HomeMy WebLinkAboutzS-2844Set° 3 I I EXISTING STORM
N Z �� 11.
8" CONC. PIPE ► L ►
EX WATER METERS I I / ►
EXISTING 8" STORM THAI
236' ® 6.97% , ► �/ I O ✓ v ►
SSMH #1 PROP. -48" w. OUTSIDE DROP 2 0
SEE OUTSIDE DROP DET. SHT. 8 ► ✓ CJ
RIM = 116.8 + /- (MATCH EXISTING PVM'T EL)
jv ^ (UPPER LEG DROP EL= 108.90) EXIST EDGE OF PVM'T -E. SIDE
x EXIST FOG LINE. -E. SIDE
g U IE 8" (CNTR CHNL) =98.09 EXIST
'I I (VERIFY PRIOR TO CONST) 10 EXISTING P.P. rte, 1 �1 - ► SSMH 2 PROP. /48"
'� 2 V HI POINT STA 2 +58 -94
l a IE 8" IN (E) 98.19 (LOWER LEG DROP) TO BE REL0<ATED HI POINT ELEV =12221 6" SIDE SEWER ► STA 4 +35 1.5' RT
II �+ 2 ✓ 2 RIM EL= 12 0
W S WCUT PAVING & REPLACE - ® 2.0% MIN- TYPT IE 8' OUT W) = 112.30
�-+ R DET. SHT 4
E.y EXISTING 8" STORM - - - - - - R &F 0
7� CMP PIPE IE= 115.33 -- I - - -- - - -- - - - - -- N - - - - -- -- -- - - - - -- - - - --� -
ABANDON 340'-8" C 1.007. - -- - -- - - -� - -- -- - - -- - rn U)
EXISTING DITCH
ABANDON - - - - - - - -
LOCATION 12- WATER vs� � - -- ft &F - - - - -- - -@ - - -- - - - - -- _ STA 4 +75 1.5' RT
-- --
- - - -- - - -.P� -- f � �-� MIN IE =112.
LINE APPROX. - m�1 D y ��� - - - - -� f- - -(n -- ( )
i _ _ 26' A CESS & -� �I- - -- � - -N - -� -� -- - - � -� 40' ®2.00%
PER DWG W- 230507 m UTIL ES ES cn ZD V ZD R &F i WAT SERV -TYP
EX WATER METER l i m ®l� + < ®11 + m { r Q1 m w \\ I MIN F.F. EL= 116.
i ro f p ®II
{ N v t0 N _' W
=J ATE I
a ro EXISTING 8" STORM II cnv -i P ED 8"
SAN TAR EWER - -
1 CMP PIPE IE= 117.22 I (n
N F a x LIN 15' 1A d &F STA 4 +34.5 5 RT
o ABANDON
W �.� EXISTING 8" STORM E ft ACCESS AND \ MIN IE =113.4
CMP PIPE'',IE= 118.44 1 �i, li /'� UTILITIES EAS NT \ (48.6 @ 2.00 %)
ABANDON I
EXISTING DITCH L, LIL F:F..EL= '.117.0'
,. h .ABANDON ', i I
� Q m MIN F.F EL 112 MIN F.F. EL- 113.1 MIN EL= 116.0
Cy o °m � � i � MIN 114.4
EX 8" S, S- i 5
EXIST EDGE OF PVM'T -W. SIDE } /'
- - - -I--
14 EXIST FOG LINE -W. SIDE 1 1 ► j I
0 EXI ING P.P. I I
EXISTING 8" STORM T BE RELOCA D I
d CMP PIPE IE =119.8 1 lit U OR D WITH S.E.
(6)
_ W �T P �- P N o TRAC- ------------------ T
V ► I I I
I
EX S.S. M.H. I I I
RIM 125.28 I ► (5)
4,944001
I
I.E. 105.35 I
SANITARY SEWER NOTES: GRAPHIC Scam
u 20 0 10 20 b 90
a r' NORTH 40TH STREET 1. SS LINE DISTANCES AND SLOPES SHOWN ON THESE PLANS
w
<� ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. IN FM
1 inch = 20 ft
z z Pam 2. OFFSET DISTANCE AS SHOWN ON .THESE PLANS FOR THE INDIVIDUAL LOT
SANITARY SEWER STUBS ARE DETERMINED FROM THE EASEMENT CENTER
° m Z
Li ZO�m LINE STATIONING. MINIMUM INVERTS ARE CALCULATED USING A SLOPE OF
i aa�o[:i 2% FROM THE SEWER MAIN LINE. 'ACTUAL LOT INVERT CAN BE HIGHER BUT
CLEARANCES BETWEEN THE WATER LINE AND THE SEWER STUBS ARE TO AVOID CUTTING UNDERGROUND NOTE:
Z ti UTILITY ONES. IYS COSTLY
LEGEND > I=- �az°w BE MAINTAINED.
