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SE 1/4, SE 1/4 SECTION 17 TOWNSHIP 23 NORTH RANGE 5 EAST W.M.
CITY OF RENTON, UTILITY F4
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PTO BE REMOVED) / ♦ ti
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. }, � �O 'GI2ES'S/EGRESS .3 �OJ
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10+00 -4,
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' FFE= 316.00
u 1,.
7 (D its
CORE Oiilll ,� 4 / / 93' 1
CONNECTION TO /
EX. SSMH E.
NEW 8- E =309.24(SE) ao �.� MIN. FFE= 322.00
-ftb wow
TOP OF a OPE
, 1
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` f / / / ~\ t
- 232
MIN. FFE= 324.00 6
8" SEWER LINE TIO v9
INSTALLED IN TRENCH '�� 6 3
USING PIPE BEDDING
G (TYP.) � \
PER DEATIL SHT. 2:p: -- -- - `; ,-�,: /
4r 4
MIN_ FFE= 328.00 /
\ 00�
fir , 00>
\ y r �71L7G .7GAGR i �� /
INSTALLATION �_ . •�
, .�fV N f- PER DETAIL )/
, 7 l, L SHT.
SANITARY SEWER SYSTEM '` �\ 1 / o-
/
\ --
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�1 6" SSCO, PER DETAIL SHT. 2 (TYP.) /- ,
;.� ,.l. �• _•ice , y
TOP TO MATCH FIN. GRADE --
/
6" IE W CAP =325.00 �•
2 NEW 6" SSCO \F' _ r
TOP TO MATCH FIN. GRADE GAS ' CROSSING \ �� /
6" IE W/ CAP =321.00 CONTRACTOR TO USE i. ` ; \
EXTREME CAUTION
3 NEW 6" SSCO g ...
TOP TO MATCH FIN. GRADE / �
6 IE W/ CAP 319.00
t -_
l T / NEW 6w SSCO SEE SEW19[ EXTENSION ♦ ��L
TOP TO MATCH FIN. GRADE
PROFILE ON SHT.. -2 " "'8�= :,. . `' -' • y , ,_ __ �+
•� ; ttr' I t w ti y1 Q I
6 IE W/ CAP-3131V \, ti��.- �, a -
5 10+09.15 � � • � � � � _ � 10 INGRESS /EGRESS
\; �•� \ � � ` I ,,� ;�'���'- -. � �--- EASEMENT RECORDED UNDER
EAS
8 "x 6" TEE \ •,�, \� ` • �, RECORDING NO. 9410030765 �` x
IE =310.00
• n , mar PAR'
O10+42.05 �� \ ' - r .,
3 'ter I. .
8 "x 6" TEE \ '� `e�d ` �. . �. Y '.. ��� � C ' ,... / q '��` • y
IE =312.74 +
4,
7 '10+83.94
TEE„
IE- 316.23 \ t, . ` `✓ E .. . � . : , .., .� : .. .: .
O8 11 +24.12
Box 6 TEE \, �� \,
IE =319.58
rA
9 11 +30.68 \Y' \'►
SSCO, PER DETAIL SHT. 2(TYP.) �a F MAG NA /L 3
TOP TO MATCH FIN. GRADE `� EZEV. =.32& 47 Y $ �YK'
8 IE- 320.13 �
American Engineers • Planners Surveyors
Engineering 4032 148th Ave. N.E.
Corporation Redmond, WA 98052 �#
PHONE (425) 881-7430 Fax (425) 881-7731
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RECOMMENDED IOR APPROVAL
D A
BY: /
BY: DATE:
_ I
NOF.:
EXISTING LANDSCAPING SHALL BE REMOVED
AS REQUIRED TO INSTALL SANITARY SEWER LINES.
1�
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R FJNTON r L I
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I s 8J e C •
l l u l -
SE 1/4, SE 1/4 SECTION 17 TOWNSHIP 23 NORTH RANGE 5 EAST W.M.
CITY OF RENTON, UTILITY F4
h
A / O
PTO BE REMOVED) / ♦ ti
__
. }, � �O 'GI2ES'S/EGRESS .3 �OJ
,Y /
10+00 -4,
Q EAS ENT �►
O
MIN_ /
' FFE= 316.00
u 1,.
7 (D its
CORE Oiilll ,� 4 / / 93' 1
CONNECTION TO /
EX. SSMH E.
