Michaels Landing Civil Plans 091824PO
B
o
x
1
2
6
9
0
Ol
y
m
p
i
a
,
W
A
9
8
5
0
8
36
0
.
7
0
5
.
2
4
7
4
o
f
f
i
c
e
ww
w
.
o
l
y
e
n
g
.
c
o
m
CHRI
M.
M
E
RS
T
R
I
T
HOT
EP
R
re
SCALE: 1 "=30 FEET
0 15 30 60
BASIS OF BEARING: WASHINGTON STATE PLANE
COORDINATES, SOUTH ZONE, NAD 83/91 BASED
ON GPS TIES TO THURSTON COUNTY
MONUMENTS "YELM-2" AND "7656".
VERTICAL DATUM
NA VD 88
BASED ON GPS TIES TO THURSTON COUNTY
MONUMENT "YELM-2", ELEV = 337.96 NAVD 88
SEC 20, TWP 17N, RGE 2E, W.M.
GENERAL NOTES CONSTRUCTION NOTES
1. SEE SHEETS C1.2 & C1.3 FOR EROSION CONTROL DETAILS
AND NOTES.
2. SEE CONSTRUCTION STORMWATER POLLUTION PREVENTION
PLAN (C—SWPPP) FOR ADDITIONAL INFORMATION.
3. ADJACENT ROAD(S) SHALL BE SWEPT DAILY IN ORDER TO
PREVENT TRACK OUT. MORE FREQUENT SWEEPING MAY BE
NEEDED DEPENDING ON THE SITUATION.
STAGING AREA NOTE
CONTRACTOR IS RESPONSIBLE FOR SECURING A STAGING
AREA(S) AND FOR PROVIDING ANY NEEDED TEMPORARY UTILITY
SERVICES TO THE STAGING AREA(S).
CONSTRUCTION SEQUENCE
1. MARK CLEARING LIMITS
2. INSTALL TEMPORARY EROSION CONTROL BMPS
3. EROSION CONTROL INSPECTION BY CITY OF YELM AND
OLYMPIC ENGINEERING
4. DEMOLITION AND CLEARING
5. GRADING
6. UTILITY CONSTRUCTION
7. HARD SURFACE (E.G. ROADS, SIDEWALKS) CONSTRUCTION
10. SOIL AMENDMENTS
11. FINAL SITE STABILIZATION (MULCHING, HYDROSEEDING, ETC.)
AND LANDSCAPING
O1 INSTALL TEMPORARY SILT FENCING (BMP C233) DOWN SLOPE
OF CONSTRUCTION ACTIVITIES AS NEEDED TO CONTAIN ANY
SEDIMENT RUNOFF FROM THE PROJECT AREA.
O2 INSTALL STORM DRAIN INLET PROTECTION (BMP C220) IN
EXISTING AND NEW CATCH BASINS THAT MAY RECEIVE
SEDIMENT RUNOFF FROM CONSTRUCTION ACTIVITIES. THIS
INCLUDES EXISTING RECEIVING CATCH BASINS WITHIN 500' OF
THE PROJECT SITE.
O3 UTILIZE EXISTING GRAVEL DRIVEWAY AS A TEMPORARY
CONSTRUCTION ENTRANCE (BMP C105) (PROVIDE QUARRY
SPALLS AS NEEDED). CONSTRUCT PARKING/STAGING AREAS
(BMP C107) AS NEEDED. LOCATION SHOWN IS FOR REFERENCE
ONLY AND MAY BE ADJUSTED BY CONTRACTOR AS NEEDED.
O4 CONSTRUCT TEMPORARY CONCRETE WASHOUT AREA (BMP
C154). THE WASHOUT AREA SHOULD HAVE SUFFICIENT VOLUME
TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY
THE MAXIMUM ANTICIPATED WASHOUT FOR TWO WEEKS. THE
LOCATION SHOWN IS FOR REFERENCE ONLY AND MAY BE
ADJUSTED BY CONTRACTOR. REMOVE AND PROPERLY DISPOSE
OF WASTE CONCRETE AS NEEDED.
O5 SAWCUT, REMOVE, AND DISPOSE OF EXISTING ASPHALT AS
NEEDED FOR INSTALLATION OF THE PROPOSED WATER PIPE.
"CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG"
OSAWCUT AND REMOVE/GRIND EXISTING ASPHALT FROM EXISTING
ROAD CROWN TO EDGE OF EXISTING PAVEMENT. SAWCUT 12" IN
FROM EXISTING EDGE OF ASPHALT ALONG PROPOSED ROADWAY
TAPERS. SEE CANAL RD SE SEC11ON A —A DETAIL ON SHEET
1.8 FOR REFERENCE.
O7 DEMOLISH AND DISPOSE OF FENCING, CONCRETE, GRAVEL
DRIVEWAYS, UTILITIES, SIGN, ETC. RETURN "NO PARKING" SIGN
TO CITY.
O8 CONSTRUCT TEMPORARY SEDIMENT POND (BMP C241) PER PLAN
AND DETAIL ON SHEET C1.2.
ODECOMMISSION EXISTING WELL PER ECOLOGY REQUIREMENTS.
10 REMOVE EXISTING SEPTIC DRAINFIELD PER THURSTON COUNTY
AND WSDOH REQUIREMENTS. LOCATION OF DRAINFIELD IS
UNKNOWN.
11 EXISTING TELEPHONE VAULT AND POWER POLES TO BE
RELOCATED. COORDINATE WITH RESPECTIVE UTILITY COMPANY.
Z
0
Ln
w
ui
Q
0
0
Z
z
0
0
z
Z
_
z
<
Q
J
co)
J
Lu
:2
Q
Ld
0
LL_
O
U
O
H
zz
Oa
va
0
0
yF
Oj
WO
W
>.
X a
ao
oc z
o
ILLu
O N
M O
II
U
U Y 00
r
m
r
m
w
23.
m 0
w
U J
Li
W
w = U
Q
0
0 U (n
0
NER M lo�j
`y�-
� y
37401 w4
ORAL ECG
E
m v
0 E
o
cn
o m ,z�- °
Q I-,
v
N N � •�
ran a
o a
m o °
�0
CL m
fu
a
-a
Z
2 J
W
W
�
Z
ONE
w
O Z >
W U
JOB NUMBER:
23011
DRAWING NAME:
23011 _TESC
CIA
SHEET: 2 OF 19
PO
B
o
x
1
2
6
9
0
Ol
y
m
p
i
a
,
W
A
9
8
5
0
8
36
0
.
7
0
5
.
2
4
7
4
o
f
f
i
c
e
ww
w
.
o
l
y
e
n
g
.
c
o
m
CHRI
M.
M
E
RS
T
R
I
T
HOT
EP
R
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
PO
B
o
x
1
2
6
9
0
Ol
y
m
p
i
a
,
W
A
9
8
5
0
8
36
0
.
7
0
5
.
2
4
7
4
o
f
f
i
c
e
ww
w
.
o
l
y
e
n
g
.
c
o
m
CHRI
M.
M
E
RS
T
R
I
T
HOT
EP
R
PO
B
o
x
1
2
6
9
0
Ol
y
m
p
i
a
,
W
A
9
8
5
0
8
36
0
.
7
0
5
.
2
4
7
4
o
f
f
i
c
e
ww
w
.
o
l
y
e
n
g
.
c
o
m
CHRI
M.
M
E
RS
T
R
I
T
HOT
EP
R
PO
B
o
x
1
2
6
9
0
Ol
y
m
p
i
a
,
W
A
9
8
5
0
8
36
0
.
7
0
5
.
2
4
7
4
o
f
f
i
c
e
ww
w
.
o
l
y
e
n
g
.
c
o
m
CHRI
M.
M
E
RS
T
R
I
T
HOT
EP
R
PO
B
o
x
1
2
6
9
0
Ol
y
m
p
i
a
,
W
A
9
8
5
0
8
36
0
.
7
0
5
.
2
4
7
4
o
f
f
i
c
e
ww
w
.
o
l
y
e
n
g
.
c
o
m
CHRI
M.
M
E
RS
T
R
I
T
HOT
EP
R
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
PO
B
o
x
1
2
6
9
0
Ol
y
m
p
i
a
,
W
A
9
8
5
0
8
36
0
.
7
0
5
.