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
❑ CATCH BASIN Y 2° 3. UNLESS OTHERWISE INDICATED, ALL SANITARY SEWER STRUCTURES Call EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER -
N g3 ARE TO BE TYPE II 48" AS SHOWN ON SHEET 8 before you GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. S
S SANITARY SEWER MANHOLE REPRESENTATION GI MADE THAT ALL EXISTING UTILITIES ARE SHOWN
W Q d N' � HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
y� z 4. ALL TRENCHING AND STREET OVERLAYS SHALL BE PER THE CURRENT CITY OF Dig. /g NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
EXISTING FIRE HYDRANT i z w • ✓' CALL BEFORE YOU DIG: 1- 800 - 424 -5555
RENTON TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS.
Z s �m ¢ SEE DETAIL ON SHEET 4. UNDERGROUND SERVICE (USA)
L o �� EXISTING WATER VALVE Mi o�
N N O
w w POWER POLE �zN�> W"� Oa 5. CONTRACTOR SHALL POTHOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION TO
a VERIFY HORIZONTAL AND VERTICAL LOCATIONS. CONTRACTOR TO CONTACT
NORTH 38TH STREET 4� ENGINEER CONCERNING ANY POTENTIAL CONFLICTS. P� W. Cq
EXIST. RES. LOCATION Nz °a 'w z�z �J �.pE As�ySFj
°ww NI-52'44 "E 6. THE SANITARY SEWER STUB FOR LOT 1 AS SHOWN ON THIS SHEET RECOMMENDED °
- EXISTING STORM LINE zy- 33zo.4s'
s 1/4'coR SEC 32 -24 -os WILL NOT BE NECESSARY IF THE CITY WILL ALLOW THE EXISTING STUB FOR APPROVAL
31 32 ''i T. 24 N3.Z.R. 5 E. END. ON. IN CASE
GPS 1,42 N0. 266 TO BE USED. 28477
EXISTING SEWER LINE N 1sl.azs.82 '
6 5 5- E 7303.59005. BY Sei� /C(J �.r�S 4'fgT
EXISTING WATER ,,LINE N89'03'52'W N
T. 9303'52"W SE. (SEE SURV. 128 -226) j S��NAL••F-��
1298.61' 1335,01' BY
O STNP NOT vN1N NNl£
Z O EXPIRES 5-13-01
-ED AND DAM
G0 • S- acF'Seuo/ SCANNED OCTI 4 2000,
ROLL # 167 f, :4
"' =I'
0o I co
\ o a
M { N
HIGH POINT ELEV = 122.21
HIGH POINT STA = 2 +58.94
PM STA = 2 +51.84
PVI ELEV = 122.52 PVI STA = 3 +25
PVI ELEV = 121.09
i 50.00' VC I I i
I; w PVI STA = 1 +74 50.00' VC
I W �+ STA 7 +25 ROW PVI ELEV = 119.80 c4 0 CO
r
F4 125 N o 0 0 - PROP LINE 50.00' VC _ - �N N - - N - 6 - - - + o 0 o w 125
N O
►� + w c w PVI STA = 1 +36.50 +
cD o w v j vl ro °
z o E c N fn U ]
PVI ELEV = 117.41 > m w w m U U w N a < N o
w
a w 25.00' VC U lij m j U
LL' EXISTING CL GRADE � '> w W rn PROVIDE ,TE ALONG
w w -� 35% EAST END OF PVM'T
x w z N PROPOSED CL GRADE -
z w w ± 3 5,
+ + as —0.75.
o < N N Cj -
120 F -v _w t _ - >j -. _. - - -- -- - - - - - -- -- - - - -- - -- -.. - __.I 120
,n p ..
of W
m (n �Lj
mm
k-4 c4
¢ I I
N a y 12" D.I. E S)
a W h
a a [y i s SEE SHT 2
:
i
IH- v _ I
0
115
_ _ _ - -- - - -- 115
o w '- e
z
r 3
Ch 8 " CMP EXIST ' N ,
iu U I¢ o o SEE SHT 2
a n W SSMH #3 PROP.
