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ALLOWABLE PIPE MATERIALS
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)
' fl
l
TRACT C
475
470
465
460
455
450
Ca12 Wafcinp Days Before You Ob
811
M.wrMoRwN
DRIVEWAY APPROACH PER
DETAIL ON SHEET DT -01 (NP.)
;or
17 \:
A PORTION OF THE SE 1/4 OF SECTION 32, TOWNSHIP 23N., RANGE 5E, KING COUNTY, WASHINGTON
;ICI
MATCH LINE STATION EQUATION
STA. 20 +00.00 = STA. 4 +00.00
(SEE SHEET RD -03)
C��
CUN
�00 m0
��
hV-
V-
_ °
CD0
(D(0 00
(O CO
(I0- 0
�0
"�
EN
04
SURVEYED:
464.55
1 EARLY CLEJIF" St OAIIDMIG MnM SUNdrX
CL INT'X.
PVI STA: 21+43.38
DESIGNS
- - --
2 PLAN CHANGE #1
STA. 20 +56.96, ROAD
A/B
PVI ELEV: 461.94
20 +83.37
3 PLAN CHANGE #2
AT CUL -DE -SAC
4
DAN. Q
LP STA: 21+50.37
4 W"M SUBMI17TAL
=LEV: 468.08
.4
CHECK
Z �
ol \
o� �
OQI \
o ::)I \
o I
+ "
co qt W 1 53 LF, 12"0 SD
O Q Z O S =5.55%
a:�o
wool
=o•�I
�o(nl
O
WoW1
WNZI
�Q
J 1 63 LF, 12 "0 SD
= 1 O S= 7.989
DUI
�I
QI
�1
1
i
1
QB 14a PfPE 2 -4$ "� I
TG =467.2 7
IE= 462.27 12 "0 SE
IE= 462.27 12 "0 NE
IE= 462.27 12 "0 W
20 +00
CONSULTING ENGINEERS I 1
33400 8th Avenue South ( ® I I I
Suite 205
Federal Way, WA 98003 RMOWL SW (253) &W-4113
www.esmcivil.com EVERM c425> "7 -"W
Civil Engineering Land Surveying Land Planning
Public Works I Project Management I Landscape Architecture
ESM JOB #258- 044 -013
ROAD B
(MINOR ARTERIAL)
STA. 22 +05.77, 13.00' LT.
3 -12 UNIT NEIGHBORHOOD
MAILBOX, SEE DETAIL ON
THIS SHEET
t�
PROPOSED SEWER
II
II
...
.... ..........II
to
II LO
II No
= I Ctrl p
W
II w
II W=
7 II Z Cn
W
LU
II
=W
IU"
II �
II Q
.......
.._... I
F
II
27
NOTE:
LOTS 9 -15 ROOF DRAINS
CONNECT IN THE REAR OF
THE LOTS
00� ��
�N
V_
��
��
O00
ISO
(00 0
0(0
(O CO
o0
�0
"�
EN
04
SURVEYED:
464.55
1 EARLY CLEJIF" St OAIIDMIG MnM SUNdrX
EN
PVI STA: 21+43.38
DESIGNS
- - --
2 PLAN CHANGE #1
ESM
/'14
PVI ELEV: 461.94
20 +83.37
3 PLAN CHANGE #2
Emm
4
DAN. Q
LP STA: 21+50.37
4 W"M SUBMI17TAL
,m
.4
CHECK
24
LP ELEV: 464.79
BY
DATE APPR
°VED
25
STA. = 21 + 67.39,
K: 13.31
RT.
465.17
26
STA. =22 +40.39,
13.00'
LVC; 175.00
467.55
27
STA. =22 +68.39,
13.00'
RT.
0 00 N
11700 Or-:
LO to M ./
+ +�
O N
N EXISTING GRADE O N w_
PROPOSED GRADE O
n .` -- - tin
142 LF, 18 "0 SD O S =0.50%
x-25 LF, 18 "0 SD
O S =0.52%
B #9. TYPE 1 L
W/ THRU CURB INLET
BI- DIRECTIONAL VANED GRATE
TG= 464.54
IE= 459.54 18 0 E
IE= 459.54 18 "0 S
B 3 TYPE 2-48"0 ICB # 10 TYPE 1 L
W/131- DIRECTIONAL VANED GRATE W/ THRU CURB INLET
TG= 464.46 BI- DIRECTIONAL VANED GRATE
IE= 458.83 18 "0 N TG= 464.54
IE= 459.33 12 "0 E IE= 460.17 12 "0 N
IE= 458.83 18 "0 SW IE= 460.57 6 "0 E
IE= 459.67 18 "0 W
152 LF, 12 "0 SD O S =1.39%
475
0
0
L6
470
N
N o
. Q
Q �
465
(1) w
WW
z
MEI
J
_ w 460
U"
Q
455
450
(D CURB Fi TABLE
BCR
1/2 �
ECR
STATION
21+00
ELEV,
22 +00
13.00' LT.
