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HIGHPOINTE II
A PORTION OF THE S.E. 1/4 OF THE S.E. 1/4 SEC. 4, T.23N, R.5E, W.M.,
KING COUNTY, WASHINGTON N� 14'
(SB' PUBLI
'XISTG SSMH
N: .."7725
SCALE 1 " =40' E 6602.743.._
STA. 0 +05.00; 6.00'RT
0 20 40 80 ! R4,' = 435.00 ��}--- ���- --
+.E.
W6.22 ( ) CONACRM TO FIE lO
1iERIFY
SSMH DATA PRIOR TO INSTALLATION
t mil\ OF NEW SANITARY SEWER MAIN
( /
OPP,I
VERTICAL DATUM J - 4 -77' N89W'23" 470.0 "
CITY OF RENTON v ..
NAVE) 1988 67LF 8' 1 VC(80(735) O 0.50X G 8•
(i�0.5G'f SSAIH TYPE�8 54• 1 \ L1 O.SO,S
\ °El
STA: 33.56: 8.'00 RT
KKINGG COUNTY SURVEY CONTROL POINT JRENT1843. _ _ 0 StiE AIL ON SHEET 43 I LEUM
BRASS DISK SET IN TIP OF A CONCRETE MONUMENT. QF MfN.F.F, =436.0 2( ENE
SET 1.1' BELOW TOP OF IRON MONUMENT CASE AND MIN.FF. =438.0 Mi,N.FF =437.5 pIP�LI
COVER. -- -
ELEVATION: 425.15' ,� STA. 2-105.85; EN 'aPoi< TE ROAD _z
- - - - - - - - �W 10' PRIVATE` SANITARY
SITE. 01 SEWER AND WATER
SET PK NAIL 20' f NORTHEAST OF BRICK WALL EASEMENT
2.5'S OF TBC (12TH STREET), 11' W OF GAS METER
°W Ia3 7
ELEVATION: 437.56' '� I SSMH JU TWEB
SANITARY SEWER STUB TABLE
LOT LOCATION LENGTH I.E. SLOPE
REDMOND _AVE NE
1 STA:2 +97.5; 80.31T 17' 428.31 2.07
2 STA:2 +47.4; 8.5.81T 22" 428.16 2.07
3 STA.1 +81.4; 83.01T 22' 427.90 2.07
4 STA: 1 +02.3; 68.1'LT 29' 427.80 2.07
5 STA:0 +77.5; 63.41T 42' 427.86 2.07
PRIVATE ROAD
6 STA: 0 +97.0; 67.4RT 59' 432.51 207
7 STA: 1 +354 20.5RT 13' 431.79 207
8 STA: 1 +15 0; 18 5'LT 27' 431.97 2-OX
9 STA: 2 +13 0, 21.01T 29' 432.50 2_0Z
10 .STA -2 +39.2, 10.4'LT 23' 432.45 207
11 STA:2 +41.0; 8.0'RT 16' 432.31 207
12 STA:2 +10.0; 20.5RT 1 13' 1 432.16 1 2.07
�70' = R7VA'E STORM-,
ORA7'v.Al•� EASEMENT
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.cFWrF, EASEME "7-11
II /
0 PROPOSED STORM MANHOLE SECTION 4, TOWNS
23N, RANGE 5E,
FOUND MONUMENT,
0 PROPOSED SEWER MANHOLE INCASED
i4 PROPOSED GATE VALVE
} PROPOSED FIRE HYDRANT
. PROPOSED BLOW OFF
23 PROPOSED WATER METER
EXISTING PAVING RECOANuMIDED FOR APPROVAL
PROPOSED PAVING TRENCHING NOTES ����/� /
By: %- Cdi» Date:
-RW- RIGHT OF WAY LINE FILL AND COMPACT THE ROADWAY PRISM TO FINISH GRADE
PRIOR TO EXCAVATION FOR THE INSTALLATION OF THE By: Date: u
- -EL- - EASEMENT LINE SANITARY SEWER MAIN.
-PL- PROPERTY LINE ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF
RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. By: Date
-440- EXISTING CONTOUR Date -
W W T -z %� �0: By:
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1
(26' NE T.