NEW 8- E =309.24(SE) ao �.� MIN. FFE= 322.00
-ftb wow
TOP OF a OPE
, 1
/ O
` f / / / ~\ t
- 232
MIN. FFE= 324.00 6
8" SEWER LINE TIO v9
INSTALLED IN TRENCH '�� 6 3
USING PIPE BEDDING
G (TYP.) � \
PER DEATIL SHT. 2:p: -- -- - `; ,-�,: /
4r 4
MIN_ FFE= 328.00 /
\ 00�
fir , 00>
\ y r �71L7G .7GAGR i �� /
INSTALLATION �_ . •�
, .�fV N f- PER DETAIL )/
, 7 l, L SHT.
SANITARY SEWER SYSTEM '` �\ 1 / o-
/
\ --
:.t•' jn
�1 6" SSCO, PER DETAIL SHT. 2 (TYP.) /- ,
;.� ,.l. �• _•ice , y
TOP TO MATCH FIN. GRADE --
/
6" IE W CAP =325.00 �•
2 NEW 6" SSCO \F' _ r
TOP TO MATCH FIN. GRADE GAS ' CROSSING \ �� /
6" IE W/ CAP =321.00 CONTRACTOR TO USE i. ` ; \
EXTREME CAUTION
3 NEW 6" SSCO g ...
TOP TO MATCH FIN. GRADE / �
6 IE W/ CAP 319.00
t -_
l T / NEW 6w SSCO SEE SEW19[ EXTENSION ♦ ��L
TOP TO MATCH FIN. GRADE
PROFILE ON SHT.. -2 " "'8�= :,. . `' -' • y , ,_ __ �+
•� ; ttr' I t w ti y1 Q I
6 IE W/ CAP-3131V \, ti��.- �, a -
5 10+09.15 � � • � � � � _ � 10 INGRESS /EGRESS
\; �•� \ � � ` I ,,� ;�'���'- -. � �--- EASEMENT RECORDED UNDER
EAS
8 "x 6" TEE \ •,�, \� ` • �, RECORDING NO. 9410030765 �` x
IE =310.00
• n , mar PAR'
O10+42.05 �� \ ' - r .,
3 'ter I. .
8 "x 6" TEE \ '� `e�d ` �. . �. Y '.. ��� � C ' ,... / q '��` • y
IE =312.74 +
4,
7 '10+83.94
TEE„
IE- 316.23 \ t, . ` `✓ E .. . � . : , .., .� : .. .: .
O8 11 +24.12
Box 6 TEE \, �� \,
IE =319.58
rA
9 11 +30.68 \Y' \'►
SSCO, PER DETAIL SHT. 2(TYP.) �a F MAG NA /L 3
TOP TO MATCH FIN. GRADE `� EZEV. =.32& 47 Y $ �YK'
8 IE- 320.13 �
American Engineers • Planners Surveyors
Engineering 4032 148th Ave. N.E.
Corporation Redmond, WA 98052 �#
PHONE (425) 881-7430 Fax (425) 881-7731
O File path do Name
P ' ?003' Q32, En inePr n iTw '.�'032�CVi,dw n� ' 1P P6,P5 PM Pj1T
wwP moor - �IId
0
RECOMMENDED IOR APPROVAL
D A
BY: /
BY: DATE:
_ I
NOF.:
EXISTING LANDSCAPING SHALL BE REMOVED
AS REQUIRED TO INSTALL SANITARY SEWER LINES.
1�
It
23
4
1
GRAPHIC SCALE
10 9 10 20 40
1 IIW'-'y = 20 PT.
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At :
r
r
NOW
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1 RD
St
`Y^.. -�- +....r%...e..: -_ gin• -.-»r. �.. ns.!y.'.+s'rv...- . -,�.-
PARCEL A.
LOTS 5 AND 6 BLOCK 1, MORGAN'S GRAND VIEW ADDITION TO
RENTON, ACORDING TO THE PLAT THEREOF. RECORDED IN VOLUME 18
OF PLATS. PAGE (S) 74, IN KING COUNTY, WASHINGTON.
SUBJECT TO AN EASEMENT RESERVED BY THE GRANTORD FOR THE
BENEFITS OF LOTS 3AND 4, BLOCK 1, MORGAN'S GRAND VIEW
ADDITION TO RENTON, ACCORDING TO THE PLAT THEREOF, RECORDED
IN VOLUME 18 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON
FOR INGRESS, EGRESS AND DRIVEWAY PURPOSES OVER AN EXISTING
ASPHALT DRIVEWAY, APPROXIMATELY 11 FEET IN WITH ON LOTS 5
AND 6.
