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PORTION OF NW 1/4, SE 1/4, SECTION 10, TWP. 23 N., RGE. 5 E°, W.M. NOTE'
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1 0 EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE
STA 1 2 +47 7 6, 6. ' L T ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
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SSMH /2, SHALLOW TYPE 8 -54'
ILWACO PL. NE R*A- 454.10 JERICHO PL. HE DETERMINE THE EXACT VERTICAL UT AND HORIZONTAL LOCATION G
ALL EXISTING UNDERGROUND UTATIO S PRIOR TO COMMENCING
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.. IE= 448.14, 8` E) I ADJUST TO FINAL GRADE AT ALL
CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL
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1 I sp =448.24 8"S) FF(ml ) =4 .0 EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER
Ao O ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR
1 F ( UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
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NN SHORT PLAT 5- 339201 STA.404 +70.31, 6.0'RT CALL BEFORE YOU DIG: 1- 800- 424 -5555
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I- _ 301 00 302+00 O':i SSMH 11, 48"
- - - - 304 +00 43®5 +00 �M= 453.00 RIM-_464.6
i - - = _ _- - ! +_ IE= 447.63. 8 "(5) AS IE= 455.07, 8 °(E)
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-------------------------- - - - E= x47.73. 8 °(W) NEW STA.203 +59.08, 6.22T
IE= 455.17 8 °NS
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STA.207 +00, 6.01T I /t1 p�� �. � _ � � � i IE= 452.33, B °(S)
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TO FINAL Ep N� a l 62
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NOTE: SIDE SEWER TO BE 6" PVC GRAPHIC SCALE
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470 PV! STA 305 +87.94 LOW : POINT STA 307 +65.09. 470
PVI ELEV.. =.- 455.1.1 .................
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A.D. _ -0.57 PVI ELEV = : 451.90 PVI STA = 11+09.24
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100.00' VC K = 15:68 A. _ = 1.27
a - . .............. 100.00':VC K0= 59.17
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PROFILE - NE 6TH STREET PROFILE - DRIVEWAY OFF HO®UTAM AVE NE __ _....
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R r MMENDED FOR APPROVAL
DATE 03H6J200T
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BY: -�1 DDte:�
JOB NO.
By: Date:
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By: Date:
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