PRIVATE 14TH ST
pPOpB��P,E F
I" V0A
1 2� - 5
I
i TRACT A°
e 1 Cep' STORM F'ONQ
POWERI
` TOWER,
NORTH 114 CORNER OF
SECTION 4, TOWNSHIP
23N, RANGE 5E,
FOUND TACK '.': LEAD
3.3
WEST 1/4 CORNEF, OF- q . S89 '79 '27 "E 5790.24'
SECTION 4, TOWNSHIP q 2300.52' 2672.09' 4 3
23N, RANGE 5F, - - -
3" BRASS DISC WITH 5 1306.05' 1306.04'
"X ", INCASED EAST 114 CORNER OF
SEC77ON 4, TOWNSHIP
23N, RANGE 5E,
FOUND MONUMENT,
INCASED
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SITE
4 1312.79' 1372.79 4 3
g S89'00'23 "E 2625.58' 9 10
SOUTH 1/4 CORNER OF NORTHEAST 12TH STREET SOUTHEAST CORNER OF
SEC17ON 4, TOWNSHIP SECTION 4, TOWNSHIP
23N, RANGE 5E, 23N, RANGE 5E,
FOUND MONUMENT, FOUND DISK WITH
INCASED INCASED
HORIZONTAL CONTROL DIAGRAM
6" MIN. _ F6" MIN.
6* MIN. 6' MIN.
1/2 BLIND FLANGE AS DAM 1/2 PLUG AS DAM
D-1-P. TEE CL50
MLENGTH OP DUCTILE. IRON
PIPE (GLASS 50) TO SIXJD TOPICAL HE I- 2' MIN. ONE LENGTH OF DUCTILE IRON
MARING m1EN SPAN t -- MANHOLE PIPE (CLASS 50) TO SOLID
5 MIXES THAN 4'. 6" MIN. BEARING MHEN SPAN
Is MORE THAN
FLEXIBLE MNT
-10INT E I
aNT
3ACKHLL l BACKHLL D M
.OMPACTED MATERIAL < COMPACTED MATERIAL
\S DIRECTED BY / s 6" MIN- As DIRECTED BY
:NGNEER. J// I I o I �� ENGINEER.
D.I.P. II.50 6' MIN. -I
mW MIN. 4
SHACKLE RODS r
CEMENT CONCRETE LlASS C POURED IN PLACE
:LAENT
SS CCBLOCKM:E90' BEND
SOURED IN PLACE (TYTON U -651)
DROP CONNECTION FOR SANITARY SEWERS
N.T.S.
�IW
Qls
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51 EXIST. EP
DO// - /F�,1 /.�/ +.0 ,1..... -.,iE 842.73 3
lo
EXIST. EP
' RW N: 2954.47501
1 E: 7625.18725
s-3o4301 SOUTHEAST CORNER OF
SECTION 4, TOWNSHIP
23N, RANGE 5E,
FOUND DISK WITH
PUNCH, INCASED
CURVE TABLE
NO. DELTA RADIUS LENGTH
C1 28'57'78' 100.00 50.54
APPLICANT:
KBS X, L.L.C.
12505 BEL -RED ROAD 11212
BELLEVUE, WA, 98005
PHONE: (206) 623 -7000
WIML
AL
rOR APPROVED EQUAIL SAALL BE INSTA_._ "' .,;; . .
BO BELL AND SPIGOT ENDS OF EACR IF DROP PIPE LENGTR EXCEEDS 5 FEET 1 bII�I -E SPACING °
STEEL EXPAN- ' �
X90' BEND
3/4 THE DIAMETER OF
WE DGMNSTREAM PIPE
INSIDE DROP CONNECTION TO 60' MANHOLE
NTS
O Centre 33639 9TH AVENUE SOUna
N FEDERAL WAY, WA 98003
Pointe (253) 661 -1901
5 6
v Surveying
JOB NO. 1059
F
�A19�12
BASIS OF BEARING
TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS)
LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A
CONVERGENCE ANGLE OF 059'56.822" COUNTER - CLOCKWISE WAS
APPLIED AT AN "X" SET IN A 3" DIAMETER BRASS DISK IN A
MONUMENT CASE AT THE INTERSECTION OF NORTHEAST 12TH
STREET AND MONROE AVENUE NORTHEAST. MONUMENT IS THE
SOUTH QUARTER CORNER OF SECTION 4, TOWNSHIP 23 NORTH,
RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH GRID COORDINATES
AMERICAN DAPJM 19831991 WERE FOUND TO BEE 786406.967 % 1308734.226 AT THAT POINT.
THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF
0.999984454 AND THE GRID SCALE FACTOR OF 0.999999424 WAS
APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES.
CITY OF RENTON
E>EPARTMENT OF PUBLIC. WORKS
SANITARY SEWER
EXTENSION PLAN
DMGNM !-AB DATE 08/02/02 FIE NO.
DRAWN PJP
CHECKED
1 =40 FE7D BOOK PACE
APPROVED 7 _OF 12
CD . - 3e,c731 SCANNED MAR 2'.8 2003
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TRENCHING NOTES
FILL AND COMPACT THE ROADWAY PRISM TO FINISH GRADE
PRIOR TO EXCAVATION FOR THE INSTALLATION OF THE
SANITARY SEWER MAIN.
ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF
AND STREET OVERLAY DETAIL
RENTON TRENCH RESTORATION
LEGEND
- EXIST. POWER POLE
60 EXIST. STREET LIGHT
" 1
EXIST TV RISER
-'i EXIST. STREET SIGN
l7 EXIST. MAIL BOX
W
LC, EXIST. GAS VALVE
�L Z
EXIST. GAS POST
O
EXIST. SEWER MANHOLE
IN EXIST GATE VALVE
53 EXIST. WATER METER
O EXIST. WATER BLOW OFF
0 EXIST. 3'r.4 "x4" GONG. R.O.W. POST
EXIST. ROCKERY
❑--- - EXIST. WOOD FENCE
C -O EXIST. CHAIN LINK FENCE
LE
- -� EXIST WIRE FENCE
PROPOSED MONUMENT
PROPOSED CATCH BASIN
N: 3
E SI
SOU,
�70' = R7VA'E STORM-,
ORA7'v.Al•� EASEMENT
-_ L - - - � �.r- i I
-- - - - - --
------------
I �
�IR
�\G�QO��
I
" PuBI f" .SANI" ` y
.cFWrF, EASEME "7-11
II /
0 PROPOSED STORM MANHOLE SECTION 4, TOWNS
23N, RANGE 5E,
FOUND MONUMENT,
0 PROPOSED SEWER MANHOLE INCASED
i4 PROPOSED GATE VALVE
} PROPOSED FIRE HYDRANT
. PROPOSED BLOW OFF
23 PROPOSED WATER METER
EXISTING PAVING RECOANuMIDED FOR APPROVAL
PROPOSED PAVING TRENCHING NOTES ����/� /
By: %- Cdi» Date:
-RW- RIGHT OF WAY LINE FILL AND COMPACT THE ROADWAY PRISM TO FINISH GRADE
PRIOR TO EXCAVATION FOR THE INSTALLATION OF THE By: Date: u
- -EL- - EASEMENT LINE SANITARY SEWER MAIN.
-PL- PROPERTY LINE ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF
RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. By: Date
-440- EXISTING CONTOUR Date -
W W T -z %� �0: By:
.?
W
1
(26' NE T.
PRIVATE 14TH ST
pPOpB��P,E F
I" V0A
1 2� - 5
I
i TRACT A°
e 1 Cep' STORM F'ONQ
POWERI
` TOWER,
NORTH 114 CORNER OF
SECTION 4, TOWNSHIP
23N, RANGE 5E,
FOUND TACK '.': LEAD
3.3
WEST 1/4 CORNEF, OF- q . S89 '79 '27 "E 5790.24'
SECTION 4, TOWNSHIP q 2300.52' 2672.09' 4 3
23N, RANGE 5F, - - -
3" BRASS DISC WITH 5 1306.05' 1306.04'
"X ", INCASED EAST 114 CORNER OF
SEC77ON 4, TOWNSHIP
23N, RANGE 5E,
FOUND MONUMENT,
INCASED
J
N `U
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j w o w w
� 0 0
o Z Z
o z
SITE
4 1312.79' 1372.79 4 3
g S89'00'23 "E 2625.58' 9 10
SOUTH 1/4 CORNER OF NORTHEAST 12TH STREET SOUTHEAST CORNER OF
SEC17ON 4, TOWNSHIP SECTION 4, TOWNSHIP
23N, RANGE 5E, 23N, RANGE 5E,
FOUND MONUMENT, FOUND DISK WITH
INCASED INCASED
HORIZONTAL CONTROL DIAGRAM
6" MIN. _ F6" MIN.