THE EASEMENT SHALL BE MAINTAINED BY THE OWNERS OF LOT 3 AND
4 PROVIDED NO IMPROVEMENTS AND ALTERATIONS SHALL BE MADE TO
THE DRIVEWAY / EASEMENT WITHOUT THE APPROVEL OF THE OWNERS
OF LOT 5 AND 6, WHICH SHALL NOT BE UNREASONALY WITHHELD, AND
SUBJECT TO THE DEED OF TRUSTRE CORDED ON JULY 29, 1994 UNDER
KING COUNTY RECORDER'S NUMBER 9407291865 WHICH THE GRANTORS
AGREE TO PAY ACCORDING TO ITS TERMS AND HOLDTHE GRANTEES
HARMLESSS THEREON.
PARCEL B;
A PORTION OF LOTS 7. 8, AND 9, BLOCK 1 MORGAN'S GRAND VIEW
ADDITION TO RENTON, ACORDING TO THE PLAT THEREOF, PECORDED
IN VOLUME 18 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON.
AND A PORTION OF THE HENERY H. TOBIN'S DONATION LAND CLAIM
37, DESCRIBED AS FOLLOWS;
COMMENCING AT THE INITIAL POINT OF MORGAN'S GRAND VIEW
ADDITION TO THE CITY OF RENTON, AND THE NORTHWEST CORNER OF
HIGH STREET;
THENCE SOUTH 88'31'01" EAST, A DISTANCE OF 40.00 FEET ALONG
THE NORTH LINE OF HIGH STREET;
THENCE NORTH 48'03'02" WEST A DITANCE OF 86.72 FEET TO THE
TRUE POINT OF BEGINNING;
THENCE SOUTH 56'24'29" WEST A DISTANCE OF 124.37 FEET;
THENCE SOUTH 55'05'47" WEST A DISTANCE OF 110.2 FEET TO A
POINT ON THE NORTHWESTERLY MARGIN OF BEACON WAY SOUTH
BOULEVARD, THE CENTER WHICH BEARS NORTH 56'12'27" EAST;
THENCE NORTHERLY ALONG SAID CURVE TO THE RIGHT WITH A RADIUS
OF 1,857.08 FEET, A CENTERAL ANGLE OF 0'24'02 "AND AN ARC
LENGTH OF 12.96 FEET;
THENCE CONTINUING ALONG SAID MARGIN NORTH 33'17'31" WEST, A
DISTANCE OF 90.42 FEET;
THENCE NORTH 56'42'29" EAST, A DISTANCE OF 208.02 FEET;
THENCE SOUTH 48'03'20" EAST, A DISTANCE OF 105.54 FEET TO
THE TRUE POINT OF BEGINNING;
(ALSO KNOWN AS LOT 3 OF RENTON LOT LINE ADJUSTMENT NUMBER
008 -86 AS RECORDED UNDER RECORDING NUMBER 8806299001).
TOGETHER WITH AN EASEMENT FOR INGRESS AND EGESS OVER THE
NORTHWESTLY 10 FEET OF THE SOUTHWEST'LY 60 FEET OF THE
SOUTHEASTERLY20 FEET OF LOT 9, BLOCK 1, MORGANS'GRAND VIEW
ADDITION TO THE CITY OF RENTON, ACCORDING TO THE THEREOF,
RECORDED IN VOLUME 18 OF PLATS, PAGE 74, IN KING COUNTY,
WASHINGTON.
NAVD 88 (CITY OF RENTON)
CONTOUR INTERVAL = 2'
BENCHMARKS:
DESCRIPTION: CITY OF RENTON POINT NO. 418
THE INTERSECTION MONUMENT AND CASE AT SOUTH 7TH
STREET AND RENTON AVENUE SOUTH. TOP OF THE
BRASS PIN IN THE TOP OF THE CONCRETE MONUMENT.
ELEVATION: 305.806 FEET
S- 3I180I
INDEX OF SHEETS
SHEET 1 COVER SHEET AND DESIGN PLAN
SHEET 2 PROFILE, NOTES, AND DETAILS
7
COVER SHEET i of 2
AEC x#0324
���i ®�®
SCANNED NOV - 7 2003
0
S 6TH ST
1 TH CT
J 1, !S \ ` rs♦
\ 64TE
PARR
- MCINITY MAP
N.T.S.
4
1
GRAPHIC SCALE
10 9 10 20 40
1 IIW'-'y = 20 PT.
r
At :
r
r
NOW
.. . O xVE
's1' 9.
1 RD
St
`Y^.. -�- +....r%...e..: -_ gin• -.-»r. �.. ns.!y.'.+s'rv...- . -,�.-
PARCEL A.
LOTS 5 AND 6 BLOCK 1, MORGAN'S GRAND VIEW ADDITION TO
RENTON, ACORDING TO THE PLAT THEREOF. RECORDED IN VOLUME 18
OF PLATS. PAGE (S) 74, IN KING COUNTY, WASHINGTON.
