SB-TT5 APPROVED CIVIL PLANS 2025-04-02C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
EV
EV
EV
EV
EV
EV
E
V
E
V
EV
C
C
C
C
C
C
C
C
C
C
C
C
INDEX:
JOB:
SHEET:
AGENCY NO.
OF
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
DE
S
I
G
N
E
D
B
Y
:
SC
A
L
E
:
DA
T
E
:
VH
EN
G
I
N
E
E
R
S
TE
L
:
3
6
0
.
9
4
3
.
1
5
9
9
F
A
X
:
3
6
0
.
3
5
7
.
6
2
9
9
OL
Y
M
P
I
A
,
W
A
9
8
5
0
6
39
1
0
M
A
R
T
I
N
W
A
Y
E
,
S
U
I
T
E
B
HA
T
T
O
N
SU
R
V
E
Y
O
R
S
PA
N
T
I
E
R
ha
t
t
o
n
p
a
n
t
i
e
r
.
c
o
m
GO
D
A
T
AN
D
RE
V
I
S
I
O
N
S
:
DA
T
E
:
TA
H
O
M
A
T
E
R
R
A
C
O
M
M
E
R
C
I
A
L
50
A
P
O
R
T
I
O
N
O
F
T
H
E
N
W
1
/
4
O
F
T
H
E
S
W
1
/
4
A
N
D
T
H
E
N
E
1
/
4
O
F
T
H
E
SW
1
/
4
S
E
C
T
I
O
N
2
4
T
O
W
N
S
H
I
P
1
7
N
O
R
T
H
,
R
A
N
G
E
1
E
A
S
T
,
W
.
M
.
JE
G
/
B
S
N
AD
B
SE
P
T
.
2
0
2
3
CP
M
H:\DGN\22-000\22-005\CDs
22-005
CITY OF YELM
MERIDIAN HORIZONTAL DATUMVERTICAL DATUM
NGVD 29 PER T.C.H.P.N. #1252BM
BASED ON THRUSTON COUNTY HIGH PRECISION
NETWORK CONTROL POINT NO. 1252BM, 3" BRASS
CAP AT THE NW CORNER OF THE INTERSECTION OF
YELM HIGHWAY AND KILLION ROAD
ELEVATION = 246.39 (NGVD)
DATUM DATUM
22-005 cov.dwg
TP
N
#
7
8
6
4
0
0
0
0
0
1
2
,
7
8
6
4
0
0
0
0
0
1
0
CI
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Y
C
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M
E
N
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S
12
/
1
3
/
2
3
PLAT OF TAHOMA TERRA PHASE 2, DIVISION 2 UNDER
AUDITOR'S FILE NO. 4620459
99
5
5
T
A
H
O
M
A
B
L
V
D
S
E
,
Y
E
L
M
,
W
A
9
8
5
9
7
14
7
8
8
B
E
R
R
Y
V
A
L
L
E
Y
R
D
S
E
,
Y
E
L
M
,
W
A
9
8
5
9
7
CI
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C
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E
N
T
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3/
7
/
2
4
CO
V
E
R
S
H
E
E
T
TAHOMA TERRA COMMERCIAL
9955 TAHOMA BLVD SE, YELM, WA 98597
14788 BERRY VALLEY RD SE, YELM, WA 98597
PROJECT PROPONENT
TAHOMA TERRA HOLDINGS, LLC
PO BOX 73790
PUYALLUP, WA 98373
1
080 80 16040
SCALE: 1" = 80'
1"
=
8
0
'
N/
A
TA
H
O
M
A
B
L
V
D
S
E
B
E
R
R
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A
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L
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R
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E
N
HATTON
GODAT
PANTIER
VICINITY MAP
93rd Ave SE
Ki
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Longmire St SE
Du
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5
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7
S
E
SW Berry Valley Road
CITY OF YELM
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TAHOMA BLVD.
THIS PROJECT MUST BE STAKED PRIOR TO CONSTRUCTION BY
THE DESIGN ENGINEER OR A LICENSED LAND SURVEYOR.
THE CONTRACTOR SHALL FURNISH HATTON GODAT PANTIER
WITH A DRAWING(S) SHOWING THE CHANGES MADE TO THE
DESIGN DRAWING(S).
CONSTRUCTION STAKING:
RECORD DOCUMENTS:NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE
LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE
CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO
CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811
A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION.
THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT,
UNLESS CERTIFIED BY HATTON GODAT PANTIER.
ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE
REVIEWED AND APPROVED BY HATTON GODAT PANTIER.
TOPOGRAPHIC NOTE:
THE EXISTING TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS
HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION
FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO
BE RELIABLE, HGP CANNOT ENSURE ITS ACCURACY AND THUS IS NOT
RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR
ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED
INTO THESE DRAWINGS AS A RESULT.
LO
N
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M
I
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E
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T
S
E
SHEET INDEX
Sheet Number Sheet Title
1 COVER SHEET
2 SITE PLAN
3 HORIZONTAL CONTROL PLAN - 1
4 HORIZONTAL CONTROL PLAN - 2
5 HORIZONTAL CONTROL PLAN - 3
HORIZONTAL CONTROL PLAN - 4
7 TEMPORARY EROSION & SEDIMENT CONTROL & DEMOLITION PLAN
8 TEMPORARY EROSION & SEDIMENT CONTROL DETAILS
9 OVERALL GRADING & DRAINAGE PLAN
10 GRADING PLAN - 1
11 GRADING PLAN - 2
12 GRADING PLAN - 3
13 GRADING PLAN - 4
14 ADA GRADING PLAN DETAILS
15 WEST DRAINAGE PLAN - 1
1WEST DRAINAGE PLAN - 2
17 WEST DRAINAGE PLAN - 3
18 EAST DRAINAGE PLAN - 1
19 EAST DRAINAGE PLAN - 2
20 NORTHEAST DRAINAGE PLAN
21 GRADING & SITE DETAILS - 1
22 GRADING & SITE DETAILS - 2
23 DRAINAGE DETAILS
24 OVERALL WATER PLAN
25 WEST WATER PLAN & PROFILE - 1
2WEST WATER PLAN & PROFILE - 2
27 EAST WATER PLAN & PROFILE - 1
28 EAST WATER PLAN & PROFILE - 2
29 NORTH WATER PLAN & PROFILE
30 NORTHEAST WATERPLAN & PROFILE
31 FIRE ACCESS PLAN
32 RECLAIMED WATER PLAN - SOUTH
33 RECLAIMED WATER PLAN - NORTH
34 WATER DETAILS - 1
35 WATER DETAILS - 2
3OVERALL SEWER PLAN
37 WEST SEWER PLAN & PROFILE
38 EAST SEWER PLAN & PROFILE - 1
39 EAST SEWER PLAN & PROFILE - 2
40 NORTH SEWER PLAN & PROFILE
41 NORTHEAST SEWER PLAN & PROFILE
42 SEWER DETAILS - 1
43 SEWER DETAILS - 2
44 SEWER DETAILS - 3
45 OVERALL LANDSCAPE PLAN
4LANDSCAPE PLAN 1
47 LANDSCAPE PLAN 2
48 LANDSCAPE PLAN 3
49 LANDSCAPE PLAN 4
50 LANDSCAPE DETAILS
B
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F
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C
B
A
3/29/24
CC C
C C
CC
C
C
C
C
C
C
C
CCCCEVEVEV
EV
EV
EV
EV
EV
EV
C
C
C
C
C
C
C
CC
C
CC
INDEX:
JOB:
SHEET:
AGENCY NO.
OF
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
DE
S
I
G
N
E
D
B
Y
:
SC
A
L
E
:
DA
T
E
:
VH
EN
G
I
N
E
E
R
S
TE
L
:
3
6
0
.
9
4
3
.
1
5
9
9
F
A
X
:
3
6
0
.
3
5
7
.
6
2
9
9
OL
Y
M
P
I
A
,
W
A
9
8
5
0
6
39
1
0
M
A
R
T
I
N
W
A
Y
E
,
S
U
I
T
E
B
HA
T
T
O
N
SU
R
V
E
Y
O
R
S
PA
N
T
I
E
R
ha
t
t
o
n
p
a
n
t
i
e
r
.
c
o
m
GO
D
A
T
AN
D
RE
V
I
S
I
O
N
S
:
DA
T
E
:
TA
H
O
M
A
T
E
R
R
A
C
O
M
M
E
R
C
I
A
L
50
A
P
O
R
T
I
O
N
O
F
T
H
E
N
W
1
/
4
O
F
T
H
E
S
W
1
/
4
A
N
D
T
H
E
N
E
1
/
4
O
F
T
H
E
SW
1
/
4
S
E
C
T
I
O
N
2
4
T
O
W
N
S
H
I
P
1
7
N
O
R
T
H
,
R
A
N
G
E
1
E
A
S
T
,
W
.
M
.
JE
G
/
B
S
N
AD
B
SE
P
T
.
2
0
2
3
CP
M
H:\DGN\22-000\22-005\CDs
22-005
CITY OF YELM
MERIDIAN HORIZONTAL DATUMVERTICAL DATUM
NGVD 29 PER T.C.H.P.N. #1252BM
BASED ON THRUSTON COUNTY HIGH PRECISION
NETWORK CONTROL POINT NO. 1252BM, 3" BRASS
CAP AT THE NW CORNER OF THE INTERSECTION OF
YELM HIGHWAY AND KILLION ROAD
ELEVATION = 246.39 (NGVD)
DATUM DATUM
22-005 cov.dwg
TP
N
#
7
8
6
4
0
0
0
0
0
1
2
,
7
8
6
4
0
0
0
0
0
1
0
CI
T
Y
C
O
M
M
E
N
T
S
12
/
1
3
/
2
3
PLAT OF TAHOMA TERRA PHASE 2, DIVISION 2 UNDER
AUDITOR'S FILE NO. 4620459
99
5
5
T
A
H
O
M
A
B
L
V
D
S
E
,
Y
E
L
M
,
W
A
9
8
5
9
7
14
7
8
8
B
E
R
R
Y
V
A
L
L
E
Y
R
D
S
E
,
Y
E
L
M
,
W
A
9
8
5
9
7
CI
T
Y
C
O
M
M
E
N
T
S
3/
7
/
2
4
SI
T
E
P
L
A
N
2
0
SCALE: 1" = 50'
50 50 10025
1"
=
5
0
'
N/
A
TAHOMA BLVD SE
NEW SOLID WASTE
ENCLOSURE
(TYP)
ADA ACCESSIBLE
STALL (TYP)
CLUSTER MAILBOXES FOR
BUILDINGS A & B AND
COMMERCIAL BUILDINGS
(SEE DETAILS SHEET 22)
VAN ACCESSIBLE SIGN (TYP)
BE
R
R
Y
V
A
L
L
E
Y
R
D
S
E
PROPOSED ASPHALT
PAVEMENT (TYP)
MULTI-FAMILY
BUILDING (TYP)
WETLAND BOUNDARY
(CLIENT PROVIDED)
NHA
T
T
O
N
GO
D
A
T
PA
N
T
I
E
R
LEGEND
WETLAND BUFFER (PER CLIENT)
WETLAND EDGE (PER CLIENT)
EX. DECIDUOUS TREE
LOT LINE (TYP)
EXISTING
SIDEWALK
COF
F
E
E
SHO
P
OFF
I
C
E
STO
R
A
G
E
U
N
I
T
STORAGE UNIT
STORAGE UNIT
STORAGE UNIT
STORAGE UNIT
STORAGE UNIT
STORAGE UNIT
STORAGE
U
N
I
T
S
T
O
R
A
G
E
O
F
F
I
C
E
STORAGE UNIT
STORAGE UNIT STORAGE UNIT NEW ASPHALT PAVEMENT
NEW CONCRETE SIDEWALK
NEW GRAVEL WALKING PATH
EXISTING SIDEWALK6' HIGH MONUMENT
SIGN WITH 120 SF
SIGN FACE PER SIDE
5' HIGH MONUMENT
SIGN WITH 51 SF
SIGN FACE PER SIDE
NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE
LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE
CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO
CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811
A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION.
THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT,
UNLESS CERTIFIED BY HATTON GODAT PANTIER.
ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE
REVIEWED AND APPROVED BY HATTON GODAT PANTIER.
TOPOGRAPHIC NOTE:
THE EXISTING TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS
HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION
FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO
BE RELIABLE, HGP CANNOT ENSURE ITS ACCURACY AND THUS IS NOT
RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR
ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED
INTO THESE DRAWINGS AS A RESULT.
R
E
T
A
I
L
R
E
T
A
I
L
PARKING REQUIRED:
LOT #1
PROVIDED 179 (171 REGULAR, 8 ADA)
LOT #2
PROVIDED 4 (3 REGULAR, 1 ADA)
LOT #3
PROVIDED 5 (4 REGULAR, 1 ADA)
LOT #4
PROVIDED 8 (7 REGULAR, 1 ADA)
LOT #5
PROVIDED 39 (37 REGULAR, 2 ADA)
UNIT TYPE UNIT COUNT STALLS REQUIRED
UNIT TYPE UNIT SF STALLS REQUIRED
UNIT TYPE UNIT SF STALLS REQUIRED
UNIT TYPE UNIT SF STALLS REQUIRED
UNIT TYPE UNIT SF STALLS REQUIRED
1 BED / 1 BATH
2 BED / 2 BATH
3 BED / 2 BATH
24
66
12
1.5/DU = 36
1.5/DU = 99
2/DU = 24
TOTAL = 159 STALLS
STORAGE
OFFICE
3,395 1/300SF = 11
OFFICE 1,669 1/300SF = 6
RESTURANT 855 1/200SF = 4
RETAIL 3,030 1/250SF = 12
RETAIL 4,000 1/250SF = 16
PARKING DATA
LOT 5
LOT 1
LO
T
4
LO
T
3
LOT 2
TRACT
A
CLUSTER MAILBOXES
FOR BUILDINGS F, G & H
(SEE DETAILS SHEET 22)
CLUSTER MAILBOXES
FOR BUILDINGS C, D & E
(SEE DETAILS SHEET 22)
STORAGE
UNIT
NEW WHEEL
STOP (TYP)
SITE DEVELOPMENT
SITE ADDRESS................................
ASSESSOR PARCEL NO.................
ABBREVIATED LEGAL.....................
JURISDICTION..................................
ZONING.............................................
SITE AREA........................................
PROPOSED USE..............................
PARCEL SETBACKS........................
MAX BUILDING HEIGHT..................
MAX IMPERVIOUS COVERAGE 70%..
WATER.............................................
SEWER.............................................
ELECTRIC / GAS..............................
14788 BERRY VALLEY RD SE YELM, WA 98597
& 9955 TAHOMA BLVD SE YELM, WA 98597
78640000010 & 78640000012
SECTION 24, TOWNSHIP 17, RANGE 1E
YELM, WA
MPC
TPN -010 - 1.0 AC
TPN -012 = 12.72 AC
APARTMENTS (MULTI-FAMILY) - 102 UNITS
COMMERCIAL SERVICE BUILDING - 855 SF
COMMERCIAL OFFICE BUILDING - 1,669 SF
SELF-STORAGE FACILITY - 769 UNITS
RETAIL BUILDING - 7,030 SF
FRONT: 10'
SIDE: 10', EXCEPT 25' ADJACENT TO RESIDENTIAL
REAR: 25'
42'
LOT #1: TOTAL AREA 5.03 AC
IMPERVIOUS COVERAGE = 1.55 AC/ ALLOWABLE 3.52 AC
LOT #2: TOTAL AREA 5.45 AC
IMPERVIOUS COVERAGE = 2.71 AC/ ALLOWABLE 3.82 AC
LOT #3: TOTAL AREA 0.12 AC
IMPERVIOUS COVERAGE = 0.05 AC/ ALLOWABLE 0.12 AC
LOT #4: TOTAL AREA 0.37 AC
IMPERVIOUS COVERAGE = 0.24 AC/ ALLOWABLE 0.26 AC
LOT #5: TOTAL AREA 0.99 AC
IMPERVIOUS COVERAGE = 0.23 AC/ ALLOWABLE 0.69 AC
CITY OF YELM (PUBLIC)
CITY OF YELM (PUBLIC)
PUGET SOUND ENERGY
6' HIGH BLACK
WROUGHT IRON FENCE
ROD IRON
CRASH GATE
AUTO SLIDE GATE STYLE &
DETAIL. NO KEYPAD NEEDED
(APP BASED ENTRY)
(2) SHORT-TERM BICYCLE
PARKING STALLS (TYP)
NEW BUILDING OUTLINE
NEW 2x BIKE PARKING
NEW WHEEL STOP
A
B C
D
E
F
H
G
A
B
C D
E
K
H
F
G
J
M
L
ON-SITE LIGHTING (TYP)
WALL MOUNTED ONSITE LIGHTING TYP
(SEE ARCHITECTURAL PLANS)
ELECTRIC VEHICLE
STALL (TYP)
NEW SITE LIGHTING
POWER PEDESTAL FOR
CHARGING STATION
DESIGN BY OTHERS (TYP)
COMPACT STALLS TO HAVE
"COMPACT CARS ONLY" SIGN
SEE DETAIL SHEET 22
3/29/24
G
N 594855.93
E 1109308.23
N 594850.19
E 1109229.04
N 594875.36
E 1109329.24
N 594958.94
E 1109391.12
14+06.59 (NE)=
N 594910.27
E 1109479.23
N 594741.29
E 1109280.34
10+00.00 (NE)=
N 594835.06
E 1109157.08
15+00
16+00
P
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C/L INT
16+68.94 (N) =
11+87.87 (NE)
N82°15'43.40"E
28.67
S88°15'14.94"E
180.88
N40
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L =3 5 .0 0 ,R =4 9 .0 0
Δ =4 0 °5 5 '2 3 .4 1 "
L=43.27,
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4
4
S88°15'15.00"E
29.15 S88°15'15.00"E
426.83
20
.
0
0
8
3
,
R
=
2
3
9
.
0
0
Δ
=
5
4
°
0
8
'
1
5
.
0
0
"
9
9
.
2
2
9
9
.
1
6
L =3 4 7 .0 8 ,R =6 4 5 .0 0
Δ =3 0 °4 9 '5 2 .2 9 "
N 594855.93
E 1109308.23
N 594850.19
E 1109229.04
N 594875.36
E 1109329.24
N 594958.94
E 1109391.12
14+06.59 (NE)=
N 594910.27
E 1109479.23
N 594741.29
E 1109280.34
10+00.00 (NE)=
N 594835.06
E 1109157.08
14+59.39 (N)=
N 594960.14
E 1109088.87
15+00
16+00
P
I
1
4
+
8
8
.
0
5
10+
0
0
11+
0
0
12+
0
0
13+00
1
4
+
0
0
P
I
1
0
+
3
7
.
0
3
P
C
1
1
+
9
9
.
3
3
PT
1
2
+
3
4
.
3
7
PC
1
3
+
1
7
.
0
2
PT 13
+
6
0
.
2
4
C/L INT
16+68.94 (N) =
11+87.87 (NE)
N82°15'43.40"
E
28.67
S88°15'14.94"E
180.88
N40
°
3
1
'
4
7
.
6
8
"
E
37.
0
3
N50
°
4
9
'
2
2
.
5
1
"
E
162
.
