Plans Civil STC LD20220109929394 84
696168606766
58
65
TRACT 'E'
6463 7062
2
TRACT 'G'
42
41
46
47
TR
A
C
T
'
D
'
71
TR
A
C
T
'
C
'
83
72
80
TRACT 'B'
82
81
TRACT 'J'
TRACT 'A'
79
76
77
78
74
75
73
24
1
21
22
108 106 105
53 54
56
57
28
31
25
TRACT 'I'
5150
49
59
91
89
88
87
85
97
18
23
8690
38
TRACT 'L'
104107
109
43
48
55
45
TRACT 'H'
44
TRACT 'K'
52
3
102
100
99
9596
103
98
101
36
37
35
14
6
13
5
12
4
11
10
9
16
8
15
7
17
31
36
37
39
40
35
34
33
32
30
14
20
13
19
12
11
10
9
8
15
7
29
27
26
13
12
11
10
9
8
7
17
31
27
26
28
31
21
18
38
36
37
39
40
35
34
33
32
30
14
6
20
13
5
19
12
4
11
10
9
16
8
15
7
17
29
27
26
17
6
9
18
38
11
JA
C
K
S
O
N
S
T
S
E
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: October 7, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-COVER.dwg
C0.1
1
COVER SHEET
N
GRAPHIC SCALE
0 120 240
1" = 120 FEET
60
AHBL ENGINEERS, PLANNERS, &
SURVEYORS
2215 NORTH 30TH STREET, SUITE 300
TACOMA, WA 98403
PH. (253) 383-2422
CONTACT: SCOTT KAUL, P.E.
COPPER RIDGE, LLC
P.O. BOX 73790
PUYALLUP, WA 98373-0790
CONTACT: MR. KURT WILSON
AHBL ENGINEERS, PLANNERS, &
SURVEYORS
2215 NORTH 30TH STREET, SUITE 300
TACOMA, WA 98403
PH. (253) 383-2422
CONTACT: DAVE FOLLANSBEE, PLS.
TOPOGRAPHIC SURVEY WAS PREPARED
BY AHBL, INC. FIELD DATA WAS
COLLECTED IN APRIL 2023.
NAVD 1988 VERTICAL DATUM ON
ORTHOMETRICALLY CORRECTED GPS
OBSERVATIONS USING WSRN AND GEOID 2012A.
NAD 1983/11
WASHINGTON STATE PLANE SOUTH PROJECTION,
BASED ON GPS OBSERVATION USING WSRN AND
GEOID 2012A.
UNITS OF MEASUREMENT ARE US SURVEY FEET.
SEE SHEET C0.2 - EXISTING CONDITIONS
FOR LEGAL DESCRIPTION
PARCEL NUMBERS:21724230100, 21723140000,
21723140102
ADDRESS:14444 BERRY VALLEY RD SE
YELM WA, 98597
SITE AREA:1,505,994 SF (34.57 ACRES)
(AFTER PROPOSED BLA)
EXISTING ZONING:R-4, RESIDENTIAL
N
EXISTING DESCRIPTION PROPOSED
LEGEND
SITE DATA
LEGAL DESCRIPTION
BASIS OF BEARING
VERTICAL DATUM
DEVELOPER
CIVIL ENGINEER
SURVEYOR
VICINITY MAP
NOT TO SCALE
SITE AREA 1,505,994 SF (34.57 AC)
(AFTER PROPOSED BLA)
MAX. DENSITY (4 DU) = 138.28 UNITS (USE 138 UNITS)
PROPOSED DENSITY = 109 UNITS
GROSS DEVELOPABLE ACREAGE X ALLOWED DENSITY IN
DWELLING UNITS = ALLOWABLE NUMBER OF DWELLING
UNITS
CUT = 92,250 CU. YDS
FILL = 81,750 CU. YDS
NET = 10,500 CU. YDS EXPORT
NOTE:
THE ABOVE QUANTITIES ARE ESTIMATES ONLY INTENDED FOR
THE PERMITTING PROCESS. DO NOT USE FOR BID PURPOSES.
THE QUANTITIES DO NOT HAVE STRIPPING, COMPACTION, OR
CUT OR FILL ADJUSTMENT FACTORS APPLIED TO THEM, NOR
DO THEY ACCOUNT FOR ROADWAY SECTION.
THE WETLAND DELINEATION AND STREAM ASSESSMENT
REPORT PREPARED BY LAND SERVICES NORTHWEST
IDENTIFIES THREE WETLANDS AND A TYPE F STREAM ON THE
PROJECT SITE. THE DELINEATED WETLANDS AND STREAM
WITH ASSOCIATED BUFFERS ARE SHOWN IN THIS PLAN SET.
SITE
PROJECT SITE
SCALE 1"=120'
WETLAND DELINEATION
EARTHWORK QUANTITIES
DENSITY CALCULATIONS
21723140102
EVANS, JEFFREY B
CEMENT CONC. PAVEMENT
NATURAL GAS LINE
CONIFER TREE
DECIDUOUS TREE
ASPHALT CONC. PAVEMENT
STANDARD DUTY PAVING
SANITARY SEWER LINE
STORM DRAIN LINE
POWER/TELE. POLE
CHAIN LINK FENCE
FIRE SERVICE
WATER LINE
CONTOURS
WIRE FENCE
WOOD FENCE
WATER METER
WATER VALVE
SIGN
HYDRANT
STORM DRAIN MH
SANITARY SEWER MH
CATCH BASIN
TELEPHONE MH
TELEPHONE RISER
GUY WIRE
LIGHT
W
D
ELEV
D
W
SS
F
ELEV
G
LAND SERVICES NORTHWEST
120 STATE AVENUE, NE PMB 190
OLYMPIA, WA 98501
PH. (360) 481-4208
CONTACT: ALEX CALLENDER, MS PWS
WETLAND BIOLOGIST
BOUNDARY LINE PER
BLA22-0109YL
BLAM 5010000
EXISTING WELL
SETBACK
RO
A
D
3
21723110300
MOSS, WILLIAM R & DEBRA A 21724220200
VALENZUELA, MICHAEL LAWRENCE 21724210500
SCHOOL DISTRICT #2
21
7
2
4
2
3
0
1
0
1
JE
N
K
I
N
S
,
T
A
M
M
Y
M
21724230105
KIMBROUGH, WILBERT L
21724230200
HOBART, DELYNN B
21724230900
SOETEBER, MARK W
21724230400
GERRISH FAMILY REVOCABLE LIVING TRUST
DA
I
N
S
T
.
S
E
78640100019
TAHOMA TERRA HOLDINGS LLC
21723420000
DDD
WASHINGTON
LLC
21723130000
DDD
WASHINGTON
LLC
21723120400
HUDDLESTON,
JOE D
21724230100
PURVIS, DAVID A
21723140000
PURVIS, DAVID A
EXISTING INGRESS/EGRESS
& UTILITY EASEMENT
(TO BE VACATED)
EXISTING UTILITY
EASEMENT
(TO BE VACATED)EXISTING WELL TO BE
ABANDONED
21723140101
(FOR TAX PURPOSES)
BERRY VALL
E
Y
R
O
A
D
S
E
ROAD 1
JAC
K
S
O
N
S
T
.
