HomeMy WebLinkAbout99-47P_TOWN OF SOUTH WINDSOR PROPOSED TRUCK WASH STATION_BURGESS ROADW-AL-N D S 0 JIR
IIRP
US I1. PElERSOH 500 TEET
TO FOSTfR ROAD
3D1 -
TOMN OF SOUTH YMOSOR /ROPOND TIMJCIC WASH 3TAIM
- Q K AND WSAN
~— I mmsoH 300 FEET
I
r—'T'TTTT'TT'l—rrT l
1 I I I I I I I I 1 1 1
-. MIRE PARII W AREA � I
1 1 1 1 1 1 1 1 1 1 1 rJ
_- I I I I I• I I I I 1 1 1 I I�
-_ TM of SOUTH 1MHDSOR 500 FEET I
i
I
I;
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'n MI WWAOE I I
KEY MAP
SCALE: 1 "= 100'
JL PW-- Ly
PROJECT
129
►`�D�I�\I0110 ��> -�1
UILL C C
-ddbb. -d&L
SOU2500.MC
LIST OF DRAWINGS
TITLE SHT. NO.
COVER SHEET
SITE PLAN
MISCELLANEOUS DETAILS
ELEVATION AND FLOOR PLAN
SECTIONS AND DETAILS
HRP ASSOCIATES,
167 NEW BRITAIN AVENUE
"Z50,
PLAINVILLE, CONNECTICUT 06062
771
71 7,
INC.
(860) 793-6899
FAX: (860) 793-6871
T1
Cl
C2
si
S2
LOCATION PLAN
SCALE: 1" = 2000'
APPROVED PLANNING AND ZONING COMMISSION
COMMISSIONER DATE
L:\DWG\SOU2500MC\CVS
1
F-
U
LD
N67'52'21 "W
SAN. M.H. 3516.87'
STA 3+78.08
T.F.= 91.18
INV.2"F.M. IN= 87.00
INV. 8"PVC OUT= 84.62
F.M. INSIDE DROP
3516.
I.E. 88.3
92------��`�
PROVIDE 1, 000_ GAL, 61L/
WATER SEPERATOR. SEE
DETAILS ON SHEET C2
I.E. 88.3
SITE PLAN
SCALE1 1'=20'
TF'C'CB= 87.23'
INV 15"CMP= 83.9
INV 15"RCP= 84.48' -
REAR OF STRUCTURE
IS OPEN JOINTED
CONNECT TO EXISTING
STUB AT ELEV. 87.80
CL&P BURGESS RGAD
24303
ATER MAIN
Ilw
III
III
III
11 EXISTING
N67'52921 "W
% MH.
.
° . PROVIDE 335 LF 2" O TYPE K COPPER �,
=5.00 -�, a I5 CMP
WATER SERVICE (5 MIN. COVER)
=45.00 a 1
------------
PROV/DE 68 LF 470 DIP PLOW I
TP4 a _ I
50' BUILDING LINE
3 Q0 1 INV 15"RCP°`.= 84.35' I
PROVIDE JO' x 50' PREENGINEERED -'40--_INV 15"CMP S.s°84.33
A .... METAL BUILDING (TRUCK, W �ZATION) I ICY `15 CM F' E. = a4.13
0
SEE SHEET N-O.-.S1
91.75/
PRO '1 aE 4'x 12' CONCRETE P SEA D>>��4/L ON SHEET C2�' I
ol
TF'�CB= 87.6,4' ►
4 (�''--6,) INV '15CMP S.E' 84.�19' 1
;,; , X,;, PROVIDE 7 ,
WHITE FIR ABl INV ��5 CMP W.�- 84.4� I,
` ----------------- ► ► 1
ONCOLOR i ci'% 0. C. '� H
N ' % ' ' '' ' ' ' C *NIOTE. FORMER TRASH
,
-'''' DAMP SITE IN AREA
3 --''
r 17---T---I---t--1---I--,71 ' ' '► Id
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PRO VIDE-'14WIDE BIT. : :: J Z
...... .�
'! x o
CONC. DRIVEWAY (TYP.) :{ o
��.FUTURE PARKING AREA
SEE DETAIL ON SHT. C2 ��
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:::::::::Iw
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�`.° %..w ..........:.:.:.:.:.:.:.:.:.:.' I I I i t I I I I I I I �,' I I ��_� I I �►