6* MIN. 6' MIN.
1/2 BLIND FLANGE AS DAM 1/2 PLUG AS DAM
D-1-P. TEE CL50
MLENGTH OP DUCTILE. IRON
PIPE (GLASS 50) TO SIXJD TOPICAL HE I- 2' MIN. ONE LENGTH OF DUCTILE IRON
MARING m1EN SPAN t -- MANHOLE PIPE (CLASS 50) TO SOLID
5 MIXES THAN 4'. 6" MIN. BEARING MHEN SPAN
Is MORE THAN
FLEXIBLE MNT
-10INT E I
aNT
3ACKHLL l BACKHLL D M
.OMPACTED MATERIAL < COMPACTED MATERIAL
\S DIRECTED BY / s 6" MIN- As DIRECTED BY
:NGNEER. J// I I o I �� ENGINEER.
D.I.P. II.50 6' MIN. -I
mW MIN. 4
SHACKLE RODS r
CEMENT CONCRETE LlASS C POURED IN PLACE
:LAENT
SS CCBLOCKM:E90' BEND
SOURED IN PLACE (TYTON U -651)
DROP CONNECTION FOR SANITARY SEWERS
N.T.S.
�IW
Qls
0
ZI°
1�
J
I
I;a.�ll�cwauc - I
51 EXIST. EP
DO// - /F�,1 /.�/ +.0 ,1..... -.,iE 842.73 3
lo
EXIST. EP
' RW N: 2954.47501
1 E: 7625.18725
s-3o4301 SOUTHEAST CORNER OF
SECTION 4, TOWNSHIP
23N, RANGE 5E,
FOUND DISK WITH
PUNCH, INCASED
CURVE TABLE
NO. DELTA RADIUS LENGTH
C1 28'57'78' 100.00 50.54
APPLICANT:
KBS X, L.L.C.
12505 BEL -RED ROAD 11212
BELLEVUE, WA, 98005
PHONE: (206) 623 -7000
WIML
AL
rOR APPROVED EQUAIL SAALL BE INSTA_._ "' .,;; . .
BO BELL AND SPIGOT ENDS OF EACR IF DROP PIPE LENGTR EXCEEDS 5 FEET 1 bII�I -E SPACING °
STEEL EXPAN- ' �
X90' BEND
3/4 THE DIAMETER OF
WE DGMNSTREAM PIPE
INSIDE DROP CONNECTION TO 60' MANHOLE
NTS
O Centre 33639 9TH AVENUE SOUna
N FEDERAL WAY, WA 98003
Pointe (253) 661 -1901
5 6
v Surveying
JOB NO. 1059
F
�A19�12
BASIS OF BEARING
TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS)
LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A
CONVERGENCE ANGLE OF 059'56.822" COUNTER - CLOCKWISE WAS
APPLIED AT AN "X" SET IN A 3" DIAMETER BRASS DISK IN A
MONUMENT CASE AT THE INTERSECTION OF NORTHEAST 12TH
STREET AND MONROE AVENUE NORTHEAST. MONUMENT IS THE
SOUTH QUARTER CORNER OF SECTION 4, TOWNSHIP 23 NORTH,
RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH GRID COORDINATES
AMERICAN DAPJM 19831991 WERE FOUND TO BEE 786406.967 % 1308734.226 AT THAT POINT.
THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF
0.999984454 AND THE GRID SCALE FACTOR OF 0.999999424 WAS
APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES.
CITY OF RENTON
E>EPARTMENT OF PUBLIC. WORKS
SANITARY SEWER
EXTENSION PLAN
DMGNM !-AB DATE 08/02/02 FIE NO.
DRAWN PJP
CHECKED
1 =40 FE7D BOOK PACE
APPROVED 7 _OF 12
CD . - 3e,c731 SCANNED MAR 2'.8 2003
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