S
E
ROAD 2
BERRY VALLEY ROAD SE
Sheet List Table
Sheet
Number Sheet Title
C0.1 COVER SHEET
C0.2 EXISTING CONDITIONS
C1.2 PLAT MAP (NE)
C1.3 PLAT MAP (NW)
C1.4 PLAT MAP (S)
C2.1 TESC AND DEMOLITION PLAN
C2.2 TESC AND DEMOLITION PLAN
C2.3 TESC NOTES AND DETAILS
C2.4 TESC NOTES AND DETAILS
C3.0 OVERALL GRADING PLAN
C3.1 GRADING AND ROOF DRAINAGE PLAN (NE)
C3.2 GRADING AND ROOF DRAINAGE PLAN (NW)
C3.3 GRADING AND ROOF DRAINAGE PLAN (S)
C3.4 BERRY VALLEY ROAD
C3.5 BERRY VALLEY ROAD
C3.6 JACKSON STREET PLAN & PROFILE
C3.7 JACKSON STREET PLAN & PROFILE
C3.8 ROAD 1, ROAD 2 & ROAD 3 PLAN & PROFILE
C3.9 ROAD SECTIONS
C3.10 ROAD SECTIONS
C3.11 THOMPSON CREEK CROSS SECTIONS
C3.12 THOMPSON CREEK CROSSING DETAILS
C4.1 INTERSECTION DETAILS
C4.2 INTERSECTION DETAILS
C4.3 INTERSECTION DETAILS
C4.4 PUBLIC ROAD NOTES & DETAILS
C4.5 PUBLIC ROAD NOTES & DETAILS
C4.6 PUBLIC ROAD NOTES & DETAILS
C5.1 TRACT E STORM POND PLAN & PROFILE
C5.2 TRACT F STORM POND PLAN & PROFILE
C5.3 TRACT A BIORETENTION POND PLAN & PROFILE
C5.4 TRACT K STORM POND PLAN & PROFILE
C5.5 STORM DRAINAGE NOTES AND DETAILS
C5.6 STORM DRAINAGE NOTES AND DETAILS
C5.7 STORM DRAINAGE NOTES AND DETAILS
C5.8 ON LOT INFILTRATION PLAN
C6.0 OVERALL UTILITY MAP
C6.1 UTILITY MAP (NE)
C6.2 UTILITY MAP (NW)
C6.3 UTILITY MAP (S)
C7.1 BERRY VALLEY ROAD WATER PLAN & PROFILE
C7.2 BERRY VALLEY ROAD WATER PLAN & PROFILE
C7.3 JACKSON STREET WATER PLAN & PROFILE
C7.4 JACKSON STREET WATER PLAN & PROFILE
C7.5 ROAD 1, ROAD 2 & ROAD 3 WATER PLAN & PROFILE
C7.6 WATER NOTES & DETAILS
C7.7 WATER NOTES & DETAILS
C8.1 BERRY VALLEY ROAD STEP PLAN & PROFILE
C8.2 JACKSON STREET STEP PLAN & PROFILE
C8.3 JACKSON STREET STEP PLAN & PROFILE
C8.4 ROAD1, ROAD 2, & ROAD 3 STEP PLAN & PROFILE
C8.5 SEWER STEP NOTES AND DETAILS
C8.6 SEWER STEP NOTES AND DETAILS
C9.1 WETLAND BUFFER AVERAGING PLAN
SEE OFFSITE SET
#______ FOR
IMPROVEMENTS ON
BERRY VALLEY RD
WETLAND RESOURCES, INC.
9505 19TH AVE SE, SUITE 106
EVERETT, WA 98208
CONTACT: JEFF MALLAHAN (SENIOR ECOLOGIST)
STORM CROSSING - HPA PERMIT
TEMPORARY CONSTRUCTION
EASEMENT PER TC REC. NO.
5028283
10/09/2024
BOUNDARY LINE AFTER PROPOSED BLA
JA
C
K
S
O
N
S
T
S
E
21723140102
EVANS, JEFFREY B
21723110300
MOSS, WILLIAM R & DEBRA A 21724220200
VALENZUELA, MICHAEL LAWRENCE 21724210500
SCHOOL DISTRICT #2
21
7
2
4
2
3
0
1
0
1
JE
N
K
I
N
S
,
T
A
M
M
Y
M
21724230105
KIMBROUGH, WILBERT L
21724230200
HOBART, DELYNN B
21724230900
SOETEBER, MARK W
21724230400
GERRISH FAMILY REVOCABLE LIVING TRUST
DA
I
N
S
T
.
S
E
78640100019
TAHOMA TERRA HOLDINGS LLC
21723420000
DDD WASHINGTON LLC
21723130000
DDD WASHINGTON LLC
21723120400
HUDDLESTON, JOE D
21724230100
PURVIS, DAVID A
21723140000
PURVIS, DAVID A
21723140101
(FOR TAX PURPOSES)
DATE: May 2, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-EXST-COND.dwg
C0.2
2
EXISTING
CONDITIONS
N
GRAPHIC SCALE
0 120 240 FEET
1" = 120 FEET
600
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
PARCEL A:
LOT A OF BOUNDARY LINE ADJUSTMENT NO. BLA-99-8233-YL, AS RECORDED ON JULY 13, 2000 UNDER RECORDING NOS.
3302940 AND 3302942;
PARCEL B:
THAT PART OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 24, TOWNSHIP 17 NORTH, RANGE 1
EAST LYING NORTHERLY OF A LINE RUNNING FROM A POINT ON THE WEST LINE OF SAID SUBDIVISION THAT IS 406 FEET
SOUTH OF ITS NORTHWEST CORNER TO A POINT ON THE EAST LINE OF SAID SUBDIVISION THAT IS 312 FEET SOUTH OF ITS
NORTHEAST CORNER;
EXCEPT THE EAST 400 FEET THEREOF;
AND EXCEPT THAT PORTION, IF ANY, CONVEYED TO THURSTON COUNTY FOR ROAD PURPOSES DESCRIBED IN DEEDS
RECORDED NOVEMBER 19, 1969 AND FEBRUARY 2, 1992 UNDER AUDITOR'S FILE NOS. 812829, 9202070138, AND 9202070139;
AND
BEGINNING AT A POINT ON THE EAST LINE OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 24,
TOWNSHIP 17 NORTH, RANGE 1 EAST, W.M., SOUTH 01°02'46" WEST 266.97 FEET FROM THE NORTHEAST CORNER THEREOF;
THENCE SOUTH 80°25'13" WEST TO INTERSECT THE SOUTH LINE OF THAT CERTAIN PARCEL CONVEYED TO JOSEPH H.
