak-og,00 ..?O, / �,�/ -,;,�,C'-, /
11 - .� 11 �tj -7 '0"� I " N, \ ,/--) 1. / I,-',� , , .- / , e / - W_
I N\ I __ `N_�, __ . I u I f I I \ "I 11 1� N14- MERKE V I '\ A ___ / / �5-,�,_�,--,.�-_- - , / I , le / I I JK � - 1� :?o I
Q :,_� w 1< — \ / /,-;--,-:I--- 4 * I
ff -Riv I - hT I N(IF Kf ZLMAA( I \ \ \N V fi?OLLER I I VIF CA MPRR I \ /1, v -4 . / . '/� - - / / /_ 02r,7
\ * I IV / I&IF f L I \ -1. -_ --- I -��-�;��--__,!!�,1�5- , - I " - w I
1� 0 1 1 ___ IF 81LOTTA i NIF S I I \ ,_/ I I I / I '/ I% 15 -- _,:���=:�-�_, - - - - 5w "- _�_ _Ie___��,_ - a -t. a_- I
. \ I I __* S: ---- I Iz I I I. 'L. _j ) \ 17,219 sq. ft. I-- :�5j% - , - " " - // A
I , . _____ I � 1 I I I 11 22, sq- ft 16,200 sq. ft. / � // Z/,Iy; U5: -- --- - _,` .I- 1� � - 6/ \ * / If I -
1.�, % \ ' A4,5JO 4. ft. 'N \, \ 0 ----.:---- - _-�� - - - ,, ,_ - �,� .-
I - I . 17,441 �, 15,549 sq. ft I I It � � �__ I / / // / . , - �_ I __ -:::o - -1 - - - ,0- "'. __ - __ 11 I,I`1 N \ I / /
( --I-,- ,2-r -__- - I .
,__� - .:_-_ ': -
� -,, , . 11
0 1 0 jj acres / NAn I I I 11, , '/ -W/��Z� - - , 11 - I N, .---
. I I / 1� I *1 0R,-;1, 0 J7 acres 040 im I -
. ,- [ - , � -
iwz. r I [Ill 5 �_, -_ 11vy4,_mw : _10�� - �_ , -_
I _t__1 p jj ad, es I I "I --- i- ,_ " / , " - _7� >C�_�_ N, 4-1- /
I � I �1� 0 40 acres \ L, 0 J6 acres t I If I r, * 'I \ � -_ \ \� - S:�__2_ -, I I W/ I ���� iff,� _: �, - , ,-.I'- __ I /
\ " I I I ., \ I .11 . ,;, � A ;
- - __Z_� 7:�kt — - - - / j Jr 7-1-, 11 1� - / I 1- / , �_ - �� I ___�__
k * I , __1' ., �p � , I / I r. . I
/
MAN -----I^- I I / I I \ - / I IfI111 / / ,,, I - 1, -1 /I / I / /I r / I
. 11 t I / " I .,�;� w \ I .
10- + � I - / �,� / / /,,/;/-/-�,-�-- N _y' C - /
I . F7111 I I % I _�0_'12)r9_ii_)q_ : " ,_,`
AlF,MV6 I I I � 4� I , ��� -_ 0
0 * I to I I / I, 4p /y 11 .), I ---I,- 'I y N� A. 11
. I " .' I -1 -- I I I / I./ / I * I - 1. 15 aaes / // , 11 /� ,,,- . 1� - \_ R I I I I .1.1
I . ___ 1� ------' / I / / / .11 .0, / __ f __k_� "�,
/ ,:I,� \ I t I!
I ,00 - - _ I I f . _ I / I ...] I I \ ---�--�7�� / / f ////// / ! / Y/ / / / ,��-, I - " . / NIF Rupoff SKI
I ', _�, 19,4679 sq -A ,11 I I )-" I �, /I \ n / J/ / / -1111 I I �� \_�, I
i-) ,0.45--.-- --./ It I � I * I P\ I / / 1/ I / / 0 1 1 \ _______7 I
11 ) / Z I " � ZI/ 11� \ \ ,,� 1w 1)
. I .1 / , / / , - . I �, / ,
I 1. I �, 1__�� i / _"_�� - � ole - - __C� N, �j Il 1* / * I/
\ I / 1111171, /// j,,yA_*" I / ., 11 \ I I I ,
11 I I / /f 1� I I 11 .11 / /////,/, //,_j/ / i / / ; // ( \
*��,,� \ ,� I � I � L-J___� , % - k I 1� / // I 1>f , / 11 _t_ :�_� �,� "N, \ I 11 , - I 1'/
I I � " \ .1 . . I
I
% r"N I "11K I , It / / I %� ,�� ."4�11 \ It \ \1 I i ,
I �/
I I 0 It I I I '" /it 11 I )"", / / ,,\,�-_ .�<- , N, 1_*
�: \ % __L_______�, - 11141 " i IF /;, If -4 / / / / / I I �/ .
I �, \ I I I 1�__l L______r_ -� I L,__� I I I I I "I I , 5", � --- 'N \ I �..�
0 \ I I I I I I . ) k13 .. / // // I \ ��\ N, . I I I I it / // If . - 1$1 �
; I - I I I .� \ I I / I
I I I % , / � z / " / Ni / / _J__� .
