HomeMy WebLinkAboutLarge FormatINV EL = 360.46' 1; 0 GRAPHIC SCALE
30 0 15 30 60
� •--- - --may.,_, _. _ __. _
PROPOSED SANITARY /
SEWER PUMP STA TION ( IN FEET )
i inch = 30 ft.
INV EL = 362.2 +' 12 "0
~---- 9 5 - ! N 14 CORNER SEC 3-23-5
'-" 6 2 8, t..,Q 0 1 " IRON PIPE
. r1c tA'�..� Z)uSAS: 56
a 77.37' _
Q) 184. 96
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6-0.00
-50.00
!
i
I 3I I 1 , I 1 \ \ 13, 950 sq. ft.
F-- - - - - -I -� 7 V I 1 7 V o 7 t I 6,764 sq.ft.
! CIO"
I I lob b I^ I \
INV EL = 3711. 1 � 120 ! '�! I 5,625 s. f.5,J81�p 6, 05?_ s. f. _ _ J I \
r� � � s. f. .� � ._ -
�? ' 9 '
1 5,501 s. f. 1 ^+ 4, 7;)0 s. f. .� 4, 667 s. f. I I I 1 \ /
o I �, I I Ic� \ �-- - - - - - 88 2925" E
�?' ! c,7 - - - - -J L ---- - ---J -
C6. L4 56. ' _,L 12
I
50 8,818 s. f. !
34.82' 5' . 0o' 17. 03' C14 L 6�qjjjjllll
6+
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35. 9 17. 0 c2 Oil
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o °;! � � °c� fo � j �_ _ J\\ �\- - - - - - - - -
! 4, 500 s. f. I 4, 525 s. f. 4, 762 s. f. 0 5, 056 s. f. 1d d q 45,268 ! s�
! s. f. I q ! 9 ( I I 5, 311 s. f. 1 UJ 5, 092 s. f. I o 9 �� ' 1
I I I I I ! I I I 5,521 s. f. r� I
5,515J �---------- - - - \
-----------, \-------------
60. 00 50. 09' 50. 00' 00'
ill'
17
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EX CB _
RIM EL = 398.6�'
INV EL = 395.70'
INV EL = 404.62' 12 "0
FOUND 3/16" BRASS PLUG
IN CONCRETE. AT THE INTER. CF
NE 24th STREET & UNION AVE NE
(31
99) .0�
LEGAL DESCRIPTION
THE NORTH 264 FEET OF THE NORTHWEST QUA R TER OF GOVERNMENT L 0 T 4,
SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY,
WASINGTON,
EXCEPT THE tYEST 30 FEET FOR ROAD (132ND AVENUE SE)
i.
SUS' VEY NOTES:
INSTRUMENT.' NNON TOTAL STATION DTM-A10L(3
(5 SECOND INSTRUMENT).
IvfETHOD USED: FIELD TRAVERSE WITH ACTUAL
FIELD MEASUREMENTS AND ANGLES
WAC 332-130-070
DATE OF SURVEY. MARCH 1999
BASIS OF BEARING: WEST LINE OF TEE NW 1/4
C) SEC 3-2J-5 (N 015559" E)
• BENCHMARK: CITY OF RENTON MON #1838;
3/16" BRASS PLUG IN CONCRETE MON IN
rn rJ CASE AT THE INTERSECTION OF NE 24th
STREET & UNION A VE NE.
ELEVATION = 456. 63' (139.18M)
DEVEL 0PE;,':
O WNER:
.S.
BRENT ROLLINS
ARTHUR WELLS
HBR ENTERPRISES, INC.
5 AZALEA DRIVE
P. 0. BOX 951
APALACHIN, NY
SUM,NER, WA 93 380
APPLICANT:
MIKE DAVIS
DAVIS CONSULTING GROUP,
LL C
1 °
900 MERIDIAN AVENUE EAST
/I9-3I3
_.