CLARAMBEAU AND RECORDED UNDER AUDITOR'S FILE NO. 215228, AND THE TRUE POINT OF BEGINNING OF THIS
DESCRIPTION; THENCE CONTINUING SOUTH 80°25'13" WEST TO THOMPSON CREEK, THENCE NORHWESTERLY ALONG
THOMPSON CREEK TO SAID SOUTH LINE OF SAID 20 FOOT WIDE STRIP RESERVED BY DEED RECORDED UNDER AUDITOR'S
FILE NO. 215228; THENCE EASTERLY ALONG SAID SOUTH LINE TO THE TRUE POINT OF BEGINNING;
EXCEPT THAT PORTION, IF ANY, CONVEYED TO THURSTON COUNTY FOR ROAD PURPOSES DESCRIBED IN DEEDS
RECORDED NOVEMBER 19, 1969 AND FEBRUARY 2, 1992 UNDER AUDITOR'S FILE NOS. 812829, 9202070138, AND 9202070139;
PARCEL C:
LOT B OF BOUNDARY LINE ADJUSTMENT NO. BLA-99-8233-YL, AS RECORDED ON JULY 13, 2000 UNDER RECORDING NOS.
3302940 AND 3302942;
EXCEPT ANY MOBILE HOMES LOCATED THEREON;
IN THURSTON COUNTY, WASHINGTON
LEGAL DESCRIPTION
DECOMMISSION WELLS AND SEPTIC SYSTEM
10/09/2024
4000 S.F.
92
4000 S.F.
93
4000 S.F.
94
5500 S.F.
84
5000 S.F.
69
5000 S.F.
68
5000 S.F.
67
5000 S.F.
66
5000 S.F.
65
4000 S.F.
64
4000 S.F.
63
5000 S.F.
70
20
3
8
S
.
F
.
TR
A
C
T
'
D
'
4003 S.F.
71
35
9
1
S
.
F
.
TR
A
C
T
'
C
'
5499 S.F.
83
4071 S.F.
72
4500 S.F.
80
15145 S.F.
TRACT 'B'
7447 S.F.
82
4500 S.F.
81
244050 S.F.
TRACT 'J'
13332 S.F.
TRACT 'A'
4200 S.F.
79
4000 S.F.
76
4000 S.F.
77
4000 S.F.
78
5226 S.F.
74
4002 S.F.
75
7389 S.F.
73
40.00'
10
0
.
0
0
'
40.00'
40.00'
10
0
.
0
0
'
40.00'
50.00'
10
0
.
0
0
'
50.00'
50.00'
10
0
.
0
0
'
50.00'
50.00'
10
0
.
0
0
'
50.00'
50.00'
10
0
.
0
0
'
50.00'
50.00'
10
0
.
0
0
'
50.00'
50.00'
10
0
.
0
0
'
50.00'
15 .2 9 '
24.73'
40.00'
10
0
.
6
6
'
28.8
2
'
18.97'
10
3
.
4
8
'
40.00'
88
.
9
1
'
6
2
.
7
7
'
111
.
1
5
'
33.36'
51.04'
5
0
.
0
0
'
100
.
4
1
'
5
1.3
2'
4
0
.
0
0
'
100
.
0
0
'
2
7
.
9
9
'
12
.
0
2
'
4
0
.
0
0
'
100
.
0
0
'
4
0
.
0
0
'
4
0
.
0
0
'
100
.
0
0
'
4
0
.
0
0
'
4
0
.
0
0
'
100
.
0
0
'
4
0
.
0
0
'
4
0
.
0
0
'
105
.
0
0
'
4
0
.
0
0
'
5.00'
4
5
.
0
0
'
100
.
0
0
'
4
5
.
0
0
'
100
.
0
0
'
4
5
.
0
0
'
4
5
.
0
0
'
100
.
0
0
'
4
5
.
2
9
'
2
4
.
9
7
'
11
9
.
0
0
'
73.3
7'
9 .9 5'
99
.
5
9
'
55.00'
10
0
.
0
0
'
45.06'55.00'
55.00'
10
0
.
0
0
'
5.64'
69
.
4
1
'
39 .
2 7 '37.40'
61.77'
3
1
.
8
0
'
1
4
.
0
1
'
40
.
0
0
'
150.97'
7
9.3 7'42
.
6
6
'
193.95'
11.51'
5
6.30'
169.72'4
0
.
0
0
'
124.59'
3
6
.
4
0
'
3
6
.
7
2
'
3
6
.
7
2
'
122.81'
31.80'
4
0
.
3
6
'
13.61'40.00'40.00'55.37'
1 4.01'
5.64'
10
0
.
0
0
'
31.00'39.
2
7
'
69
.
4
1
'
40.00'
10
0
.
0
0
'
40.00'
10
0
.
0
0
'
40.00'
26.39'
10
0
.
0
0
'
50.45'
2
2
.
2
3
'
1
1
3
.
2
2
'
6
4
.
0
5
'
11.60'
41.50'
111.74'
7
4
.
9
3
'
52.
4
5'
239.59'
69
.
5
7
'
57
.
2
5
'
20.30'
20.18'
20.22'
13.45'
6.55'
34
5
.
0
2
'
825.25'
250.37'
49
.
7
3
'
165.43'
139.19'
5
4
.
7
2
'
91.00'
5
4
.
5
5
'
91.00'
5465 S.F.
91
5286 S.F.
89
5867 S.F.
88
8819 S.F.
87
6105 S.F.
85
6403 S.F.
865384 S.F.
90
4972 S.F.
TRACT 'K'
1.00'
RO
A
D
3
(L
O
C
A
L
AC
C
E
S
S
R
E
S
.
)
BERRY VALLEY ROAD SE
(NEIGHBORHOOD COLLECTOR)
N88° 17' 08"W922.84'
N1
°
1
7
'
0
1
"
E
34
5
.
0
2
'
S80° 39' 28"
W
369.12'
N87° 39' 50"E 555.81'
N1
°
0
6
'
0
0
"
E
98
4
.
9
9
'
N88° 41' 33"W1323.48'
S83° 40' 08"W
434.28'
S83° 40' 08"W
55.20'
1
0
1
.
0
0
'
28
.
0
0
'
25.50'30.50'
5
6
.
0
0
'
2
8
.
0
0
'
56
.
0
0
'
28
.
0
0
'
1
1
1
25.00'25.00'
S88° 41' 33"E
415.77'S88° 41' 33"E
192.96'
2+
0
0
N1
°
1
8
'
2
7
"
E
17
5
.
4
7
'
4+00
5+00 6+00
7+00
8
+
0
0
9
+
0
0
1
0
+
0
0
11
+
0
0
12+00
13
+
0
0
14+00
15+00
16+00
17+00
18+00
STA: 5+15.77 BERRY VALLEY=
STA: 2+75.47 ROAD 3
L=127.40'R
=15
0.0
0'
Δ=48°39'43"
S
4
0
°
0
1
'
5
0
"
E
2
1
0
.