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REMOVE EXISTING TREE;
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BENCHMARK ,
PK TOP OF CU�t
ELEV.=-$7.26''
!BS-
INV 30a CP= 82.91' I
1;rr
I I
. III
II
I I
rJs
i
I
I 100, I
/ i
in
90_-
TP7
0 275.00' ® \�`�� 0
In
PROVIDE 26;LF rO PVC
�8'-- S= 0.50 % --= 0 8 in. PVC
�EiTUMINOUS PAVEMENT 10'
(- --------------------------
I ..:.:.:.......:.....------.n J i
.. . /
R=10.00'
II
NOTE: INVERT ELEVA717ONS SHOWN 0 \\
,> l THIS PLAN ARE ROPOSED ELEVATI
ALL ELEVATION SHALL BE VERIFIE \\ I II
PRIOR TO START OF CONSTRUCTION.�T-
�' TF'CL'CB= 86.40' '
INV 21'CMP= 82.57�
INV 30„RCP= 82.75 `� ► I , / II
----------94 -" - 80- --" \\ 15 RC
----------9.0-------- _
TF' CL' CB =
21"CMP INV 15"CMP==A3.42' ,
- �_FORCELINE TO GO__-. INV 21 "C AK 83.42
3c) RCP UNDER 21 "CAP :.. ��, •' '� \\
TF'CL'CB= 8$'2,
a INV 6 CPE= 87.12
r i
PROPANE 1
PUMP TANKS PUMP CHAMBER
i T.F. _87.53 j
s�i CHAMBEEXI Q� INV.4„ PVC IN= 83.00SEPTI,
_ lr oELEC. INV.2"PVC OUT= 81.50
TANSC oTRANS. SUMP = 74.50
4-J oEMER.
Ile GEN.
I \ UNDRGDTOWN GARAGEloe
OIL TANK I _ E-
SAN. M.H.
STA 6+53.08
T.F.= 87.64
INV.= 83.25
4- 0 0
Nl C3
ZI
F-D I
I w
�U)
MILo
N LO
N1
Z
BENCHMARK
TOP OF MON
ELEV. = 87.64'
PROVIDE CONNECTION TO
EXISTING WITH CORPORATION STOP
EXISTING WATER MAIN
TF"CL'CB= 87.70'
INV 15"RCP E.= 84.17'
INV 15"RCP N.= 84.21'
INV 15"CMP W.= 83.99'
I TF'C'CB= 87.70'
INV 15"CMP= 84.06'
I INV 15"RCP= 84.1'
I \ \
I INV 15"CMP= 84.29'
1
I
REVISIONS
NO. JDATE
ZONING INFORMATION
LOT ACREAGE:
LOT COVERAGE:
BUILDING SETBACK:
FRONT YARD = 50 FEET
SIDE YARD = 20 FEET
PF)ED�)t-;'D I �--/ 7j
Ci\DWG\FMS\Cl (FMS;
SITE PLAN
PROPOSED TRUCK WASH STATION
157 BURGESS ROAD
SOUTH WINDSOR) CONNECTICUT
DESCRIPTION HRP
ASSOCIATES, INC.
167 New Britain Avenue
Plainville, CT 06062
860 793-6899
FAX: 860 793-6871
www.hr;)assoc.com
F.M.S. 11 W.J.G.
DESIGNED APPROVED ;SCALE
F.M.S. ,JULY 12, 1999
DRAWN IIATE
R.E.C. � SOU2500.MC
CHECKED IFROJECT NO.
1" = 20'
'r 1
SHEET NO.
�M
1W
N67'52'21 "W
SAN. M.H. 3516.87'
STA 3+78.08
T.F.= 91.18
SAN. M.H. TF'C'CB= 86.68'
STA 6+53.08 INV (2) 12" DIP N.= 84.66'
rT F - 87 64 INV 15"CMP S.= 84.33'
INV.= 83.25 INV 15"CMP E.= 84.13'
3 3/0 AWG -- 2" CONDUIT FOR ELECTRIC SERVICE"
AND 1 -- 2" CONDUIT WITH PULL ROPE FOR FUTURE
USE. PROVIDE CONDUIT RISER AND RELATED HARDWARE
-- - POLE. STUB UP AND CAP FUTURE USE CONDUIT AT
2302
4 BASE OF POLE. MIN DEPTH-24 " TO TOP OF CONDUIT.
PROVIDE MAGNETIC UTILITY WARNING TAPE.