2
4
7
4
o
f
f
i
c
e
ww
w
.
o
l
y
e
n
g
.
c
o
m
CHRI
M.
M
E
RS
T
R
I
T
HOT
EP
R
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
PO
B
o
x
1
2
6
9
0
Ol
y
m
p
i
a
,
W
A
9
8
5
0
8
36
0
.
7
0
5
.
2
4
7
4
o
f
f
i
c
e
ww
w
.
o
l
y
e
n
g
.
c
o
m
CHRI
M.
M
E
RS
T
R
I
T
HOT
EP
R
PO
B
o
x
1
2
6
9
0
Ol
y
m
p
i
a
,
W
A
9
8
5
0
8
36
0
.
7
0
5
.
2
4
7
4
o
f
f
i
c
e
ww
w
.
o
l
y
e
n
g
.
c
o
m
CHRI
M.
M
E
RS
T
R
I
T
HOT
EP
R
PO
B
o
x
1
2
6
9
0
Ol
y
m
p
i
a
,
W
A
9
8
5
0
8
36
0
.
7
0
5
.
2
4
7
4
o
f
f
i
c
e
ww
w
.
o
l
y
e
n
g
.
c
o
m
CHRI
M.
M
E
RS
T
R
I
T
HOT
EP
R
PO
B
o
x
1
2
6
9
0
Ol
y
m
p
i
a
,
W
A
9
8
5
0
8
36
0
.
7
0
5
.
2
4
7
4
o
f
f
i
c
e
ww
w
.
o
l
y
e
n
g
.
c
o
m
CHRI
M.
M
E
RS
T
R
I
T
HOT
EP
R
100
SIGN
3/8" TO
1/2" R.
3/8"3/8"
3/8
"
T
O
1/2
"
R
.
A
PO
B
o
x
1
2
6
9
0
Ol
y
m
p
i
a
,
W
A
9
8
5
0
8
36
0
.
7
0
5
.
2
4
7
4
o
f
f
i
c
e
ww
w
.
o
l
y
e
n
g
.
c
o
m
CHRI
M.
M
E
RS
T
R
I
T
HOT
EP
R
PO
B
o
x
1
2
6
9
0
Ol
y
m
p
i
a
,
W
A
9
8
5
0
8
36
0
.
7
0
5
.
2
4
7
4
o
f
f
i
c
e
ww
w
.
o
l
y
e
n
g
.
c
o
m
CHRI
M.
M
E
RS
T
R
I
T
HOT
EP
R
PO
B
o
x
1
2
6
9
0
Ol
y
m
p
i
a
,
W
A
9
8
5
0
8
36
0
.
7
0
5
.
2
4
7
4
o
f
f
i
c
e
ww
w
.
o
l
y
e
n
g
.
c
o
m
CHRI
M.
M
E
RS
T
R
I
T
HOT
EP
R
PO
B
o
x
1
2
6
9
0
Ol
y
m
p
i
a
,
W
A
9
8
5
0
8
36
0
.
7
0
5
.
2
4
7
4
o
f
f
i
c
e
ww
w
.
o
l
y
e
n
g
.
c
o
m
CHRI
M.
M
E
RS
T
R
I
T
HOT
EP
R
PO
B
o
x
1
2
6
9
0
Ol
y
m
p
i
a
,
W
A
9
8
5
0
8
36
0
.
7
0
5
.
2
4
7
4
o
f
f
i
c
e
ww
w
.
o
l
y
e
n
g
.
c
o
m
CHRI
M.
M
E
RS
T
R
I
T
HOT
EP
R
PO
B
o
x
1
2
6
9
0
Ol
y
m
p
i
a
,
W
A
9
8
5
0
8
36
0
.
7
0
5
.
2
4
7
4
o
f
f
i
c
e
ww
w
.
o
l
y
e
n
g
.
c
o
m
CHRI
M.
M
E
RS
T
R
I
T
HOT
EP
R
PO
B
o
x
1
2
6
9
0
Ol
y
m
p
i
a
,
W
A
9
8
5
0
8
36
0
.
7
0
5
.
2
4
7
4
o
f
f
i
c
e
ww
w
.
o
l
y
e
n
g
.
c
o
m
CHRI
M.
M
E
RS
T
R
I
T
HOT
EP
R
²