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PVI STA = 0+33.46
PVI ELEV = 118.29
A.D. = -13.00
K = 1.54
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INV=115.63 (12"ADS-
110
100
DATUM ELEV
80.00
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PORTION OF THE N.W. 7/4, OF SEC. 32, TWN 24 N., RGE 5 E., W.M.
CITY OF RENTON, VVASHINGTON
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STA. 1+47, 71T.
CB# 2, TYPE 11-72"
W/
LOCKING VANED GRATE
RIM=1D0.812-
INV=
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TA. 1+82, 6'LT
ROAD A
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OCKING GRATE
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AT EDGE OF BUFFER
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STA. 1 +96, 2'LT ��
CB# 4, TYPE II-72" �� t
STA. 1+82, 61T W/ LOCKING GRATE o
CB# 3, TYPE II-72" RIM=93.aQ j4 /
W/ LOCKING GRATE INV=4al,50 (4--�36' _
45,1� RIM=96-88 Y.�4W1 jL!J �e•, ` 8s .
INV= 92.50gL,5g 1 ®N
W/ 6.4 SUMP �0cv
-SEE DETAIL
12' GRAVEL ACCESS
ROAD ® 15% MAX.
STA. 1+47, 71T
CB# 2, TYPE II-72" �96r-
W/ LOCKING VANED GRATE
RIM=100.92
INV=98.Ge
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W/ 6.4' SUMP
1 1/2" HDPE SEWER PRESSURE cz�
LINE FOR LOT 4 w
20' PAVED ACCESS LL_
120'-4" D.I. CL52 WATERLINES z
26' PRIVATE ACCESS/UTILITY EASEME�°��
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PARCEL # 3224059041
STA. 0+75 `a�z
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-END 6" PVC GRAVITY SEWER SERVICE d
-BEGIN 1 1 /2" PVC HDPE PRESSURE LINE tip°
6" PVC GRAVITY
SEWER SERVICE LINE
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EX.8'SEWER
❑
100 SEWER MANHOLE CATCH BASIN
RIM=116.13 RIM=117.93
INV=102.43,8'CONC E INV=115.63,12"ADS S
' INV=102.38,8"CONC W
STORM MANHOLE
5 -12 SD RIM=118.69
>� o INV=114.44,8"CONC E
INV=113.39,18"CONC E
INV=113.39,18"CONC W
INV=113.59,12'ADS N
90
2+00
110
STA. 1+96, 2'LT
CB# 4, TYPE II-72"
W/ LOCKING GRATTA�
RIM=95.w q-014 1
INV=84,-% (*%36")
SYMBOL LEGEND
® SURVEY MONUMENT
09 SURVEY MONUMENT FOUND
® SURVEY MARKER FOUND
6� co� EXISTING
a o0 CB# 5, TYPE II— 6O" 0 GAS METER
W/ LOCKING GRATE
50' BUFFER RIM=91.00 o MAILBOX
e�° INV= 81.50 (36")
S1�, UTILITY POLE
TREES TO BE SAVED THE ❑ CATCH BASIN
� a
-g�REMAINDER WILL BE Oo STORM MANHOLE
CED 8 C REMOVED 0 SEWER MANHOLE
9 ® WATER METER
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4" a �� �� PRIVATE M WATER VALVE
00 DRAINAGE STA. 1 +49, 5 RT
o i EASEMENT END 4" WATERLINE FIRE HYDRANT
/ ; 'CEDA 8„FIR ��� ` °1-2" BLOWOFF PER C.O.R. QW WATER MANHOLE
j-% -,12"FI 8„FIR `Q STD DETAIL NO. B105
4 1 2"FIR
W/ THRUST BLOCKING (D DECIDUOUS TREE AS NOTED
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10"MAPLE -6"C AR �� ��MAPLE TREE
" ARC_ # 32240,�p9916 c
1 F 10 �p �$ W CEDAR TREE
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r 12"FIR
" I Y V R00-Df2AIN ' FIR TREE
® 0. T ,12.63' 2"CEDAR PINE TREE
' �P' 159.99 o"CEDAR
___ , 0 _ ALDER TREE
• p 16"FIR
5PR C7 6"APPLE M �112- 1-FIRE HYDRANT ASSEMBLY PROPOSED
PER C.O.R. STD. DETAIL B102
D E EASEMENT O IM114 1-8"x6" TEE (FL) 0 PROPOSED WATER METER
1-8" ADAPTER (FLxMJ) ■ PROPOSED CATCH BASIN
NE WA O 1-6" GATE VALVE (FLxMJ)
I 18"FIR J�1ET S FOR SHED 1-4'f 6" D.I. CL52
SLOT 3 2, 4 C° W 118— C 1-8%4" REDUCER (FLxMJ)
R
18"FIR 26 DA R
6"CE
N
10
W/ THRUST BLOCKING
NOTES
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B
ILDING
1. ALL BUILDINGS TO BE
C .
109I.
o' ;C„FIR
PARCEL # 3224059081
REMOVED.
J FIR
HOUSE
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APPROXIMATE LOCATION OF
2. A SEWER GRINDER PUMP
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FF=119.5
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EX. SS STUB TO BE USED
SYSTEM SHALL BE
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FOR LOT 2 (REPLACE TO
CONSTRUCTED FOR LOT
28"CEDAR
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R/W LINE)
4, TO BE DESIGNED
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AND APPROVED WITH
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NEW 6"PVC
LOT 4 BUILDING
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DIAR HANG
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SS STUB ® 2% IN.
