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CB 9
TYPE /
STA. 11 *28, 2. 5'L T
60' EXIST. RL
STA„ 10*14, 17.25RT
R/M 455. 91 (MATCH EX.)
12" /E 452.27
f
STA. 1 *00 =
STA. 10f00. DO
INSTALL NEW CURB, GUTTER AND
SIDEWALK FRONTAGE IMPROVEMENTS
SEE SECTION SHEET C4.02 .i.
rl
T)PE 1,
STA. 8*74, 17.25PT
RlM 452 6f (MATCH EX.)
12" IL- 449.05
66 8
TYPE /, W/ SOLID LID
STA. 84-27, 1'L 7-
RIM 450.65
12" lE 447. U
REMOVE EXIST. PIPE BETWEEN
CB 8 AND CB 5 AND REINSTALL
PER THIS PLAN. CONTRACTOR SHALL
VERIFY EXISTING UTILITY CONFLICTS
PRIOR TO CONSTRUCTION.
CB 5
TYPE 1, W/ SOLID LID
STA. 8f0? 17RT
INSTALL OVER EXIST. PIPE
R/M 450.2f (MA TCH EX.)
EX. 12" IE- 447.55 (SE) (VERIFY)
NEW 12 " IF 447.55 (N & Jjdlrl►)
)UNU J.. HNAS5
JRFACE DISK W/PUNCH
10'
IOLF 6" PVC
c
u
7
11w
W
N
SCALE: 1" = 20'
0 10 20 40
DA TUM: CITY OF RENTON - NA VD 1988
BASS OF BEARINGS
SOUTHEAST CORNER AND SOUTH, QUARTER CORNER OF SEC.
10-2.3--5 PER KCAS SUBD/VISION ALONG THE SOUTH LINE OF
SAID SECTION.
BENCHMARKS:
PT11852 = .3" BRASS .SURFACE DISC. IN THE
INT NE 4TH ST. (S.E. 128171 ST.) & 148/7/
AVE S.E.
EL. 454.77 OR (1,38.614 METERS)
PT1210.3 = BROKEN BRASS SURFACE DISC. IN
THE IN S.E. 128TH ST & 156TH A VE S.E.
EL. 547.94 OR (167.01J METERS)
NOTES:
ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF
RENTON TRENCH RESTORATION AND OVERLAY DETAIL.
R_4
?1904
PROPERTY LINES & LOT NUMBERS
OF HONEYBROOKE DI V. III
(NOT RECORDED)
A ios iw�tor
lob
tl^
10 zsiI2aoS
OFf f E141
�hEr;le4
8LF 6" PVC
' PR/VA TE STORM
ESM'T
.` f
0
5'
13, A'
T JpC� ` -
C70
P
00 SURFACE 1 _ O J W/PUNCH DISK �zw;� DESIGN
/�� Q. CITY OF RENTON ENGINEERING PLANNING SURVEYING
660.66 - l� - N.E dTHSTREET N88°21'09"W 2642.56 (KCAS) N88°21'09"W 2642.66 (MEAS. BASIS OF BEARINGS)CONTROL PT. N0. 1���
15 N86° - -
1982.00 ) (
00'23"w — - -
'8.81
(MEAS - -- FOUND 2 1 /2" BRASS SURFACE
p CISK W/PUNCH
RENTON CONTROL MON. NO. 1851
N88°22'10"W (CALC) 2623.87 (MEAS)
°' N8822I / (RENTON)
ROAD & STORM DRAINAGE PLAN
HONEY BROOKE PHASE V
SCANNED APR 2 2
03044C4.01