471.86
- - --
- - --
470.42
20 +27.87
�, ♦ ♦
0 FM SUM&ffAL
EN
04
SURVEYED:
464.55
1 EARLY CLEJIF" St OAIIDMIG MnM SUNdrX
EN
4
DESIGNS
- - --
2 PLAN CHANGE #1
ESM
/'14
465.01
20 +83.37
3 PLAN CHANGE #2
Emm
4
DAN. Q
C 1 Q
4 W"M SUBMI17TAL
,m
.4
CHECK
24
NO. REVISION
BY
DATE APPR
°VED
475
0
0
L6
470
N
N o
. Q
Q �
465
(1) w
WW
z
MEI
J
_ w 460
U"
Q
455
450
(D CURB Fi TABLE
BCR
1/2 �
ECR
STATION
OFFSET
ELEV,
20 +00.00
13.00' LT.
471.86
- - --
- - --
470.42
20 +27.87
35.56' RT.
468.98
p =77'96'61 " R- 28.50' L- 38.78'
O CURB F LT ABLE
BCR
1/8 p
1/4 p
3/8 p
1/2 p
5/8 p
3/4 p
7/8 p
ECR
STATION OFFSET ELEV.
20 +27.87
35.56' LT.
468.98
- - --
- - --
467.68
__ --
- - --
466.33
- - --
- - --
465.13
__ --
- - --
464.55
STA. = 21 + 37.50,
___
464.58
- - --
- - --
464.71
__ --
__ --
465.01
20 +83.37
31.52' LT.
465.15
A= 204'92'58" R= 41.50' L= 148.43'
O CURB F TABLE
BCR
1/2,6
ECR
STATION
OFFSET
ELEV.
20 +83.37
31.52' LT.
465.15
- - --
- - --
465.33
20+99.49
13.00' LT.
1 465.51
p= 61032'93" R= 28.50' L= 30.51'
t�.
I
i
KEY MAP
.F--- CB #3
LP =464.46
1' -4" �( 2' -7" MAX. MIN. 5' -0" CLEAR WIDTH
L
I
I - -- I
1
MOUNT ON PEDESTAL PRC
WITH N.D.C.B.U. UNIT.
3�8" X FULL DEPTH
E PANSION JOINT
SIDEWALK
SEE NOTE N0.2
SIDE VIEW
i7tOpf VIEW
NEIGHBORHOOD MAILBOX UNIT
LL
I . =2 °'
SCALE:
1 =5 VM.
20 10 0 20 40
CONTOUR INTERVAL: 2'
DRIVEWAY APPROACH TABLE
LAST
STATION -
OFFSU
-
ELEVATION
10
STA. =22 +37.70,
13.00'
LT.
467.41
11
STA. = 21 + 63.90,
13.00'
LT.
465.05
12
STA. = 21 + 37.50,
13.00'
LT.
464.67
13
STA. = 20 +81.72,
40.24'
LT.
465.11
14,15,16
STA. = 20+ 64.91,
71.46'
LT.
464.47
17
STA. = 20 +55.02,
74.25'
LT.
466.86
24
STA. =21 +36.39,
12.98'
RT.
464.61
25
STA. = 21 + 67.39,
13.00'
RT.
465.17
26
STA. =22 +40.39,
13.00'
RT.
467.55
27
STA. =22 +68.39,
13.00'
RT.
469.24
)K SEE DRIVEWAY DETAIL F -004 ON SHEET DT -01
NOTE:
1. SEE SEC. 5.04. KCRS.
2. INSTALLATION OF N.D.C.B.U. INCLUDING
CONSTRUCTION OF BASE WILL BE DONE
BY THE U.S. POSTAL SERVICE.
SCALE_ VERTICAL MVD,%8
HORIZONTAL: NAD 1983/1991 �"
C1 TY 0
RENTON
ONE INCH DATUM
AT FULL SCALE Planning /Building /Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
NOT TO SCALE
1 11�
�HOR BOLT PATTERN
N.D.C.B.U. PEDESTAL
PLATE.
NOTE NO.2
CHECKED FOR COMPLIANCE TO CITY STANDARDS
GREENLEAF
ROAD AND STORM PLAN AND PROFILE
UTILITY PERMIT #14004398
DRAVA NG ND:
RD -02
SHEET: OF:n
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