PERMIT.
0 8ER E o GRAVEL
20"FI
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WATER METER
S 88e49 55 E 159.99
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TO BE USED FORLOT 1
� "FIR
36"CEDAR
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WOOD FENCE22"C
24"C
oa 7, 20 6 28„
_AqEDGE
-D.I. CL.52 -
- -
FOUND MON - -
EDGE OF ASPHALT
SEWER MANHOLE
N 40TH ST.
RIM=122.81
„
INV=109.61,8 CONC S
2R METER
WATER
1
INV=109.56,8'CONC W
FNEW OR
STORM MANHOLE
RIM=122.91
1-12"x8" TAPPING TEE (FL)
INV=117.91,18"ADS S
1-8" TAPPING GATE VALVE (FLxMJ)
INV=117.91,18'ADS W
CATCH BASIN
-RIM=118.66
W/ THRUST BLOCKING
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INV=115.66,8"CONC W APPROXIMATE
1
LOCATION OF
W
EXISTING
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SCALE 1" = 30'
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26' PRIVATE Q
ACCESS/UTILITY
3' f EASEMENT
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N27TH ST.
.EN
VICINITY MAP
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SURVEY NOTES
BASIS OF BEARING
THE SOUTHWEST SECTION LINE OF
SEC.32-24-5
BEARING S 89'03'55" E
DATUM NAVD 88
BENCH MARK
CITY OF RENTON NO. 526
TOP OF HARD NAIL 2 FEET EAST OF
CENTERLINE INTERSECTION OF PARK AVENUE
NORTH AND NORTH 33RD PLACE
ELEVATION=182.09
INSTRUMENTATION
INSTRUMENT USED: 5 SECOND ELECTRONIC
DISTANCE MEASURING UNIT. FIELD SURVEY
CONTROL WAS BY CLOSED TRAVERSE LOOPS,
MINIMUM CLOSURE OF LOOPS WAS 1:22,000, IN
ACCORDANCE WITH WAC 332-130-090.
LEGAL DESCRIPTION
THAT PORTION OF GOVERNMENT LOT 1, SECTION
32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M., IN
KING COUNTY, WASHINGTON, DESCRIBED AS
FOLLOWS:
BEGINNING AT THE NE CORNER OF SAID
GOVERNMENT LOT,
THENCE ALONG THE EAST LINE THEREOF,
SOUTH 1'42'13" WEST 674.35 FEET;
THENCE NORTH 88'48'58" WEST 955.66 FEET,
THENCE SOUTH 12'49'30" WEST 264.57 FEET,
THENCE SOUTH 53'55'46" EAST 416.57 FEET TO
THE TRUE POINT OF BEGINNING.
THENCE SOUTH 1'11'02" WEST 162.58 FEET TO THE
SOUTH LINE OF SAID GOVERNMENT LOT;
THENCE ALONG SAID LOT LINE NORTH 88'48'58"
WEST 160 FEET;
THENCE NORTH 1'11'02" EAST TO
A POINT WHICH BEARS NORTH 53'55'46" WEST
FROM THE TRUE POINT OF BEGINNING;
THENCE SOUTH 53'55'46" EAST TO THE
TRUE POINT OF BEGINNING; EXCEPT THAT PORTION
THEREOF WITHIN SOUTHEAST 84TH STREET.
3' THICKENED EDGE I OWNER/DEVELOPER: RECOMMENDED
7' 10' BASIC VENTURES FOR APPROVAL
18211 240TH AVE. SE
MAPLE VALLEY, WA 98038
8q s2%_ 1�(iBy
e
ENGINEER/SURVEYOR: By
Jil-
BAIMA & HOLMBERG, INC.
a 100 FRONT STREET CHECKED FOR COMPLIANCE
41-ISSAQUAH, WA. 98027 TO CITY STANDARDS
4" COMPACTED DEPTH CLASS 'B' ,� L
ASPHALT CONCRETE �;�+' �'GS DATE —
U
ti
6" COMPACTED DEPTH CRUSHED ROCK { t � gUPR DATE
WA AVOID CUTTING UNDERGROUND DATEQ�
FIRM SUBGRADE, ADDITIONAL GRAVEL k -° O 7l
UTILITY LINES. IT'S COSTLY
BASE MAY BE REQUIRED DEPENDING ON ';� " LANS ARE "'rA\ G ,tt TiLr
SOIL CONDITIONS AND +�'NF )N SHOWN ,aN, � I NOTE:
ROAD A ACCURATELY REFa S EXISTINQ � ti
CQNDITIONS ,n_-- OF TH6 f before you EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY
PRIVATE ACCESS/UTILITY EASEMENT SECTION IDA�j - / 11332 E SHALL TI THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
�i � � � ' �1�� ,�.�'' D EXACT VERTICAL; AND HORIZONTAL LOCATION OF ALL EXISTING UNDER—
N.T.S. �iO.,���l SSIONAL 1 g• GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
wl ;e 4 u P F-_ _,MB RG L5 332 HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
EXPIRES 11/30/06 1-800-424-5555 NOT SHOWNLL BEFOREIEYOUODIG:H0 1-800-424-5 OP5ER LOCATION.
UNDERGROUND SER-1 AAO.VICE (USA}
RCANNEDQCT 27700F J-.. Ear 7