STA 4 +35 1'5' R7
ICI W T 3 EXIST 12" WATER RIM EL= 120.30
ASSUMED DEPTH ®4' TO IE IE 8" OUT (W) = 112.30
�. 1.00
P V
340 ..C.. 0 10
EXISTING CL ELEVATION PROPOSED CL ELEVATION
i
110
N � O O O p ON p O
N N N N
(UPPER LEG DROP EL =,108.90)
$ two SEE OUTSIDE DROP DET. SHT. 8 3 +00 4 +00 5+00
SCALE: 1"=20' HORIZ
ACCESS EASE11IE1VI' PROFILE
1 " =2' VERT
105 - - -- — NOTES:
1. SS LINE DISTANCES AND SLOPES SHOWN ON THESE PLANS
x ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE_
GRAPHIC SCALE
3 d S-2'. m a 7o xo w m
6m 6
N (.. IN FEET )
I inch = 20 N.
100 --
° SSMH #1 PROP. -48" W. OUTSIDE DROP
SEE OUTSIDE DROP DET. SHT. 8 AVOID CUTTING UNDERGROUND NOTE:
STA 94.7 ( + / -) 1.5' ''RT unuTY LINES. ITS COSTLY
RIM= 116.8 + / -I (MATCH EXISTING PVM'T EL) EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
(UPPER LEG DROP EL= 105.90) ry I I IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
F \.7 EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER —
before you GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
w - REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
E IE 8" (CNTR C+'INL) =98.09 EXIST HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
g(VERIFY PRIOR, TO CONST) Dig NOT SHOWN BEFOREES NOT SHOWN Boo 4IR PROPER LOCATION.
!E 8" IN (E) 98.19 (LOWER LEG DROP) UNDERGROUND SERVICE (USA)
w
z
DATUA[ ELEV
W 95.00 _
ro 0 N � �
a N O N N �pV \D W. CqS
° ~- iyc ••
RECOMMENDED •� ,� �/:
0 +50 1 +00 2 +00 FOR APPROVAL
6v 28477
e FsS /QIJASL E ENG\��
By
F —
AWYNI� •' %'i� EXPIRE 5 13o al.,
C O �� L rFa(c�a t SCANNED,OCT 4 2000' S
ROLL # 167
R 3"-ll_. 4
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a
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EXISTING 8" STORM
236' 0 6.977
SSMH #1 PROP. -48" w. OUTSIDE DROP
SEE OUTSIDE DROP DET. SH T. 8 \
RIM = 116.8 + /- (MATCH EXISTING PVM'T EL)
(UPPER LEG DROP EL =+G&88- )109. ?0 -w
IE 8" (CNTR CHNL) =98.99• EXIST 97. Z5
(VERIFY PRIOR TO CONST)
IE 8 IN (E) 98.19 (LOWER LEG DROP)
JT PAVING & REPLACE
SET. SHT 4
EXISTING 8" STORM
CMP PIPE IE= 115.33
ABANDON
ao
c1b
P
�
o
ABANDON
� N
r
340' -8 C ® 1.009
�
3
00
LOCATION
00
�
PER DWG W- 230507
4
V
y
h�
�
SITE
U �
3 n.
° a
N Ld
U
IOU I m
EXISTING 8" STORM
236' 0 6.977
SSMH #1 PROP. -48" w. OUTSIDE DROP
SEE OUTSIDE DROP DET. SH T. 8 \
RIM = 116.8 + /- (MATCH EXISTING PVM'T EL)
(UPPER LEG DROP EL =+G&88- )109. ?0 -w
IE 8" (CNTR CHNL) =98.99• EXIST 97. Z5
(VERIFY PRIOR TO CONST)
IE 8 IN (E) 98.19 (LOWER LEG DROP)
JT PAVING & REPLACE
SET. SHT 4
EXISTING 8" STORM
CMP PIPE IE= 115.33
ABANDON
�
EXISTING DITCH
N
ABANDON
❑ CATCH BASIN
r
340' -8 C ® 1.009
i
�
U �
3 n.