INV.2"F.M. IN= 87.00 g0__ v9 _ _ _ _ '�_ = _ = PROVIDE PE'RII�ANENT
INV. 8"PVC OUT= 84.62 I - 8" ATE MAIN L I1.. _ -^ _ I
F.M. INSIDE DROP
�+�PAVEMENT REPAIR
TP 7
T' 6 I I w PER DETAIL
0 275.00' 0 8g o 8 in. PVC I J o 0
rl
S= 0.50 % ----_ - I it IFs BENCHMARK
J NI co TOP OF MON
i`BITUMINOUS PAVEMENT 10, MIN. -1 zI ELEV. = 87.64'
TP5cv --
N67'52'21 "W p �/' _______--- ------------------- I I TF'C'CB= 87.04'
SITE PLAN
SCALE: 1' =20'
CL&P BURGESS
24303
PROVIDE CONNECTION
TO EXISTING SANITARY
MANHOLE PER DETAIL
AT INV. 83.30 -�
PROTECT EXISTING
TWIN 12" DIP PIPES -
ROAD
TF'C'CB= 87.23'
INV 15"CMP= 83.9
INV 15"RCP= 84.48' -
REAR OF STRUCTURE
IS OPEN JOINTED
ZONING INFORMATION
OWNER: TOWN OF SOUTH WINDSOR
LOT ACREAGE: 42.10 i
LOT COVERAGE: 0.15%
BUILDING SETBACK
FRONT YARD = 50 FEET
SIDE YARD = 20 FEET
REAR YARD: 50 FEET
PARKING: EXISTING
MINIMUM DEPTH = 200 FEET
MINIMUM WIDTH = 17 FEET
MINIMUM LOT SIZE = 40,000 SQUARE FEET
II INV 15CMP S.E.= 84.79' NOTE:
' 1 _ � MON. INV 15"CMP W.= 84.49'
3516.64' j \`, PR Vl '-` ' -WHIT FIR - ' -� R � � D I fD 1) CONTRACTOR TO OBTAIN ALL PEF:MITS
�- _ 0 DE 2 (5 8 E R-50.DD �\ 8 EXISTING AND INSPECTIONS REQUIRED.
(ABIES CONCOLOR & _2 JAPANESE DTP - - M H " T AREAS
92 --- , HOLLY (ILEX CRENATA) 10' _ !'-_ 5"cMP _' PROVIDE 66 LF 6
2) CONTRACTOR TO RESTORE ALL E S
jl D.C. (ALTERNATE BIT-.ITEMY) ! LF 6" 0 �I �\ PVC (p 1.007 DAMAGED DURING CONSTRUCTION ACTIVITIES.
- EXACT L ,ION TO BE-----.,,@ TIP t ���<S� (SEE PROFILE ON SHEET S3) 3) CONTRACTOR TO PROPERLY DISPOSE OF
_ (SEE PROFILE ►,
-- -F N ON SHEET S3. I. 4.7 \N\�� ALL MIXED SOLID WASTE EXCAVATED ON
FIELD , ED) E.8 5 \ PROVIDE 1 000 GAL. SITE.
I' PLOW 9 jl \� ' 4 TEST PIT LOGS ARE iN SPECIFICATIONS
GRIT SEPERATOR. SEE
TP4 d 50' BUILDING LINE '�'I^ I I E 8, 1 75 DETAIL ON SHEET C2
3 00 PROVIDE 30x 50 PREENGINEERED I I
I• METAL BUILDING (TRUCK WASH �a I I I ELECTRIC METER
STATION) SEE SHEET S l 1 1,1 I
\\ !' PROVIDE 4 x 12' CONCRETE
Ir PAD. SEE DETAIL ON SHEET SZ I REMOVE EXISTING TREE
92 TP I I
TP12 I\ I PROVIDE FERTILIZING, SEEDING AND
I I 8 MULCHING AS REQUIRED.