I I I I ,e / / I I NIN, - / / /�'____ \ ) 1_��\\ � �
. . .---------- ---I �\-* , - I I . - _L - _L_ - - - — - - - % - I " le "I I I-*' I N. APPROMMA IF L OCA 776W I I . I -
� I I I I ---,-- -- .W— % / 11 8 * WA MR At, ON Pff
I I I I - ____ - - I 110� \ I WA;FR CO AMPS
I I I . I /
I I I . _______�J,�_�_ BONWIT ROAD � . I // - I .
I-------- I ___--------------------------------- ____ `.% _� � . Z:
. I I - ___�_____ \ I < z
I\-k I - - - _`__�__ - - - I . . ........ �1____...,___, . 4* I X� . I .j 0
1 ) -1 1-11----" I - I_---*-- - . I . � . I % , CL (n Z�
, - I � -10 % - - - � . �; f- 0
1 1 1 - _____ \ %�. r__ - - - — - - - / I Ld >_
11 - . -a I / uJ — ui
I .1 ________ % 19�� 1 Q M w 3:
1 1 1 ....... � % . I �_
I - - -,,--' I --- I . *!10 \ I I :z M (") uj
I - - ----I- . N� . z
-
I .r - � A . < = Li
-.0 \ cf) 0 �!
- - - - _� J__�.V.6_" - - -1,00" I ,,,, � I / , /
lv�_ %
t ___ .�v '�_:e�:� � .0' � m go
_�=4_1...__�_;%�- I - If LIMIT OF DISTURBANCE LEGEND � w (/) ct� 0
=.� c I Q� �
_:-,�=�=-=+�- \ __r.__1', . mFm
___ ""w �_�� \ % . . I I I p- % xw
--..--- I V) 0 .
I - I . LL. Zw
_r I I I . \ % . n LL. C4 LL -
I % % . I 00
. I . I %% % � I � . I � . 0 N
I w
I I SUBDIVISION ROADWAY / LL. 0 I 0
� � 0 <
I \ , 0 Cr 0
\ % . ommomil�tl�#4�i$�ltwmw.lwmwlt INFRASTRUCTURE DISTURBANCE ' N _j
I , % % _j
% I % APPROXIMATE TOTAL: 4.62 ACRES I �_ 0 �>-
w
I .
I# \ \ I . I :m w
�
�
, K
,
- / �,� %\ '! �_ , ,�/ --, r4-, � , , \ I I
r, - I I
,%,J\l , I
_--ic- \ lb
6
__1
1�_.
1b
_t�_ I 11
�0
I J � r'- � I / .,�� 1
7
-1 - = ift� I I ��� , J,__ __j
I
____ 1( - -1 I t J/ I I I/ ,�\ \
""
,� `N11 1 �8- -w. _x
�
y ";�J,� , \\\ - , , IN \ 4�_'11__ " I / 1-11( "', " &I
'I�
1\ � I
� \ , \ \\ \\\\\\\\/ , ,
I
1
,4 Aym 0ai/ , , \ \\\ ,\\\, \1 /1', �
----I- \C �
k
\
,,, ,,, .., x
, I , 1, fI"\\\\,
,�A I, i \
— -A\
-
\� I I L - , lx I, " \ \ �F ,\\\\\\/N I 11
I
I
I _.j
� I
I LIMIT OF BUILDING I �
.
CONSTRUCTION DISTURBANCE I . .
APPROXIMATE TOTAL: 7.60 ACRES . I
i . . � I
I I .
!
I �
I
I I
i . , � .
i - I . I I
i I I -
i aww zww I 11 I
i . RA 44 . .
� I � . . . - .
� . . I � . Jm"
L . I *= 50#
1 . .
� I
! A49:
i I . I 1 1 ZL4L9 7
i . . � � F*W AV.: 96124 1
. I .
I I � 1,
.
� . � � I AvaAwwr A., SITE . . 11
I . �
,
� .
. . I . I -
� -
� I . � 11N,4417HORIM9 AL MR4 2701V OR A091710V fO A MAP OWMff 0 1998 by John Moyer Oomiting Ammmw �
I I r
I . 8EARING THE ZAL Of'A PROFt'SYMAL FIVOINER 6P & AV& Awrwd ft pof v/ M *awwl 7 Of f4w4AW4 SIOW III �
r 10
I . I . . OR A L laNSED L A A V SUP W YOR IS A WOL A 776 W 0 A*AhW S)04ft AV bWdMff1W * W, 6" ff r � VA W*&%* �
. � � '
� . � - A 'r '4 MWP
. I I ZMW 7209 6F NE IVEW MRK LUXANW LAW, ;:=== = A, � ,=&** PL' 1 1
;- . � � y �
, I . � I iMPT AS MW SW#0V 7209, SU80109W .? *A~t mom/ ft 0'#Aw proftw of.bu M*w &*Wft ow raw � .
. &W "w aw ~mw - . �
, . � I ...00.04 I
I I I . . I � I . � � � .
. I I I I .
--
1. � .- �'� �*,� - � I - � - - I . � � 11 I I 11 1_,
I I . .
, .
1- I � 41 � I I .
� � I � . I . _� .�_ I
� � , -
I
- N I . . � I I .,-
I � , � I I � I "
I ., . I .1 - . I � � � - _ . , , .