2
2
'
L
=
1
2
9.93'R
=200.00'
Δ
=
3
7°13'25"
S77° 1
5
'
1
5
"
E
78.55'
Δ=16°53'15"
R=150.00'
L=44.21'
S60° 22' 00"E
4.78'
L=102.31'R=150.0 0 '
Δ=39°04'51"
N80° 33' 09"
E
699.02'
PC
STA:14+06.13
PC
STA:13+03.82
PC
STA:12+99.04
PC
STA:12+54.83
PC
STA:11+76.28
PC
STA:10+46.34
PC
STA:8+36.13
PC
STA:7+08.73
3+003+00
N83° 40' 08"E
15.71'
STA: 14+37.61 JACKSON=
60' AC
C
E
S
S
E
A
S
M
E
N
T
P
E
R
AFN 91
0
5
1
6
0
1
0
9
250' BY 80' INGR
E
S
S
/
E
G
R
E
S
S
A
N
D
UTILITY EASEM
E
N
T
P
E
R
B
L
A
3302942
40' UTILITY EASMENT PER
AFN 9206010033
60
'
40
'
20
'
60' ACCESS
ROAD EASEMENT
A.F.N. 9105160109
N
GRAPHIC SCALE
0 50 100 FEET
1" = 50 FEET
25
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
SE
E
S
H
E
E
T
C1
.
3
DATE: October 7, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-PLAT-MAP.dwg
C1.2
3
PLAT MAP (NE)
PROPOSED ACCESS
EASEMENT
EXISTING PARCEL LINE
150
.
0
0
'
150
.
0
0
'
WETLAND
BUFFER
WETLAND
BUFFER
EDGE OF WETLAND
(THOMPSON CREEK)
BUILDING SETBACK
(TYP.)
10' UTILITY
EASEMENT (TYP.)
56.00'
R50'
R
2
5
'
(
T
Y
P
.
)
21723140102
EVANS, JEFFREY B
21724220200
VALENZUELA, MICHAEL LAWRENCE
21
7
2
4
2
1
0
5
0
0
SC
H
O
O
L
D
I
S
T
R
I
C
T
#
2
21
7
2
4
2
3
0
1
0
1
JE
N
K
I
N
S
,
T
A
M
M
Y
M
21724230105
KIMBROUGH, WILBERT L
21724230200
HOBART, DELYNN B
21724230900
SOETEBER, MARK W
21724230400
GERRISH FAMILY REVOCABLE LIVING TRUST
21723110300
MOSS, WILLIAM R & DEBRA A
STATISTICAL BREAKDOWN
ITEM DESCRIPTION OR AREA
SQUARE FEET ACRES
SITE AREA (AFTER PROPOSED BLA)1,505,994
CRITICAL AREAS
PROPOSED ONSITE ROAD ROW
GROSS DEVELOPMENT AREA
EXISTING & PROPOSED ZONING:
421,115
206,293
1,505,994
R-4, RESIDENTIAL
MAXIMUM DENSITY (4 DU/ACRE)
TOTAL NO. OF LOTS PROPOSED (SINGLE FAMILY)
LARGEST LOT AREA (LOT 77)
SMALLEST LOT AREA (MULTIPLE LOTS)
AVERAGE LOT AREA
OPEN SPACE (NOT INCLUDING WETLAND AREA) (28.93%)
TOTAL IMPERVIOUS SURFACE (31.09%)
ROAD ROW
ROOF AREA (2,200 SF AVG. x 109 UNITS)
34.57
9.67
109
4.74
34.57
138.28 (USE 138)
8,819
4,000
0.20
0.09
5,297 0.12
435,269 9.99
3.90
58,500 1.34
468,222 10.75
169,922
239,800 5.51
TRACT IDENTIFICATION
SQUARE FEET ACRES
13,332 0.31
ITEM
TRACT 'A' - STORM
DRIVEWAYS (500 SF x 107 UNITS + 2,500 SF x 2 UNITS)
LOT SETBACKS - SINGLE FAMILY
FRONT YARD
LOCAL ACCESS 15 FT
NEIGHBORHOOD COLLECTOR 25 FT
MIN. DRIVEWAY APPROACH 20 FT
SIDE YARD 5 FT
15 FT (CORNER LOT)
REAR YARD 25 FT
15,145 0.35TRACT 'B' - OPEN SPACE
3,591 0.08TRACT 'C' - UTILITY
2,038 0.05TRACT 'D' - UTILITY
48,200 1.11TRACT 'E' - STORM
45,804 1.05TRACT 'F' - STORM
115,117 2.64TRACT 'G' - CRITICAL AREA/OPEN SPACE
INGRESS/EGRESS
EASEMENT
(TO BE VACATED)
6
0
.
0
0
'
8,288 0.19TRACT 'H' - ACCESS
221,834 5.09TRACT 'I' - CRITICAL AREA/OPEN SPACE
241,621 5.55TRACT 'J' - CRITICAL AREA/OPEN SPACE
TRACT 'K' - STORM 7,400 0.17
KEYNOTES:
2' ROOF DRAIN EASEMENT1
ACCESS EASEMENT
TO BE VACATED
21724230105
KIMBROUGH, WILBERT L
10/09/2024
6
0
'
5836 S.F.
51
5929 S.F.
50
5935 S.F.
49
5914 S.F.
108 5590 S.F.
106
5320 S.F.
105
5045 S.F.
53
5047 S.F.
54
5050 S.F.
56
5050 S.F.
57
4000 S.F.
94
4000 S.F.
61
4000 S.F.
60
5050 S.F.
58
48074 S.F.
TRACT 'E'
4000 S.F.4000 S.F.
63
4000 S.F.
62
5050 S.F.
2
115117 S.F.
TRACT 'G'
5800 S.F.
42
5800 S.F.
41
5389 S.F.
46
5220 S.F.
47
5050 S.F.
1
1
0
1
.
0
0
'
50.00'
1
0
1
.
0
0
'
50.00'
50.00'
1
0
1
.
0
0
'
44.73'
31.00'
3
9
.27'
7
6
.
0
0
'
56.00'
92
.
1
3
'
110.2
6
'
3 2 .0 6 '
87.29'
25.8
1
'
24.1
9
'
37.
5
9
'
10
0
.
0
5
'
1
0
5
.
3
1
'
50.
0
0
'
1
1
6
.
0
0
'
50.
0
0
'
1
1
6
.
0
0
'
50.
0
0
'
1
1
5
.
8
8
'
81.6
8
'
1
0
5
.
0
0
'
1
0
3
.
4
5
'
50.
0
0
'
1
0
1
.
9
4
'
5.85'
50.
0
0
'
1
0
7
.
7
9
'
50.4
6
'
1
0
1
.
0
0
'
53.
1
1
'
1
0
1
.
1
6
'
7 .0 9 '
4 9 .7 8 '
71.4
3
'
9
7
.
6
7
'
4 9 .7 8 '
4.57'
66.83
'
1
0
1
.
0
0
'
4 7 .3 3 '
68.44'
1
0
3
.
2
9
'
10
0
.