'! n
MIL TON, WA 98354
PHONE (253) 874-0694
h
LAND SURVEYOR
o
MOUNIR TOM TOUMA, PL S
TOLIMA ENGINEERS & LAND
SURVEYORS
6632 SOUTH 191 ST PLACE,
SUITE E102
KEN T, WA 98032
PHONE (425)251- 0665
PLA T DA 7 A
TOTAL AREA - - - - - - - - - - - - .3.81 ACRES
ZONE - - - - - - - - - - - - - - - - - R8
NUMBER OF LOTS - - - - - - - - - 21 LOTS
R/W AREA - - - - - - - - - - - - - 0.59 ACRES
TRACT "A" -DETENTION TRACT - 4800 SF
LINE TABLE
LINE
LENGTH
BEARING
L1
6.39
N8448'13"E
L2
14.92
N84 48'13"E
L3
14.77
S8829 25"E
L 4
15.14
S8829 25 "E
L 5
8.66
N84'48'13"E
L 6
1 12.64
N84 48'13"E
CUR VE- TABLE
CURVE
LENGTH
RADIUS
1
39.09
25.00
2
26.34
225.00
3
20.48
175.00
4
22.39
25.00
5
46.59
55.00
6
35.00
55.00
7
20.13
55.00
8
35.00
55.00
00
55.00
10
J5, 00
55.00
11
64.59
55,00
12
22,J9
25,00
li
26.34
225.00
14
20.48
175,00
15
39.45
25.00
5KH (% fT #3
1:, ,v E=LOPt,,lENT PL!`.i
CITY OF RENTON
.lUrta n 1 i�s�
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JOB NO. 739-005-991
DESIGNED MT
RAWN MT
COMP. DT
CHECKED MHT
DATE MAY 1999
DWG. N0. 73905PP
W 1/4 CORNER SEC 3-23-5
FOUND 3" BRASS DISK W/ 7"
IN CONCRETE. AT TEE INTER. OF
NE 20th STREET & UNION AVE NE
c 3/99)
m
0 OF 5 SHEETS
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PROPOSED SANITARY
SEWER PUMP STA TION
ASprIALT CovE
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CL
- N88 20'24 "W - -
IW '+ 157.21 -
35.19 50. 17.40 C2
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4, 500 f.
5, 268 s. f Irn 4,525 s. f.
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NOT PLAITED I ��
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RIM EL - 398.60
II INV EL = 395.10' -
I� 032305 - 915 -
MCFARLING L !ANIEL J.
� I � W I �\I�• 9636 132N0 AV. SE
�Q � IFT
0
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O v I II 032305-9006-00
DYKEMAN, R9BERT E.
Z. 0030. 00' 41 10 NE. 25- TH PL.
O �
W o j INV EL=404.62' 12"0
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TAX LOT 13
NOT PLA TTED
342405-9131-00
BROWNING GERALD
9550 132ND AV. SE.
032305-9271
KLIMOVITSCH, WERNER A. & BONNEY L.
4140 NE. 25TH PL.
342405- 9065-00
COOK, JAY D. Og
13407 SE 95TH WAY 3Qj2
P �
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7,3
\ 73,950 sq. ft.
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119.73'
i
\�6� -
--- - - - --- 882925 E
'2
8, 818 s. f.
I
1
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------ �
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9, 007 s. f.
I
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--------- - - - ---
------ - - - - -Lv- 00.1 rv_----�
10
8, 688 s. f.
FOUND REBAR & CAP
ON LINE
U�
L
032305-9166
PADGETT, ALAN H.
4200 NE. 25TH PL.
040
�0
X
� 3
L�
032305- 9272
DELOS SANTOS ORENCIO
4206 NE. 25TH PL.
LEGAL DESCRIPTION
_ . . - . . _ - -. . _ _ . - - - - -1 . - . . - . , i . - - / i ]A rl Tr rl ^ r /1 /-I i I r r) A I 1 A r- A I -r I n -r A
GRAPHIC SCALE
30 60
/ ( IN FEET )
1 inch = 30 ft.
/342405-9147-02
HARRIS, JERRY LEE
13419 SE 95TH WAY
,� 1
0
N 114 CORNER SEC 3-23-5
1" IRON PIPE
S 88 2925" E
SURVEY NOTES:
o INSTRUMENT. NIKON TOTAL STATION DTM-A10LG
o (5 SECOND INSTRUMENT).