.. -.1 .. I . __ � - � I I . � .. . - I I I . : � � I I .11 .1 � I . I I _�,- �:_ - ! 11 . - I -
. � -
Ivzq
hI.P,
evil r_4�
I
pa,
F
J F"I FIR74 MrAW4 FITA
j'A
I M
A
I till Of, v
'weAf,
lit
.........
0 �001
CIA
So
JW
Now
T LINE SEC77ON FROM CORNER OF NUH
?IDCF STRFFT & BETSY BROWN ROAD
I
� F"I FlArd
'd
c
c
w
r"I
UL
n�
z
C
CA
L/P)
<
z
< CA
LA.
LA.
c
c
<
L.L
In r10
�T
0
0
J
:3
0
Ln
2
C,
LU
LU
0
U
2
M
0
0
z
C
CA
L/P)
<
z
< CA
LA.
LA.
c
c
<
L.L
In r10
\ \ I
5160
X '
210,
# --- ----------
210.12
0.67
C -r -5ppl-
". F *
'4�. 213.75
I
206.7
X
S8014'20*E 368.49'
DRY STONE WALL I
MASONRY STONE WALL
OCS D-1
TOP 206.00
INV. 200.50 OUT)
6
0
1
0
5 0
U T)
DMH D-2
T 0 0 _
P 2 9 -15
8. W)
9 75 (N W)
00
00 S)
OA\
DMH D-2
TOP 209
INV. 198.75 (N
INV. 200.00 S)
X 205.9
LANDS TO BE DEDICA 7ED
D
7F
TO THE WLAGE OFRYE Roo]
FOR PARK PURPOSE
2.27 ACRES
X
/I*- �1/1204.6
It
INV. 206.65 (OUT)
It
206 L - - - - - - - - -
DI D-2-2
TOP 205.60
INV. 202.60
\2. 4
0
65 - L.F. 8- SAI�
3,00%
24 L.F.' 15" ST. @ �.00%
183 L.F. 15" ST. @ 5.09%
IZ�
1_Q
SMH A-6
Ar
> cus TOP 218.54
<
Or
Z: fp INV. 212.18 (IN)
M E-
C) UJ
MV)
LA_ TOP 215.69 STREET TREES
INV. 211.44 (IN)
INV. 212.44 (IN
INV. 211.44 (OUTJ
1120' 20'
SIDE IYARD
SETBIACK
1 14
14 16
14-15
-----------
kk
NOS
LX �
(A) The permittee shall proVide to this office annual reports on
(E) The permittee shall undertake the authorized filling
the status of the mitigation activities, prepared during the growing
activities in a manner aimed at reducing impacts upon the general
season, no later than August 15 in each of the following five (5) years
environment. In addition, the permittee shall not stockpile fill or
after initiation of the activities authorized by this letter. These
other materials in a manner conducive to erosion, or in areas likely to
reports shall include the following at a minimum:
cause high turbidity runoff during storm events. All exposed soils
i. All plant species, along with their estimated relative frequency
shall be re -vegetated in a timely manner to further reduce potential
and percent cover, shall be identified by using plots measuring 10 feet
effects.
by 10 feet with at least one representative plot located in each of the
(F) The permittee shall assume all liability for accomplishing
habitat types within the mitigation site. The location of each plot
the corrective work should the New York District determine that the
shall be identified on the plan view drawing.
compensatory mitigation has not been fully satisfactory. If the New
ii. Vegetation cover maps, at a scale of one inch equals 50 feet, or
York District does not find the mitigation satisfactory. If the New
larger scale, shall be prepared for each growing season.
York District does not find the mitigation satisfactory, an extension
//O?Z owswr
of monitoring time may be required to cover any necessary remedial
iii. Photographs showing all representative areas of the mitigation
M ...............
MAPLE
work.
shall be taken at least once each year during the period between June 1
P ...... ........
and August 15.
(G) The permittee sholl dedicate a 1.82 acre area in the
iv. Surface water and groundwater elevations in representative areas
northwestern portion of the property to the Village of Rye Brook for
of the mitigation site shall be recorded I twice a month during April
the Village"s use as a recreational area.
through October of each year. The location of the gouge shall be shown
This determination covers only the work described in the submitted
on the plan view drawing.
material. Any major changes in the project may require additional
(B) The permittee shall ensure that all plantings of each
authorizations from the New York District.
Nuow
Care should be taken so that construction materials, including
individual species in conjunction with the mitigation effort shall have
an eighty-five (85) percent survival rate and the wetland creation
debris, do not enter any waterway to become drift or pollution hazards.
This verification is valid until December 13,1998, unless the
areas shall have on eight -five (85) percent coverage of hydrophytic
Onocleo sensibliis Sensitive fem
nationwide permit is modified, suspended or revoked. If the nationwide
plants (those with a regional indicator status of FAC, FAC+, FACW+/-,
ALL WETLAND PLANTS SHALL BE SEEDLINGS & PEAT POTS.
permits are suspended, revoked, or modified in such a way that the
or OBL in the "National List of Plant Species That Occur in Wetlands,
activity would no longer comply with the terms and conditions of a
Northeast [Region IT published by the U.S. Fish and Vildlife Service)
nationwide permit, and the proposed activity has commenced, or is under
which must be met or exceeded for two consecutive years following the
initial planting/seeding phase.
contract to commence, the permittee shall have 12 months from the date
of such action to complete the activity.