PROVIDE 100 LF 2 "0 TYPE K COPPER ' 1,
WATER SERVICE 5 MIN. COVER PER DETAIL , , 1, � I I PROVIDE CONNECTION TO EXISTING WATER MAIN
I ( ) I WITH CORPORATION STOP. SEE
TP3 i _ I "VIATER SERVICE" DETAIL ON SHT. C2
,,;�I I---I-----I--v--�----I---r-•-i----i---I----I---r•---r•---I----� *NOTE: FORMER
►iI III o I I I I I I I I I I II TRASH ' 91
z+ DUMP SITE IN AREA
Iw T�1 TP1Qw b1 � ` IlII11
,
II
1 PROVIDE 1 WIDE BI
T,
oo CONC. DRIVEAY (TYP.)
X k --------
i ',;o SEE DETAIL ON SHT. C
- it
0 FUTURE PARKING AREA� 0 o I I((
QI
oZ FUTURE �0.00 5
w r o I
FUEL TANKS I I m
\ Iz I I I I I I I f I I I I I I I I TO REPLACE I 1_
• ', `--=, ,�' � ', �,
w I I I I I I I I I I i I I I I I I 10
� EXISTING I TP9 gyp$
�IrTIO,
o L__I__�_ L__I__� __ L__�__1__L__I__�__ L__i__J ► ® I R=10.00' I I
4 FUTURE BIT PVMT
/
II I W
FUTURE BCLC
`o
i
z I
i I
FUTURE PUMP ISLANDS
NOTE. INVERT ELEVATIONS SHOWN ON \\ II
THIS PLAN ARE PROPOSED ELEVATIONS. \\ I I - INV
C L' "B C 8 . = 0'
_ INV 15 RCP E.= 84.17
�'/ TF'CL'CB- 86.40' �� ALL ELEVATIONS SHALL BE VERIFIED \\ iTr_ -``� INV 15"RCP N.= 84.21'
c i INV 21 "CMP = 8 2.5 7' PRIOR TO THE START OF CONSTRUCTION. �I I _
,� .� �, INV 15 CMP W.= 83.99
® 1 INV 30 RCP= 82.75
BENCHMARK -------------- g___-_ -- --- ____--------- \�\\ lJ _ _' ,
-_ .- TF'C'CB= 87.70
PK TOP OF CURS _---------- - - ____g9-- 15 RCP^= INV 15 CMP= 84.06
ELEV.=--87.26"--------90---------- ---____ - J B - ____---- \\ �� \�� _ 1,
�,� I \ INV 15 RCP- 84.
IN,
- ----.-- - _- � \
1 --- \ -- � CMP INV 15 CMP-.-�3.42 \\ I \\ >,
�FORCELINE, 21 INV 21 "CtF'= 83.42 \\ \ INV 15 CMP= 84.29
INV 30 CP= 82.91 30 RCP UNDER 21 CMP- - _ - `, \\
(? TF'CL'CB= 88:2'
iINV 6 CPE=
I
k �
PROPANE PUMP CHAMBER--
'� PUMP TANKS
T.F. = 87.53
CHAMBER �oELEC„
EXI I. l� INV.4 PVC IN= 83.00
SEPTIC ��-- [] o. INV.2"PVC OUT= 81.50 I EXISTING WATER
/ii' �1 T. NIA. 1L J _ TRANS. SUMP = 74.50 I I
.01 ; / ► r- (�- � oEMER.
Ile / / � L---1 GEN.
UNDRGD,.-I--- -1
/ i \ OIL TANK I 0-
LEGEND
AFF,(AFG) ABOVE FINISHED FLOOR (OR GRADE)
ALUM ALUMINUM
BCLC - BITUMINOUS CONCRETE LIP CURB
BIT - BITUMINOUS
CB -- CATCH BASIN
0 - CIRCULAR
CMP - CORRUGATED METAL PIPE
CW - COLD WATER
DIA - DIAMETER
DN - DOWN
DWG - DRAWING
DIP - DUCTILE IRON PIPE
EW - EACH WAY
EL, ELEV - ELEVATION
FD - FOUND
FNDN - FOUNDATION
GAL - GALLON
GALV - GALVANIZED
GA - GAUGE
IE - INVERT ELEVATION
INV - INVERT
LF - LINEAR FEET
MH - MANHOLE
MAX MAXIMUM
MIN - MINIMUM
MON - MONUMENT
OC - ON CENTER
O.D. - OUTER DIAMETER
POSS - POSSIBLE
PVMT - PAVEMENT
PVC - POLYVINYL CHLORIDE
REQ'MTS - REQUIREMENTS
REQ'D - REQUIRED
RCP - REINFORCED CONCRETE PIPE
TF - TOP OF FRAME
TG - TOP OF GRADE
TP - TEST PIT
TYP - TYPICAL
W/ - WI TH
90- - PROPOSED CONTOUR
----90 --- - EXISTING CONTOUR
REVISIONS
MAIN NO, JDATE DESCRIPTION
1 1/7/99 BLDG LOCATION, ET AL
L,\DWG\SOU250MC\C1 - REVISED SITE PLAN 120
SITE PLAN
TRUCK WAS- STATI❑N
157 BURGESS READ
SOUTH WINDSOR, CONNECTICUT
HRP
F.M.S. W.J.G. fi 1 20"
ASSOCIATES, INC.