3
2
S88°15'14.08"E
82.64
L =3 5 .0 0 ,R =4 9 .0 0
Δ =4 0 °5 5 '2 3 .4 1 "
L=43.27,
R
=
4
1.
0
0
Δ=60°27'5
0.9
5
"
S
2
7
°
4
7
'
2
3
.
1
2
"
E
4
7
.
5
8
G
9
9
.
2
2
9
9
.
1
6
L =3 4 7 .0 8 ,R =6 4 5 .0 0
Δ =3 0 °4 9 '5 2 .2 9 "
6
02010 20 40
SCALE: 1" = 20'
1"
=
2
0
'
N/
A
N
HATTON
GODAT
PANTIER
INDEX:
JOB:
SHEET:
AGENCY NO.
OF
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
DE
S
I
G
N
E
D
B
Y
:
SC
A
L
E
:
DA
T
E
:
VH
EN
G
I
N
E
E
R
S
TE
L
:
3
6
0
.
9
4
3
.
1
5
9
9
F
A
X
:
3
6
0
.
3
5
7
.
6
2
9
9
OL
Y
M
P
I
A
,
W
A
9
8
5
0
6
39
1
0
M
A
R
T
I
N
W
A
Y
E
,
S
U
I
T
E
B
HA
T
T
O
N
SU
R
V
E
Y
O
R
S
PA
N
T
I
E
R
ha
t
t
o
n
p
a
n
t
i
e
r
.
c
o
m
GO
D
A
T
AN
D
RE
V
I
S
I
O
N
S
:
DA
T
E
:
TA
H
O
M
A
T
E
R
R
A
C
O
M
M
E
R
C
I
A
L
50
A
P
O
R
T
I
O
N
O
F
T
H
E
N
W
1
/
4
O
F
T
H
E
S
W
1
/
4
A
N
D
T
H
E
N
E
1
/
4
O
F
T
H
E
SW
1
/
4
S
E
C
T
I
O
N
2
4
T
O
W
N
S
H
I
P
1
7
N
O
R
T
H
,
R
A
N
G
E
1
E
A
S
T
,
W
.
M
.
JE
G
/
B
S
N
AD
B
SE
P
T
.
2
0
2
3
CP
M
H:\DGN\22-000\22-005\CDs
22-005
CITY OF YELM
MERIDIAN HORIZONTAL DATUMVERTICAL DATUM
NGVD 29 PER T.C.H.P.N. #1252BM
BASED ON THRUSTON COUNTY HIGH PRECISION
NETWORK CONTROL POINT NO. 1252BM, 3" BRASS
CAP AT THE NW CORNER OF THE INTERSECTION OF
YELM HIGHWAY AND KILLION ROAD
ELEVATION = 246.39 (NGVD)
DATUM DATUM
22-005 hcp.dwg
TP
N
#
7
8
6
4
0
0
0
0
0
1
2
,
7
8
6
4
0
0
0
0
0
1
0
CI
T
Y
C
O
M
M
E
N
T
S
12
/
1
3
/
2
3
PLAT OF TAHOMA TERRA PHASE 2, DIVISION 2 UNDER
AUDITOR'S FILE NO. 4620459
99
5
5
T
A
H
O
M
A
B
L
V
D
S
E
,
Y
E
L
M
,
W
A
9
8
5
9
7
14
7
8
8
B
E
R
R
Y
V
A
L
L
E
Y
R
D
S
E
,
Y
E
L
M
,
W
A
9
8
5
9
7
CI
T
Y
C
O
M
M
E
N
T
S
3/
7
/
2
4
HO
R
I
Z
O
N
T
A
L
C
O
N
T
R
O
L
P
L
A
N
-
4
NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE
LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE
CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO
CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811
A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION.
THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT,
UNLESS CERTIFIED BY HATTON GODAT PANTIER.
ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE
REVIEWED AND APPROVED BY HATTON GODAT PANTIER.
TOPOGRAPHIC NOTE:
THE EXISTING TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS
HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION
FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO
BE RELIABLE, HGP CANNOT ENSURE ITS ACCURACY AND THUS IS NOT
RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR
ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED
INTO THESE DRAWINGS AS A RESULT.
S
E
E
S
H
E
E
T
5
M
A
T
C
H
L
I
N
E
TAH
O
M
A
B
L
V
D
S
E
B
E
R
R
Y
V
A
L
L
E
Y
R
D
S
E
52'
63'
8'
8'
45'
45'
81'
135'
24'
20
'
9'
TYP
9'
9'
R4
7
'
LOT 5
10
'
10
'
20
'
24
'
20
'
2
0
'
2
3
'
2
0
'
60
'
28.6
2
'
100
'
5'
4
7
.
5
'
TA
H
O
M
A
B
L
V
D
.
EA
S
T
WE
S
T
NORTH
NE
KEY MAP
N.T.S.
LO
N
G
M
I
R
E
19'
6
.
2
5
'
2
0
'
PLANNED
RIGHT OF WAY
DEDICATION
R3'
8'
20
'
R2
7
'
R3
5
'
R3
'
R3'
R3
'
R1
1
'
R
3
'R3'
R
3
'
132.04'
6
.
1
5
'
4'
R2'
R2
'
7
.
2
8
'
1
0
'
3/29/24
G
14+06.59 (NE)=
N 594910.27
E 1109479.23
N 594741.29
E 1109280.34
10+00.00 (NE)=
N 594835.06
E 1109157.08
FFE
338
.
0
0
FFE
338.55
FFE
338.55
15+00
16+00
P
I
1
4
+
8
8
.
0
5
10+
0
0
11+
0
0
12+
0
0
13+00
1
4
+
0
0
P
I
1
0
+
3
7
.
0
3
P
C
1
1
+
9
9
.
3
3
PT
1
2
+
3
4
.
3
7
PC
1
3
+
1
7
.
0
2
PT 13
+
6
0
.
2
4
C/L INT
16+68.94 (N) =
11+87.87 (NE)
EX. 337.22
2.0
6
%
EX. 336.33
G
1.08%
0.47
%
0.20
%
0.
5
4
%
0.95%
1.08%
0.50%1.03%
33
7
33
7
338
3
3
8
33
8
3
3
8
339
3
3
6
337
337
340
3
3
7
3
3
8
339
337
33
8
33
9
3
3
7
3
3
8
33
6
338
338.40
338.16
336.37
336.47
336.54
337.12
337.46
337.55
337.68
337.61
338.40
338.40
338.40
338.40
338.39
338.15
338.08
338.06
338.07
338.40
338.15
MATCH EX.
337.4±
MATCH EX.
337.0±
337.63
337.38
MATCH EX.
336.2±
MATCH EX.
336.3±
338.07
338.41
338.27
338.40
MATCH EX.
339.1±
MATCH EX.
338.9±
338.29
338.31
338.16
337.93
338.09
338.21
MATCH EX.
337.4±
337.98
338.08
338.50
338.55
RIM
338.34
338.40
338.07
RIM
337.89
TOP 338.40
BTTM 337.90
338.54
338.55 MATCH EX.
338.6±
338.55
338.55
RIM
338.31
337.40
338.19
338.12
RIM
337.30
RIM
337.31
RIM
336.69
RIM
336.35
RIM
336.98
RIM
338.35
RIM
337.71
337.70
338.05
338.23
TOP 338.40
BTTM 337.90
RIM
336.21
RIM
336.28
RIM
337.38
RIM
337.09
14+06.59 (NE)=
N 594910.27
E 1109479.23
N 594741.29
E 1109280.34
10+00.00 (NE)=
N 594835.06
E 1109157.08
14+59.39 (N)=
N 594960.14
E 1109088.87
FFE
338
.
0
0
FFE
338.55
FFE
338.55
C/L INT
16+68.94 (N) =
11+87.87 (NE)
337.70
337.54
337.13
337.67
6
.
0
%
G
1.08%
0.4
7
%
0.20
%
0.
5
4
%
0.95%
1.08%
0.50%1.03%
MATCH EX.
334.9±
MATCH EX.
334.8±
338.40
338.16
336.37
336.47
336.54
337.12
337.46
337.55
337.68
337.61
338.40
338.40
338.40
338.40
338.39
338.15
338.08
338.06
338.07
338.40
338.15
MATCH EX.
337.4±
MATCH EX.
337.0±
337.63
337.38
MATCH EX.
336.2±
MATCH EX.
336.3±
338.07
338.41
338.27
338.40
MATCH EX.
339.1±
MATCH EX.
338.9±
338.29
338.31
338.16
337.93
338.09
338.21
MATCH EX.
337.4±
337.98
338.08
338.50
338.55
RIM
338.34
338.40
338.07
RIM
337.89
TOP 338.40
BTTM 337.90
338.54
338.55 MATCH EX.
338.6±
338.55
338.55
RIM
338.31
337.40
338.19
338.12
RIM
337.30
RIM
337.31
RIM
336.69
RIM
336.35
RIM
336.98
RIM
338.35
RIM
337.71
337.70
338.05
338.23
TOP 338.40
BTTM 337.90
RIM
336.21
RIM
336.28
RIM
337.38
RIM
337.09
02010 20 40
SCALE: 1" = 20'
1"
=
2
0
'
N/
A
N
HATTON
GODAT
PANTIER
INDEX:
JOB:
SHEET:
AGENCY NO.
OF
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
DE
S
I
G
N
E
D
B
Y
:
SC
A
L
E
:
DA
T
E
:
VH
EN
G
I
N
E
E
R
S
TE
L
:
3
6
0
.
9
4
3
.
1
5
9
9
F
A
X
:
3
6
0
.
3
5
7
.
6
2
9
9
OL
Y
M
P
I
A
,
W
A
9
8
5
0
6
39
1
0
M
A
R
T
I
N
W
A
Y
E
,
S
U
I
T
E
B
HA
T
T
O
N
SU
R
V
E
Y
O
R
S
PA
N
T
I
E
R
ha
t
t
o
n
p
a
n
t
i
e
r
.
c
o
m
GO
D
A
T
AN
D
RE
V
I
S
I
O
N
S
:
DA
T
E
:
TA
H
O
M
A
T
E
R
R
A
C
O
M
M
E
R
C
I
A
L
50
A
P
O
R
T
I
O
N
O
F
T
H
E
N
W
1
/
4
O
F
T
H
E
S
W
1
/
4
A
N
D
T
H
E
N
E
1
/
4
O
F
T
H
E
SW
1
/
4
S
E
C
T
I
O
N
2
4
T
O
W
N
S
H
I
P
1
7
N
O
R
T
H
,
R
A
N
G
E
1
E
A
S
T
,
W
.
M
.
JE
G
/
B
S
N
AD
B
SE
P
T
.
2
0
2
3
CP
M
H:\DGN\22-000\22-005\CDs
22-005
CITY OF YELM
MERIDIAN HORIZONTAL DATUMVERTICAL DATUM
NGVD 29 PER T.C.H.P.N. #1252BM
BASED ON THRUSTON COUNTY HIGH PRECISION
NETWORK CONTROL POINT NO. 1252BM, 3" BRASS
CAP AT THE NW CORNER OF THE INTERSECTION OF
YELM HIGHWAY AND KILLION ROAD
ELEVATION = 246.39 (NGVD)
DATUM DATUM
22-005 grd.dwg
TP
N
#
7
8
6
4
0
0
0
0
0
1
2
,
7
8
6
4
0
0
0
0
0
1
0
CI
T
Y
C
O
M
M
E
N
T
S
12
/
1
3
/
2
3
PLAT OF TAHOMA TERRA PHASE 2, DIVISION 2 UNDER
AUDITOR'S FILE NO. 4620459
99
5
5
T
A
H
O
M
A
B
L
V
D
S
E
,
Y
E
L
M
,
W
A
9
8
5
9
7
14
7
8
8
B
E
R
R
Y
V
A
L
L
E
Y
R
D
S
E
,
Y
E
L
M
,
W
A
9
8
5
9
7
CI
T
Y
C
O
M
M
E
N
T
S
3/
7
/
2
4
NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE
LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE
CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO
CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811
A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION.
THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT,
UNLESS CERTIFIED BY HATTON GODAT PANTIER.
ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE
REVIEWED AND APPROVED BY HATTON GODAT PANTIER.
TOPOGRAPHIC NOTE:
THE EXISTING TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS
HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION
FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO
BE RELIABLE, HGP CANNOT ENSURE ITS ACCURACY AND THUS IS NOT
RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR
ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED
INTO THESE DRAWINGS AS A RESULT.
S
E
E
S
H
E
E
T
1
2
M
A
T
C
H
L
I
N
E
TA
H
O
M
A
B
L
V
D
S
E
B
E
R
R
Y
V
A
L
L
E
Y
R
D
S
E
LOT 5
GR
A
D
I
N
G
P
L
A
N
-
4
13
INDICATES AREA OF
INFILTRATIVE PAVEMENT
SEE DETAIL SHEET 21
FINISH CONTOURS
(TYP)
EXISTING CONTOURS
(TYP)
N 594993.17
E 1109145.10
INSTALL
CURB CUT OPENING
(SEE DETAIL SHEET 21)
N 594897.30
E 1109170.75
INSTALL
CURB CUT OPENING
(SEE DETAIL SHEET 21)
N 594848.81
E 1109168.84
INSTALL
24' WIDE TYPE I DRIVEWAY
(SEE DETAIL SHEET 21)
N 594962.63
E 1109106.65
INSTALL
24' WIDE TYPE I DRIVEWAY
(SEE DETAIL SHEET 22)
N 594939.49
E 1109463.85
INSTALL
24' WIDE TYPE II DRIVEWAY
(SEE DETAIL SHEET 22)
FLUSH WALK
(SEE DETAIL SHEET 21)
TA
H
O
M
A
B
L
V
D
.
EA
S
T
WE
S
T
NORTH
NE
KEY MAP
N.T.S.
LO
N
G
M
I
R
E
EXTRUDED CURB
(SEE DETAIL SHEET 21)
EXTRUDED CURB
(SEE DETAIL SHEET 21)
EXTRUDED CURB
(SEE DETAIL SHEET 21)
EXTRUDED CURB
(SEE DETAIL SHEET 21)
EXTRUDED CURB
(SEE DETAIL SHEET 21)
INTEGRAL CURB & WALK
(SEE DETAIL SHEET 21)
3/29/24
334.09
334.09
TOP 334.80
BTM 334.30
334.90
334.40
334.30
334.40
334.06
334.55
334.67
334.30
2.5
%
7.
5
%
TOP 334.80
BTM 334.30
335.02
TOP 336.28
BTM 335.78
335.78335.51
335.51
336.38
335.78 335.88
TOP 336.28
BTM 335.78
335.88
336.38
335.51
5.
5
5
%
5.
5
5
%
335.70
335.74 336.13
336.08
336.39
336.34
336.49
336.44
2.0%6.5%
336.50
TOP 337.18
BTM 336.68
336.41
336.23
336.32
336.59
337.28
336.69
336.60
TOP 336.94
BTM 336.44
337.04
6.
5
%
7.
3
%
C
C
337.12
337.11
TOP 337.88
BTM 337.38
337.38
337.48
TOP 337.89
BTM 337.39
337.99
337.38
337.48
337.98
337.12
5.
6
%
5.
5
%
EV
TOP 335.56
BTM 335.06
334.70
334.63
335.66
335.10335.00
335.03334.93
335.48
TOP 335.38
BTM 334.88
334.57
6.
4
%
6.
2
%
C
337.03
337.31
TOP 337.81
BTM 337.31
337.02
337.31
337.91
337.41
337.41
TOP 337.82
BRM 337.32 337.92
337.02 5.
5
%
5.
6
%
RIM
337.28
C
C
336.69
336.74
TOP 337.44
BTM 336.94
337.54
337.08
337.13
337.67TOP 337.57
BTM 337.07
337.02
336.98
336.78
5
.
1
%
6
.
0
%
RIM
336.85
C
C
C
E
V
E
V
1
9
+
0
0
336.77
336.52
337.29
336.85
336.87
337.41
TOP 337.21
BTM 336.70 336.74
TOP 337.31
BTM 336.81
336.50
5
.
0
%
6
.
0
%
336.21
RIM
336.85RIM
336.27
C
336.16
336.23
336.49
336.99
336.55
336.59
337.12TOP 337.04
BTM 336.53
336.44
TOP 336.91
BTM 336.40
336.20
5
.
0
%
6
.
0
%
RIM
336.32
10 5 0 10 20
SCALE: 1" = 10'
1"
=
1
0
'
N/
A
N
HATTON
GODAT
PANTIER
INDEX:
JOB:
SHEET:
AGENCY NO.
OF
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
DE
S
I
G
N
E
D
B
Y
:
SC
A
L
E
:
DA
T
E
:
VH
EN
G
I
N
E
E
R
S
TE
L
:
3
6
0
.
9
4
3
.
1
5
9
9
F
A
X
:
3
6
0
.
3
5
7
.
6
2
9
9
OL
Y
M
P
I
A
,
W
A
9
8
5
0
6
39
1
0
M
A
R
T
I
N
W
A
Y
E
,
S
U
I
T
E
B
HA
T
T
O
N
SU
R
V
E
Y
O
R
S
PA
N
T
I
E
R
ha
t
t
o
n
p
a
n
t
i
e
r
.
c
o
m
GO
D
A
T
AN
D
RE
V
I
S
I
O
N
S
:
DA
T
E
:
TA
H
O
M
A
T
E
R
R
A
C
O
M
M
E
R
C
I
A
L
50
A
P
O
R
T
I
O
N
O
F
T
H
E
N
W
1
/
4
O
F
T
H
E
S
W
1
/
4
A
N
D
T
H
E
N
E
1
/
4
O
F
T
H
E
SW
1
/
4
S
E
C
T
I
O
N
2
4
T
O
W
N
S
H
I
P
1
7
N
O
R
T
H
,
R
A
N
G
E
1
E
A
S
T
,
W
.
M
.
JE
G
/
B
S
N
AD
B
SE
P
T
.
2
0
2
3
CP
M
H:\DGN\22-000\22-005\CDs
22-005
CITY OF YELM
MERIDIAN HORIZONTAL DATUMVERTICAL DATUM
NGVD 29 PER T.C.H.P.N. #1252BM
BASED ON THRUSTON COUNTY HIGH PRECISION
NETWORK CONTROL POINT NO. 1252BM, 3" BRASS
CAP AT THE NW CORNER OF THE INTERSECTION OF
YELM HIGHWAY AND KILLION ROAD
ELEVATION = 246.39 (NGVD)
DATUM DATUM
22-005 grd.dwg
TP
N
#
7
8
6
4
0
0
0
0
0
1
2
,
7
8
6
4
0
0
0
0
0
1
0
CI
T
Y
C
O
M
M
E
N
T
S
12
/
1
3
/
2
3
PLAT OF TAHOMA TERRA PHASE 2, DIVISION 2 UNDER
AUDITOR'S FILE NO. 4620459
99
5
5
T
A
H
O
M
A
B
L
V
D
S
E
,
Y
E
L
M
,
W
A
9
8
5
9
7
14
7
8
8
B
E
R
R
Y
V
A
L
L
E
Y
R
D
S
E
,
Y
E
L
M
,
W
A
9
8
5
9
7
CI
T
Y
C
O
M
M
E
N
T
S
3/
7
/
2
4
NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE
LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE
CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO
CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811
A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION.
THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT,
UNLESS CERTIFIED BY HATTON GODAT PANTIER.
ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE
REVIEWED AND APPROVED BY HATTON GODAT PANTIER.
TOPOGRAPHIC NOTE:
THE EXISTING TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS
HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION
FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO
BE RELIABLE, HGP CANNOT ENSURE ITS ACCURACY AND THUS IS NOT
RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR
ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED
INTO THESE DRAWINGS AS A RESULT.
AD
A
G
R
A
D
I
N
G
P
L
A
N
D
E
T
A
I
L
S
14
ENLARGED VIEW A
1 10
9'
20'
7'
9'
6'
7'
ENLARGED VIEW C
1 10
20'7'
9'
9'
9'
9'
9'
9'
8'11'7'
5'
ENLARGED VIEW C
1 10
ENLARGED VIEW D
1 10
ENLARGED VIEW F
1 10
ENLARGED VIEW B
1 10
9'
9'
9'
20'7'
9'
9'
7'
9'
9'
20'7'
9'
9'
6'
3
3
7
33
8
9
.
8
5
'
9'
9'
20'
7'
9'
9'
9'
ENLARGED VIEW G
1 10
9'
9'
19'
9'
9'
9'
ENLARGED VIEW H
1 10
9
'
9
'
9
'
20'
9
'
9
'
9
'
ENLARGED VIEW I
1 10
9
'
5
'
9
'
20'
ENLARGED VIEW J
1 10
20'
9
'
9
'
9
'
9
'
9
'
9
'
ACCESSIBLE SIGNAGE
(SEE DETAIL SHEET 21)
ACCESSIBLE SIGNAGE
(SEE DETAIL SHEET 21)
ACCESSIBLE SIGNAGE
(SEE DETAIL SHEET 21)
ACCESSIBLE SIGNAGE
(SEE DETAIL SHEET 21)
ACCESSIBLE SIGNAGE
(SEE DETAIL SHEET 21)ACCESSIBLE SIGNAGE
(SEE DETAIL SHEET 21)
ACCESSIBLE SIGNAGE
(SEE DETAIL SHEET 21)
ACCESSIBLE SIGNAGE
(SEE DETAIL SHEET 21)
INSTALL CEMENT
CONCRETE PEDESTRIAN
CURB BEHIND RAMP
(SEE DETAIL SHEET 21)
INSTALL CEMENT
CONCRETE PEDESTRIAN
CURB BEHIND RAMP
(SEE DETAIL SHEET 21)
INSTALL CEMENT
CONCRETE PEDESTRIAN
CURB BEHIND RAMP
(SEE DETAIL SHEET 21)
INSTALL CEMENT
CONCRETE PEDESTRIAN
CURB BEHIND RAMP
(SEE DETAIL SHEET 21)
9'
INSTALL CEMENT
CONCRETE PEDESTRIAN
CURB BEHIND RAMP
(SEE DETAIL SHEET 21)
INSTALL CEMENT
CONCRETE PEDESTRIAN
CURB BEHIND RAMP
(SEE DETAIL SHEET 21)
INSTALL CEMENT
CONCRETE PEDESTRIAN
CURB BEHIND RAMP
(SEE DETAIL SHEET 21)
INSTALL CEMENT
CONCRETE PEDESTRIAN
CURB BEHIND RAMP
(SEE DETAIL SHEET 21)
INSTALL CEMENT
CONCRETE PEDESTRIAN
CURB BEHIND RAMP
(SEE DETAIL SHEET 21)
9'
9'
3/29/24
C
C
C
33
7
33
8
3
3
8
33
7
33
7
338
3
3
8
33
8
3
3
8
339
FFE
338.55
FFE
338.55
C/L INT
16+68.94 (N) =
11+87.87 (NE)
N 594835.06
E 1109157.08=
10+00.00 (NE)=
C/L BERRY VALLEY RD
N 594960.14
E 1109088.87=
14+59.39 (E)=
C/L BERRY VALLEY RD
FFE
338.55
FFE
338.55
39 LF 6" PERF
HP STORM PIPE
LAID FLAT
12+82.13, 9.03' RT (NE)
INSTALL
CB-NE7, TYPE 1
RIM 337.89
FL 336.33 (6" SE)
FL 336.33 (6" E)
FL 336.33 (6" W)
50 LF 6" PERF
HP STORM PIPE
LAID FLAT
12+86.73, 14.85' RT (NE)
INSTALL
1 - CLEANOUT
RIM 338.51
FL 336.63 (6" SE)
FL 336.63 (6" NW)
7 LF 6" PVC
@ 0.0429 FT/FT
3
0
L
F
6
"
P
V
C
@
0
.
0
0
5
1
F
T
/
F
T
13+06.05, 38.45' RT (NE)
INSTALL
1 - CLEANOUT
RIM 338.48
FL 336.78 (6" SW)
FL 336.78 (6" NW)
39 L
F
6
"
P
V
C
@ 0.
0
0
5
0
F
T
/
F
T
11+58.48, 85.10' RT (NE)
INSTALL
1 - CLEANOUT
RIM 338.53
FL 336.80 (6" NW)
FL 336.80 (6" NE)
11+59.22, 59.11' RT (NE)
INSTALL
1 - CLEANOUT
RIM 338.55
FL 336.67 (6" SE)
FL 336.67 (6" NW)
26 LF 6" PVC
@ 0.0050 FT/FT
11+32.04, 86.82' RT (NE)
INSTALL
1 - CLEANOUT
RIM 338.53
FL 336.87 (6" NW)
FL 336.87 (6" SW)
11+29.28, 59.96' RT (NE)
INSTALL
1 - CLEANOUT
RIM 338.55
FL 337.01 (6" SE)
2
7
L
F
6
"
P
V
C
@
0
.
0
0
5
0
F
T
/
F
T
62 LF 6" PVC
@ 0.0050 FT/FT
10+70.37, 93.17' RT (NE)
INSTALL
1 - CLEANOUT
RIM 338.23
FL 336.56 (6" NE)
FL 336.56 (6" NW)
69 LF 6" PVC
@ 0.0050 FT/FT
57 L
F
6
"
P
E
R
F
HP S
T
O
R
M
P
I
P
E
LAI
D
F
L
A
T
12+57.30, 78.35' RT (NE)
INSTALL
1 - CLEANOUT
RIM 338.54
FL 337.00 (6" SW)
39 LF 6" PVC
@ 0.0050 FT/FT
34 LF 6" PVC
@ 0.0100 FT/FT
11+58.65, 24.96' RT (NE)
INSTALL
CB-NE5, TYPE 1
RIM 338.35
FL 336.33 (6" SE)
FL 336.33 (6" NE)
42 L
F
6
"
P
E
R
F
HP
S
T
O
R
M
P
I
P
E
LAI
D
F
L
A
T
12+75.87, 63.15' RT (NE)
INSTALL
1 - CLEANOUT
RIM 337.99
FL 336.97 (6" NE)
15+11.94, 29.17' LT (N)
INSTALL
CB-N5, TYPE 1
RIM 336.35
FL 334.66 (6" E)
67 LF 6" PERF
HP STORM PIPE
@ 0.0094 FT/FT
65 LF 6" PERF
HP STORM PIPE
@ 0.0110 FT/FT
61
L
F
6
"
P
E
R
F
HP
S
T
O
R
M
P
I
P
E
@
0
.
0
0
5
4
F
T
/
F
T
58 LF 6" PERF
HP STORM PIPE
@ 0.0107 FT/FT
20 LF 6" PERF
HP STORM PIPE
@ 0.0108 FT/FT
15+78.44, 32.17' RT (N)
INSTALL
CB-N8, TYPE 1
RIM 337.31
FL 335.62 (6" W)
FL 335.62 (6" E)
FL 335.62 (6" N)
15+20.53, 32.17' RT (N)
INSTALL
CB-N6, TYPE 1
RIM 336.69
FL 335.00 (6" E)
10+63.35, 32.17' LT (NE)
INSTALL
CB-NE3, TYPE 1
RIM 337.30
FL 335.61 (6" SW)
FL 335.61 (6" NE)
FL 335.61 (6" SE)
5
7
L
F
6
"
P
E
R
F
H
P
S
T
O
R
M
P
I
P
E
@
0
.
0
1
8
3
F
T
/
F
T
10+63.35, 25.03' RT (NE)
INSTALL
CB-NE4, TYPE 1
RIM 338.34
FL 336.33 (6" NE)
FL 336.22 (6" SE)
FL 336.66 (6" NW)
15+78.44, 29.17' LT (N)
INSTALL
CB-N7, TYPE 1
RIM 336.98
FL 335.29 (6" W)
FL 335.29 (6" E)
FL 335.29 (6" S)
16+43.94, 29.17' LT (N)
INSTALL
1 - CLEANOUT
RIM 337.69
FL 336.00 (6" W)
12+01.77, 24.90' LT (NE)
INSTALL
1 - CLEANOUT
RIM 338.16
FL 336.47 (6" E)
13+22.76, 9.66' LT (NE)
INSTALL
1 - CLEANOUT
RIM 338.20
FL 336.51 (6" W)
88 LF 6" PERF
HP STORM PIPE
@ 0.0051 FT/FT
47 LF 6" PERF
HP STORM PIPE
@ 0.0105 FT/FT
12+76.83, 9.17' LT (NE)
INSTALL
CB-NE6, TYPE 1
RIM 337.71
FL 336.02 (6" W)
FL 336.02 (6" E)15+98.53, 32.17' RT (N)
INSTALL
1 - CLEANOUT
RIM 337.52
FL 335.84 (6" W)
10+49.40, 32.17' LT (NE)
INSTALL
1 - CLEANOUT
RIM 337.40
FL 335.71 (6" NE)
10+90.40, 32.17' LT (NE)
INSTALL
1 - CLEANOUT
RIM 337.49
FL 335.81 (6" SW)
14 LF 6" PERF
HP STORM PIPE
@ 0.0070 FT/FT
27 L
F
6
"
P
E
R
F
HP
S
T
O
R
M
P
I
P
E
@ 0.
0
0
7
2
F
T
/
F
T
2
1
L
F
6
"
P
V
C
@
0
.
0
0
3
3
F
T
/
F
T
14+88.78, 9.00' LT (N)
INSTALL
CB-N3, TYPE 1
RIM 336.28
FL 334.45 (6" S)
14+92.19, 12.00' RT (N)
INSTALL
CB-N4, TYPE 1
RIM 336.21
FL 334.38 (6" N)
10+30.92, 10.95' LT (NE)
INSTALL
CB-NE1, TYPE 1
RIM 337.09
FL 335.26 (6" SE)
2
1
L
F
6
"
P
V
C
@
0
.
0
1
3
8
F
T
/
F
T
10+31.32, 10.06' RT (NE)
INSTALL
CB-NE2, TYPE 1
RIM 337.38
FL 335.55 (6" NW)
02010 20 40
SCALE: 1" = 20'
1"
=
2
0
'
N/
A
N
HATTON
GODAT
PANTIER
NO
R
T
H
E
A
S
T
D
R
A
I
N
A
G
E
P
L
A
N
20
INDEX:
JOB:
SHEET:
AGENCY NO.
OF
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
DE
S
I
G
N
E
D
B
Y
:
SC
A
L
E
:
DA
T
E
:
VH
EN
G
I
N
E
E
R
S
TE
L
:
3
6
0
.
9
4
3
.
1
5
9
9
F
A
X
:
3
6
0
.
3
5
7
.
6
2
9
9
OL
Y
M
P
I
A
,
W
A
9
8
5
0
6
39
1
0
M
A
R
T
I
N
W
A
Y
E
,
S
U
I
T
E
B
HA
T
T
O
N
SU
R
V
E
Y
O
R
S
PA
N
T
I
E
R
ha
t
t
o
n
p
a
n
t
i
e
r
.
c
o
m
GO
D
A
T
AN
D
RE
V
I
S
I
O
N
S
:
DA
T
E
:
TA
H
O
M
A
T
E
R
R
A
C
O
M
M
E
R
C
I
A
L
50
A
P
O
R
T
I
O
N
O
F
T
H
E
N
W
1
/
4
O
F
T
H
E
S
W
1
/
4
A
N
D
T
H
E
N
E
1
/
4
O
F
T
H
E
SW
1
/
4
S
E
C
T
I
O
N
2
4
T
O
W
N
S
H
I
P
1
7
N
O
R
T
H
,
R
A
N
G
E
1
E
A
S
T
,
W
.
M
.
JE
G
/
B
S
N
AD
B
SE
P
T
.
2
0
2
3
CP
M
H:\DGN\22-000\22-005\CDs
22-005
CITY OF YELM
MERIDIAN HORIZONTAL DATUMVERTICAL DATUM
NGVD 29 PER T.C.H.P.N. #1252BM
BASED ON THRUSTON COUNTY HIGH PRECISION
NETWORK CONTROL POINT NO. 1252BM, 3" BRASS
CAP AT THE NW CORNER OF THE INTERSECTION OF
YELM HIGHWAY AND KILLION ROAD
ELEVATION = 246.39 (NGVD)
DATUM DATUM
22-005 drn.dwg
TP
N
#
7
8
6
4
0
0
0
0
0
1
2
,
7
8
6
4
0
0
0
0
0
1
0
CI
T
Y
C
O
M
M
E
N
T
S
12
/
1
3
/
2
3
PLAT OF TAHOMA TERRA PHASE 2, DIVISION 2 UNDER
AUDITOR'S FILE NO. 4620459
99
5
5
T
A
H
O
M
A
B
L
V
D
S
E
,
Y
E
L
M
,
W
A
9
8
5
9
7
14
7
8
8
B
E
R
R
Y
V
A
L
L
E
Y
R
D
S
E
,
Y
E
L
M
,
W
A
9
8
5
9
7
CI
T
Y
C
O
M
M
E
N
T
S
3/
7
/
2
4
NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE
LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE
CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO
CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811
A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION.
THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT,
UNLESS CERTIFIED BY HATTON GODAT PANTIER.
ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE
REVIEWED AND APPROVED BY HATTON GODAT PANTIER.
TOPOGRAPHIC NOTE:
THE EXISTING TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS
HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION
FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO
BE RELIABLE, HGP CANNOT ENSURE ITS ACCURACY AND THUS IS NOT
RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR
ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED
INTO THESE DRAWINGS AS A RESULT.
TA
H
O
M
A
B
L
V
D
S
E
B
E
R
R
Y
V
A
L
L
E
Y
R
D
S
E
TA
H
O
M
A
B
L
V
D
.
EA
S
T
WE
S
T
NORTH
NE
KEY MAP
N.T.S.
LO
N
G
M
I
R
E
ROOF DRAIN CONNECTION TO
INFILTRATIVE PAVEMENT (TYP)
(SEE DETAIL SHEET 21)
6" ROOF DRAIN CLEANOUT AT
ENDS OF 6" PERF PIPE (TYP)
3/29/24
C
C
C
R
=
1
.
5
"
INDEX:
JOB:
SHEET:
AGENCY NO.
OF
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
DE
S
I
G
N
E
D
B
Y
:
SC
A
L
E
:
DA
T
E
:
VH
EN
G
I
N
E
E
R
S
TE
L
:
3
6
0
.
9
4
3
.
1
5
9
9
F
A
X
:
3
6
0
.
3
5
7
.
6
2
9
9
OL
Y
M
P
I
A
,
W
A
9
8
5
0
6
39
1
0
M
A
R
T
I
N
W
A
Y
E
,
S
U
I
T
E
B
HA
T
T
O
N
SU
R
V
E
Y
O
R
S
PA
N
T
I
E
R
ha
t
t
o
n
p
a
n
t
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.
c
o
m
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D
A
T
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V
I
S
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N
S
:
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T
E
:
TA
H
O
M
A
T
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R
R
A
C
O
M
M
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R
C
I
A
L
50
A
P
O
R
T
I
O
N
O
F
T
H
E
N
W
1
/
4
O
F
T
H
E
S
W
1
/
4
A
N
D
T
H
E
N
E
1
/
4
O
F
T
H
E
SW
1
/
4
S
E
C
T
I
O
N
2
4
T
O
W
N
S
H
I
P
1
7
N
O
R
T
H
,
R
A
N
G
E
1
E
A
S
T
,
W
.
M
.
JE
G
/
B
S
N
AD
B
SE
P
T
.
2
0
2
3
CP
M
H:\DGN\22-000\22-005\CDs
22-005
22-005 det.dwg
TP
N
#
7
8
6
4
0
0
0
0
0
1
2
,
7
8
6
4
0
0
0
0
0
1
0
CI
T
Y
C
O
M
M
E
N
T
S
12
/
1
3
/
2
3
99
5
5
T
A
H
O
M
A
B
L
V
D
S
E
,
Y
E
L
M
,
W
A
9
8
5
9
7
14
7
8
8
B
E
R
R
Y
V
A
L
L
E
Y
R
D
S
E
,
Y
E
L
M
,
W
A
9
8
5
9
7
CI
T
Y
C
O
M
M
E
N
T
S
3/
7
/
2
4
GR
A
D
I
N
G
&
S
I
T
E
D
E
T
A
I
L
S
-
1
21
N/
A
N/
A
NOTES:
1. COMPACT SUBGRADE FOR CURB AND WALKS TO 95%
OF THE MAXIMUM DENSITY.
2. EXPANSION JOINTS SHALL BE AT 10'-0" INTERVALS OR
AS SHOWN ON ARCHITECTURAL PLANS.
3. CONCRETE SHALL CONFORM TO WSDOT SPEC. 8-14.2
EXCEPT USE CLASS 4000 CONCRETE.
4. PROVIDE EXPANSION JOINT BETWEEN CEMENT
CONCRETE CURB & SIDEWALK AND BETWEEN SIDEWALK
AND BUILDING STEM WALL.
COMPACTED SUBGRADE
6x6 W1.4xW1.4 WWF
AT CENTER SLAB
6"4"
VARIES
ON-SITE CURB AND WALK
N.T.S
ED
G
E
PV
M
T
.
6"
2"
2'-0"
9.5"
4"
72"
6"WHEEL STOP DETAIL
N.T.S.
SEAL ANNULAR OPENING
WITH EPOXY MIXTURE
12" MORTAR GROUT
12" BAR 18" LONG
2 PER CAST UNIT
NOTES:
1. COMPACT SUBGRADE TO 95% OF THE MAXIMUM
DENSITY.
2. CONCRETE SHALL CONFORM TO WSDOT SPEC.
8-14.2 EXCEPT USE CLASS 4000 CONCRETE.
NEW
CONCRETE
PAVING
6x6 W1.4xW1.4 WWF
AT CENTER SLAB
2" CSTC
VARIES
4"
2"
COMPACTED
SUBGRADE
SIDEWALK CONCRETE PAVING SECTION
N.T.S.
TYPE 1 CB w/
SOLID COVER
6" ROOF
DRAIN LINE
BUILDING
DOWNSPOUT
6" TEE W/ FINE
MESH SCREEN
6" PVC
6" N-12 PERF PIPE PARALLEL
TO CURB, LAID FLAT.
LENGTH VARIES, SEE PLAN.
1.5'
2" MIN.
INFILTRATIVE
PAVEMENT
ROOF DRAIN CONNECTION TO
INFILTRATIVE PAVEMENT DETAIL
N.T.S.
1.POROUS HMA SHALL MEET APWA GSP 5-04.3 CONSTRUCTION
REQUIREMENTS POROUS ASPHALT (PHMA/PWMA).