8
8
'
21.54'
2 6 .81'
60.40'
10
0
.
9
1
'
50.00'
50.00'
10
0
.
9
5
'
50.00'
50.00'
26
.
9
7
'
4
6
.
8
8
'
4 1 .
4
9'
37.18'
60.00'
50
.
0
0
'
101.00'
50
.
0
0
'
101.00'
50
.
0
0
'
50
.
0
0
'
101.00'
101.00'
50
.
0
0
'
50
.
0
0
'
56.00'
10
0
.
0
0
'
31.00'
3
9
.2
7'
75
.
0
0
'
40.00'
10
0
.
0
0
'
40.00'
40.00'
10
0
.
0
0
'
40.00'
40.00'
10
0
.
0
0
'
40.00'
40.00'
10
0
.
0
0
'
40.00'
40.00'
40.00'
4
0
.
0
0
'
3
6
.
7
2
'
3
6
.
7
2
'
4
0
.
3
6
'
13.61'
10
0
.
0
0
'
40.00'
26.39'
10
0
.
0
0
'
40.00'
10
5
.
3
6
'
40.50'
39.20'
40
.
0
0
'
58
.
2
7
'
80.77'
105.09'
2
8
.
7
0
'10
.
9
7
'
39.2 7 '
100.73'
1
3
.
0
7
'
3
4
.
2
2
'
4
3
.
1
0
'
4
0
.
0
0
'
4
0
.
0
0
'
4
0
.
0
0
'
100.73'
1
3
.
0
0
'
206.45'
1
3
.
0
0
'
100.73'
4
3
.
1
0
'
50.45'
7
8
.
9
1
'
41.83'
1
0
4
.
0
1
'
34.63'35.9
4
'
8.20'
1
0
8
.
9
4
'
50.45'
50.01'
1
1
4
.
6
5
'
50.45'
50.01'
1
1
9
.
8
3
'
13 .5 3 '
36.86'
50.01'
1
1
4
.
2
4
'
5 0 .3 9 '
7 2 .4 6 '
40.
3
1
'
326.39'
15
.
0
0
'
76
.
9
5
'
2
7
.
5
1
'
9
4
.
7
1
'
5
3
.
1
6
'
9
3
.
8
0
'
27.
7
1
'
6
6
.
1
8
'
133.7
7
'
56
5
.
4
9
'
230.63'
164.6
2
'
65
.
6
9
'
55.20'
7 9.7 4 '2 3 .6 4 '
23.
3
2
'
50.
0
0
'
50.
0
0
'
42.
8
8
'
39.
9
8
'
50.
0
0
'
50.
0
0
'
27.
3
5
'
1 5 .18 '7.53'
9.34'
5 4.0 9'
39.0 7 '
6
1
.
8
7
'
6
7
.
6
4
'
9
5
.
9
8
'
19.07'
5
4
.
1
7
'
56.00'4.28'
56.00'
5466 S.F.
59
4493 S.F.
98
6361 S.F.
97
5288 S.F.
TRACT 'L'
5756 S.F.
104
5873 S.F.
107
8112 S.F.
109
5805 S.F.
43
5206 S.F.
48
6016 S.F.
55
7137 S.F.
45
8288 S.F.
TRACT 'H'
7387 S.F.
44
5
6
.
0
0
'
5508 S.F.
52
1
2
.
4
2
'
2
7
.
5
8
'
40.36'
1.00'
5522 S.F.
3
7189 S.F.
102
4341 S.F.
103
4029 S.F.
100
4029 S.F.
99
4107 S.F.
95
4367 S.F.
96
9782 S.F.
101
10.69'
48.74'
40.33'
33.13'
7
.
9
1
'
4
.
5
9
'
111.68'
7511 S.F.
4
5288 S.F.
40
J
A
C
K
S
O
N
S
T
.
S
E
(
L
O
C
A
L
A
C
C
E
S
S
R
E
S
.
)
ROAD 2
(LOCAL ACCESS RES.)
BERRY VALLEY ROAD SE
(NEIGHBORHOOD COLLECTOR)
ROAD 1
(LOCAL
ACCESS RES.)
N88° 41' 33"W1323.48'
S1
°
1
4
'
5
9
"
W
13
2
4
.
4
4
'
S6
°
2
5
'
4
7
"
W
S83° 40' 08"W
55.20'
S
6
°
1
9
'
5
2
"
E
1
0
1
.
0
0
'
11
+
0
0
1
2
+
0
0
1
3
+
0
0
1
4
+
0
0
1
5
+
0
0
16
+
0
0
17
+
0
0
17
+
5
0
Δ=7°38'19"
R=300.00'
L=39.99'
3
0
.
5
0
'
2
5
.
5
0
'
30.50'25.50'
28
.
0
0
'
28
.
0
0
'
28.00'28.00'
3
0
.
5
0
'
2
5
.
5
0
'
56.00'
30.50'25.50'
N63°
4
5
'
5
5
"
E
N76° 43'
1
2
"
E
S88° 41' 33"E
1
1
1
1
1
1
1
1
1
1
S88° 41' 33"ES88° 41' 33"E
415.77'
2+0
0
3+0
0
4+00
5+00 6+00 7+00
L =6 1 .3 7 'R =2 0 2 .5 0 '
Δ =1 7 °2 1 '4 8 "
N45
°
5
2
'
3
7
"
E
167
.
3
4
'
L =1 5 6 .6 0 'R =1 9 7 .5 0 '
Δ =4 5 °2 5 '4 9 "
S88° 41' 33"E
221.61'
2+00 3+00
N1
°
1
8
'
2
7
"
E
58
.
5
1
'
N1
°
1
8
'
2
7
"
E
12
8
.
0
0
'
N6° 19' 52"W
70.74'
N6° 19' 52"W
218.39'
N6° 19' 52"W
218.39'
Δ=57°55'53"
R=227.50'
L=230.02'
2+00
3+003+00
N83° 40' 08"E
184.29'
N83° 40' 08"E
15.71'
STA: 11+82.47 JACKSON=
STA: 1+00.00 ROAD 1
STA: 14+37.61 JACKSON=
STA: 7+06.91 ROAD 2
PC
STA:4+85.30
PC
STA:3+28.70
PC
STA:1+61.37
60' INGRESS/EG
R
E
S
S
A
N
D
UTILITIES EASE
M
E
N
T
A
F
N
3136584
STA: 1+00 BERRY VALLEY=
STA: 16+06.86 JACKSON
PC: 9+81.28
PC: 15+08.35
PT: 12+11.31
PT: 15+48.35
N
GRAPHIC SCALE
0 50 100 FEET
1" = 50 FEET
25
SE
E
S
H
E
E
T
C1
.
2
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
SEE SHEET C1.4
DATE: October 7, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-PLAT-MAP.dwg
C1.3
4
PLAT MAP (NW)
21723110300
MOSS, WILLIAM R & DEBRA A
21723130000
DDD WASHINGTON LLC
21723120400
HUDDLESTON,
JOE D
INGRESS/EGRESS EASEMENT
(TO BE VACATED)
WETLAND
BUFFER
EDGE OF WETLAND
BUILDING SETBACK
(TYP.)