(C) The permittee shall ensure that no mowing of the mitigation
area shall occur.
(D) The permittee shall undertake the grading and
seeding/planting associated with the mitigation effort concurrent with
the discharge of fill material into waters of the United States
authorized herein.
EXISTING
TREE LEGEND
TREE LIST
EXIS17ING
A ...............
A.W
& ...............
8&X#WZ
...............
&Tal
............
&/Off�r
Bs . ...... ........
&AM ff&#VT
a ...............
CA T"A
i . ...............
am
rr...............
W
G ...............
awo
it .. . ...........
morwr
//C ............. .
//O?Z owswr
L ...............
I#M
M ...............
MAPLE
0 ............
OAK
P ...... ........
AWE
Pr ...............
pa)"
S9 ...............
.510a
49 ...............
'ga
Sf...............
12 O.C. MINIMUM GROUP OF 25
TIV ............... �
AW
N ...............
Nuow
LANDSCAPING PLAN LEGEND LANDSCAPING PLAN NOTES
ALL PLANT MATERIAL AND METHODS OF INSTALLATION
SHADE TREE SHALL CONFORM TO THE AMERICAN ASS0CA11ON OF
NURSERYMAN, AMERICAN STANDARD FOR NURSERY STOCK,
LATEST EDITION.
ALL AREAS OF THE STE NOT OCCUPIED BY BUILDING OR
PAVEMENT AND NOT SPECIFIED AS SONG PLANTED WITH
SHADE TREE TREES. SHRUBS OR GROUND CO'kR SHALL BE LAYN.
ALL PLANING BEDS SHALL BE MULCHED WTH A MINIMUM
OF Y OF BARK CHIPS.
THE LANDSCAPING ARCHITECT SHALL INSPECT ALL PLANT
CONIFEROUS TREE MATERIAL AT THE SOURCE BEFORE IT IS DEUVERED TO
THE SITE.
C THE FINAL LOCATION OF THE SHRUB, TREE AND WETLAND
PLANTING, 01CH ARE REFERENCED TO THIS NOTE,
WETLAND GRASSES WILL BE DETERMINED IN THE FIELD BY THE LANDSCAPE
ARCHITECT, AFTER THE EMSTING VEGETATION HAS BEEN
CLEARED TO THE LIMIT OF DISTURBANCE BOUNDRY AND
FINAL REGRADING HAS BEEN COMPLETED.
0 TREE PROTEC11ON
X 1rREES TO BE REMOVED
WO WE ON 00 SILT FENCE
W*W a F� 7 7. AN _D 7g -0 " h TA L S
TREE LIST
EXIS17ING
DESIGNA11ON
SHADE TREES
30,100 SF (0.69 Ac.)
4 Ar
Acw r&bmnl BM
2- - 2 112- cal
65,119 SF (1.49 Ac)
Red #47/e
if 0�
aAff ws hora*1 8&8
2- - 2 112- cal
Carex ludda Lurid sedge
Red 0b*
DESIGNA11ON
SHRUBS
X ki
Wufnum plketm 'tWMt0&W;1 bW
2 112'- Xht
Ponicurn vlr§otum / switchgross
Dwblese niumum
9 Ac
AwWwd*r C074dOnSIS1 B&B
9kwWow
2 112'- J'ht
Juncus effusus It Soft rush
W*W a F� 7 7. AN _D 7g -0 " h TA L S
P -11 -ANT LIST
EXIS17ING
PROPOSED
WETLANDS
AREA
30,100 SF (0.69 Ac.)
17,576 SF (0.40 Ac)
BUFFER
106,850 SF (3.30 Ac.) OR 0 SF*
65,119 SF (1.49 Ac)
AREA
Corex crinito Fringed sedge
CURRENTLY NO FUNCTIONAL BUIFIFER EXISTS ON-SITE SINCE
WEILAND AND ADJACENT AREAS ARE CON11NUALLY MAINTAINED.
H I-FTL A N-1 V Y/ T1 GA 7 7 ON
P -11 -ANT LIST
PLANT
AMOUNT
WETLAND PLANT
PLANTING RATE
11000
Agrostim alba / Redtop
6 O.C. MINIMUM GROUP OF 100
Andropogon virqhicus / aroomsedge
cn
Corex crinito Fringed sedge
Carex ludda Lurid sedge
Carex stricto / Tussock sedge
F=
Osmunda cinnamomea / Cinnamon fem
Ponicurn vlr§otum / switchgross
Glycerio striata. / Fowl manna gross
M
LJ
Juncus effusus It Soft rush
ScIrpus pungens / Three square
I
Scirps volidus / Soft stein bulrush
1,000
Eupotorlurn purpureum / Sweet joe-pye weed
12 O.C. MINIMUM GROUP OF 25
Iris versicolor / Blue log
Lobella cordinalis Cardinal flower
a-
Verbeno hostato Blue vervain
Lobelia siphilitico Great blue lobelia
Onocleo sensibliis Sensitive fem
NOTE:
ALL WETLAND PLANTS SHALL BE SEEDLINGS & PEAT POTS.