2.CRUSHED SURFACING CHOKER COURSE SHALL MEET APWA GSP
4-04.2 CRUSHED SURFACING CHOKER COURSE.
3.PERMEABLE BALLAST SHALL MEET APWA GSP 4-04.2 GRAVEL BASE
AND 9-03.9(2) PERMEABLE BALLAST OPT1 AND SHALL BE INSTALLED
PER APWA GSP 4-04.3(5) SHAPING AND COMPACTION.
4.GEOTEXTILE FOR UNDERGROUND DRAINAGE PER WSDOT 933.2(1),
NON-WOVEN, TABLE 2, CLASS A AND INSTALLED PER WSDOT
2-12.3(1)
5.GRADATION TESTING SHALL BE COMPLETED PRIOR TO PLACEMENT
OF THE SAND LAYER TO CONFIRM THE MIX MEETS THE DESIGN
SPECIFICATIONS PER THE SAND MEDIUM SPECIFICATIONS IN THE
2019 STORMWATER MANAGEMENT MANUAL FOR WESTERN
WASHINGTON. SPECIFICATIONS ARE AS FOLLOWS:
6.NATIVE SOILS WITH ≥ 5 MILLIEQUIVALENTS CEC/100g DRY SOIL AS
DETERMINED BY THE USEPA METHOD 9081 AND ≥ 1% ORGANIC
CONTENT BY WEIGHT USING THE ASTM D2974 METHOD MAY FORGO
INSTALLATION OF THE 6" WATER QUALITY TREATMENT SAND LAYER.
7.NATIVE SOIL SUBGRADE TO BE PREPARED AND PROTECTED PER
APWA GSP 2-06.3(3) SUBGRADE FOR PERMEABLE PAVEMENTS.
POROUS PAVEMENT NOTES:
SIEVE NO.PERCENT PASSING
4
8
16
30
50
100
200
95 - 100
70 - 100
40 - 90
25 - 75
2 - 25
<4
<2
1' MIN
INFILTRATIVE PAVEMENT SECTION
N.T.S.
PERMEABLE BALLAST
(SEE NOTE 1)
SOIL TREATMENT LAYER
(SEE NOTES 3 & 4)6"
SUBGRADE (SEE NOTE 5)
CLASS B ASPHALT CONCRETE
2"
20"
GEOTEXTILE FABRIC
(SEE NOTE 2)
2"
CRUSHED SURFACING TOP COURSE
1' MIN. ABOVE SEASONAL HIGH
GROUNDWATER TABLE OR
OTHER IMPERMEABLE LAYER
FINISH GRADE
2'
NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE
LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE
CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO
CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811
A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION.
THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT,
UNLESS CERTIFIED BY HATTON GODAT PANTIER.
ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE
REVIEWED AND APPROVED BY HATTON GODAT PANTIER.
10"
1/4" R.
1"
6 1/2"
6"
5 1/2"
1" R.
CEMENT CONCRETE
TRAFFIC CURB DETAIL
N.T.S.
INFILTRATIVE PAVING
PAVEMENT SECTION
(SEE DETAIL THIS SHEET)
FACE OF CURB
WRAP GEOTEXTILE FABRIC
6" UP SIDES OF CURB
VA
R
I
E
S
EN
S
U
R
E
B
O
T
T
O
M
O
F
C
U
R
B
RE
A
C
H
E
S
B
O
T
T
O
M
O
F
PO
R
O
U
S
P
A
V
I
N
G
S
T
O
R
A
G
E
LA
Y
E
R
(
T
Y
P
)
PARKING AREA
FLUSH SIDEWALK
N.T.S.
SURFACING TOP
COURSE OR
WELL GRADED SAND
4" CONCRETE
NEW SIDEWALK
ON-SITE ONLY
EDGE
PVMT.
2 %
2'
WHEEL STOP
STORAGE UNIT PAD FFE
CEMENT CONCRETE TRAFFIC CURB
(SEE DETAIL THIS SHEET)
INFILTRATIVE PAVING
PAVEMENT SECTION
(SEE DETAIL THIS SHEET)
WRAP GEOTEXTILE FABRIC
6" UP SIDES OF CURB
INFILTRATIVE PAVING
PAVEMENT SECTION
(SEE DETAIL THIS SHEET)
6"
1"
30 MIL LINER
(SEE NOTE 1)
TRIM LINER 1" BELOW
PAVEMENT SURFACE
VARIES
REFERENCE ARCHITECT
PLANS FOR BUILDING
FOUNDATION DETAILS
BUILDING FOUNDATION & POROUS
PAVEMENT EDGE TREATMENT DETAIL
N.T.S.
NOTES:
1. LINER SHALL BE HDPE CONFORMING TO
GEOSYNTHETIC RESEARCH INSTITUTE (GRI) CM 13 OR
LLDPE CONFORMING TO GRI GM 17.
EXTEND LINER 6"
INTO PAVEMENT
2"
10"
2.5"
1"
2.5"5"
6"
R=1"
EXTRUDED CONCRETE CURB DETAIL
N.T.S.
INFILTRATIVE PAVING
PAVEMENT SECTION
(SEE DETAIL THIS SHEET)
WRAP GEOTEXTILE FABRIC
UP SIDE OF PERMEABLE
BALLAST LAYER
2"
MIN
1-1/2" TO 2-1/2"
WASHED DRAIN ROCK
2'
CURB CUT OPENING
(SEE DETAIL THIS SHEET)
INFILTRATIVE PAVING
PAVEMENT SECTION
(SEE DETAIL THIS SHEET)
STORAGE UNIT PAD 2% MIN
2% MIN
OVERFLOW STORMWATER
INFILTRATION TRENCH DETAIL
N.T.S.
6"
FLOW TO LANDSCAPING
2% MIN.
WELDED WIRE FABRIC
2'
CONCRETE OPENING TO BE 1"
MIN. BELOW TYPICAL GUTTER
ELEVATION AT UPSTREAM
ASPHALT EDGE AT OPENING TO
BE TAMPED DOWN AT GUTTER TO
MATCH OPENING IN CONCRETE
PAVEMENT
FINISH GRADE SLOPE
TYPICAL GUTTER ELEVATION
MODIFIED CEMENT
CONCRETE TRAFFIC CURB
1' (TYP)1.5'
CURB CUT OPENING DETAIL
N.T.S.
6" REVEAL
CURB
6" REVEAL
CURB
CONCRETE OPENING
(SEE ABOVE)
2'
2%
M
I
N
.
CURB CUT PLAN
CURB CUT PROFILE
4"
LINE SIDES OF TRENCH
WITH GEOTEXTILE FABRIC
6" PERF HP STORM PIPE
12"
MIN
2"
MIN
COFFEE SHOP QUEUING DETAIL
1" = 20'
1'
MIN SETBACK
(TYP)
3/29/24
USE UPDATED STORM
DRAWING DETIALS
INDEX:
JOB:
SHEET:
AGENCY NO.
OF
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
DE
S
I
G
N
E
D
B
Y
:
SC
A
L
E
:
DA
T
E
:
VH
EN
G
I
N
E
E
R
S
TE
L
:
3
6
0
.
9
4
3
.
1
5
9
9
F
A
X
:
3
6
0
.
3
5
7
.
6
2
9
9
OL
Y
M
P
I
A
,
W
A
9
8
5
0
6
39
1
0
M
A
R
T
I
N
W
A
Y
E
,
S
U
I
T
E
B
HA
T
T
O
N
SU
R
V
E
Y
O
R
S
PA
N
T
I
E
R
ha
t
t
o
n
p
a
n
t
i
e
r
.
c
o
m
GO
D
A
T
AN
D
RE
V
I
S
I
O
N
S
:
DA
T
E
:
TA
H
O
M
A
T
E
R
R
A
C
O
M
M
E
R
C
I
A
L
50
A
P
O
R
T
I
O
N
O
F
T
H
E
N
W
1
/
4
O
F
T
H
E
S
W
1
/
4
A
N
D
T
H
E
N
E
1
/
4
O
F
T
H
E
SW
1
/
4
S
E
C
T
I
O
N
2
4
T
O
W
N
S
H
I
P
1
7
N
O
R
T
H
,
R
A
N
G
E
1
E
A
S
T
,
W
.
M
.
JE
G
/
B
S
N
AD
B
SE
P
T
.
2
0
2
3
CP
M
H:\DGN\22-000\22-005\CDs
22-005
22-005 det.dwg
TP
N
#
7
8
6
4
0
0
0
0
0
1
2
,
7
8
6
4
0
0
0
0
0
1
0
CI
T
Y
C
O
M
M
E
N
T
S
12
/
1
3
/
2
3
99
5
5
T
A
H
O
M
A
B
L
V
D
S
E
,
Y
E
L
M
,
W
A
9
8
5
9
7
14
7
8
8
B
E
R
R
Y
V
A
L
L
E
Y
R
D
S
E
,
Y
E
L
M
,
W
A
9
8
5
9
7
CI
T
Y
C
O
M
M
E
N
T
S
3/
7
/
2
4
GR
A
D
I
N
G
&
S
I
T
E
D
E
T
A
I
L
S
-
2
22
N/
A
N/
A
NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE
LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE
CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO
CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811
A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION.
THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT,
UNLESS CERTIFIED BY HATTON GODAT PANTIER.
ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE
REVIEWED AND APPROVED BY HATTON GODAT PANTIER.
THE DETAILS ON THIS SHEET WITH AN AGENCY TITLE BLOCK WERE PREPARED BY
THE REVIEWING AGENCY AND WERE REQUIRED TO BE INCLUDED ON THIS PLAN BY
SAID AGENCY. THE DESIGN ENGINEER MAKES NO WARRANTY AS TO THE SUITABILITY
OR APPROPRIATENESS OF THOSE DETAILS. SOME AGENCY DETAILS ON THIS SHEET
MAY HAVE BEEN MODIFIED TO SUIT DESIGN NEEDS AND HAVE BEEN NOTED AS SUCH.
A.ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY
OF YELM STANDARDS, AND THE MOST CURRENT COPY OF THE STATE OF
WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND
MUNICIPAL CONSTRUCTION.
B.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL IN
ACCORDANCE WITH MUTCD. PRIOR TO DISRUPTION OF ANY TRAFFIC,
TRAFFIC CONTROL PLANS SHALL BE PREPARED AND SUBMITTED TO THE
CITY FOR APPROVAL. NO WORK SHALL COMMENCE UNTIL ALL APPROVED
TRAFFIC CONTROL IS IN PLACE.
C.ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY
OTHER VERTICAL AND/OR HORIZONTAL ALIGNMENT SHALL BE STAKED BY
AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH
WORK.
D.WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING ASPHALT SHALL BE
CUT TO A NEAT VERTICAL EDGE AND TACKED WITH ASPHALT EMULSION
TYPE CSS1 IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS. THE
NEW ASPHALT SHALL BE FEATHERED BACK OVER EXISTING TO PROVIDE
FOR A SEAL AT THE SAW CUT LOCATION AND THE JOINT SEALED WITH
GRADE AR-4000W PAVING ASPHALT.
E.COMPACTION OF SUBGRADE, ROCK, AND ASPHALT SHALL BE IN
ACCORDANCE WITH THE STANDARD SPECIFICATIONS.
F.SUBGRADE INSPECTION SHALL BE PERFORMED BY AN APPROVED
TESTING FIRM AND FORMS SHALL BE INSPECTED FOR LINE AND GRADE BY
AN ENGINEER BEFORE POURING CONCRETE.
G.CERTIFICATION AS TO CONFORMANCE SHALL BE PROVIDED TO THE CITY
PRIOR TO ACCEPTANCE OF WORK.
H.THE CONTRACTOR/DEVELOPER SHALL FURNISH AND INSTALL ALL
PERMANENT SIGNING.
YELM GENERAL NOTES (STREET CONSTRUCTION)
COMPACT
CARS
ONLY
COMPACT STALL SIGN DETAIL
n.t.s
3/29/24
INDEX:
JOB:
SHEET:
AGENCY NO.
OF
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
DE
S
I
G
N
E
D
B
Y
:
SC
A
L
E
:
DA
T
E
:
VH
EN
G
I
N
E
E
R
S
TE
L
:
3
6
0
.
9
4
3
.
1
5
9
9
F
A
X
:
3
6
0
.
3
5
7
.
6
2
9
9
OL
Y
M
P
I
A
,
W
A
9
8
5
0
6
39
1
0
M
A
R
T
I
N
W
A
Y
E
,
S
U
I
T
E
B
HA
T
T
O
N
SU
R
V
E
Y
O
R
S
PA
N
T
I
E
R
ha
t
t
o
n
p
a
n
t
i
e
r
.
c
o
m
GO
D
A
T
AN
D
RE
V
I
S
I
O
N
S
:
DA
T
E
:
TA
H
O
M
A
T
E
R
R
A
C
O
M
M
E
R
C
I
A
L
50
A
P
O
R
T
I
O
N
O
F
T
H
E
N
W
1
/
4
O
F
T
H
E
S
W
1
/
4
A
N
D
T
H
E
N
E
1
/
4
O
F
T
H
E
SW
1
/
4
S
E
C
T
I
O
N
2
4
T
O
W
N
S
H
I
P
1
7
N
O
R
T
H
,
R
A
N
G
E
1
E
A
S
T
,
W
.
M
.
JE
G
/
B
S
N
AD
B
SE
P
T
.
2
0
2
3
CP
M
H:\DGN\22-000\22-005\CDs
22-005
22-005 det.dwg
TP
N
#
7
8
6
4
0
0
0
0
0
1
2
,
7
8
6
4
0
0
0
0
0
1
0
CI
T
Y
C
O
M
M
E
N
T
S
12
/
1
3
/
2
3
99
5
5
T
A
H
O
M
A
B
L
V
D
S
E
,
Y
E
L
M
,
W
A
9
8
5
9
7
14
7
8
8
B
E
R
R
Y
V
A
L
L
E
Y
R
D
S
E
,
Y
E
L
M
,
W
A
9
8
5
9
7
CI
T
Y
C
O
M
M
E
N
T
S
3/
7
/
2
4
DR
A
I
N
A
G
E
D
E
T
A
I
L
S
23
N/
A
N/
A
NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE
LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE
CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO
CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811
A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION.
THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT,
UNLESS CERTIFIED BY HATTON GODAT PANTIER.
ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE
REVIEWED AND APPROVED BY HATTON GODAT PANTIER.
STANDARD STORMWATER NOTES:
1.A PRECONSTRUCTION MEETING SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION OR STAKING OF THE SITE. THE
PRECONSTRUCTION MEETING SHALL INCLUDE STAFF FROM STORMWATER, WATER AND SEWER UTILITIES IF APPLICABLE.
2.ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE STORMWATER MANAGEMENT MANUAL FOR WESTERN
WASHINGTON (SWMMWW), OTHER COUNTY STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD
SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT/APWA) IN THAT ORDER.
3.CONSTRUCTION SWPPP CONSISTENT WITH THE REQUIREMENTS SET FORTH IN VOL II IN THE SWMMWW AND INCLUDES ALL 13 ELEMENTS OR
AS REQUIRED IN THE CONSTRUCTION STORMWATER GENERAL PERMIT. BMPS SELECTED FOR IMPLEMENTATION ARE TO BE APPROVED BY
ECOLOGY AND ARE TO CONFORM TO THE CURRENT STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON.
4.A CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND A COPY OF THE APPROVED STORMWATER PLANS SHALL BE
ONSITE AT ALL TIMES WHEN CONSTRUCTION IS IN PROGRESS. WHENEVER INSPECTION AND/OR MONITORING REVEALS THAT THE BMPS ARE
INADEQUATE, DUE TO DISCHARGE, TRACK OUT, OR POTENTIAL TO DISCHARGE, BMPS OR DESIGN CHANGES SHALL BE IMPLEMENTED AS
SOON AS POSSIBLE.IF DEFICIENCIES ARE IDENTIFIED THE FOLLOWING ACTIONS SHALL BE TAKEN BY THE COUNTY. IT SHALL BE AT THE
DISCRETION OF THE INSPECTOR WHICH ACTION WILL BE TAKEN BASED ON THE SEVERITY OR HISTORY OF THE SITE.
A.1ST ACTION TAKEN IS A VERBAL WARNING TO THE FOREMAN OR PERSON OVERSEEING THE SITE.
B.2ND ACTION TAKEN IS A WRITTEN INSPECTION WITH ACTIONS TO BE TAKEN SIGNED BY THE FOREMAN OR PERSON OVERSEEING THE
SITE.
C.3RD ACTION TAKEN IF CORRECTIVE ACTIONS ARE NOT TAKEN, COMPLETED OR ISSUES CONTINUE TO BE FOUND WILL BE A WRITTEN
NOTICE AND A STOP WORK ORDER SHALL BE POSTED.
5.SEASONAL WORK LIMITATIONS – FROM OCTOBER 1 THROUGH APRIL 30, CLEARING, GRADING, AND OTHER SOIL DISTURBING ACTIVITIES WILL
NOT BE PERMITTED UNLESS IT IS SHOWN TO THE SATISFACTION OF THE COUNTY THAT SILT-LADEN RUNOFF WILL BE PREVENTED FROM
LEAVING THE SITE THROUGH A COMBINATION OF THE FOLLOWING:
·SITE CONDITIONS INCLUDING EXISTING VEGETATIVE COVERAGE, SLOPE, SOIL TYPE, AND PROXIMITY TO RECEIVING WATERS; AND
·LIMITATIONS ON ACTIVITIES AND THE EXTENT OF DISTURBED AREAS; AND
·PROPOSED EROSION AND SEDIMENT CONTROL MEASURES
THE COUNTY MAY EXPAND OR RESTRICT THE SEASONAL LIMITATION ON SITE DISTURBANCE BASED ON SITE INSPECTIONS, LOCAL
WEATHER CONDITIONS, OR OTHER INFORMATION.
·IF, DURING THE COURSE OF ANY CONSTRUCTION ACTIVITY OR SOIL DISTURBANCE DURING THE SEASONAL LIMITATION PERIOD,
SILT-LADEN RUNOFF LEAVING THE CONSTRUCTION SITE CAUSES A VIOLATION OF THE SURFACE WATER QUALITY STANDARD; OR
·IF CLEARING AND GRADING LIMITS OR EROSION AND SEDIMENT CONTROL MEASURES SHOWN IN THE APPROVED PLAN ARE NOT
MAINTAINED, THE COUNTY MAY TAKE ENFORCEMENT ACTION, INCLUDING BUT
NOT LIMITED TO A NOTICE OF VIOLATION, ADMINISTRATIVE ORDER, FINE/PENALTY, STOP-WORK ORDER, OR CORRECTION NOTICE.
6.EXPOSED SOILS SHALL NOT BE LEFT EXPOSED AND UNWORKED FOR MORE THAN 2 DAYS BETWEEN (OCTOBER 1 – APRIL 30) OR 7 DAYS
BETWEEN (MAY1 – SEPT. 30).