° a
N Ld
U
IOU I m
EXISTING 8" STORM
236' 0 6.977
SSMH #1 PROP. -48" w. OUTSIDE DROP
SEE OUTSIDE DROP DET. SH T. 8 \
RIM = 116.8 + /- (MATCH EXISTING PVM'T EL)
(UPPER LEG DROP EL =+G&88- )109. ?0 -w
IE 8" (CNTR CHNL) =98.99• EXIST 97. Z5
(VERIFY PRIOR TO CONST)
IE 8 IN (E) 98.19 (LOWER LEG DROP)
JT PAVING & REPLACE
SET. SHT 4
EXISTING 8" STORM
CMP PIPE IE= 115.33
ABANDON
�
EXISTING DITCH
�^. N
ABANDON
❑ CATCH BASIN
EXISTING 12" WATER
340' -8 C ® 1.009
LINE APPROX.
X
LOCATION
EXISTING FIRE HYMANT
PER DWG W- 230507
o
EX WATER METER
V
�
SITE
EXISTING 8" STORM
ti
e j W
CMP PIPE IE= 11.22
CL
ABANDON
EXISTING 8" STORM
6
ABANDON IE= 118.44
Ir
EXISTING DITCH
h
ABANDON
Ea 8" ail r
EX 8" S.S.
!
EXIST EDGE OF PVM'T -W. SIDE
EXISTING SEINER LINE
EXIST FOG LINE -W. SIDE
EXISTING 8" STORM
CMP PIPE IE =119.8
EX S. S. M. H.
RIM = 125.28
I . E. = 105.35
i
,I11 °lf
1
EXISTING STORM
8" CONC. PIPE
(1)
EX WATER METERS
EXIST EDGE OF PVM'T -E. SIDE
EXIST FOG LINE. -E. SIDE
EXISTING P.P. 00
TO BE REL TED '� 120-
0-
i
i
i
i
i
i
i
121
2)
TRA C
T
HI POINT STA 2+58.94
HI POINT ELEV= 122.21 6" SIDE SEWER
O 2.0X MIN -TYP
a''O,
LEGEND
�^. N
W
❑ CATCH BASIN
z
340' -8 C ® 1.009
QS SANITARY SEWER MANHOLE
X
z
EXISTING FIRE HYMANT
O
U
o
4& EXISTING WATER VALVE
V
�
SITE
W
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POWER POLE
CL
0 ®rn+ UTIL ES ES m^,
0
W
EXIST. RES. LOCATION
Ir
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_ -,4 P
Ea 8" ail r
EXISTING STORM UNE
!
SA
EXISTING SEINER LINE
1 �
N N op N
E)GS7*G WATER UNE
15' WA
Z��1
W (6
r T
i
,I11 °lf
1
EXISTING STORM
8" CONC. PIPE
(1)
EX WATER METERS
EXIST EDGE OF PVM'T -E. SIDE
EXIST FOG LINE. -E. SIDE
EXISTING P.P. 00
TO BE REL TED '� 120-
0-
i
i
i
i
i
i
i
121
2)
TRA C
T
HI POINT STA 2+58.94
HI POINT ELEV= 122.21 6" SIDE SEWER
O 2.0X MIN -TYP
MIN F. F/ ELF 112
�., n> IU' III I EXIVING P.P. �nni
/AD T BE RELOC
a''O,
NORTH 40TH STREET
�^. N
W
0
N � (�
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340' -8 C ® 1.009
X
z
:19
0
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w
6
SITE
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0 ®rn+ UTIL ES ES m^,
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N� AII,+�,
4�
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n=
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h
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SA
� ♦
TAR EWER
1 �
N N op N
i LIN
15' WA
W N
W (6
r T
MIN F. F/ ELF 112
�., n> IU' III I EXIVING P.P. �nni
/AD T BE RELOC
MIN F.F. L= 113.1
a''O,
NORTH 40TH STREET
�^. N
W
0
N � (�
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2
X
z
0
z
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6
SITE
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1
2
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1 �
N N op N
NU �G
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W (6
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NORTH 38TH STREET
�y�2W%.