UNAUNORZt"D Al ITRAMV W ADDInOV TO A i(AP
REARM NE SrAt OF A PROFESVONAL ENUNFER OR
6R A L&AIZZI LAND WRWrW IS A 14aA XW Of
SEC 716 W 714 t 9 OF M VFW YORK fWCA ON L A W,
1AWPT AS MR &T&W 7209, SUB-010YON 2
��Z�
Wilk AD AFMk% im
1* = 20!
DA #Z- 7/2/98
AW M2. 96124
WETMIT
WM 1.
00
W
M
4s-
<
I*-
co
M
03
Ul)
k!
Co
cn
F=
M
LJ
8
a-
4 -b
Ed
at
a-
a-
o-
n
X
Ir
��Z�
Wilk AD AFMk% im
1* = 20!
DA #Z- 7/2/98
AW M2. 96124
WETMIT
WM 1.
Rm7aiwmell 1 1
# #
# # Big
Tj I ZZI I
dI
41 'T 21111waxi1c.
l] I WIT121 LTI i P2110 1 LiLTAII'll-11101111-
It. rdis r. �we W I w OK 14 'Al
#
r9s" I FillIVIA;*412mis 12 �.N # M
#
#
EX 9m
TOP 189.J2
182.44 1AfV
it
!,sit
It
No. 29
it
it ly 11
W W1,21
176,63 INV S.
MH D-11 17a4i /Xv w
REMOVE E)QSTING MANHOLE
AND CONSTRUCT NEW MANHOLE.
CONNECT EASTING 18' RCP AT
ENSTING INVERT ELEVATION.
TOP 169.24
INV. 165.76 (301 No. 25
EX DMH it
W Tw 16974
Wi29 1AfV F
z 165.04 fiVV W*
+
S,
Ex chr
TOP 177.57
co 174.56 WV E. it
-8-SAI 170.90 Of 1,7j.gj INV W 181.51
BED + 177. J8 178.77 /
+
066.20
+182.62
16ZJ5 168 171.49 SWUM
+
171.
+ ==Zz
L MOCATE EASTING 0 CH K78.06 +
,C GAS MAIN f_x SUH 180.24
TOP IM 95
162.78 INV -a 77
PROVIDE TEMPORARY SUPPORT OF 14 Of MAP
174.42
EMNG 8! SANITARY SEWER AND dam
1 11r RCP STORM SEWER (TYP.)
CONCRETE ENCASE SANITARY SEWER SAW CUT Ex ics
REPLACE EYJSTING rOP 181.49 MP 182.52
DOSTING ASPHALT CURB 174.60 AVV P 1796J INV f
PAVEMENT 179. 05 /IV V N.
MH D-10 TING 82 LF. 0 ST 0 1.74%
TOP 179.90 - REPLACE DOSTING
INV. 171.32
No. 26
No. 24
C,
2056
01
2e PN
210.-. 1� +=12
- - - - - - - - - - - - - - - - - - - - - - If OAP
21d67 x
019' FW w
MH D-3 *2f AIAP
+
212.07
211.4 TOP 211.6 17'
INV. 197.76
SMH A-1 +
TOP 211.69
0
"IINVi 2040
wv
+ 0. 3r AIAP
210.8
13,46 Ile
- - - - - - - - - - - - - S,
aff �24 LF. e SAN.
WH 11 S441
EX SMH I I A'
6 �2V.50'
265
-,2040 (0j
4. J77(1,
210
212.9 1 1
'�-TRANSPLANT DQ6NG 4! MAPLE
210.6
REPLACE EASTING ASPHALT\ BIT
CONCRETE CUF8B -206 -
MH D-4
TOP 207.68
INV. 196.90 -----------
x
2OZ 7
-2064
BIT
MH D-5
TOP 204.96
INV. 196.48
----------
62
REPLACE NSnNG
CU
'ASPHALT
A \
1-2
- ----------------------
200.9
0
............. ............ . . . ... ........
0h
No. 21
REPLACE EASTING
MH D-8 f -ASPHALT CURB SAW CUT
No. 36 EXISTING I
TOP 184j24 PAVEMENT
/1421'7934
INV. 173:27
+
si. 0_M93.x
T 185.47
189
REPLACE EXISTING
ASPHALT CURB
TWPORARLY RELOCATE +19707 f .06 Ex ef INV 12* WIT Ll
W 1-95.92
EXISTING SERVICE '9j. 40 INV 12 KIP
CI D-6 194.2;t
REMOVE ENSTING CATCH BASIN 192.6 SUMP
AND CONSTRUCT NEW CATCH
BASIN (TYPE CI). PLUG EASTING
1 t RCP PIPE TOP OaM
19J. 41 IN
TOP 195.36 192.1
INV. 190.36 12'14 T
TEMPORARLY RELOCATE AND
NO. 19 REPLACE DUSTING STOP SIGN, 1 1112- I)NK.
PROVIDE ALTERNATE LOCATION ci 63
DURING CONSTRUCTION VISIBLE
SAW CUT EASTING PAVEMENT., REMOVE TO ONCOMING TRAFnC. 198.41
DOSTING STORM SEWER, 11CAVATE TO
PROPOSED INVERT ELEVATION, INSTALL 48 LF. 31f ST 0 2.00%
NEW STORM SEWER PIPE. BACKnLL AND 96.J6 195.66
REPLACE PAVEMENT TO UJISTING GRADE. MH D-7 i194.�, '198.66
(SEE DETAIL #25) (TYP-) 195.55
TOP 194.40
t 196.56
INV. 189.48 198.44
moo*
dopm 19769
196.70 15ORCP
1194.97
15-400 +
doom
+194.79
70
196.6 96.