7.ASSURE THAT CONCRETE WASHING AND CURING WATERS, WASTE STREAMS GENERATED FROM CONCRETE GRINDING AND SAWING,
EXPOSED AGGREGATE PROCESSES, DEWATERING CONCRETE VAULTS, CONCRETE PUMPING AND MIXER WASHOUT IS PERFORMED OFFSITE
OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR INTO STORM
DRAINS, OPEN DITCHES, STREETS, OR STREAMS. DO NOT DUMP EXCESS CONCRETE ON SITE, EXCEPT IN DESIGNATED CONCRETE WASHOUT
AREAS. REFER TO THE STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON FOR BMP’S. CONCRETE SPILLAGE OR CONCRETE
DISCHARGE TO STORMWATER FACILITIES IS AN ILLICIT DISCHARGE.
8.APPLICANT SHALL COMPLY WITH ALL OTHER PERMITS AND OTHER REQUIREMENTS OF THE GOVERNING AUTHORITY OR AGENCY.
9.ALL STORM MAINS AND RETENTION/DETENTION AREAS SHALL BE STAKED FOR GRADE AND ALIGNMENT BY AN ENGINEERING OR SURVEY
FIRM LICENSED TO PERFORM SUCH WORK.
10.STORM DRAIN PIPE MATERIALS SHALL BE AS SPECIFIED IN THE SWMMWW. PIPE SIZE, SLOPE, COVER, ETC., SHALL BE AS SPECIFIED IN
VOLUME III OF THE SWMMWW.
11.THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO APPROVED PLANS ON FILE WITH THE JURISDICTION. ANY
MATERIAL DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE JURISDICTION.
12.SPECIAL STRUCTURES, OIL/WATER SEPARATORS, AND OUTLET CONTROLS SHALL BE INSTALLED PER PLANS AND MANUFACTURER’S
RECOMMENDATIONS.
13. WASHINGTON LAW REQUIRES THAT THE RULES ADOPTED BY WASHINGTON UTILITIES AND TRANSPORTATION COMMISSION BE FOLLOWED.
THOSE RULES ARE SET FORTH IN RCW 19.122 AND REQUIRES ANYONE PERFORMING ANY TYPE OF DIGGING TO CALL AT LEAST TWO
BUSINESS DAYS BEFORE DIGGING. DIAL 811 OR 1-800-424-5555 OR VISIT WWW.CALLBEFOREYOUDIG.ORG.
14.ALL SURVEYING AND STAKING SHALL BE PERFORMED BY AN ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK.
THE ENGINEER OR SURVEYOR DIRECTING SUCH WORK SHALL BE LICENSED BY THE STATE OF WASHINGTON.
15.THE MINIMUM STAKING OF STORM SEWER SYSTEMS SHALL BE AS FOLLOWS:
A.STAKE LOCATION OF ALL CATCH BASINS/MANHOLES AND OTHER FIXTURES FOR GRADE AND ALIGNMENT.
B.STAKE LOCATION, SIZE, AND DEPTH OF RETENTION/DETENTION FACILITY.
C.STAKE FINISHED GRADE OF ALL STORMWATER FEATURES, INCLUDING BUT NOT LIMITED TO CATCH BASIN/MANHOLE RIM ELEVATIONS,
OVERFLOW STRUCTURES, WEIRS, AND INVERT ELEVATIONS OF ALL PIPES IN CATCH BASINS, MANHOLES, AND THOSE PIPES THAT
DAYLIGHT.
16.FINAL ELEVATIONS, LOCATIONS, SLOPES, GRADES, ROADWAY ALIGNMENTS, ETC. SHALL BE BASED ON A FIELD SURVEY CONDUCTED BY A
LICENSED PROFESSIONAL SURVEYOR AND SHALL BE STAMPED BY THE SURVEYOR AS A RECORD OF THE FINAL CONSTRUCTED LOCATION
AND ELEVATION OF FACILITIES SHOWN.
17.A CONTINUOUS TONING WIRE SHALL BE BURIED THE ENTIRE LENGTH OF ALL STORMWATER PIPE AND BE LOCATED AND ATTACHED TO THE
TOP OF THE PIPE. THE TONING WIRE SHALL BE 12 GAUGE INSULATED GREEN TONING WIRE. THE TONING WIRE SHALL END IN CATCHBASINS,
MANHOLES, OTHER STRUCTURES, AND BE PLACED IN A ORGANIZED MANNER ON A STAINLESS STEEL CONCRETE WEDGE ANCHOR AND/OR
HOOK WITHIN SIX (6) INCHES OF LID OR GRATE OR END OF PIPE IF NO STRUCTURES PRESENT I.E., CROSS CULVERT WITH A MINIMUM OF FIVE
(5) FOOT COIL OF WIRE SO IT WILL NOT FALL OFF AND CAN BE ACCESSED WITHOUT ENTERING THE STRUCTURE. THE TONING WIRE SHALL BE
TESTED FOR CONTINUITY PRIOR TO ACCEPTANCE. ALL SPLICES WILL BE MADE WITH COPPERHEAD SNAKEBITE CONNECTORS OR 3M DBR
MOISTURE DISPLACEMENT CONNECTORS SPLICE KITS DESIGNED FOR IN-GROUND USE.
18.UNDERGROUND WARNING TAPE SHALL BE PLACED APPROXIMATELY TWELVE (12”) ABOVE THE TOP OF PIPE INDICATING STORMWATER PIPE.
19.ALL CULVERTS SHALL BE A MINIMUM OF TWELVE (12”) DIAMETER AND OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE
EDGE OF THE DRIVEWAY OR ROADWAY TO THE BOTTOM OF THE DITCH. THE CULVERT SHALL EXTEND ONE FOOT OUTSIDE THE DRIVEWAY
OR ROADWAY RADIUS BEFORE THE BEVEL TO ALLOW FOR RIPRAP ARMORING TO PREVENT SLOUGHING OF THE BASE/CRUSHED ROCK INTO
THE DITCH. CULVERTS SHALL HAVE BEVELED ENDS TO MATCH THE SIDE SLOPE. DUCTILE IRON PIPE SHALL BE CUT SHORT TO ALLOW FOR
TRANSITION TO PVC OR PE BEVELED PIPE ENDS THAT ARE EXPOSED IN OPEN CONVEYANCE SYSTEM.
20.THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO ACCEPTED PLANS ON FILE WITH THE COUNTY. ANY MATERIAL
DEVIATION FROM THE PLANS WILL REQUIRE WRITTEN ACCEPTANCE FROM THE DRAINAGE MANUAL ADMINISTRATOR OR DESIGNEE.
21.CATCHBASIN GRATES SHALL BE DIRECTIONAL GRATES WHERE GRADE OR SLOPE IS GREATER THAN OR EQUAL TO 1%.
22.A COPY OF THE ACCEPTED STORM WATER PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
23.ALL BUILDING DOWNSPOUTS ON COMMERCIAL SITES SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS OTHERWISE
ACCEPTABLE TO THE COUNTY.
24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT,
FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN
CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL
TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE CURRENT WSDOT
STANDARD SPECIFICATIONS FOR TRAFFIC CONTROL OR MUTCD SHALL APPLY.
25.IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND OTHER RELATED OR REQUIRED PERMITS PRIOR
TO ANY CONSTRUCTION ACTIVITY IN THE COUNTY RIGHT-OF-WAY. IT SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN
ALL REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION.
26.ALL NEW STORM DRAIN PIPELINES SHALL BE CLOSED-CIRCUIT TELEVISION (CCTV) INSPECTED AND AIR PRESSURE TESTED (APT) BY THE
DEVELOPER, CONTRACTOR OR APPLICANT PRIOR TO PAVING WHEN PRACTICAL. REQUIRED PRE-NOTIFICATION: THE CONTRACTOR SHALL
NOTIFY THE COUNTY STORM AND SURFACE WATER UTILITY AT 360-867-2099 AT LEAST 3 WORKING DAYS IN ADVANCE OF THE FIRST
TELEVISION INSPECTION.
27.THERMO-PLASTIC DRAINAGE MARKINGS ARE REQUIRED FOR ALL STRUCTURES IN THE ROADWAY. PLEASE CONTACT THE STORM AND
SURFACE WATER UTILITY AT 360-867-2099 FOR MARKING STANDARDS.
28.THE PROJECT ENGINEER SHALL INSPECT DRAINAGE AND EROSION CONTROL FACILITIES PERIODICALLY DURING CONSTRUCTION. THE
PROJECT ENGINEER SHALL PROVIDE, AT A MINIMUM, INSPECTION CERTIFICATION FOR THE DRAINAGE AND EROSION CONTROL FACILITIES
FOLLOWING ANY STORM EVENT WITH PRECIPITATION EQUAL TO OR EXCEEDING 2 INCHES IN A 24-HOUR PERIOD. FAILURE TO SUBMIT
CERTIFICATION TO THE COUNTY WITHIN 24 HOURS FOLLOWING SUCH AN EVENT MAY RESULT IN A STOP WORK ORDER BEING PLACED ON
THE PROJECT.
29.ALL CASTINGS OR STRUCTURES NOT IN PAVEMENT AREAS, AND NOT IN THE ROADWAY RIGHT-OF-WAY OF A PAVED ROAD, SHALL BE SET SIX
INCHES (6") ABOVE FINISHED GRADE. THEY SHALL HAVE A CAST IRON FRAME AND COVER GROUTED TO JUST UNDER THE TOP OF THE
FRAME AND A CONCRETE PAD EXTENDING OUT 2 FEET IN ALL DIRECTIONS.
30.ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SIMILARLY STABILIZED TO THE SATISFACTION OF THE CITY OF YELM. FOR
SITES WHERE GRASS HAS BEEN PLANTED THROUGH HYDROSEEDING, FINAL WILL NOT OCCUR UNTIL THE GRASS HAS BEEN THOROUGHLY
ESTABLISHED (90% ESTABLISHMENT), UNLESS OTHERWISE APPROVED BY THE COUNTY.
31.NO TREES OR SHRUBS MAY BE PLANTED WITHIN 25 FEET OF INLET OR OUTLET PIPES OR MANMADE DRAINAGE STRUCTURES SUCH AS
SPILLWAYS OR FLOW SPREADERS. SPECIES WITH ROOTS THAT SEEK WATER, SUCH AS WILLOW OR POPLAR, SHALL BE AVOIDED WITHIN 50
FEET OF PIPES OR MANMADE STRUCTURES.
32.TCC 18.16.020 BONDING OF DRAINAGE IMPROVEMENTS SHALL NOT BE ALLOWED AND FACILITIES WILL BE CONSTRUCTED AND COMPLETE
PRIOR TO FINAL.
CAST IRON COVER AND RING
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
6"CLEAR MIN TYP AROUND
2'-0"
12
"
WYE
NOTE:
CLEAN-OUT SIZE SHALL BE 6"
PLUG AND BLOCK
NOTE:
CLEAN-OUT LOCATION IN PAVED AREAS
LOCATED ON EASEMENTS PROVIDE 2'-0"
COVER AND FURNISH AND PLACE STEEL
PLATE1/8" X 2' 2' OVER PIPE END FOR
DETENTION BY METAL DETECTORS
CLEAN-OUT FRAME AND COVER
REQUIRED WHEN BROUGHT TO
THE SURFACE (SEE DETAIL)
FIBER JOINT PACKING
45°BEND
APPROVED WATER
TIGHT PLUG
IF VERTICAL PIPE IS TO BE CUT FOR
GRADE ADJUSTMENT CUT UPPER
END AND PLUG WITH INSERT TYPE
PLUG
CLEAN-OUT DETAIL
n.t.s
GEOTEXTILE FABRIC USED UNDER OVERFLOW SPILLWAYS SHALL BE US
FABRICS US160NW OR APPROVED EQUIVALENT.
GEOTEXTILE FABRIC NOTE:
ROCK LINING SHALL CONFORM WITH TABLE 3.7 OF THE 2022 THURSTON
COUNTY DRAINAGE AND EROSION CONTROL MANUAL
ROCK PROTECTION SHALL BE REASONABLY QUARRY SPALLS WITH THE
FOLLOWING GRADATION:
100% PASSING 8" SQUARE SIEVE
40% - 60% PASSING 3" SQUARE SIEVE
0% - 10% PASSING 3/4" SIEVE
ARMOR POND A MINIMUM OF 3' IN EACH SIDE OF OUTFALL
ROCK LINING NOTE:
ROCK LINING OUTFALL DETAIL
N.T.S..
F L O
W
POND BOTTOM
8' MIN.
1'
GEOTEXTILE
FABRIC
COMPACTED
SUBGRADE
DISCHARGE PIPE w/ TRASH RACK
EXTEND ROCK PAD A
MINIMUM OF 1' ABOVE
OUTFALL PIPE
3/29/24
15+00
16+00
P
I
1
4
+
8
8
.
0
5
10+
0
0
11+
0
0
12+
0
0
13+00
1
4
+
0
0
P
I
1
0
+
3
7
.
0
3
P
C
1
1
+
9
9
.
3
3
PT
1
2
+
3
4
.
3
7
PC
1
3
+
1
7
.
0
2
PT 13
+
6
0
.
2
4
C/L INT
10.00.00 (NE)=
BERRY VALLEY RD=
N 594835.06
E 1109157.08
C/L INT
16+68.94 (N) =
11+87.87 (NE)
C/L INT
14+06.59 (NE) =
TAHOMA BLVD =
N 594910.27
E 1109479.23
B
L
D
G
'
G
'
G
NE PROFILE
310
315
320
325
330
335
340
345
350
310
315
320
325
330
335
340
345
350
9+75 10+00 11+00 12+00 13+00 14+00
42" MIN.
COVER
6" STM
INDEX:
JOB:
SHEET:
AGENCY NO.
OF
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
DE
S
I
G
N
E
D
B
Y
:
SC
A
L
E
:
DA
T
E
:
VH
EN
G
I
N
E
E
R
S
TE
L
:
3
6
0
.
9
4
3
.
1
5
9
9
F
A
X
:
3
6
0
.
3
5
7
.
6
2
9
9
OL
Y
M
P
I
A
,
W
A
9
8
5
0
6
39
1
0
M
A
R
T
I
N
W
A
Y
E
,
S
U
I
T
E
B
HA
T
T
O
N
SU
R
V
E
Y
O
R
S
PA
N
T
I
E
R
ha
t
t
o
n
p
a
n
t
i
e
r
.
c
o
m
GO
D
A
T
AN
D
RE
V
I
S
I
O
N
S
:
DA
T
E
:
TA
H
O
M
A
T
E
R
R
A
C
O
M
M
E
R
C
I
A
L
50
A
P
O
R
T
I
O
N
O
F
T
H
E
N
W
1
/
4
O
F
T
H
E
S
W
1
/
4
A
N
D
T
H
E
N
E
1
/
4
O
F
T
H
E
SW
1
/
4
S
E
C
T
I
O
N
2
4
T
O
W
N
S
H
I
P
1
7
N
O
R
T
H
,
R
A
N
G
E
1
E
A
S
T
,
W
.
M
.
JE
G
/
B
S
N
AD
B
SE
P
T
.
2
0
2
3
CP
M
H:\DGN\22-000\22-005\CDs
22-005
CITY OF YELM
MERIDIAN HORIZONTAL DATUMVERTICAL DATUM
NGVD 29 PER T.C.H.P.N. #1252BM
BASED ON THRUSTON COUNTY HIGH PRECISION
NETWORK CONTROL POINT NO. 1252BM, 3" BRASS
CAP AT THE NW CORNER OF THE INTERSECTION OF
YELM HIGHWAY AND KILLION ROAD
ELEVATION = 246.39 (NGVD)
DATUM DATUM
22-005 wtr p&p.dwg
TP
N
#
7
8
6
4
0
0
0
0
0
1
2
,
7
8
6
4
0
0
0
0
0
1
0
CI
T
Y
C
O
M
M
E
N
T
S
12
/
1
3
/
2
3
PLAT OF TAHOMA TERRA PHASE 2, DIVISION 2 UNDER
AUDITOR'S FILE NO. 4620459
99
5
5
T
A
H
O
M
A
B
L
V
D
S
E
,
Y
E
L
M
,
W
A
9
8
5
9
7
14
7
8
8
B
E
R
R
Y
V
A
L
L
E
Y
R
D
S
E
,
Y
E
L
M
,
W
A
9
8
5
9
7
CI
T
Y
C
O
M
M
E
N
T
S
3/
7
/
2
4
0
SCALE: 1" = 30'
30 30 6015
1"
=
3
0
'
NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE
LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE
CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO
CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811
A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION.
THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT,
UNLESS CERTIFIED BY HATTON GODAT PANTIER.
ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE
REVIEWED AND APPROVED BY HATTON GODAT PANTIER.
TOPOGRAPHIC NOTE:
THE EXISTING TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS
HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION
FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO
BE RELIABLE, HGP CANNOT ENSURE ITS ACCURACY AND THUS IS NOT
RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR
ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED
INTO THESE DRAWINGS AS A RESULT.
NO
R
T
H
E
A
S
T
W
A
T
E
R
P
L
A
N
&
P
R
O
F
I
L
E
30
NORTHEAST PROFILE
SCALE:H: 1" = 30'
V: 1" = 5'
N
HATTON
GODAT
PANTIER
B
E
R
R
Y
V
A
L
L
E
Y
R
D
S
E
TAHO
M
A
B
L
V
D
S
E
RE
T
A
I
L
RET
A
I
L
MAINTAIN 42" MINIMUM COVER OVER WATERMAIN FROM FINISH GRADE
FINISH GRADE
@ PROPOSED C/L
EXISTING GRADE
@ PROPOSED C/L
2
0
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
1
0
'
M
I
N
.
10
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
11+28.40, 21.50' RT (NE)
INSTALL
1 - 4" GV
w/ POST INDICATOR
BLOCKING
11+28.40, 6.00' LT (NE)
INSTALL
1 - 8"x4" TEE (FL)
1 - 8" ADAPTER
27 LF 4" D.I.
BLOCKING
11+52.63, 25.00' RT (NE)
INSTALL
1 - 5/8" WATER METER
1 - RPBA
73 LF 8" PVC
WATER
APPROXIMATE LOCATION OF
EXISTING 10" WATERMAIN
10+67.96, 6.00' LT (NE)
INSTALL
1 - 8" 11-1/4° BEND (MJ)
BLOCKING
13+95.62, 6.00' LT (NE)
CONNECT TO EXISTING 10" WATERMAIN
INSTALL
1 - 10"x8" TAPPING TEE
w/ 8" GV (FL)
BLOCKING
CONTRACTOR TO FIELD VERIFY
LOCATION, DEPTH, SIZE & FITTINGS
REQUIRED PRIOR TO CONSTRUCTION.