10' UTILITY
EASEMENT (TYP.)
5
0
.
0
0
'
56
.
0
0
'
56.00'
5
6
.
0
0
'
R5
0
.
0
0
'
R
2
5
.
0
0
'
(
T
Y
P
.
)
5
8
.
0
0
'
WETLAND
BUFFER
KEYNOTES:
2' ROOF DRAIN EASEMENT1
10/09/2024
6
0
'
JA
C
K
S
O
N
S
T
S
E
5914 S.F.
5590 S.F.
6301 S.F.
28
6473 S.F.
31
5050 S.F.
25
232002 S.F.
TRACT 'I'
5050 S.F.
2
5800 S.F.
42
5800 S.F.
41
5050 S.F.
24
5050 S.F.
1
4080 S.F.
21
4887 S.F.
22
1
0
1
.
0
0
'
50.00'
1
0
1
.
0
0
'
50.00'
50.00'
1
0
1
.
0
0
'
44.73'
31.00'
3
9.27'
7
6
.
0
0
'
56.00'
92
.
1
3
'
110.2
6
'
32.0 6 '
87.29'
40
.
5
0
'
121.3
9
'
62.0
8
'
1
2
3
.
1
4
'
49
.
6
9
'
40.0
0
'
1
1
3
.
2
6
'
40.0
0
'
1
1
0
.
0
0
'
40.0
0
'
1
1
0
.
0
0
'
40.0
0
'
1
1
0
.
0
0
'
40.0
0
'
1
1
0
.
0
0
'
40.0
0
'
1
1
0
.
0
0
'
40.0
0
'
1
1
0
.
0
0
'
40.0
0
'
1
1
0
.
0
0
'
40.0
0
'
1
1
0
.
0
0
'
40.0
0
'
1
1
0
.
0
0
'
40.0
0
'
1
0
9
.
0
3
'
3.20'
105.26'3
5
.
2
9
'
108.3
3
'
4
0
.
0
0
'
102.5
7
'
7.97'
6
.
0
3
'
4
0
.
0
0
'
102.9
3
'
4
0
.
0
9
'
32
.
5
3
'
103.32'
2
4
.
5
8
'
3
6
.
6
7
'
40
.
0
0
'
101.00'11
.
3
7
'
2
8
.
7
5
'
50
.
0
0
'
101.00'
50
.
0
0
'
101.00'
50
.
0
0
'
101.00'
50
.
0
0
'
3
1
.
9
6
'
101.0
0
'
6
9
.
2
1
'
11
.
3
7
'
6
.
0
3
'
5
0
.
1
4
'
101.0
0
'
7
7
.
5
9
'
101.00'
77
.
7
1
'
101.00'
78
.
0
8
'
101
.
0
0
'
77
.
2
0
'
1
0
1
.
0
0
'
79.
1
6
'
1
0
0
.
0
0
'
50.0
0
'
1
0
0
.
0
0
'
50.0
0
'
1
0
0
.
0
0
'
50.0
0
'
1
0
0
.
0
0
'
50.0
0
'
1
0
0
.
0
0
'
50.0
0
'
1
0
0
.
0
0
'
50.0
0
'
1
0
0
.
0
0
'
25.8
1
'
24.1
9
'
1
0
0
.
0
0
'
37.
5
9
'
10
0
.
0
5
'
1
0
5
.
3
1
'
50.
0
0
'
1
1
6
.
0
0
'
50.
0
0
'
1
1
6
.
0
0
'
50.
0
0
'
1
1
5
.
8
8
'
81.6
8
'
1
0
5
.
0
0
'
1
0
3
.
4
5
'
1
0
1
.
9
4
'
4
0
.
0
0
'
4
3
.
1
0
'
4
3
.
1
0
'
50.45'
7
8
.
9
1
'
41.83'
1
0
4
.
0
1
'
8.20'
1
0
8
.
9
4
'
50.01'
1
1
4
.
6
5
'
50.01'
1
1
9
.
8
3
'
50.01'
1
1
4
.
2
4
'
40.
3
1
'
9
3
.
8
0
'
27.
7
1
'
6
6
.
1
8
'
133.7
7
'
164.6
2
'
65
.
6
9
'
259.03'
69
3
.
2
6
'
55.20'
7 9 .7 4 '2 3 .6 4 '
23.
3
2
'
50.
0
0
'
39.
9
8
'
50.
0
0
'
50.
0
0
'
27.
3
5
'
1 5 .1 8 '7.53'
9.34'
5 4.0 9'
39.0 7 '
6
1
.
8
7
'
40
.
0
0
'
6
7
.
6
4
'
9
5
.
9
8
'
19.07'
5
4
.
1
7
'
56.00'4.28'
56.00'
6214 S.F.
18
4062 S.F.
23
5000 S.F.
38
5288 S.F.
TRACT 'L'
5873 S.F.
8112 S.F.
109
5805 S.F.
43
7137 S.F.
45
8288 S.F.
TRACT 'H'
7387 S.F.
44
5
6
.
0
0
'
1.00'
5522 S.F.
3
4341 S.F.
103
10.69'
48.74'
40.33'
33.13'
27.46'
4 1.2 5'
4 0 .17 '
39.5
3
'
40.0
0
'
40.0
0
'
40.0
0
'
40.0
0
'
40.0
0
'
40.0
0
'
40.0
0
'
23.9
1
'
115.61'
6
0
.
1
8
'
2
3
.
3
2
'
7
.
9
1
'
4
.5
9
'
111.68'
6 7.0 4'
44.7
2
'
50.0
0
'
50.0
0
'
50.0
0
'
50.0
0
'
50.0
0
'
48.7
2
'
2
3
.
3
2
'
4
9
.
6
1
'
4
9
.
7
3
'
50.11'
5 1.5 4 '
53.40'
8679 S.F.
6
4611 S.F.
5
7511 S.F.
4
4400 S.F.
16
5000 S.F.
36
5000 S.F.
37
5532 S.F.
39
5288 S.F.
40
5000 S.F.
35
5000 S.F.
34
5000 S.F.
33
6437 S.F.
32
6346 S.F.
30
4400 S.F.
14
4400 S.F.
13
4400 S.F.
12
4400 S.F.
10
4400 S.F.
9
4444 S.F.
8
4400 S.F.
15
4705 S.F.
7
4395 S.F.
17
5030 S.F.
27
5792 S.F.
26
6311 S.F.
29
4216 S.F.
20
5159 S.F.
19
ROAD 1
(LOCAL
ACCESS RES.)
JAC
K
S
O
N
S
T
.
S
E
(LO
C
A
L
A
C
E
S
S
R
E
S
.
)
S1
°
1
4
'
5
9
"
W
13
2
4
.
4
4
'
S88° 50' 35"E 1326.93'
S1
°
0
9
'
2
5
"
W
12
2
.