DESIGNED
I:
APPR[JVED,.SCA,LE^�_�.��..
167 New Britain Avenue
F.M.S.
; JULY 12, 1999
„
Plainville, CT 06062
860 793-6899
(860)
IDRAWN
' DATE -
(�
C;-
FAX: 793-6871
R.E.C.
; SOU2500.MC
www.hrpossoc.com
CHECKED
PROJECT NO, . .
SHEET NO.
Lo
m
U
co
T
3
0
N67'52'21 "W
SAN. M.H. 3516.87'
STA 3+78.08
T.F.= 91.18
INV.2"F.M. IN= 87.00
IPlix/ o"oV(` r)i IT— RdTl�
INV. U F Vv vv i— v •�� \
F.M. INSIDE DROP
N67'52'21 "W
3516.64'
I.E. 88.34-
92------,�.
PROVIDE 1, 000_ cAL,,O/L/
WATER SEPERATOR, SEE/
DETAILS ON SHEET C2
I.E. 88.34
I
r
%2!; '
I
I
I
r
I
I
I
r /
r
I
r
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1
1
iV ,
PROVDE 14 WIDE BIT.
CONC. DRI VFW 4 Y (TYP.) —
SEE DETAIL ON SHT. C2
� 1
I �
I
REMOVE EXISTING TREE;
I '
I �
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j
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CONNECT TO EXISTING
STUB AT ELEV. 87.80
CL&P
24303
SITE PLAN
SCALE: 1"=20'
BURGESS
c
90_ _ 69
TP7
0 275.00' 0
In
PROVIDE 26, LF rO PVC
-.,A V
ROAD
TF'C'CB= 87.23'
INI\/ 1 �,"rnAD-- R_� Q
1114 V 1 VIV11 - Vv..i
INV 15"RCP= 84.48' -
REAR OF STRUCTURE
IS OPEN JOINTED
R" WATER MAIN
S= 0.50 % 0 8 in. PVC
�BTTUMINOUS PAVEMENT 10,
EXISTING
.. MH.
R=5.0o' ...:.:.:::::: PROVIDE 335 LF 210 TYPE K COPPER
15 CMP
.......... WATER SERVICE (5 MIN. COVER)`-,
=45.0o `
I'--------------
PROVIOE 68 LF 4'10 DIP II
...........
PLOW
I r-•t l 509 BUILDING LINE
L .�...... `� � TF'C'CB ="`86.68'
3 0 INV 15"RCP�`�1 - 84 35' ' 1
3/"\ N. M.H.
STA 6+53.08
T.F.= 87.64
INV.= 83.25
1
w
L
r.
'.4. 0 0
_:`). C5
NI co
zl
ITO %01 .
FD /
N.
ee
eels,,
eel;
ee�'O I
,e
seed
PROVIDE 30' x 50' PREENG/NEEREO \ '90---INV 15"CMP S = 84.33 ' 1
METAL BUILDING (TRUCK -STATION) I COY 15"CMP E.
V.
