HomeMy WebLinkAboutR-372914A PORTION OF THE NW 114 OF SECTION 29, TWP. 23 N., RGE. 5 E, KING COUNTY, WA
ce #15, TYPE 1 HIGH AVE S
STA 13 +56.23, 12.22' LT SEE SHEET RD -05
YD /
TG =45074 CL INT'X o /\ CL INi'X
5 IE= 446.24, 6'0 6 STA 13 +71.19, S 28TH STREET CL 15 +40.70, S 28TH STREET
= STA. 5 +00.00, ACCESS ESM'T
�,r = STA. 2 +59.49, HIGH AVE S
6 "0 S.D. f3 0.5R MIN. 7 DRIVEWAY APPROACH PER
(TYP) DETAIL ON SHEET DT -01 \ CL I T'X
3378100060 TA 15 +68.54, S 28TH STREET
GG 8 \ =STA. 3 +00.00, HIGH AVE S
TC- 451.26
IE= 448.03, 6 "0 CO END SIDEWALK IMPROVEMENTS
1 TG =451.92 s STA. =15 +80.63, 21.50' LT.
3' MIN. (TYP.) IE= 448.54, 6'0 \
a Z v N O
_ I ax o END ROADWAY IMPROVEMENTS O CONNECT TO EXISTING PAVEMENT 0 -- - - - - -- - - -
0 1 STA. =15 +79.25, AT CL
IIAG -EWER -
o
a - - --
_ r - --
_
F- --- - - - -I- ° _I� 14 +On 5 -mss S 5 s
LU r - - =. S �� p s - EXISTING CONC. SIDEWALK
LU 2 z r_ -L- 231 LF 12 "0 5 p n _ PROPOSED A WATER N APPROX 25' WIDE
M -
,
J
1 I I 14
1
W 2 1 - - _ - -� 15 +06 �a _ S 28TH ST
-- - 5 - - - - `�iL��- _ I M RESIDENTIAL ACCESS) +
13
vQr: r � �siD _ 1:
F __ Go _ _..�...... EW =__
1 L TG- 450.13 TG= 451.36
44
1 IE= 6.05, 6 "0 IE- 447.36. 6'0 .........
I IE= 447.36, 60 .
CO.-
CB #14, TYPE 2 -48 "0 TG= 452.20
IE= 448.13, 6 "0
STA 13 +56.23, 11.22' RT CB #18 10' PRIVATE JOINT J
SEE SHEET # D -06 UTILITY ESM'T. (TYP.)
i
18 17 13 JOINT UTILITY TRENCI
26' PRIVATE ACCESS (TYP.)
AND PUBLIC
UTILITY ESM'T. 12
(SEE SHEET RD -06)
ACCESS EASEMENT
N
7
d
465
O
O
cr
cr T I
� Q 1
W
WWI
m
F
WJ
m -- -
445
440
Call 2 Workitp Days Before YOU C%
IMWe.��Loaiancer&w
00,L1rAD,0RWA)
S 28TH STREET
(RESIDENTIAL ACCESS)
ING GRADE ® ¢
GRADE ®Ok -x
...........
.....
CB #18, TYPE 1
STA 15 +61.04, 12.22' RT
9
STA 2+59149, HIGH AVE S
EV: 453.011 i
r
� I i
205 LF_12 "0 SD
0 S= 1.4�17-
EXIS'TWGiSEWER
15
50.06
45.37 12I "I0 S
45.87 6 -i N
IE= 445.25 120
E
EXISTING
PAVEMENT
EXISTING
APPROX
CONC. SIDEWALK
2 5' WIDE
0 N
...........
.....
CB #18, TYPE 1
STA 15 +61.04, 12.22' RT
9
STA 2+59149, HIGH AVE S
EV: 453.011 i
r
� I i
205 LF_12 "0 SD
0 S= 1.4�17-
EXIS'TWGiSEWER
15
50.06
45.37 12I "I0 S
45.87 6 -i N
IE= 445.25 120
E
OFFSET
-
IE= 445.25 12i
0 N
STA. =13 +21.28,
13.00'
IE= 445.25 1210
SE
6
STA. =13 +69.09,
IE= 445.25 1210
W
450.29
7
13 +40 13 +80
14 +20
LT.
450.97
ALLEY N
STA. =15 +40.70,
® 39000 BIII Avenue SouM
LT.
452.83
s "IM 30=
STA. =15 +65.90,
13.00'
F"Eerel Way, WA 98003
_
12
www.esmcivil.com
Eio.i)
RT,
CFiI FaglmwlM LaM Sun..IM
waw waa I a"1«, B,n"B«n.nl I
IoM fbnnM i
Iona =w awn «w,.