O
N 1'52'44 "E
N �
3320.44'
31 ? 3
T. 24 3.2 R. S E. FNS MON. IN CASE -24-05
p-- GPS MON, NO. 266
6 S
5 N 191, 429.82
N89'03'520N
T. 23 N., R. 5 E. E 1,303,590.05
NW03'52"W (SEE SURV. 128 -226)
129x. 61 '
1335.01'
MIN F.F. L= 113.1
ROLL 1'9,7
3
MIN = 114.4
N�
S 1 � 22i
S
(J)
106
SSMH #2 PROP. 8"
STA 4 +35 51 T
RIM EL= 12 0
IE 811 OUT W) - 112.30
R &F 0
�
I I ul
-- -- --_ _ _ STA 4 +75 1.5' RT
_ - MIN IE= -112.4
_ ,; -- _� _ _ _ _ 40' 0 2.00%
N - R &F /- ( )
v -n
Z WAT SERV -TYP -
mc.+ MIN F.F. EL= 116.
< I
N0
fV
04 N cD
STA 4 +34.5 5 ' RT
- -e ACCESS AND 14 F I MIN IE =113.4
UTILITIES EAS N I
(48.6 ® 2.00 %)
' �` F.F. EL= 117.0
I
MIN EL= 116.0 I
i
v5 2484403
Al
SANITARY SEWER NOTES:
1. SS LINE DISTANCES AND SLOPES SHOWN ON THESE PLANS
ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE.
2. OFFSET DISTANCE AS SHOWN ON THESE PLANS FOR THE INDIVIDUAL LOT
SANITARY SEWER STUBS ARE DETERMINED FROM THE EASEMENT CENTER
UNE STATIONING. MINIMUM INVERTS ARE CALCULATED USING A SLOPE OF
2X FROM THE SEWER MAIN UNE. ACTUAL LOT INVERT CAN BE HIGHER BUT
CLEARANCES BETWEEN THE WATER UNE AND THE SEWER STUBS ARE TO
BE MAINTAINED.
3. UNLESS OTHERWISE INDICATED, ALL SANITARY SEWER STRUCTURES
ARE TO BE TYPE II 48" AS SHOWN ON SHEET 8
4. ALL TRENCHING AND STREET OVERLAYS SHALL BE PER THE CURRENT CITY OF
RENTON TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS.
SEE DETAIL ON SHEET 4.
5. CONTRACTOR SHALL POTHOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION TO
VERIFY HORIZONTAL AND VERTICAL LOCATIONS. CONTRACTOR TO CONTACT
ENGINEER CONCERNING ANY POTENTIAL CONFLICTS.
6. THE SANITARY SEWER STUB FOR TOT 1 AS SHOWN ON THIS SHEET
WILL NOT BE NECESSARY IF THE CITY WILL ALLOW THE EXISTING STUB
TO BE USED.
zCAWEO APR t t ; � = -� SV v a3
�r•s
AVOID OUTIM O UNDERGROUND
U1IU7y Umm ma cXsnY
Call
before you
Dig*
SN0�6 i
G
6 I (3
5
S �
GRAPHIC SCALE
of MT
I inch 20 !t
NOTE:
MTING UTILITY LOCATIONS SMC10N HEREON ARE APPM MATE ONLY.
IT SHAD. K THE CONTRACTORS I ESPONSWiTY TO DEIERMME THE
EXACT VERTICAL AND H01lIZONTAL LOCATION OF ALL EX01NO UN=-
GROUND UTILITIES PrhoR TO COMMENCCNC CONS'IRUC710N. NO
REPIEM TATION IS MADE THAT ALL EX0 MrC UTILII>ES ARE SHOWN
HEREON. 1fIE MOINEE1e ASWAS NO "ONIIBIUTY FOR UTI1TIEs
NOT EIO'w1 OR U11um NOT mm w IFM MM LOCATION.