X'T G. 91.75, SEE SHE _ N_O,,S4
I I I
PROVIDE 4 x 12 CONCRETE P S& DETAIL ON SHEET C2 I r I
' �i Q TF'O,'CB= 87.64'
INV '15CMP S.E = 84.719 1
% %'' PROVIDE 7 (5'-6') -- J�� INV �5"CMP W. 84.4 I;'
' WHITE FIR (ABI�,S--------------- - 1 ,
i N CONCOLOR) 1Q'O.C. *NOTE: FORMER TRASH
P3 ,,- DAMP SITE IN AREA
r— '`-- _T =f'---==-f---r---1---I---r---t---I—�\ �I 11 a l
U
+ ........ I Z
00
co I ,= J I I I I I I I I I I i Lo
co I Q w I I I I I I I I I I `. ' 11
--J O p
w Z`
o
p0 I lee,-� 0 FUTURE PARKING AREA 11 0 0 i i i I I�
I z �.�" w a 11 i I , I
I o
''II
w I I I r w I m
z I I 1`.� w I I , Ib--1 I I I ` I I I I I I I I '���I � I
.�.�.�.�.�.�.�.�.�.� ..:.:.:::.:.:.:.:.:.:.�
0.........:::.:::.: L— I--J— r-1---1--J--1--I--J---L----J-- L—
I I
R=10.00'
NOTE: INVERT EL ATIONS SHOWN 0 \\ ( II
I THIS PLAN AREPROPOSED ELEVATI S.
ALL ELEVATIO1 SHALL BE VERIFIE \\ I 11
PRIOR TO THE START OF CONSTRIXTION
V TF'CL'CB= 86.40'-
i
`BENCHMARK
PK TOP OF CUR'3
ELEV.=--$7.26"
NV 30 CP= 82.91' �I 30'"RCP
I I
e' III
I I I
$6 '
i f r 4
I � I
I � I
I
i100,
I
INV 21 "CMP= 82.57'
1�o INV 30"RCP= 82.75'
-------94---------------- tTFo"3C7L'CB=
---- - 99-----------\�S�RCP
-90-------- ___- --- — TF'CL'CB= 8�.03'J 2.1"CMPINV 15"CMP=.�3.42FORCELINE� TO GO ,- INV 21 "C�i= 83.42UNDER 21CI_P� \ 88-2 --
a , INV 6 CPE 87.12"'-- ;
II PROPANE
PUMP I TANKS PUMP CHAMBER
CHAMBER A , T.F.= 87.53 r
�/ SEPTIC C' oELEC. INV.2"PVC 83.00
OUT 811.50
TAN r� r oTRANS. SUMP = 74.50
-� OEMER.
GEN. TOWN GARAGE
I \ UNDRGD, '- —
loe
OIL TANK I o
\e
w
N LO
NI
z
BENCHMARK
TOP OF MON
ELEV. = 87.64'
PROVIDE CONNECTION TO
EXISTING WITH CORPORATION STOP
EXISTING WATER MAIN
TF"CL'CB= 87.70'
INV 15"RCP E.= 84.17'
INV 15"RCP N.= 84.21'
INV 15"CMP W.= 83.99'
' I TF'C'CB= 87.70'
INV 15"CMP= 84.06'
INV 15"RCP= 84.1'
I \�o
I e
®e
e
I ee INV 15"CMP= 84.29'
I
I
I I /
II .
I
I I
REVISIONS
N❑, IDATE
ZONING INFORMATION
LOT ACREAGE:
LOT COVERAGE:
BUILDING SETBACK:
FRONT YARD = 50 FEET
SIDE YARD = 20 FEET
Ci\DWG\FMS\C1 TMS>
SITE PLAN
PROPOSED TRUC< WASH STATION
157 BURC;ESS ROAD
SOUTH WINDSOR, CONNECTICUT
DESCRIPTION HRP
ASSOCIATES, INC.
167 New Britain Avenue
Plainville, CT 06062
860 793-6899
FAX: 860 793-6871
www.hrpassoc.com
F.M.S.
W.J.G.
DESIGNED
APPROVED
SCALE
F.M.S.
JULY 12, 1999
DRAWN
DATE
R.E.C.
SOU2500.MC
CHECKED
PROJECT NO,
1" = 20'
ci
SHEET NO.
m
7- !
.
, , I -� �_�7__`--,—I --I ,-- ��, .-- I
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REVISIONS
NO' DATE
DESCRIPTION
HRP
J,ti,W,
DESIGNED
M•R.A.
APPROVED
SCALE
ASSOCIATES, INC.
167 New Britain Av u
en e
Plainville, CT 06062
860 793-6899
FAX: 860 793-6871
www.hrpassoc.com
C.M.N.
DRAWN
MAY 1999
DATE
J.P.M.
CHECk:ED
SOU2500.MC
PROJECT NO,
AS NOTED
S2
SHEET NO.
I
I
N
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m
*1'.