APPROXIMATE LOCATION OF
EXISTING 10" WATERMAIN
29 LF 8" PVC
WATER
37 LF 8" PVC
WATER
81 LF 8" PVC
WATER
35 LF 8" PVC
WATER
52 LF 8" PVC
WATER
13+15.62, 6.00' LT (NE)
INSTALL
1 - 8" 11-1/4° BEND (MJ)
BLOCKING
12+35.06, 6.00' LT (NE)
INSTALL
1 - 8" 11-1/4° BEND (MJ)
BLOCKING
12+01.20, 6.28' LT (NE)
INSTALL
1 - 8" 22-1/2° BEND (MJ)
BLOCKING
13+46.15, 8.39' LT (NE)
INSTALL
1 - 8" 45° BEND (MJ)
BLOCKING
FIRE SPRINKLER LINE DCDA
INSIDE BUILDING
(SEE MECHANICAL PLANS, TYP)
11+24.40, 6.00' LT (NE)
INSTALL
1 - 8"x6" TEE (FL)
1 - 8" ADAPTER
1 - 6" GV (FLxRMJ)
(STD DWG 4-11)
1 - HYDT ASSEMBLY
(STD DWG 4-7)
(11+24.40, 15.50' LT)
BLOCKING
11+25.47, 15.50' RT (NE)
INSTALL
1 - FDC
11+53.88, 15.50' RT (NE)
INSTALL
1 - FDC
11+51.16, 25.00' RT (NE)
INSTALL
1 - 5/8" WATER METER
1 - RPBA
APPROXIMATE LOCATION OF
EXISTING 10" WATERMAIN
11+28.40, 6.00' LT (NE)
INSTALL
1 - 8"x4" TEE (FL)
1 - 8" ADAPTER
27 LF 4" D.I.
BLOCKING
56 LF 8" PVC
WATER
11+24.40, 6.00' LT (NE)
INSTALL
1 - 8"x6" TEE (FL)
1 - 8" ADAPTER
1 - 6" GV (FLxRMJ)
(STD DWG 4-11)
1 - HYDT ASSEMBLY
(STD DWG 4-7)
(11+24.40, 15.50' LT)
BLOCKING
73 LF 8" PVC
WATER
13+95.62, 6.00' LT (NE)
CONNECT TO EXISTING 10" WATERMAIN
INSTALL
1 - 10"x8" TAPPING TEE
w/ 8" GV (FL)
BLOCKING
CONTRACTOR TO FIELD VERIFY
LOCATION, DEPTH, SIZE & FITTINGS
REQUIRED PRIOR TO CONSTRUCTION.
37 LF 8" PVC
WATER
81 LF 8" PVC
WATER
35 LF 8" PVC
WATER
52 LF 8" PVC
WATER
13+15.62, 6.00' LT (NE)
INSTALL
1 - 8" 11-1/4° BEND (MJ)
BLOCKING
(STD DWG 4-13)
12+35.06, 6.00' LT (NE)
INSTALL
1 - 8" 11-1/4° BEND (MJ)
BLOCKING
(STD DWG 4-13)
12+01.20, 6.28' LT (NE)
INSTALL
1 - 8" 22-1/2° BEND (MJ)
BLOCKING
(STD DWG 4-13)13+46.15, 8.39' LT (NE)
INSTALL
1 - 8" 45° BEND (MJ)
BLOCKING
(STD DWG 4-13)
APPROXIMATE LOCATION OF
EXISTING 10" WATERMAIN
TA
H
O
M
A
B
L
V
D
.
EA
S
T
WE
S
T
NORTH
NE
KEY MAP
N.T.S.
LO
N
G
M
I
R
E
APPROXIMATE LOCATION OF
EXISTING 6" WATERMAIN STUB
10+39.19, 0.86' LT (NE)
REMOVE
EXISTING 6" CAP
INSTALL
1 - 6"x8" REDUCER
BLOCKING
CONTRACTOR TO FIELD VERIFY
LOCATION, DEPTH, SIZE & FITTINGS
REQUIRED PRIOR TO CONSTRUCTION.
FIRE SPRINKLER LINE DCDA
INSIDE BUILDING
(SEE MECHANICAL PLANS, TYP)
INDICATES AREA OF TRENCH
PAVEMENT RESTORATION
(SEE DETAIL 2-10 SHEET 22)
10+67.96, 6.00' LT (NE)
INSTALL
1 - 8" 11-1/4° BEND (MJ)
BLOCKING
(STD DWG 4-13)
29 LF 8" PVC
WATER
10+39.19, 0.86' LT (NE)
REMOVE
EXISTING 6" CAP
INSTALL
1 - 6"x8" REDUCER
BLOCKING
CONTRACTOR TO FIELD VERIFY
LOCATION, DEPTH, SIZE & FITTINGS
REQUIRED PRIOR TO CONSTRUCTION.
56 LF 8" PVC
WATER
APPROXIMATE LOCATION OF
EXISTING 6" WATERMAIN STUB
1"
=
5
'
4" SCH 40 CONDUIT W/ TRACER WIRE
FOR IRRIGATION CROSSING (TYP)
3/29/24
310
315
320
325
330
335
340
345
350
310
315
320
325
330
335
340
345
350
9+7910+0011+0012+0013+0014+0014+50
6" STM
6" STM
8" WTR
72" MIN.
COVER
B
E
R
R
Y
V
A
L
L
E
Y
R
D
S
E
METAL
PIPE
H
9
+
7
9
1
0
+
0
0
11+00
12+00
13+00
14
+
0
0
14
+
5
0
35010+
0
0
11+
0
0
12+
0
0
13+00
1
4
+
0
0
1
4
+
0
8
H
10+00.00 (NE) =
N 594835.06
E 1109157.08
N77°59'26
.
2
9
"
E
S88°15'14.08"E S74°2
4
'
2
2
.
7
9
"
E
S
2
7
°
4
1
'
2
4
.
2
5
"
E
N1
°
4
4
'
4
5
.
3
9
"
E
C/L INT
10+00.00 (RW) =
13+86.85, 4.07' RT (NE)
N88°15'14.72"W
INDEX:
JOB:
SHEET:
AGENCY NO.
OF
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
DE
S
I
G
N
E
D
B
Y
:
SC
A
L
E
:
DA
T
E
:
VH
EN
G
I
N
E
E
R
S
TE
L
:
3
6
0
.
9
4
3
.
1
5
9
9
F
A
X
:
3
6
0
.
3
5
7
.
6
2
9
9
OL
Y
M
P
I
A
,
W
A
9
8
5
0
6
39
1
0
M
A
R
T
I
N
W
A
Y
E
,
S
U
I
T
E
B
HA
T
T
O
N
SU
R
V
E
Y
O
R
S
PA
N
T
I
E
R
ha
t
t
o
n
p
a
n
t
i
e
r
.
c
o
m
GO
D
A
T
AN
D
RE
V
I
S
I
O
N
S
:
DA
T
E
:
TA
H
O
M
A
T
E
R
R
A
C
O
M
M
E
R
C
I
A
L
50
A
P
O
R
T
I
O
N
O
F
T
H
E
N
W
1
/
4
O
F
T
H
E
S
W
1
/
4
A
N
D
T
H
E
N
E
1
/
4
O
F
T
H
E
SW
1
/
4
S
E
C
T
I
O
N
2
4
T
O
W
N
S
H
I
P
1
7
N
O
R
T
H
,
R
A
N
G
E
1
E
A
S
T
,
W
.
M
.
JE
G
/
B
S
N
AD
B
SE
P
T
.
2
0
2
3
CP
M
H:\DGN\22-000\22-005\CDs
22-005
CITY OF YELM
MERIDIAN HORIZONTAL DATUMVERTICAL DATUM
NGVD 29 PER T.C.H.P.N. #1252BM
BASED ON THRUSTON COUNTY HIGH PRECISION
NETWORK CONTROL POINT NO. 1252BM, 3" BRASS
CAP AT THE NW CORNER OF THE INTERSECTION OF
YELM HIGHWAY AND KILLION ROAD
ELEVATION = 246.39 (NGVD)
DATUM DATUM
22-005 rec-wtr.dwg
TP
N
#
7
8
6
4
0
0
0
0
0
1
2
,
7
8
6
4
0
0
0
0
0
1
0
CI
T
Y
C
O
M
M
E
N
T
S
12
/
1
3
/
2
3
PLAT OF TAHOMA TERRA PHASE 2, DIVISION 2 UNDER
AUDITOR'S FILE NO. 4620459
99
5
5
T
A
H
O
M
A
B
L
V
D
S
E
,
Y
E
L
M
,
W
A
9
8
5
9
7
14
7
8
8
B
E
R
R
Y
V
A
L
L
E
Y
R
D
S
E
,
Y
E
L
M
,
W
A
9
8
5
9
7
CI
T
Y
C
O
M
M
E
N
T
S
3/
7
/
2
4
RE
C
L
A
I
M
E
D
W
A
T
E
R
-
N
O
R
T
H
NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR
THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES.
THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR
TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE
LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY
EXCAVATION.
THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT,
UNLESS CERTIFIED BY HATTON GODAT PANTIER.
ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE
REVIEWED AND APPROVED BY HATTON GODAT PANTIER.
TOPOGRAPHIC NOTE:
THE EXISTING TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS
HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION
FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO
BE RELIABLE, HGP CANNOT ENSURE ITS ACCURACY AND THUS IS NOT
RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR
ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED
INTO THESE DRAWINGS AS A RESULT.
33
0
SCALE: 1" = 30'
30 30 6015
1"
=
3
0
'
1"
=
5
'
TAH
O
M
A
B
L
V
D
S
E
10+00.00', 0' RT (RW)
CONNECT TO EX 10" RECLAIMED WATERMAIN
INSTALL
1 - 10"x6" TAPPING TEE
w/ 6" GV (FL)
BLOCKING
CONTRACTOR TO FIELD VERIFY LOCATION, DEPTH,
SIZE & FITTINGS REQUIRED PRIOR TO CONSTRUCTION
10+67.13, 0' RT (RW)
INSTALL
1 - 6" 11.25° BEND (MJ)
BLOCKING
13+37.69, 0' RT (RW)
INSTALL
1 - 6" 45° BEND (MJ)
BLOCKING
11+45.11, 0' RT (RW)
INSTALL
1 - 6" 11.25° BEND (MJ)
BLOCKING
11+76.65, 0' RT (RW)
INSTALL
1 - 6" 11.25° BEND (MJ)
BLOCKING
RET
A
I
L
RET
A
I
L
FINISHED GRADE @
PROPOSED C/L
EXISTING GRADE @
PROPOSED C/L
13+86.13, 0' RT (RW)
INSTALL
1 - 6" 90° BEND (MJ)
BLOCKING
209 LF 6" PVC
RECLAIMED WATER
14+36.96, 0' RT (RW)
INSTALL
1 - 2" BLOW-OFF ASSEMBLY
(STD DWG 4-9)
BLOCKING
51 LF 6" PVC
RECLAIMED WATER
N
HATTON
GODAT
PANTIER
38 LF 6" PVC
RECLAIMED WATER
29 LF 6" PVC
RECLAIMED WATER
78 LF 6" PVC
RECLAIMED WATER
32 LF 6" PVC
RECLAIMED WATER
10+00.00', 0' RT (RW)
CONNECT TO EX 10" RECLAIMED WATERMAIN
INSTALL
1 - 10"x6" TAPPING TEE
w/ 6" GV (FL)
BLOCKING
CONTRACTOR TO FIELD VERIFY LOCATION, DEPTH,
SIZE & FITTINGS REQUIRED PRIOR TO CONSTRUCTION
13+51.04, 13.50' LT (RW)
INSTALL
1 - 1" WATER IRRIGATION
W/ DCVA/BACKFLOW PREVENTER
TO BE INSTALLED BY LANDSCAPE
CONTRACTOR
(SEE LANDSCAPE PLAN)
SCALE:H: 1" = 30'
V: 1" = 5'
RECLAIMED WATER NORTH PROFILE
10'
MIN. SEPARATION
PR
O
P
.
10
'
UT
I
L
I
T
Y
ES
M
T
14+36.96, 0' RT (RW)
INSTALL
1 - 2" BLOW-OFF ASSEMBLY
(STD DWG 4-9)
BLOCKING
51 LF 6" PVC
RECLAIMED WATER
13+86.13, 0' RT (RW)
INSTALL
1 - 6" 90° BEND (MJ)
BLOCKING
209 LF 6" PVC
RECLAIMED WATER
11+76.65, 0' RT (RW)
INSTALL
1 - 6" 11.25° BEND (MJ)
BLOCKING
32 LF 6" PVC
RECLAIMED WATER
11+45.11, 0' RT (RW)
INSTALL
1 - 6" 11.25° BEND (MJ)
BLOCKING
78 LF 6" PVC
RECLAIMED WATER
10+67.13, 0' RT (RW)
INSTALL
1 - 6" 11.25° BEND (MJ)
BLOCKING
29 LF 6" PVC
RECLAIMED WATER
13+37.69, 0' RT (RW)
INSTALL
1 - 6" 45° BEND (MJ)
BLOCKING
38 LF 6" PVC
RECLAIMED WATER
3/29/24
INDEX:
JOB:
SHEET:
AGENCY NO.
OF
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
DE
S
I
G
N
E
D
B
Y
:
SC
A
L
E
:
DA
T
E
:
VH
EN
G
I
N
E
E
R
S
TE
L
:
3
6
0
.
9
4
3
.
1
5
9
9
F
A
X
:
3
6
0
.
3
5
7
.
6
2
9
9
OL
Y
M
P
I
A
,
W
A
9
8
5
0
6
39
1
0
M
A
R
T
I
N
W
A
Y
E
,
S
U
I
T
E
B
HA
T
T
O
N
SU
R
V
E
Y
O
R
S
PA
N
T
I
E
R
ha
t
t
o
n
p
a
n
t
i
e
r
.
c
o
m
GO
D
A
T
AN
D
RE
V
I
S
I
O
N
S
:
DA
T
E
:
TA
H
O
M
A
T
E
R
R
A
C
O
M
M
E
R
C
I
A
L
50
A
P
O
R
T
I
O
N
O
F
T
H
E
N
W
1
/
4
O
F
T
H
E
S
W
1
/
4
A
N
D
T
H
E
N
E
1
/
4
O
F
T
H
E
SW
1
/
4
S
E
C
T
I
O
N
2
4
T
O
W
N
S
H
I
P
1
7
N
O
R
T
H
,
R
A
N
G
E
1
E
A
S
T
,
W
.
M
.
JE
G
/
B
S
N
AD
B
SE
P
T
.
2
0
2
3
CP
M
H:\DGN\22-000\22-005\CDs
22-005
22-005 det.dwg
TP
N
#
7
8
6
4
0
0
0
0
0
1
2
,
7
8
6
4
0
0
0
0
0
1
0
CI
T
Y
C
O
M
M
E
N
T
S
12
/
1
3
/
2
3
99
5
5
T
A
H
O
M
A
B
L
V
D
S
E
,
Y
E
L
M
,
W
A
9
8
5
9
7
14
7
8
8
B
E
R
R
Y
V
A
L
L
E
Y
R
D
S
E
,
Y
E
L
M
,
W
A
9
8
5
9
7
CI
T
Y
C
O
M
M
E
N
T
S
3/
7
/
2
4
WA
T
E
R
D
E
T
A
I
L
S
-
1
34
N/
A
N/
A
NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE
LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE
CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO
CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811
A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION.
THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT,
UNLESS CERTIFIED BY HATTON GODAT PANTIER.
ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE
REVIEWED AND APPROVED BY HATTON GODAT PANTIER.
THE DETAILS ON THIS SHEET WITH AN AGENCY TITLE BLOCK WERE PREPARED BY
THE REVIEWING AGENCY AND WERE REQUIRED TO BE INCLUDED ON THIS PLAN BY
SAID AGENCY. THE DESIGN ENGINEER MAKES NO WARRANTY AS TO THE SUITABILITY
OR APPROPRIATENESS OF THOSE DETAILS. SOME AGENCY DETAILS ON THIS SHEET
MAY HAVE BEEN MODIFIED TO SUIT DESIGN NEEDS AND HAVE BEEN NOTED AS SUCH.
A.ALL WORKMANSHIP AND MATERIAL SHALL BE IN ACCORDANCE
WITH CITY OF YELM STANDARDS AND THE MOST CURRENT COPY
OF THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR
ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION.
B.ALL WORK IN CITY RIGHT-OF-WAY REQUIRES A PERMIT FROM THE
CITY OF YELM. PRIOR TO ANY WORK COMMENCING, THE
GENERAL CONTRACTOR SHALL ARRANGE FOR A
PRECONSTRUCTION MEETING TO BE ATTENDED BY ALL MAJOR
CONTRACTORS, REPRESENTATIVES OF INVOLVED UTILITIES, AND
THE CITY OF YELM. CONTACT THE PUBLIC WORKS DEPARTMENT
AT (360) 458-8410 TO SCHEDULE THE MEETING. THE CONTRACTOR
IS RESPONSIBLE TO HAVE A SET OF APPROVED PLANS AT THE
MEETING.
C.WATER MAINS SHALL MEET THE FOLLOWING SPECIFICATIONS:
1.POLYVINYL CHLORIDE (PVC) PIPE (UNDER 4 INCHES): PIPE
MATERIAL SHALL BE PVC 1120, PVC 1220, OR PVC 2120, AND
HAVE MINIMUM WALL THICKNESS EQUAL TO OR LESS THAN
THE STANDARD DIMENSION RATIO (SDR) OF 21, AND MEET THE
REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS
SECTION 9-30.1(5)B.
2.POLYVINYL CHLORIDE (PVC) PIPE (4 THROUGH 12 INCHES):
SHALL MEET THE REQUIREMENTS OF AWWA C900, CLASS 150
WALL THICKNESS EQUAL TO OR GREATER THAN THE SDR OF
18, AND MEET THE REQUIREMENTS OF WSDOT STANDARD
SPECIFICATIONS SECTION 9-30.1(5)A.
3.POLYVINYL CHLORIDE (PVC) PIPE (14 THROUGH 20 INCHES):
SHALL MEET THE REQUIREMENTS OF AWWA C905 WALL
THICKNESS EQUAL TO OR GREATER THAN THE SDR OF 18.
4.DUCTILE IRON PIPE (DIP): DIP SHALL CONFORM TO AWWA C151
CLASS 50 OR GREATER, AND SHALL BE 1/16-INCH CEMENT
LINED AND SEALED IN ACCORDANCE WITH ANSI/AWWA
C104/A21.4-90, AND MEET THE REQUIREMENTS OF WSDOT
STANDARD SPECIFICATIONS SECTION 9-30.2.(1). SIX-INCH FIRE
HYDRANT SPOOLS SHALL BE CLASS 52.
D.GATE VALVES SHALL BE RESILIENT WEDGE, NRS (NON RISING
STEM) WITH O_RINGS SEALS. VALVE ENDS SHALL BE MECHANICAL
JOINT OR ANSI FLANGES. VALVES SHALL CONFORM TO AWWA
509-80. VALVES SHALL BE MUELLER, M & H, KENNEDY, CLOW R/W
OR WATEROUS SERIES 500. EXISTING VALVES TO BE OPERATED
BY CITY EMPLOYEES ONLY.
E.HYDRANTS SHALL BE M & H RELIANT STYLE 929, MUELLER
CENTURION, OR CLOW MEDALLION OR AVK. HYDRANTS SHALL BE
BAGGED UNTIL SYSTEM IS APPROVED.
F.ALL LINES SHALL BE CHLORINATED AND TESTED IN
CONFORMANCE WITH THE ABOVE REFERENCED SPECIFICATION
(NOTE 1).