192.66 /000
4�
19
too) 70
%"RCP
to MAP TOP IX16
1&55 J7 OCE 18a6J INV 1 39
80
wow
TOP 196. J4
192.44 WV At. E. W
a D-9 192.36 INV 5.
TOP 184.00
INV. 172.75 26 LF. 30* ST. 0 2.00%
REPIACE EAS71NG
ASPHALT CURB
\-REMOVE EASTING CATCH BASIN
ABANDON E)GSTING le PIPE AND
SEAL BOTH -ENDS OF EXITING 11r RCP
PIPE WITH CONCRETE BLOCI( AND
MORTOR
No. 20
No. 22
rol
tTOP 795.95
193.6 ff4V
192.6 SUMP
LF. 3e ST 0 7.29%
+20Z 7
INV. 200-00 S
I V. 198
N a75
INV. 198.75 N
INV. 205.20 JIN)
INV. 205.20 OUT)
LEGEND.
EXIS RNG CON TOURS
108
EXISYNG INDEX CONTOURS
APPLE
EXIS77NG CURB INLET
F-1
EXIS77NG CURB
CHERRY
EXIS77NG DRAIN INLET
F�
EYJS77NG DRAIN MANHOLE
0
EXIS77NG U77LITY EASEMENT
MAPLE
EXIS77NG ELEC7RIC LINE
OAK
EXJS77NG SPOT ELEVA 77ON
X61.32
EXIS77NG FENCE
. . . . . . - - - - - -
FLAGPOLE
FP
GAS LINE
W117E BIRCH
GAS VAL VE
GU Y WRE
HEADWALL
HDW
EXIS77NG HOUSE NUMBER
Afa J6
PROPOSED RRE HYDRANT
PROPOSED GA7E VALVE
0 �! i
EXIS77NG FIRE HYDRANT
cn
0 VERHEA D WIRES
PA VEMEN T EDGE
-r m
PROPERTY LINE
ROCK EDGE
...... - ------
SANITARY MANHOLE
zx
SANITARY SEWER
=8'SAN=
SIGN
ID
EXIS77NG STORM PIPE TO BE REPLACED
200 ST. 0 2i.37%
(SIZE, SLOPE AND DESIGNA TION)
C)
15* RCP
EXIS77NG STORM PIPE
_j
PROPOSED STORM PIPE
20 LF. -ST. 2 2.0
(SIZE, SLOPE AND DESIGNATION)
776E & SIZE
0 18 OAK
U77LITY POLE
WA 7ER LINE
EXIS 77NG WA 7ER VALVE
PROPOSED MANHOLE
PROPOSED CATCH BASIN
EXIS77NG STORM PIPE TO BE REMOVED
SAW CUT EXIS 77NG PA VEMEN T
----------------
- - - - - - - - - - - - - - - -
ASPHALT CONCRE7E CURB TO BE REPLACED
EXIS77NG 7REE
0 14 MAP
i
A SH
ASH
APP
APPLE
BCH
BEECH
CH
CHERRY
DW
DOGWOOD
ELM
ELM
MAP
MAPLE
OAK
OAK
PN
PINE
SPR
SPRUCE
UNK
UNKNOWN
*8
W117E BIRCH
a
V,V4V7H0R1ZE0 AL tTRA #6W OR AD91fl0jV A0 A MAP CWYRWT@ 1998 by John Meyer Consuffing
f
#0 pof a' #* *A~1 VIA* ApV&Vf4 ~ At
&ARING NE MAL 6F A PAMEWONAL ENGIACER 6y?
OR A LICENSED LAND SZIA'WrOR IS A AOLAAN OF
_qr
C)70# 720,9 OF 7HE NfW r6W EbMAMW LAW, =md=4= p*#i6W* of A* &JW CA=Oft &W A06W
EXTAr AS� Pff ZC776W 7AW. Wg-DIW90V 2.
AINAM TZ ARWOW& JM
SLAW 1 *=20'
08/05/98
96124
SITE
OS -1
0
0
Lli
M
in Lli
z
LAJ
cf)
0 �! i
cn
0 0
Ro
-r m
iy_ ui
0>-
U.
zx
LA,
c-4 LL_
00
0
04 - i
I LLJ
C)
_j
w
AINAM TZ ARWOW& JM
SLAW 1 *=20'
08/05/98
96124
SITE
OS -1
0
A\
No. 44
b
<
DRY S70ME RETANNG WALL
RECONSTRUCT EASTING GUIDE RAIL
AFMR INSTALLATION OF 4V STORM PIPE
a D-18 ... z;; 'llf 47 161-5J
REMOVE DOSTING CATCH BASIN +
REPLACE EYJSTING ASPHALT CURB
AND CONSTRUCT NEW CATCH BASIN
Vm-
(TYPE a). CONNECT E)OSTING .64
It 541. a
1:r RCP AT EYJSTING INVERT ELEVATION ..� �:
. : , TOP 160.42
TOP 160.14 0 6 MAP EX 0 15Z9 INV
INV. 154.50 (IN) 4- IOP 160.14
qzn, 4 04
INV. 146.15 (OUT) 166.0 /At
WED 1529. V S,
+ 0.50
15
0
i2k DIR, LINK.