METHOD USED: FIELD TRAVERSE WITH ACTUAL
FIELD MEASUREMENTS AND ANGLES
WAC 332-130-070
^ DATE OF SURVEY. MARCH 1999
Q) BASIS OF BEARING: WEST LINE OF THE NW 114
O SEC 3-23-5 (N 0155'59" E)
BENCHMARK: CITY OF REN TON MON #1838;
3116" BRASS PLUG /N CONCRETE MON /N
CASE AT THE INTERSECTION OF NE 24th
N STREET & UNION AVE NE.
ELEVATION = 456. 63' (139. 18M)
-J
PLAT DATA
DEVELOPER.
3RENT ROLLINS
HBR EI"' TERPRISE, , INC.
c1.1vAJFR; WA 985 30
A awl //"' A h/T•
/ %IAlA /rM.
ARTHUR WELLS
5 AZALEA DRIVE
MIKE DA VIS
DA VIS CONSUL TING GROUP, L-'
900 MERIDIAN A VENUE EAST 771'19-313
MIL TON, WA 98354
PHONE (253) 874-0694
1 A A In C` I/ M 1 /C' \//i i7
MOUNIR "TOM" TOUMA, PLS
TOUMA ENGINEERS & LAND SURVEYORS
6632 SOUTH 191 ST PLACE, SUITE E102
KEN T, WA 98032
PHONE (425)251- 0665
032305-9197
HUDSON, MICHAEL A.
2626 WHITMAN AV. NE.
TOTAL ARI.-A------------
ZONE- _ ---------- ------
NUMBER C'F LOTS---------
R/W ARE/, - - - - - - - - - - - - -
TRACT "A'-G%ETENTION TRACT -
LINE TABL F
LINE LENGTH _ BEARING
L 1
6.39
N84 48'13 E
L2
14.92
N8448'13"F
L3
L 4
L 5
L 6
14.77
15.14
8.661
12.64
S88 2925"E
S88 29 25 "E
N84'48'13'E
N8448'13 E
3.81 A CRES
R8
21 LOTS
0. 59 ACRES
4nuG Sr
CUR VE- TABL E
CURVE
LENGTH
RADIUS
1
39.09
25.00
2
26.34
225.00
3
20.48
175.00
4
22.39
25.00
5
46.59
55.00
6
35.00
55.00
7
20.13
55.00
8
35.00
55.00
9
35.00
55.00
10
35.00
515.00
11
64.59
55.00
12
22.39
25.00
13
2 34
.00
14
1 20,48
1 175.00
15
1 39.45
1 25.00
Z
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,10B NO. 739-005-991
"DESIGNED MT a
Y
CHECKED MHT
DATE MAY 1999
DWG. NO. 73905PP
Sf IEETS
FOa DESCRIPTION/DATE 1,6YJ
NV EL = 360.46' 120
�— INV EL = 362.29' 12 "0--
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RIM EL = 398.60
IN V EL = 395.10'
INV EL=404.62' 12"0
30�
w/
GRAPHIC SCALE
60
( IN FEET )
1 inch = 30 ft.
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26 - 39 PER, CEN T
GRAPHIC SCALE
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7 976'. 77 '
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DRAWN MT
COMP. D T
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DATE MAY 1999
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INV EL = 350.46' 120
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RIM EL = 398.60
INV EL = 395.10'
INV EL=404.62' 12"0
ON SITE GRADING QUANTITIES
5,340 CY CUT
3,450 CY FILL
GRAPHIC SCALE
30 60
( 1N FEET )
1 inch = 30 ft.
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DATUM ELEV
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HIGH POINT ELEV = 428.98
HIGH POINT STA = 5+57.89
PV1 STA = 5+00 PV1 STA = 5+50
PV1 ELEV = 431.88
A. D. _ —23.75
K = 4.21
-
IVV. VV Vl.i
PV1 STA = 3+00
PV1 ELEV = 397.50
PV1 STA = 2+0(J A.D. = 8.15 0
0 0
N
LOW POINT ELEV = 381.66 PV1 ELEV = 391.90 K 12.27 +
Lo
N
LOW POINT STA = 1+18.53
PVI STA
= 1+Jo
K=
10.64
v
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PV1 ELEV
= 381.4
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K =
1.76
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