CALL w i01E VW 00 1- 000 -424-MM
uMOO�aio�uMO our$lat (uw►)
RECOMMENDED
FOR APPROVAL
BY S
BY
•
�+CANNEQ OCT � X001
•
e4 •
's 00
4A L
EXPIRES 5 -13-01
STAMP no ma mm 9w as Mm
•
IVA cp
�^. N
0
N � (�
� ill
N R
N N
N
~
ti
e j W
V
W
�
W
O
6W
ROLL 1'9,7
3
MIN = 114.4
N�
S 1 � 22i
S
(J)
106
SSMH #2 PROP. 8"
STA 4 +35 51 T
RIM EL= 12 0
IE 811 OUT W) - 112.30
R &F 0
�
I I ul
-- -- --_ _ _ STA 4 +75 1.5' RT
_ - MIN IE= -112.4
_ ,; -- _� _ _ _ _ 40' 0 2.00%
N - R &F /- ( )
v -n
Z WAT SERV -TYP -
mc.+ MIN F.F. EL= 116.
< I
N0
fV
04 N cD
STA 4 +34.5 5 ' RT
- -e ACCESS AND 14 F I MIN IE =113.4
UTILITIES EAS N I
(48.6 ® 2.00 %)
' �` F.F. EL= 117.0
I
MIN EL= 116.0 I
i
v5 2484403
Al
SANITARY SEWER NOTES:
1. SS LINE DISTANCES AND SLOPES SHOWN ON THESE PLANS
ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE.
2. OFFSET DISTANCE AS SHOWN ON THESE PLANS FOR THE INDIVIDUAL LOT
SANITARY SEWER STUBS ARE DETERMINED FROM THE EASEMENT CENTER
UNE STATIONING. MINIMUM INVERTS ARE CALCULATED USING A SLOPE OF
2X FROM THE SEWER MAIN UNE. ACTUAL LOT INVERT CAN BE HIGHER BUT
CLEARANCES BETWEEN THE WATER UNE AND THE SEWER STUBS ARE TO
BE MAINTAINED.
3. UNLESS OTHERWISE INDICATED, ALL SANITARY SEWER STRUCTURES
ARE TO BE TYPE II 48" AS SHOWN ON SHEET 8
4. ALL TRENCHING AND STREET OVERLAYS SHALL BE PER THE CURRENT CITY OF
RENTON TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS.
SEE DETAIL ON SHEET 4.
5. CONTRACTOR SHALL POTHOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION TO
VERIFY HORIZONTAL AND VERTICAL LOCATIONS. CONTRACTOR TO CONTACT
ENGINEER CONCERNING ANY POTENTIAL CONFLICTS.
6. THE SANITARY SEWER STUB FOR TOT 1 AS SHOWN ON THIS SHEET
WILL NOT BE NECESSARY IF THE CITY WILL ALLOW THE EXISTING STUB
TO BE USED.
zCAWEO APR t t ; � = -� SV v a3
�r•s
AVOID OUTIM O UNDERGROUND
U1IU7y Umm ma cXsnY
Call
before you
Dig*
SN0�6 i
G
6 I (3
5
S �
GRAPHIC SCALE
of MT
I inch 20 !t
NOTE:
MTING UTILITY LOCATIONS SMC10N HEREON ARE APPM MATE ONLY.
IT SHAD. K THE CONTRACTORS I ESPONSWiTY TO DEIERMME THE
EXACT VERTICAL AND H01lIZONTAL LOCATION OF ALL EX01NO UN=-
GROUND UTILITIES PrhoR TO COMMENCCNC CONS'IRUC710N. NO
REPIEM TATION IS MADE THAT ALL EX0 MrC UTILII>ES ARE SHOWN
HEREON. 1fIE MOINEE1e ASWAS NO "ONIIBIUTY FOR UTI1TIEs
NOT EIO'w1 OR U11um NOT mm w IFM MM LOCATION.
CALL w i01E VW 00 1- 000 -424-MM
uMOO�aio�uMO our$lat (uw►)
RECOMMENDED
FOR APPROVAL
BY S
BY
•
�+CANNEQ OCT � X001
•
e4 •
's 00
4A L
EXPIRES 5 -13-01
STAMP no ma mm 9w as Mm
•
al
q
h
411VH
a
1 a
a
� N
x z° o
� a
as
0
ROLL 1;
Fl;t 00-00
VNEO AN S: Z01e�' A-13 ; S • , �'�rs �� �'• 1 a'�k. i►CI►NMEG OCT 4
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