CONt CURO
MH D-19 No. 4J c/p
REMOVE EXISTING M 01 AND 145. 1
CONSTRUCT NEW MANHOLE LAW A
RELOCATE EYJSlING e GAS MAIN
TOP 140.26
+ X
140-26 IN ACCORDANCE WITH THE loulpa INV Ix
REPLACE EASTING ASPHALT
INV. 134.75 REQUIREMENTS OF CON EDISON
f*X DUH AND STONE CURB
TOP 140.26 .441
xj 15
REGRADE� TOPSOIL. SEED IJ2.,2j lkv jG N */ / 65.74
llo� o -A EX SkH ---
AND MULCH DISTURBED TOP 160.96 70p 165.19
+ 154.& INV 4* M04 hVV
LAW AREAS (TYP.) IM90 14Z 40 SW 154.6 /AIV mw
1 66
am 154.2f INV S RELOCATE WATER MAIN BELOW STORM SEWER ST. 4
to VR. swuBs SYSTE)A WITH lir mimmum cLEARANCE REPLACE DOSTING 111 goo + + 92 .42
LAW 16545
ASPHALT DRW .1-1 loop w
01 . I--,' j No. J5 ASPHALT CURB z
MH D-20 .41 1 1
165.27
:3
REMOVE EMSTING MANHOLE N4 4 04 164.94
50 SAW CUT 165, 9
CONSTRUCT NEWMANHOLE Nt ItA60 +
� ;--e� EWTING
TOP 126.06 \ - 141% + 149.
INV. 120.50 141. PAVEMENT SWUM
,Ol> svm 26 1 17 f64. b 4 SP
to F64.21
Iwo*, SAW CUT Ow- -I--
4EX Sw 00, EXISTING
70P 126.06 28 WALL PAVEMENT + 165.24 V00 + +1*6'3. 77
labo MH D-12
l2aei nvv r. 17. L-.
11986 INV W -170 lo, 197 rOP 164.6J
J-* No. 41 EX SUN 165LO 170 160.02 INV N. TOP 166.47
No. 45 TOP 139.87 4 159.5.5 INV W INV. 163.49
13t.J2 INV N.
01 �*' 111100 +
STOCKPILE EASTING ASPHALT MW 169.18
SHRUBS AND REPLACE I -TI. 14 lAfv s + 00 JIM No. 28
WO CONSTRUCTION REMOVE EXISTING STONE WALL, STOCKPILE STONES
ZZZ00, a +
1 AND INSIALL m blum fill -t- RECONSTRUCT WALL 1 169.67
1 166. 4J
<--,- I TO EXISTING CONDITIONS UPON COMPLETED f +
Of
INSTALLATION OF 36* STORM SEWR MH D-1 7 Im. J0 INV E.
EX aVH WALL RIEPLACEMENT SHALL BE COMPLETED IN TOP 162.60 'N, / 16721 156.18 hvV w
C-02 TOP 109.42 ACCORDANCE WIIH THE DESIGN OF A PROFESSIONAL
JX.5 JMV W INV. 157.35 (IN
Iftl wVs ENGINEER LICENSED IN THE STATE OF NEW YORK. INV. 15( 40 16a96
CONTRACTOR SHALL'OBTAIN DESIGN AT HIS COSTS AND a
NO ACXSS At "O'a 2 SWUBS
-18
\IN 1 1 SUBMIT DESIGN TO PROJECT ENGINEER AND VILLAGE Z46 p" 16Z48 00
0 OF RYE BROOK ENGINEERING DEPARTMENI 16 PS
N -V 1.
MH D-16
TOP 167.25
MH D-21 INV. 157.89
REMOVE DnTING MANHOLE \10 a '�-UW & PMVAlr HOa
108.82 OCK MH D-15
RD CONSTRUCT NEW �*OLE XI 80 1 111, 169.00
INV. 15&28
--*NNtCT 00STIN9 le- RCP-,Aj TEMPORARILY RELOCATE DOSTING UTILITY POLE I
34
OVERHEAD SERVICE UPON COMPLETION OF
E�SW fMT EIVAIN. AND OVERHEAD UTILITIEF. REPLACE POLES AND No. J8
* 1'0`9A'5 CONTRACTOR TO PROTECT DOSTING No
IMV- Ift 7-si INSTALLATION OF 31r STORM SEWER. PAO UAlld AM 00 fV%Afr AC facmn
CONCRETE ENCASE
EXISTING Ir SANITARY
%W (SEE DETAIL #12)�
EX DW
105.00
BY CON EDISON
HOUSE' I
+ 04\ 410 From Hse
106.78 0 No. J6
45 LAW 14.Bl LEGEND.
wV No. J9
EXIS77NG CONTOURS 165
1 .82 EXIS77NG INDEX CONTOURS
HOUSE I
Ex SUH EX -WH EXIS77NG CURB INLET F-1
7MWP I .2J + 10a56 7OP 160.75
102.M INV 154.90 INV EXIS 77NG CURB
EXIS77NG DRAIN INLET
EVS77NG DRAIN MANHOLE
-Y E
EXIS77NG U77LI7 A SEMEN T
0 3 OW\ G
-4N DME Q=22 \V. EAIS77NG ELEVRIC LINE
REMOVE DaSTING MANHOLE AND
CONSTRUCT NEW MANHOLE CONNECT EX DMH EXIS77NG SPOT ELEVA 77ON x 61.32
DOSTING 21' RCP AT EMSTING INVERT ELEVATION TaP 14ZJ2 EXIS77NG fTNCE
TOP 10&41 144.07 INV ME.