SUBJECT TO AN EASEMENT RESERVED BY THE GRANTORD FOR THE
BENEFITS OF LOTS 3AND 4, BLOCK 1, MORGAN'S GRAND VIEW
ADDITION TO RENTON, ACCORDING TO THE PLAT THEREOF, RECORDED
IN VOLUME 18 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON
FOR INGRESS, EGRESS AND DRIVEWAY PURPOSES OVER AN EXISTING
ASPHALT DRIVEWAY, APPROXIMATELY 11 FEET IN WITH ON LOTS 5
AND 6.
THE EASEMENT SHALL BE MAINTAINED BY THE OWNERS OF LOT 3 AND
4 PROVIDED NO IMPROVEMENTS AND ALTERATIONS SHALL BE MADE TO
THE DRIVEWAY / EASEMENT WITHOUT THE APPROVEL OF THE OWNERS
OF LOT 5 AND 6, WHICH SHALL NOT BE UNREASONALY WITHHELD, AND
SUBJECT TO THE DEED OF TRUSTRE CORDED ON JULY 29, 1994 UNDER
KING COUNTY RECORDER'S NUMBER 9407291865 WHICH THE GRANTORS
AGREE TO PAY ACCORDING TO ITS TERMS AND HOLDTHE GRANTEES
HARMLESSS THEREON.
PARCEL B;
A PORTION OF LOTS 7. 8, AND 9, BLOCK 1 MORGAN'S GRAND VIEW
ADDITION TO RENTON, ACORDING TO THE PLAT THEREOF, PECORDED
IN VOLUME 18 OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON.
AND A PORTION OF THE HENERY H. TOBIN'S DONATION LAND CLAIM
37, DESCRIBED AS FOLLOWS;
COMMENCING AT THE INITIAL POINT OF MORGAN'S GRAND VIEW
ADDITION TO THE CITY OF RENTON, AND THE NORTHWEST CORNER OF
HIGH STREET;
THENCE SOUTH 88'31'01" EAST, A DISTANCE OF 40.00 FEET ALONG
THE NORTH LINE OF HIGH STREET;
THENCE NORTH 48'03'02" WEST A DITANCE OF 86.72 FEET TO THE
TRUE POINT OF BEGINNING;
THENCE SOUTH 56'24'29" WEST A DISTANCE OF 124.37 FEET;
THENCE SOUTH 55'05'47" WEST A DISTANCE OF 110.2 FEET TO A
POINT ON THE NORTHWESTERLY MARGIN OF BEACON WAY SOUTH
BOULEVARD, THE CENTER WHICH BEARS NORTH 56'12'27" EAST;
THENCE NORTHERLY ALONG SAID CURVE TO THE RIGHT WITH A RADIUS
OF 1,857.08 FEET, A CENTERAL ANGLE OF 0'24'02 "AND AN ARC
LENGTH OF 12.96 FEET;
THENCE CONTINUING ALONG SAID MARGIN NORTH 33'17'31" WEST, A
DISTANCE OF 90.42 FEET;
THENCE NORTH 56'42'29" EAST, A DISTANCE OF 208.02 FEET;
THENCE SOUTH 48'03'20" EAST, A DISTANCE OF 105.54 FEET TO
THE TRUE POINT OF BEGINNING;
(ALSO KNOWN AS LOT 3 OF RENTON LOT LINE ADJUSTMENT NUMBER
008 -86 AS RECORDED UNDER RECORDING NUMBER 8806299001).
TOGETHER WITH AN EASEMENT FOR INGRESS AND EGESS OVER THE
NORTHWESTLY 10 FEET OF THE SOUTHWEST'LY 60 FEET OF THE
SOUTHEASTERLY20 FEET OF LOT 9, BLOCK 1, MORGANS'GRAND VIEW
ADDITION TO THE CITY OF RENTON, ACCORDING TO THE THEREOF,
RECORDED IN VOLUME 18 OF PLATS, PAGE 74, IN KING COUNTY,
WASHINGTON.
NAVD 88 (CITY OF RENTON)
CONTOUR INTERVAL = 2'
BENCHMARKS:
DESCRIPTION: CITY OF RENTON POINT NO. 418
THE INTERSECTION MONUMENT AND CASE AT SOUTH 7TH
STREET AND RENTON AVENUE SOUTH. TOP OF THE
BRASS PIN IN THE TOP OF THE CONCRETE MONUMENT.
ELEVATION: 305.806 FEET
S- 3I180I
INDEX OF SHEETS
SHEET 1 COVER SHEET AND DESIGN PLAN
SHEET 2 PROFILE, NOTES, AND DETAILS
7
COVER SHEET i of 2
AEC x#0324
���i ®�®
SCANNED NOV - 7 2003
0