5
3
'
S
2
2
°
5
8
'
4
6
"
E
1
5
1
.
9
6
'
S51
°
3
6
'
0
1
"
W
505
.
2
8
'
S6
°
2
5
'
4
7
"
W
18
2
.
3
2
'
S83° 40' 08"W
55.20'
S
6
°
1
9
'
5
2
"
E
1
0
1
.
0
0
'
2+
0
0
3
+
0
0
4
+
0
0
5+
0
0
6+0
0
7+0
0
8+0
0
9+0
0
10+
0
0
11
+
0
0
1
2
+
0
0
1
3
+
0
0
N31° 28' 35"W
29.35'
Δ=32°38'00"
R=152.50'
L=86.86'
L
=
2
3
1
.
9
9
'
R
=
1
6
0
.
0
0
'
Δ
=
8
3
°
0
4
'
3
6
"
30.50'25.50'
3
0
.
5
0
'
2
5
.
5
0
'
30.
5
0
'
25.
5
0
'
56.00'
30.50'25.50'
1
1
1 1
1
1
1
1
1
2+0
0
L =6 1 .3 7 'R =2 0 2 .5 0 '
Δ =1 7 °2 1 '4 8 "
N45
°
5
2
'
3
7
"
E
167
.
3
4
'
N6° 19' 52"W
218.39'
Δ=57°55'53"
R=227.50'
L=230.02'
2+00
3+003+00
N83° 40' 08"E
184.29'
N83° 40' 08"E
15.71'
STA: 11+82.47 JACKSON=
STA: 1+00.00 ROAD 1
PC
STA:3+28.70
PC
STA:1+61.37
60' INGRESS/EG
R
E
S
S
A
N
D
UTILITIES EASE
M
E
N
T
A
F
N
3136584
PC: 2+89.64
PC: 4+05.85
PC: 9+81.28
PT: 3+76.50
PT: 6+37.84
PT: 12+11.31
3
5
.
0
0
'
G
R
A
D
I
N
G
E
A
S
E
M
E
N
T
N
GRAPHIC SCALE
0 50 100 FEET
1" = 50 FEET
25
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
SEE SHEET C1.3
DATE: October 7, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-PLAT-MAP.dwg
C1.4
5
PLAT MAP (S)
21723140102
EVANS, JEFFREY B
78640100019
TAHOMA TERRA HOLDINGS LLC
21723420000
DDD WASHINGTON LLC
21723130000
DDD WASHINGTON LLC
WETLAND
BUFFER
EDGE OF WETLAND
BUILDING SETBACK
(TYP.)
5
0
.
0
0
'
56.0
0
'
5
6
.
0
0
'
R2
5
.
0
0
'
(T
Y
P
.
)
10' UTILITY
EASEMENT (TYP.)
INGRESS/EGRESS EASEMENT
(TO BE VACATED)
KEYNOTES:
2' ROOF DRAIN EASEMENT1
TEMPORARY CONSTRUCTION
EASEMENT PER TC REC. NO.
5028283
10/09/2024
JA
C
K
S
O
N
S
T
S
E
S1
°
1
4
'
5
9
"
W
13
2
4
.
4
4
'
S88° 50' 35"E 1326.93'
SEDIMENT POND (SOUTH)
TOP BERM: 358
TOP OF SPILLWAY: 357.5
TOP RISER: 357
MINIMUM SURFACE AREA
AT TOP OF RISER 8,300 SF
4
C2.3
SEDIMENT POND (WEST)
TOP BERM: 346
TOP OF SPILLWAY: 345.5
TOP RISER: 345
MINIMUM SURFACE AREA
AT TOP OF RISER 8,070 SF
4
C2.3
SEDIMENT POND (EAST)
TOP BERM: 336
TOP OF SPILLWAY: 335.5
TOP RISER: 335
MINIMUM SURFACE AREA AT
TOP OF RISER 7,280 SF
4
C2.3
SEDIMENT POND OUTLET
IE: 341.50
58LF 12" CPEP @ 5.59%
IE: 338.26
SEDIMENT POND
OUTLET IE: 353.50
IE: 352.75
42LF 12" CPEP
@1.79%
SEDIMENT POND
OUTLET IE: 331.50
IE: 330.71
33LF 12" CPEP @ 2.39%
ROCK OUTFALL 6
C2.3
ROCK
OUTFALL
6
C2.3
350
34
8
35
2
35
4
35
6
358
35
8
3
5
6
3
5
4
3
5
2
35
0
34
8
346
344
342
340
332
3
6
4
3
6
2
360
358
356
354
352
36
6
364
362
360
3
5
8
3
5
6
3
5
8
368
3
3
0
3
3
2
35
0
34
6
34
8
35
2
35
4
35
6
35
8
34
0
352354356
356358
346364366
340
346 346
334 334
3
4
0
3
4
6
3
4
6
3343
3
4
360356358362
35
2
35
4
3
5
6
3
5
4
37
0
36
2
36
4
36
6
36
8
38
2
386
378
382
376378
36
8
3
7
6
356
3
7
4
370
350
35
6
35
8
330
330
370
380
364
366
368
372
374
376
378
38
2
35
2
35
4
TESC AND DEMO LEGEND
INLET PROTECTION
CLEARING LIMITS
FILTER FABRIC FENCE
INTERCEPTOR DITCH
CONSTRUCTION ENTRANCE
RIP-RAP PROTECTION
4"x6" SPALLS
REMOVE EXISTING FENCE
EXISTING GRADE CONTOUR
ROCK CHECK DAM
EXISTING TREE TO BE REMOVED
SF
CL
IP
CE
CD
ID
1
C2.4
2
C2.4
6
C2.3
1
C2.3
1
C2.2
5
C2.3
RR
CONDITIONS FROM HEARING EXAMINER (HE) DECISION TO BE MET PRIOR TO
DEMOLITION OF EXISTING BUILDINGS
HE CONDITION 1: CONDUCT ASBESTOS SURVEY BY ASBESTOS HAZARDOUS
EMERGENCY RESPONSE ACT BUILDING INSPECTOR AND AN ORCAA DEMOLITION
NOTIFICATION TO BE SUBMITTED.
HE CONDITION 2: REMOVE ANY POTENTIALLY DANGEROUS OR HAZARDOUS
MATERIALS
HEARING EXAMINER CONDITIONS
EXISTING TOPSOIL SHALL BE STRIPPED AND STOCKPILED ON-SITE.
STOCKPILE AND COVER SOIL WITH WEED BARRIER MATERIAL THAT SHEDS
MOISTURE YET ALLOWS AIR TRANSMISSION, IN APPROVED LOCATION, PRIOR TO
GRADING. REPLACE STOCKPILED TOPSOIL PRIOR TO PLANTING.