108.32 INV 103.91 EX DUH 14396 INV w f LA GPOLE fp
1'J'4. �75R� V
+ 1j.. - GAS LINE
50 JVV
106 00.50 INV w
GAS VAL W
2119cp
GU Y WRE <
21 lRcp 8 Icem (Dry) HEAD WALL hVW
EXIS77NG HOUSE NUMBER No. 36
EX SUN (NO RIM, OR Y PROPOSED RRE HYDRANT
W 14138 IOP 15.5.07 Inv In 144.71f PROPOSED GA7E VALVE
135.36 INV E. 151.17 fNV NE Inv Out 141701
+ CONCRETE ENCASE IJO.23 lAtV W 143.53 INV E- W EXIS77NG nRE HYDRANT
1 0a29 DOSTING e SANITARY 0 VERHEA D WRES
EX SUH SEWER (SEE DETAIL 112)
MP 107.69 PA VEYEA f T EDGE
101.29 IAIV 10&08
PROPERTY LINE
ROCK EDGE ........ ------
SANITARY MANHOLE
0
.61 SANITARY SEWER =8' SAN=
SIGN
200 0 Z37%
EXIS77NG STORY PIPE TO BE REPLACED -
LF. 3V ST.
RELOCATE DOSTING
FIRE AYDRANT 10 99 (SIZE, SLOPE AND DESIGNATION)
AND VALVE EXIS77NG STORY PIPE 15" RCP
l0a90
ow PROPOSED STORM PIPE M LF. 9 ST. 0 2M
1OZ64 (SIZE, SLOPE AND DESIGNA 77ON)
2 VAP 7REE & SIZE 0 18 OAK
C) 10 Aw U77LITY POLE 0
0 12 MAP
WA 7ER LINE
EXIS77NG WA 7ER VAL VE 0
*vwm musH
107.54 + 1OZ62 PROPOSED MANHOLE
AIAP PROPOSED CATCH BASIN
EXIS77NG STORM PIPE TO BE REMOVED
a AfAp
POSS76LE SMH IN THIS AREA- NOT FOUND SAW CUT EXIS 77NG PA VEMEN T - - - - - - - - - - - - - - - -
�;crs - - - - - - - - - - - - - - - -
Top�
0 14 MAP 10 .06 ASPHALT CONCRE7F CURB TO BE REPLACED
10J.M INV
Ex -swwH Kv 16\ " t
rop 1 90 '10 101- -\ I EXIS77NG 7REE 0 14 WP
vi 11 1�1 MH D-23 0
xz-x/ lrvv 10f 8' vr TOP 106.24
9J7 NV St. -
INV. 102.36
UIVK.
APPM AME N Pff
102.8J* INV 36' RCP TREE INDEX
8 LF. 4t ST. 0 5.63%
MASOWY OVANa ABBREV. COMMON NAME
-706---
.97DITCH + ASH ASH
106.J6 104.27
APP APPLE
cy
W W
=) z
ce z
w LLi
0
< cn < 0
Z_jm
LL, 0 0
0 ZW
0 LL -
0
Er LAJ
LJLJ
BCH BEECH
AlAP-
ES
CH CHERRY
u -
TOP 106.00
DW DOGWOOD
0
V)
INV. 102.05
Cwc. Box wwrt
ELM ELM
5; LLJ
M V)w
J6"W x J2W
106.0 W HIDWALL
=:) LLJ
V) 0 y-
00
cn
OAK OAK
ism
%xw
0
PN PINE
LA. z x
U C-4 u-
. (:) 0
0 N
0 1 lAJ
0
0
0 <
04
UNK UNKNOWN
5;
LLJ
wy W17E BIRCH
BCH BEECH
AlAP-
ES
CH CHERRY
u -
TOP 106.00
DW DOGWOOD
0
INV. 102.05
Cwc. Box wwrt
ELM ELM
J6"W x J2W
106.0 W HIDWALL
MAP MAPLE
102.05 fiVV
OAK OAK
--wj
PN PINE
SPR SPRUCE
C)
UNK UNKNOWN
wy W17E BIRCH
0
Low
prct'
*VON** 7Z-
Irr. opffling 2r �10(19
JrH X 4rW
105.15 -3>
946.16 INV
ig
TZ
m
i 0=20
V
"I
08/SW�
"
Aw W-.
e
SITE,�&
41NAZIPANIZED AL IERA MV OR AD017ION TO A MAP
8EARING hHE SEAl OF A OR
CWMMTQ 1998 by JaM Moyer CmWUq
Awam Aw
PRMMONAL ENCINEER
OR A L14XNZD LAND SURWrOR /5 A IlaA770AI OF
=cr wow
ur%
SM70N 7-909 OF 7H EW Ml( fbMANOV LAW,
' L aP;r AS PER -VC17OA( 7
X 209, Stlg-010-90V 2.
�7.
A