STA. =14 +25.53,
ESM JOB #1670- 004 -013
r
1 D SIDEWALK IMPROVEMENTS
STA =15 +78.90, 21.50' RT.
1 I� J
1 _J
DRIVEWAY APPROACH TABLE
LOT #
STATION -
OFFSET
-
ELEVATION
5
STA. =13 +21.28,
13.00'
LT.
449.50
6
STA. =13 +69.09,
13.00'
LT.
450.29
7
STA. =14 +16.63,
13.00'
LT.
450.97
ALLEY N
STA. =15 +40.70,
13.00'
LT.
452.83
ALLEY S
STA. =15 +65.90,
13.00'
RT.
453.21
12
STA. =14 +76.70,
13.00'
RT,
451.87
13
STA. =14 +25.53,
13.00'
RT,
451.10
14
STA. =13 +71.19,
13.00'
RT,
450.29
17
STA. =13 +42.66,
13.05'
RT. 1
450.17
* SEE DRIVEWAY DETAIL 2 -030 ON SHEET DT -01
(SEE SHEET RD -05) ALLOWABLE PIPE MATERIALS
HIGH AVE S R=3 7Z 914 1 REINFORCED CONCRETE PIPE
2. DUCTILE IRON (WATER SUPPLY, CLASS 50 OR 52)
3. SOLID WALL POLYETHYLENE PIPE (SWPE; ALSO
KNOWN AS HDPE PIPE OR HOPP)
4. CORRUGATED POLYETHYLENE PIPE (CPEP)
STA. 15+{79.25, AT
ELEV. = 1453.67
DO
SCALE: l-20' HORIZ.
1' =5' VERr.
L eelL
20 10 0 20 40
NOTES:
1. SEE SHEET RW -01 FOR HORIZONTAL CURVE DATA
2. EXISTING DRY UTILITIES SHALL BE REMOVED OR
RELOCATED BY THE APPROPRIATE UTILITY COMPANIES
AND COORDINATED WITH THE CONTRACTOR. NOTIFY
THE ENGINEER OF ANY DISCREPANCIES.
3. CONTRACTOR SHALL RECORD ANY FIELD DEVIATION
FROM THE ENGINEERING PLANS. THESE RECORDS
SHALL BE KEPT ON CONSTRUCTION DRAWINGS AND
TURNED OVER TO THE ENGINEER UPON COMPLETION
OF THE PROJECT.
4. STREET NAME SIGNS AND STOP SIGNS TO BE
INSTALLED PER CITY OF RENTON STANDARDS G012 &
G013. FINAL LOCATIONS TO BE DETERMINED DURING
CONSTRUCTION BY THE CITY. SIGNS WILL NEED TO
BE INSTALLED PRIOR TO AS- GUILTS AND COMPLETION
OF CONSTRUCTION.
S. ALL TRENCH RESTORATION SHALL BE PER THE
CURRENT CITY OF RENTON TRENCH RESTORATION
AND STREET OVERLAY DETAIL
6. STORM DRAINAGE MAINS SHALL BE VIDEOED
FOLLOWING INSTALLATION. VIDEO TO BE PROVIDED TO
CITY INSPECTOR.
7. PROVIDE ETHAFOAM PAD WHEN VERTICAL SEPARATION
IS LESS THAN 1 FOOT.
465
450
B 18 TYPE 1 _ _. CHECKED FOR COMPLIANCE TO CITY STANDARDS
- - - - - - -- l .�j Z�-
TG= 453.15 _ -- _ --
IE= 448.14 2 "0 SE
IE= 448.14 2 "0 W
14 +60 15 +00 15 +40 15 +80
0 FIRST SUBMITTAL ESM 2/11/14 gAPPR w9.EVm: srac uxrsneu: xm ,993 05/12/201,
1 SECOND SUBMITTAL ESM 4/15/14 1���, BO'MWlA W➢ � ���� �ft CITY OF LaRosa
° efo ROAD AND STORM PLAN AND PROFILE "°BOOK
2 MYIAR SUBMITTAL ESM /12/14 RENTON
°
LPAY,II: DORM M
°t�'� DATUM RD -04
Q1�� a,v.. eroc Planning /Building /Public Works Dept.
6 IqT pE IMN
W*' NO. REVISION BY DATE a ° ^� �"""L01m'""y .: M:
14 33
C.1z�' R - 3 -7 aq i
uTy
l J
r
m a �1+
a D
1
N