G.ALL PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS
TRACER TAPE INSTALLED 12" TO 18" UNDER THE FINAL GROUND
SURFACE. THE MARKER SHALL BE PLASTIC
NON_BIODEGRADABLE, METAL CORE OR BACKING MARKED
WATER 2-INCH-WIDE MINIMUM, WHICH CAN BE DETECTED BY A
STANDARD METAL DETECTOR. TAPE SHALL BE TERRA TAPE "D"
OR APPROVED EQUAL. IN ADDITION TO TRACER TAPE, INSTALL 14
GAUGE HEAVY DUTY DIRECT BURY COATED COPPER WIRE (PAIGE
"UF" SINGLE CONDUCTOR OR EQUAL), WRAPPED AROUND THE
PIPE, BROUGHT UP AND TIED OFF AT VALVE BODY ALL WIRE
CONNECTIONS SHALL USE WIRE NUTS AND A DBR SPLICE KIT,
MANUFACTURED BY 3-M OR APPROVED EQUAL. ALL LOCATOR
WIRE FOR SERVICE PIPE SHALL BE CONNECTED TO THE LOCATOR
WIRE ON THE WATER MAIN.
H.PROVIDE TRAFFIC CONTROL PLAN(S) AS REQUIRED IN
ACCORDANCE WITH MUTCD.
I.ALL WATER MAINS SHALL BE STAKED FOR GRADES AND
ALIGNMENT BY AN ENGINEERING OR SURVEYING FIRM CAPABLE
OF PERFORMING SUCH WORK.
J.ALL SERVICE LINE LOCATIONS SHALL BE MARKED ON THE FACE
OF THE CURB WITH AN EMBOSSED "W" 1/4 INCH INTO CONCRETE.
K.CALL UNDERGROUND LOCATE AT 1_800_424_5555 A MINIMUM OF
48 HOURS PRIOR TO ANY EXCAVATIONS.
L.THE CITY WILL BE GIVEN 72 HOURS NOTICE PRIOR TO
SCHEDULING A SHUTDOWN. WHERE CONNECTIONS REQUIRE
"FIELD VERIFICATION", CONNECTION POINTS WILL BE EXPOSED BY
CONTRACTOR AND FITTINGS VERIFIED 48 HOURS PRIOR TO
DISTRIBUTING SHUT_DOWN NOTICES.
M.AT ANY CONNECTION TO AN EXISTING LINE WHERE A NEW VALVE
IS NOT INSTALLED, THE EXISTING VALVE MUST BE PRESSURE
TESTED TO CITY STANDARDS PRIOR TO CONNECTION. IF AN
EXISTING VALVE FAILS TO PASS THE TEST, THE CONTRACTOR
SHALL MAKE THE NECESSARY PROVISIONS TO TEST THE NEW
LINE PRIOR TO CONNECTION TO THE EXISTING SYSTEM OR
INSTALL A NEW VALVE.
N.AFTER COMPLETION OF ALL ITEMS SHOWN ON THESE PLANS AND
BEFORE ACCEPTANCE OF THE PROJECT, THE CONTRACTOR
SHALL OBTAIN A “PUNCH LIST” PREPARED BY THE CITY'S
INSPECTOR DETAILING REMAINING ITEMS OF WORK TO BE
COMPLETED. ALL ITEMS OF WORK SHOWN ON THESE PLANS
SHALL BE COMPLETED TO THE SATISFACTION OF THE CITY PRIOR
TO ACCEPTANCE OF THE WATER SYSTEM AND PROVISION OF
WATER SERVICE.
O.A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY
DEVELOPER SPECIFICATIONS AND DETAILS SHALL BE ONSITE
DURING CONSTRUCTION..
P.ANY REVISIONS MADE TO THESE PLANS MUST BE REVIEWED BY
THE DEVELOPER'S ENGINEER AND THE CITY OF YELM PRIOR TO
ANY IMPLEMENTATION IN THE FIELD. THE CITY SHALL NOT BE
RESPONSIBLE FOR ANY ERRORS AND/OR OMISSIONS ON THESE
PLANS
YELM GENERAL NOTES (WATER MAIN INSTALLATION)
SERVICE LINE FROM WATER MAIN TO BUILDING METER
SHOULD BE 2.5" DIAMETER PER SIZING CALCULATIONS.
FDC IDENTIFICATION NOTE
ALL FDCs SHALL BE PAINTED RED AND
CLEARLY LABELED TO IDENTIFY WHICH
BUILDING EACH FDC PROTECTS
3/29/24
INDEX:
JOB:
SHEET:
AGENCY NO.
OF
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
DE
S
I
G
N
E
D
B
Y
:
SC
A
L
E
:
DA
T
E
:
VH
EN
G
I
N
E
E
R
S
TE
L
:
3
6
0
.
9
4
3
.
1
5
9
9
F
A
X
:
3
6
0
.
3
5
7
.
6
2
9
9
OL
Y
M
P
I
A
,
W
A
9
8
5
0
6
39
1
0
M
A
R
T
I
N
W
A
Y
E
,
S
U
I
T
E
B
HA
T
T
O
N
SU
R
V
E
Y
O
R
S
PA
N
T
I
E
R
ha
t
t
o
n
p
a
n
t
i
e
r
.
c
o
m
GO
D
A
T
AN
D
RE
V
I
S
I
O
N
S
:
DA
T
E
:
TA
H
O
M
A
T
E
R
R
A
C
O
M
M
E
R
C
I
A
L
50
A
P
O
R
T
I
O
N
O
F
T
H
E
N
W
1
/
4
O
F
T
H
E
S
W
1
/
4
A
N
D
T
H
E
N
E
1
/
4
O
F
T
H
E
SW
1
/
4
S
E
C
T
I
O
N
2
4
T
O
W
N
S
H
I
P
1
7
N
O
R
T
H
,
R
A
N
G
E
1
E
A
S
T
,
W
.
M
.
JE
G
/
B
S
N
AD
B
SE
P
T
.
2
0
2
3
CP
M
H:\DGN\22-000\22-005\CDs
22-005
22-005 det.dwg
TP
N
#
7
8
6
4
0
0
0
0
0
1
2
,
7
8
6
4
0
0
0
0
0
1
0
CI
T
Y
C
O
M
M
E
N
T
S
12
/
1
3
/
2
3
99
5
5
T
A
H
O
M
A
B
L
V
D
S
E
,
Y
E
L
M
,
W
A
9
8
5
9
7
14
7
8
8
B
E
R
R
Y
V
A
L
L
E
Y
R
D
S
E
,
Y
E
L
M
,
W
A
9
8
5
9
7
CI
T
Y
C
O
M
M
E
N
T
S
3/
7
/
2
4
WA
T
E
R
D
E
T
A
I
L
S
-
2
35
N/
A
N/
A
NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE
LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE
CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO
CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811
A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION.
THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT,
UNLESS CERTIFIED BY HATTON GODAT PANTIER.
ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE
REVIEWED AND APPROVED BY HATTON GODAT PANTIER.
THE DETAILS ON THIS SHEET WITH AN AGENCY TITLE BLOCK WERE PREPARED BY
THE REVIEWING AGENCY AND WERE REQUIRED TO BE INCLUDED ON THIS PLAN BY
SAID AGENCY. THE DESIGN ENGINEER MAKES NO WARRANTY AS TO THE SUITABILITY
OR APPROPRIATENESS OF THOSE DETAILS. SOME AGENCY DETAILS ON THIS SHEET
MAY HAVE BEEN MODIFIED TO SUIT DESIGN NEEDS AND HAVE BEEN NOTED AS SUCH.
3/29/24
15+00
16+00
P
I
1
4
+
8
8
.
0
5
10+
0
0
11+
0
0
12+
0
0
13+00
1
4
+
0
0
P
I
1
0
+
3
7
.
0
3
P
C
1
1
+
9
9
.
3
3
PC
1
3
+
1
7
.
0
2
PT
1
2
+
3
4
.
3
7
PT 13
+
6
0
.
2
4
C/L INT
16+68.94 (N) =
11+87.87 (NE)
C/L INT
14+06.59 (NE) =
TAHOMA BLVD =
N 594910.27
E 1109479.23
FFE
338.55
FFE
338.55
C/L INT
10.00.00 (NE)=
BERRY VALLEY RD=
N 594835.06
E 1109157.08
G
NE PROFILE
310
315
320
325
330
335
340
345
350
310
315
320
325
330
335
340
345
350
9+75 10+00 11+00 12+00 13+00 14+00
33
7
.
1
1
33
6
.
5
7
33
7
.
1
3
33
8
.
4
6
33
9
.
3
2
33
9
.
1
2
33
9
.
1
1
33
8
.
9
4
33
7
.
9
4
33
7
.
5
4
33
7
.
3
1
33
7
.
7
3
33
8
.
1
5
33
8
.
4
4
33
8
.
7
4
33
8
.
9
4
33
8
.
3
2
33
8
.
6
5
60" MIN.
COVER
10" WTR18" MIN.
SEPARATION
6" STM
INDEX:
JOB:
SHEET:
AGENCY NO.
OF
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
DE
S
I
G
N
E
D
B
Y
:
SC
A
L
E
:
DA
T
E
:
VH
EN
G
I
N
E
E
R
S
TE
L
:
3
6
0
.
9
4
3
.
1
5
9
9
F
A
X
:
3
6
0
.
3
5
7
.
6
2
9
9
OL
Y
M
P
I
A
,
W
A
9
8
5
0
6
39
1
0
M
A
R
T
I
N
W
A
Y
E
,
S
U
I
T
E
B
HA
T
T
O
N
SU
R
V
E
Y
O
R
S
PA
N
T
I
E
R
ha
t
t
o
n
p
a
n
t
i
e
r
.
c
o
m
GO
D
A
T
AN
D
RE
V
I
S
I
O
N
S
:
DA
T
E
:
TA
H
O
M
A
T
E
R
R
A
C
O
M
M
E
R
C
I
A
L
50
A
P
O
R
T
I
O
N
O
F
T
H
E
N
W
1
/
4
O
F
T
H
E
S
W
1
/
4
A
N
D
T
H
E
N
E
1
/
4
O
F
T
H
E
SW
1
/
4
S
E
C
T
I
O
N
2
4
T
O
W
N
S
H
I
P
1
7
N
O
R
T
H
,
R
A
N
G
E
1
E
A
S
T
,
W
.
M
.
JE
G
/
B
S
N
AD
B
SE
P
T
.
2
0
2
3
CP
M
H:\DGN\22-000\22-005\CDs
22-005
CITY OF YELM
MERIDIAN HORIZONTAL DATUMVERTICAL DATUM
NGVD 29 PER T.C.H.P.N. #1252BM
BASED ON THRUSTON COUNTY HIGH PRECISION
NETWORK CONTROL POINT NO. 1252BM, 3" BRASS
CAP AT THE NW CORNER OF THE INTERSECTION OF
YELM HIGHWAY AND KILLION ROAD
ELEVATION = 246.39 (NGVD)
DATUM DATUM
22-005 swr p&p.dwg
TP
N
#
7
8
6
4
0
0
0
0
0
1
2
,
7
8
6
4
0
0
0
0
0
1
0
CI
T
Y
C
O
M
M
E
N
T
S
12
/
1
3
/
2
3
PLAT OF TAHOMA TERRA PHASE 2, DIVISION 2 UNDER
AUDITOR'S FILE NO. 4620459
99
5
5
T
A
H
O
M
A
B
L
V
D
S
E
,
Y
E
L
M
,
W
A
9
8
5
9
7
14
7
8
8
B
E
R
R
Y
V
A
L
L
E
Y
R
D
S
E
,
Y
E
L
M
,
W
A
9
8
5
9
7
CI
T
Y
C
O
M
M
E
N
T
S
3/
7
/
2
4
0
SCALE: 1" = 30'
30 30 6015
1"
=
3
0
'
NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE
LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE
CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO
CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811
A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION.
THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT,
UNLESS CERTIFIED BY HATTON GODAT PANTIER.
ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE
REVIEWED AND APPROVED BY HATTON GODAT PANTIER.
TOPOGRAPHIC NOTE:
THE EXISTING TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS
HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION
FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO
BE RELIABLE, HGP CANNOT ENSURE ITS ACCURACY AND THUS IS NOT
RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR
ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED
INTO THESE DRAWINGS AS A RESULT.
NO
R
T
H
E
A
S
T
S
E
W
E
R
P
L
A
N
&
P
R
O
F
I
L
E
41
NORTHEAST PROFILE
SCALE:H: 1" = 30'
V: 1" = 5'
N
HATTON
GODAT
PANTIER
B
E
R
R
Y
V
A
L
L
E
Y
R
D
S
E
TAHO
M
A
B
L
V
D
S
E
RE
T
A
I
L
RET
A
I
L
FINISH GRADE
@ PROPOSED C/L
EXISTING GRADE
@ PROPOSED C/L
2
0
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
1
0
'
M
I
N
.
10
'
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
MAINTAIN 60" MINIMUM COVER OVER FORCEMAIN FROM FINISH GRADE
TA
H
O
M
A
B
L
V
D
.
EA
S
T
WE
S
T
NORTH
NE
KEY MAP
N.T.S.
LO
N
G
M
I
R
E
10+69.02, 6.00' RT (NE)
INSTALL
1 - 4" 11-1/4° BEND (MJ)
BLOCKING73 LF 4"
PVC SDR 21
CLASS 200
9+94.82, 11.50' RT (NE)
CONNECT TO EXISTING 4" FM
INSTALL
1 - 6"x4" TAPPING TEE
w/ 4" PLUG VALVE (FL)
BLOCKING
CONTRACTOR TO FIELD VERIFY
LOCATION, DEPTH, SIZE & FITTINGS
REQUIRED PRIOR TO CONSTRUCTION.
APPROXIMATE LOCATION OF
EXISTING 6" STEP FORCE MAIN
11+41.19, 68.64' RT (NE)
INSTALL
SCHIER GREASE INTERCEPTOR
GB-1500
1,500 GALLON CAPACITY (OR EQUAL)
RIM 338.43
FL 335.49 (6" IN, OUT)
(SEE DETAIL SHEET 43)
65 LF 4"
PVC SDR 21
CLASS 200
18 LF 2" SCH 40 PVC
11+39.87, 31.00' RT (NE)
INSTALL
1 - STEP SERVICE BOX
(SEE DETAIL SHEET 42)
11+52.16, 62.38' RT (NE)
INSTALL
1 - SEWER CLEANOUT
RIM 338.43
FL 335.61 (6" SW)
11+40.57, 50.05' RT (NE)
INSTALL
1 - 8' DIA. 6,000 GAL. XERXES
STEP TANK PER DETAIL
SEE SHEET 44
PUMP SHALL BE PSA 20 YELM
FROM ORENCO PUMP
FLOATS TO BE ADJUSTED AS
NEEDED FOR BUILDING USE
RIM 338.43
FL 335.35 (6" SW)
2" SCH
TO PVC
APPROXIMATE LOCATION OF
EXISTING 6" STEP FORCE MAIN
65 LF 4"
PVC SDR 21
CLASS 200
1"
=
5
'
9+94.82, 11.50' RT (NE)
CONNECT TO EXISTING 4" FM
INSTALL
1 - 6"x4" TAPPING TEE
w/ 4" PLUG VALVE (FL)
BLOCKING
CONTRACTOR TO FIELD VERIFY
LOCATION, DEPTH, SIZE & FITTINGS
REQUIRED PRIOR TO CONSTRUCTION.
73 LF 4"
PVC SDR 21
CLASS 200
10+69.02, 6.00' RT (NE)
INSTALL
1 - 4" 11-1/4° BEND (MJ)
BLOCKING
INDICATES AREA OF TRENCH
PAVEMENT RESTORATION
(SEE DETAIL 2-10 SHEET 22)
11+51.84, 74.07' RT (NE)
INSTALL
1 - SEWER CLEANOUT
RIM 338.43
FL 335.96 (6" SW)11+30.61, 63.13' RT (NE)
INSTALL
1 - SEWER CLEANOUT
RIM 338.43
FL 335.60 (6" NE)
11+31.91, 75.80' RT (NE)
INSTALL
1 - SEWER CLEANOUT
RIM 338.43
FL 335.94 (6" NE)
2" SCH
TO PVC
3 LF 6" PVC
SEWER LATERAL
@ 0.02 FT/FT
1 LF 6" PVC
GREASE WASTE
@ 0.02 FT/FT
10 LF 6" PVC
GREASE WASTE
@ 0.02 FT/FT
10 LF 6" PVC
GREASE WASTE
@ 0.02 FT/FT
11+41.41, 74.98' RT (NE)
INSTALL
1 - 6" TEE
FL 335.75 (6" NE, SW)
10 LF 6" PVC
SEWER LATERAL
@ 0.02 FT/FT
11 LF 6" PVC
SEWER LATERAL
@ 0.02 FT/FT
A
41
ENLARGED VIEW A
1 10
11+43.90, 6.00' RT (NE)
INSTALL
1 - END OF LINE CLEANOUT
(SEE DETAIL SHEET 43)
10 LF 4" PVC SDR
21 CLASS 200
11+39.90, 6.00' RT (NE)
CONNECT TO 4" FM
(SEE DETAIL SHEET 42)
10 LF 4"
PVC SDR 21
CLASS 200
11+43.90, 6.00' RT (NE)
INSTALL
1 - END OF LINE CLEANOUT
(SEE DETAIL SHEET 43)
11+39.90, 6.00' RT (NE)
CONNECT TO 4" FM
(SEE DETAIL SHEET 42)
3/29/24
INDEX:
JOB:
SHEET:
AGENCY NO.
OF
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
DE
S
I
G
N
E
D
B
Y
:
SC
A
L
E
:
DA
T
E
:
VH
EN
G
I
N
E
E
R
S
TE
L
:
3
6
0
.
9
4
3
.
1
5
9
9
F
A
X
:
3
6
0
.
3
5
7
.
6
2
9
9
OL
Y
M
P
I
A
,
W
A
9
8
5
0
6
39
1
0
M
A
R
T
I
N
W
A
Y
E
,
S
U
I
T
E
B
HA
T
T
O
N
SU
R
V
E
Y
O
R
S
PA
N
T
I
E
R
ha
t
t
o
n
p
a
n
t
i
e
r
.
c
o
m
GO
D
A
T
AN
D
RE
V
I
S
I
O
N
S
:
DA
T
E
:
TA
H
O
M
A
T
E
R
R
A
C
O
M
M
E
R
C
I
A
L
50
A
P
O
R
T
I
O
N
O
F
T
H
E
N
W
1
/
4
O
F
T
H
E
S
W
1
/
4
A
N
D
T
H
E
N
E
1
/
4
O
F
T
H
E
SW
1
/
4
S
E
C
T
I
O
N
2
4
T
O
W
N
S
H
I
P
1
7
N
O
R
T
H
,
R
A
N
G
E
1
E
A
S
T
,
W
.
M
.
JE
G
/
B
S
N
AD
B
SE
P
T
.
2
0
2
3
CP
M
H:\DGN\22-000\22-005\CDs
22-005
22-005 det.dwg
TP
N
#
7
8
6
4
0
0
0
0
0
1
2
,
7
8
6
4
0
0
0
0
0
1
0
CI
T
Y
C
O
M
M
E
N
T
S
12
/
1
3
/
2
3
99
5
5
T
A
H
O
M
A
B
L
V
D
S
E
,
Y
E
L
M
,
W
A
9
8
5
9
7
14
7
8
8
B
E
R
R
Y
V
A
L
L
E
Y
R
D
S
E
,
Y
E
L
M
,
W
A
9
8
5
9
7
CI
T
Y
C
O
M
M
E
N
T
S
3/
7
/
2
4
SE
W
E
R
D
E
T
A
I
L
S
-
1
42
N/
A
N/
A
PRIVATE CLEANOUT DETAIL
N.T.S
NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE
LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE
CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO
CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811
A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION.
THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT,
UNLESS CERTIFIED BY HATTON GODAT PANTIER.
ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE
REVIEWED AND APPROVED BY HATTON GODAT PANTIER.
THE DETAILS ON THIS SHEET WITH AN AGENCY TITLE BLOCK WERE PREPARED BY
THE REVIEWING AGENCY AND WERE REQUIRED TO BE INCLUDED ON THIS PLAN BY
SAID AGENCY. THE DESIGN ENGINEER MAKES NO WARRANTY AS TO THE SUITABILITY
OR APPROPRIATENESS OF THOSE DETAILS. SOME AGENCY DETAILS ON THIS SHEET
MAY HAVE BEEN MODIFIED TO SUIT DESIGN NEEDS AND HAVE BEEN NOTED AS SUCH.
3/29/24
INDEX:
JOB:
SHEET:
AGENCY NO.
OF
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
DE
S
I
G
N
E
D
B
Y
:
SC
A
L
E
:
DA
T
E
:
VH
EN
G
I
N
E
E
R
S
TE
L
:
3
6
0
.
9
4
3
.
1
5
9
9
F
A
X
:
3
6
0
.
3
5
7
.
6
2
9
9
OL
Y
M
P
I
A
,
W
A
9
8
5
0
6
39
1
0
M
A
R
T
I
N
W
A
Y
E
,
S
U
I
T
E
B
HA
T
T
O
N
SU
R
V
E
Y
O
R
S
PA
N
T
I
E
R
ha
t
t
o
n
p
a
n
t
i
e
r
.
c
o
m
GO
D
A
T
AN
D
RE
V
I
S
I
O
N
S
:
DA
T
E
:
TA
H
O
M
A
T
E
R
R
A
C
O
M
M
E
R
C
I
A
L
50
A
P
O
R
T
I
O
N
O
F
T
H
E
N
W
1
/
4
O
F
T
H
E
S
W
1
/
4
A
N
D
T
H
E
N
E
1
/
4
O
F
T
H
E
SW
1
/
4
S
E
C
T
I
O
N
2
4
T
O
W
N
S
H
I
P
1
7
N
O
R
T
H
,
R
A
N
G
E
1
E
A
S
T
,
W
.
M
.
JE
G
/
B
S
N
AD
B
SE
P
T
.
2
0
2
3
CP
M
H:\DGN\22-000\22-005\CDs
22-005
22-005 det.dwg
TP
N
#
7
8
6
4
0
0
0
0
0
1
2
,
7
8
6
4
0
0
0
0
0
1
0
CI
T
Y
C
O
M
M
E
N
T
S
12
/
1
3
/
2
3
99
5
5
T
A
H
O
M
A
B
L
V
D
S
E
,
Y
E
L
M
,
W
A
9
8
5
9
7
14
7
8
8
B
E
R
R
Y
V
A
L
L
E
Y
R
D
S
E
,
Y
E
L
M
,
W
A
9
8
5
9
7
CI
T
Y
C
O
M
M
E
N
T
S
3/
7
/
2
4
SE
W
E
R
D
E
T
A
I
L
S
-
2
43
N/
A
N/
A
NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE
LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE
CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO
CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811
A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION.
THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT,
UNLESS CERTIFIED BY HATTON GODAT PANTIER.
ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE
REVIEWED AND APPROVED BY HATTON GODAT PANTIER.
THE DETAILS ON THIS SHEET WITH AN AGENCY TITLE BLOCK WERE PREPARED BY
THE REVIEWING AGENCY AND WERE REQUIRED TO BE INCLUDED ON THIS PLAN BY
SAID AGENCY. THE DESIGN ENGINEER MAKES NO WARRANTY AS TO THE SUITABILITY
OR APPROPRIATENESS OF THOSE DETAILS. SOME AGENCY DETAILS ON THIS SHEET
MAY HAVE BEEN MODIFIED TO SUIT DESIGN NEEDS AND HAVE BEEN NOTED AS SUCH.
3/29/24
INDEX:
JOB:
SHEET:
AGENCY NO.
OF
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
DE
S
I
G
N
E
D
B
Y
:
SC
A
L
E
:
DA
T
E
:
VH
EN
G
I
N
E
E
R
S
TE
L
:
3
6
0
.
9
4
3
.
1
5
9
9
F
A
X
:
3
6
0
.
3
5
7
.
6
2
9
9
OL
Y
M
P
I
A
,
W
A
9
8
5
0
6
39
1
0
M
A
R
T
I
N
W
A
Y
E
,
S
U
I
T
E
B
HA
T
T
O
N
SU
R
V
E
Y
O
R
S
PA
N
T
I
E
R
ha
t
t
o
n
p
a
n
t
i
e
r
.
c
o
m
GO
D
A
T
AN
D
RE
V
I
S
I
O
N
S
:
DA
T
E
:
TA
H
O
M
A
T
E
R
R
A
C
O
M
M
E
R
C
I
A
L
50
A
P
O
R
T
I
O
N
O
F
T
H
E
N
W
1
/
4
O
F
T
H
E
S
W
1
/
4
A
N
D
T
H
E
N
E
1
/
4
O
F
T
H
E
SW
1
/
4
S
E
C
T
I
O
N
2
4
T
O
W
N
S
H
I
P
1
7
N
O
R
T
H
,
R
A
N
G
E
1
E
A
S
T
,
W
.
M
.
JE
G
/
B
S
N
AD
B
SE
P
T
.
2
0
2
3
CP
M
H:\DGN\22-000\22-005\CDs
22-005
22-005 det.dwg
TP
N
#
7
8
6
4
0
0
0
0
0
1
2
,
7
8
6
4
0
0
0
0
0
1
0
CI
T
Y
C
O
M
M
E
N
T
S
12
/
1
3
/
2
3
99
5
5
T
A
H
O
M
A
B
L
V
D
S
E
,
Y
E
L
M
,
W
A
9
8
5
9
7
14
7
8
8
B
E
R
R
Y
V
A
L
L
E
Y
R
D
S
E
,
Y
E
L
M
,
W
A
9
8
5
9
7
CI
T
Y
C
O
M
M
E
N
T
S
3/
7
/
2
4
SE
W
E
R
D
E
T
A
I
L
S
-
3
44
N/
A
N/
A
NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE
LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE
CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO
CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811
A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION.
THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT,
UNLESS CERTIFIED BY HATTON GODAT PANTIER.
ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE
REVIEWED AND APPROVED BY HATTON GODAT PANTIER.
THE DETAILS ON THIS SHEET WITH AN AGENCY TITLE BLOCK WERE PREPARED BY
THE REVIEWING AGENCY AND WERE REQUIRED TO BE INCLUDED ON THIS PLAN BY
SAID AGENCY. THE DESIGN ENGINEER MAKES NO WARRANTY AS TO THE SUITABILITY
OR APPROPRIATENESS OF THOSE DETAILS. SOME AGENCY DETAILS ON THIS SHEET
MAY HAVE BEEN MODIFIED TO SUIT DESIGN NEEDS AND HAVE BEEN NOTED AS SUCH.
A.ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF
YELM STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF
WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
CONSTRUCTION (WSDOT/APWA).
B.ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE
OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
C.IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT-OF-WAY, THE
CONTRACTOR SHALL NOTIFY THE COUNTY AND OBTAIN ALL THE REQUIRED
APPROVALS AND PERMITS.
D.A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR
TO THE START OF CONSTRUCTION.
E.THE CITY OF YELM SHALL BE NOTIFIED A MINIMUM OF 48 HOURS IN ADVANCE OF
A TAP CONNECTION TO AN EXISTING MAIN. A CITY REPRESENTATIVE SHALL BE
PRESENT AT THE TIME OF THE TAP.
F.THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND
PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL
UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND
LOCATE LINE AT 1-800-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY
EXCAVATION.
G.SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE
GASKETED OR SOLVENT WELD JOINTS.
H.ALL PLASTIC PIPE AND SERVICES SHALL BE INSTALLED WITH CONTINUOUS
TRACER TAPE, INSTALLED 12" TO 18" UNDER THE PROPOSED SUBGRADE. THE
MARKER SHALL BE PLASTIC NON-BIODEGRADABLE, METAL CORE OR BACKING
MARKED "SEWER" WHICH CAN BE DETECTED BY A STANDARD METAL
DETECTOR. IN ADDITION, STEP SYSTEMS AND FORCE MAINS SHALL BE
INSTALLED WITH 14 GAUGE, HEAVY COATED UF DIRECT BURY COPPER WIRE
WRAPPED AROUND ALL PLASTIC PIPE, BROUGHT UP AND TIED OFF AT VALVE
BODY. TAPE SHALL BE TERRA TAPE "D" OR APPROVED EQUAL. THE TAPE AND
WIRE SHALL BE FURNISHED BY THE CONTRACTOR.
I.ALL BURIED POWER FOR STEP SYSTEMS SHALL BE INSTALLED WITH
CONTINUOUS TRACER TAPE INSTALLED 12 ABOVE THE BURIED POWER. THE
MARKER SHALL BE PLASTIC NON_BIODEGRADABLE, METAL CORE BACKING
MARKED “POWER”. TAPE SHALL BE FURNISHED BY CONTRACTOR.
J.BEDDING OF THE SEWER MAIN AND ALL APPURTENANCES SHALL BE SAND AND
COMPACTION OF THE BACKFILL MATERIAL SHALL BE REQUIRED IN
ACCORDANCE WITH THE ABOVE MENTIONED SPECIFICATION (SEE GENERAL
NOTE 5.60-A).
K.TEMPORARY STREET PATCHING SHALL BE ALLOWED FOR AS APPROVED BY
THE CITY ENGINEER. TEMPORARY STREET PATCHING SHALL BE PROVIDED BY
PLACEMENT AND COMPACTION OF 2 INCH MINIMUM ASPHALT CONCRETE COLD
MIX. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AS REQUIRED.
L.EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING
CONSTRUCTION TO PREVENT INFILTRATION OF EXISTING AND PROPOSED
STORM DRAINAGE FACILITIES AND ROADWAYS.
M.PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AS REQUIRED.
N.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF
THESE APPROVED PLANS ON CONSTRUCTION SITE AT ALL TIMES.
O.ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY
THE CITY OF YELM.
P.ALL STEP MAINS SHALL BE HYDROSTATICALLY TESTED IN CONFORMANCE WITH
THE ABOVE-REFERENCED SPECIFICATION FOR TESTING WATER MAINS. (SEE
NOTE 1.) IN ADDITION, ALL STEP MAINS SHALL BE PIGGED/CLEANED IN THE
PRESENCE OF THE CITY INSPECTOR PRIOR TO PLACING STEP MAIN IN SERVICE.
Q.PRIOR TO BACKFILL ALL MAINS AND APPURTENANCES SHALL BE INSPECTED
AND APPROVED BY THE CITY OF YELM. APPROVAL SHALL NOT RELIEVE THE
CONTRACTOR FOR CORRECTION OF ANY DEFICIENCIES AND/OR FAILURES AS
DETERMINED BY SUBSEQUENT TESTING AND INSPECTIONS. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY OF YELM FOR THE
REQUIRED INSPECTIONS.
R.PUMP CONTROL PANELS SHALL BE LOCATED ON GARAGE WALL OR REMOTE
POST, 5-FEET FROM TOP OF PANEL TO FINISH GRADE, UNLESS OTHERWISE
AUTHORIZED BY THE CITY OF YELM.
S.IN THE EVENT THAT THE DEPARTMENT OF LABOR AND INDUSTRIES OR THE CITY
SHOULD REQUIRE A SEPARATE "ON-OFF" SWITCH CONTROLLING POWER TO
THE PUMP CONTROL PANEL, SAID SWITCH SHALL HAVE A LOCKING COVER
MODEL # 5031-0 RAYNTITE SINGLE GANG WEATHERPROOF COVER 1.406"
DIAMETER.
T.INSPECTIONS FOR ONSITE STEP INSTALLATIONS ARE REQUIRED. A 48 HOUR
NOTICE TO THE SEWER DEPARTMENT IS REQUIRED PRIOR TO THE INSPECTION.
ITEMS NEEDING INSPECTION ARE:
1.TANK INSTALLATION, I.E.; BEDDING AND LOCATION
2.TANK INFILTRATION, EXFILTRATION TEST
3.S.S. PRESSURE TEST
4.SERVICE LINE PRESSURE TEST
5.FINAL INSPECTION
U. ALL POSTS USED TO SUPPORT PUMP CONTROL PANELS, MUST BE HOT DIP
GALVANIZED UNISTRUT OR APPROVED EQUAL.
YELM GENERAL NOTES (SANITARY SEWER MAIN INSTALLATION)
3"
4"
4"
52"
79"
36"
7"
24"
12"6"
3/29/24
PRICE ALTERNATE
GI OPTION
TRACT
A
LOT 2
LO
T
3
LO
T
4
LOT 5
LOT 1
A
B C
D
E
F
H
G
A
B
C
D
E
K
H
F G
J
M
L
CC C
C C
CC
C
C
C
C
C
C
C
CCCC
EV EV EV
EV
EV
EV
EV
EV
EV
C
C
C
C
C
C
C
CC
C
CC
INDEX:
JOB:
SHEET:
AGENCY NO.
OF
DR
A
W
N
B
Y
:
CH
E
C
K
E
D
B
Y
:
DE
S
I
G
N
E
D
B
Y
:
SC
A
L
E
:
DA
T
E
:
VH
EN
G
I
N
E
E
R
S
TE
L
:
3
6
0
.
9
4
3
.
1
5
9
9
F
A
X
:
3
6
0
.
3
5
7
.
6
2
9
9
OL
Y
M
P
I
A
,
W
A
9
8
5
0
6
39
1
0
M
A
R
T
I
N
W
A
Y
E
,
S
U
I
T
E
B
HA
T
T
O
N
SU
R
V
E
Y
O
R
S
PA
N
T
I
E
R
ha
t
t
o
n
p
a
n
t
i
e
r
.
c
o
m
GO
D
A
T
AN
D
RE
V
I
S
I
O
N
S
:
DA
T
E
:
TA
H
O
M
A
T
E
R
R
A
C
O
M
M
E
R
C
I
A
L
99
5
5
T
A
H
O
M
A
B
L
V
D
S
E
,
Y
E
L
M
,
W
A
9
8
5
9
7
14
7
8
8
B
E
R
R
Y
V
A
L
L
E
Y
R
D
S
E
,
Y
E
L
M
,
W
A
9
8
5
9
7
50
A
P
O
R
T
I
O
N
O
F
T
H
E
N
W
1
/
4
O
F
T
H
E
S
W
1
/
4
A
N
D
T
H
E
N
E
1
/
4
O
F
T
H
E
SW
1
/
4
S
E
C
T
I
O
N
2
4
T
O
W
N
S
H
I
P
1
7
N
O
R
T
H
,
R
A
N
G
E
1
E
A
S
T
,
W
.
M
.
DLDL
SE
P
T
.
2
0
2
3
CP
M
H:\LANDSCAPE\22-000\22-005\
22-005
CITY OF YELM
MERIDIAN HORIZONTAL DATUMVERTICAL DATUM
NGVD 29 PER T.C.H.P.N. #1252BM
BASED ON THRUSTON COUNTY HIGH PRECISION
NETWORK CONTROL POINT NO. 1252BM, 3" BRASS
CAP AT THE NW CORNER OF THE INTERSECTION OF
YELM HIGHWAY AND KILLION ROAD
ELEVATION = 246.39 (NGVD)
DATUM DATUM
22-005-LA.dwg
TP
N
#
7
8
6
4
0
0
0
0
0
1
2
,
7
8
6
4
0
0
0
0
0
1
0
CI
T
Y
C
O
M
M
E
N
T
S
12
/
1
3
/
2
3
PLAT OF TAHOMA TERRA PHASE 2, DIVISION 2 UNDER
AUDITOR'S FILE NO. 4620459
02-07-24
OV
E
R
A
L
L
L
A
N
D
S
C
A
P
E
P
L
A
N
TAHOMA TERRA COMMERCIAL
9955 TAHOMA BLVD SE, YELM, WA 98597
14788 BERRY VALLEY RD SE, YELM, WA 98597
PROJECT PROPONENT
TAHOMA TERRA HOLDINGS, LLC
PO BOX 73790
PUYALLUP, WA 98373
45
0
SCALE: 1" = 50'
50 50 10025
1"
=
5
0
'
N/
A
PROPOSED TRASH
ENCLOSURE (TYP)
WETLAND BOUNDARY
(CLIENT PROVIDED)
NHA
T
T
O
N
GO
D
A
T
PA
N
T
I
E
R
SITE
VICINITY MAP
93rd Ave SE
Ki
l
l
i
o
n
S
t
Y
e
l
m
A
v
e
.
S
E
S
R
5
1
0
Longmire St SE
Du
r
a
n
t
S
t
Lon
g
m
i
r
e
S
t
S
E
SW
S
o
l
b
e
r
g
S
t
SW
E
d
w
a
r
d
s
S
t
SW
R
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S
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5
1
0
Y
e
l
m
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e
.
S
E
S
W
M
o
s
m
a
n
A
v
e
Stat
e
H
i
g
h
w
a
y
5
0
7
S
E
SW Berry Valley Road
CITY OF YELM
T
h
o
m
p
s
o
n
C
r
e
e
k
T
h
o
m
p
s
o
n
C
r
e
e
k
TAHOMA BLVD.
BERRY
VALLEY
RD SE
COF
F
E
E
SHO
P
OFF
I
C
E
PRO
P
O
S
E
D
STO
R
A
G
E
U
N
I
T
PROPOSED
STORAGE UNIT
PROPOSED
STORAGE UNIT
PROPOSED
STORAGE UNIT
PROPOSED
STORAGE UNIT
PROPOSED
STORAGE UNIT
PROPOSED
STORAGE UNIT
PROPOSED
STORAGE U
N
I
T
S
T
O
R
A
G
E
O
F
F
I
C
E
PROPOSED
STORAGE UNIT
PROPOSED STORAGE UNIT PROPOSED STORAGE UNIT
PR
O
P
O
S
E
D
ST
O
R
A
G
E
U
N
I
T
RETAIL
R
E
T
A
I
L
DENSE SIGHT BARRIER
EXISTING TREES AND
VEGETATION
DENSE SIGHT BARRIER
CLUSTER MAILBOXES
(TYP)
MULTI-FAMILY
BUILDING (TYP)
EXISTING
SIDEWALK
5' HIGH MONUMENT
SIGN WITH 51 SF
SIGN FACE PER SIDE
6' HIGH MONUMENT
SIGN WITH 120 SF
SIGN FACE PER SIDE
6' HIGH BLACK
WROUGHT IRON FENCE
TAHOMA BLVD SE
BE
R
R
Y
V
A
L
L
E
Y
R
D
S
E
LO
N
G
M
I
R
E
S
T
S
E
LANDSCAPE PLAN 4 SHEET 49 LANDSCAPE PLAN 3 SHEET 48
LANDSCAPE PLAN 1 SHEET 4
LANDSCAPE PLAN 2 SHEET 47
FENCED DOG PARK
PLAY AREA
BASKETBALL AND
PICKLEBALL COURTS
PICNIC AREA
PICNIC AREA PLAY AREABENCH
GATE
BENCH
BIKE RACK