HomeMy WebLinkAboutWWP2703292.1NE 1/4 OF THE NW 1/4 SEC 15 TWN 23 N., RG 5 E. WM
Il
••' _ 1�►:
LOT
STORM
SANITARY
DRAIN
SEWER
1
410.0
404.0
2
410,0
405.5
3
410.0
405.5
4
410.0
405.0
5
410.0
405.0
6
410.0
404.5
S 1/4 SEC 15-23-5
T 1 OF KSCSP �c2�G
REC NO. �303160c22
LEGEND
LL
I t"3 '. 1, 4, v�Q P I FH FIRE HYDRANT
nc® Arnecc .�-� I a 8o I I �° Q�� i WV WATER VALVE
EXISTING TREE (SIZE & TYPE AS NOTED)
EXISTING TREE TO BE REMOVED (SIZE
& TYPE AS NOTED)
TREE TYPE:
A = ALDER
C = COTTONWOOD
D = DECIDIOUS
F = FIR
M = MAPLE
CR MON #1851 SURFACE '" ® s ..`T;i`t ; ' ' ` ® '-s
R
BRASS MON WITH °°X�� 9 --— — — — — —
®
93.08
a J l __ — — — _ — --- .3W
\ ♦ / l ' 4']
E =` .`� 1~ I I ST'A, 0+5fi 20_—FiT
ao i> wi a`r'/ ( % ; fey
SAw"s R MH 2 i 402
� , � '; �� � �� I `� J, "RIM 410.00
IE �99.115
N'",,. I — I ! c _! ' I IE=399.5 I' Q
�¢
i I �' s `- STA 0+32a 5; RT pper'
I SAN SEWER aifl�.,. 1
/� ', '' RIM — ..:08.$0 I
U7 ,✓^"� 5 !r%,+, �. ,r '/.,���V 't z'�"i '`� ty,`'/ t.24E'''� t ai
cm 00
ww �„ <v b
i i .,^; \� y: ' \fit n z vR_._a/T .3- 63/0 w A
Q /
en m
_ e
I t
/ / -. i
..ri..�Sa q 4 - .
EN 7:7
'OM dCM
k
UF
4 i / -
.i CD
0..
j
/ s e
Z II t 4^ .,\% e- /,
"
4
s r✓ "p p Q
_ o B O
E 86. "5' "
- > e / a
.H �,
e
NO
GE PAVEMENT
AVEWENT
oo W �iwv 2" WADER 'PAIN o
tea; , REUSE 8t MATCH EX 35 LF o STORM DRAIN
' — — — — _ �' �- —. — ---- -- —. — _ � — _.... z� �8" PVC SS 0 1.00% (FIELD VERIFY) '� oil Pa
12 WATER MAIN .........— — — ..— ®..d.._ — ...... — .
0+50 +00 N00"38 01 "E 1 +50 2+00 — —
"0+o STA 0+00 — CENTER EASEMENT + -± .....
® STA 0+92.65 - DUVALL AVE NE ...J .....237 LF � 8" PVC SAN SEWER 8" SAN SEWER �
i NW COR SEC 15-23-5 r'� DUVALL AVENUE NE ® " SD
CR M O N #1503 FOUND mF-�.�...-�--.�.�._,,........;�, �...._�....�..,�.��,..M..�.,�.,._.�µ_„._...w�,..�......�,...�.....�._......���.,.
1/4" PIN IN CONIC MON�—
U FFi r
WITH CASE (2/17/05)
_SAN SEWER i .. .. CB
SAN SEWER
Rig - t 7,9 L�07 3 Off KSCOP C�77��C0 -
IE = 398,66 (S,E) RIM = 407.11 RIM = 405.9
REC NO. 77810M032 IE = 403.3— 12" (S) IE = 395.02N(N.S,W)
IE = 403.40 — 12" (E)
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
i UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION.
;am I k AXA111 Ll I � - - m LY-1
-
Civil Engineering and Consulting
John J. Pfttman, P.E. 12819 SE 38th Street, #169
Betlevue, WA 9111006
(426) 662-7226
m
10JST
ION 44.
EXPIRES: 10/14/06
I
BASISBASIS OF BEARINGS
' OF NW 1/4 OBENCHMARK
F SEC 15-23-05 INTERSECTION NE 4TH STREETOF
RENTON MON #1851 SURFACE BRASS
• •: Ar •: •
1
REVISED PER CITY COMMENTS
JJP
12-6-05
JJP
g D' BOYD
5mqL
horn 1" = 2
vent 1" = 5'
2
REVISED PER CITY COMMENTS
JJP
01-13-06
JJP
J,1P
3
REVISED PER CITY COMMENTS
JJP
02-21 —06
JJPMIMI
TLR
ONE INCH
CHEMMDo
JJP
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
NO.
REVISION
BY
DATE
APPR
ArPw4 :
VERTICAL.' NAVD 1988
HORIZONTAL- NAD 1983/1991
DATUM
'\\�F
i� ,z CITY OF
mJL RENTON
Planning/Building/Public Works Dept.
nglTogy"ig 1
FOR APPRO
BY I
BY
BY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
_ a Date
r� ,
Date'
MB SHORT PLAT
278 DUVALL AVENUE NE
SEWER PLAN
12-2-05
SCANNED MAY i 1 Z006