IF PLACED TOPSOIL PLUS COMPOST OR OTHER ORGANIC MATERIAL WILL
AMOUNT TO LESS THAN 12 INCHES: SCARIFY OR TILL SUBGRADE TO DEPTH
NEEDED TO ACHIEVE 12 INCHES OF LOOSENED SOIL AFTER TOPSOIL AND
AMENDMENT ARE PLACED. ENTIRE SURFACE SHOULD BE DISTURBED BY
SCARIFICATION. DO NOT SCARIFY WITHIN DRIP LINE OF EXISTING TREES TO BE
RETAINED.
WITHIN STORMWATER DRAINAGE SYSTEM LOCATIONS OR LANDSCAPED AREAS
(EXCEPT BIO-RETENTION AREAS) (10 PERCENT ORGANIC CONTENT) –
PLACE AND ROTOTILL 3 INCHES OF COMPOSTED MATERIAL INTO 5 INCHES OF
REPLACED SOIL (A TOTAL DEPTH OF ABOUT 9.5 INCHES, FOR A SETTLED DEPTH
OF 8 INCHES). SUBSOILS BELOW THIS LAYER SHOULD BE SCARIFIED AT LEAST 4
INCHES, FOR A FINISHED MINIMUM DEPTH OF 12 INCHES OF UNCOMPACTED
SOIL. RAKE BEDS TO SMOOTH AND REMOVE ROCKS LARGER THAN 2 INCHES IN
DIAMETER. MULCH AREAS WITH 2 INCHES OF ORGANIC MULCH OR STOCKPILED
DUFF.
WITHIN LAWN AREAS (5 PERCENT ORGANIC CONTENT) –
PLACE AND ROTOTILL 1.75 INCHES OF COMPOSTED MATERIAL INTO 6.25 INCHES
OF REPLACED SOIL (A TOTAL AMENDED DEPTH OF ABOUT 9.5 INCHES, FOR A
SETTLED DEPTH OF 8 INCHES). SUBSOILS BELOW THIS LAYER SHOULD BE
SCARIFIED AT LEAST 4 INCHES, FOR A FINISHED MINIMUM DEPTH OF 12 INCHES
OF UNCOMPACTED SOIL. WATER OR ROLL TO COMPACT SOIL TO 85 PERCENT OF
MAXIMUM. RAKE TO LEVEL, AND REMOVE SURFACE WOODY DEBRIS AND ROCKS
LARGER THAN 1 INCH IN DIAMETER.
POST CONSTRUCTION
SOIL QUAILIITY AND DEPTH
CONSTRUCTION SEQUENCE
1.ARRANGE AND ATTEND PRE-CONSTRUCTION CONFERENCE WITH THE CITY
OF YELM AND CONFIRM REQUIRED INSPECTIONS.
2.STAKE CLEARING AND GRUBBING LIMITS.
3.INSTALL PERIMETER CONTROLS INCLUDING FILTER FABRIC FENCE, OFFSITE
INLET PROTECTION, AND CONSTRUCTION ENTRANCE.
4.FLAG INFILTRATION AREA TO LIMIT COMPACTION AND SEDIMENT LADEN
RUNOFF FROM THIS AREA.
5.INSTALL/IMPLEMENT EROSION CONTROL BMPS.
6.CONSTRUCT TEMPORARY SEDIMENT CONTROL POND PER PLAN.
7.PROVIDE SITE DEMOLITION AND ABANDON/DECOMISSION WELL AND SEPTIC
TANK PER HEALTH DEPARTMENT STANDARDS.
8.CLEAR AND GRUB SITE AS NECESSARY TO INSTALL SITE IMPROVEMENTS.
DURING WET SEASON, DO NOT CLEAR ANY MORE AREA THAN CAN BE
STABILIZED, PER THE GRADING AND EROSION CONTROL PLAN, IN A GIVEN
WORKDAY. DO NOT COMPACT INFILTRATION AREAS.
9.GRADE SITE PER GRADING PLAN.
10.INSTALL STORM SYSTEM PER PLANS. INSTALL INLET PROTECTION FOR NEW
CATCH BASINS.
11.INSTALL FORCE MAIN AND STEP SYSTEM TANKS.
12.INSTALL WATER MAIN AND FIRE SUPPRESSION LINES.
13.CONSTRUCT DRIVE AREAS.
14.INSTALL BIORETENTION SOILS AND PLANTINGS. DO NOT PLACE
INFILTRATION FACILITIES ON LINE UNTIL THE SITE IS FULLY STABILIZED.
15.STABILIZE UNPAVED AREAS OF THE SITE BY HYDRO-SEEDING OR OTHER
APPROPRIATE METHODS PER THE EROSION CONTROL NOTES.
16.ONCE THE SITE HAS BEEN FULLY STABILIZED PLACE INFILTRATION
FACILITIES ONLINE.
17.PAVE ONSITE DRIVE AREAS.
18.REMOVE ALL TEMPORARY EROSION CONTROL FACILITIES AFTER SITE HAS
BEEN PERMANENTLY STABILIZED AND APPROVED BY THE CITY.
19.CLEAN STORM DRAINAGE SYSTEM PIPING AND CATCH BASINS.
20.CALL FOR FINAL INSPECTION(S).
N
GRAPHIC SCALE
0 80 160 FEET
1" = 80 FEET
40
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: October 7, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-TESC-DEMO.dwg
C2.1
6
TESC AND
DEMOLITION PLAN
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
C2
.
2
KEYNOTES
DECOMMISSION SEPTIC SYSTEM
DECOMMISSION WELL
DEMOLISH EXISTING STRUCTURES
REMOVE EXISTING BARB WIRE FENCING
PRESERVE/PROTECT EXISTING CYPRESS TREES
1
2
3
4
5
1 2
33
3
5
4TYP
CD (TYP.)SF (TYP.)CL (TYP.)
IP(TYP.)
CD (TYP.)
IP(TYP.)
ID (TYP.)
ID (TYP.)
RR
TEMPORARY CONSTRUCTION
EASEMENT PER TC REC. NO.
5028283
10/09/2024
BERRY VALLEY RD SE
3
3
0
330
330
330
33
0
3
2
6
3
2
8
328
328
5
TESC AND DEMO LEGEND
INLET PROTECTION
CLEARING LIMITS
FILTER FABRIC FENCE
INTERCEPTOR DITCH
CONSTRUCTION ENTRANCE
RIP-RAP PROTECTION
4"x6" SPALLS
REMOVE EXISTING FENCE
EXISTING GRADE CONTOUR
ROCK CHECK DAM
EXISTING TREE TO BE REMOVED
SF
CL
IP
CE
CD
ID
1
C2.4
2
C2.4
6
C2.3
1
C2.3
1
C2.2
5
C2.3
RR
BERRY VALLEY RD SE
100.00'
N
GRAPHIC SCALE
0 20 40 FEET
1" = 20 FEET
10
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: October 7, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-TESC-DEMO.dwg
C2.2
7
TESC AND
DEMOLITION PLAN
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
C2
.
1
MA
T
C
H
L
I
N
E
A
A
MA
T
C
H
L
I
N
E
A
A
SE
E
O
F
F
S
I
T
E
I
M
P
R
O
V
E
M
E
N
T
S
P
E
R
M
I
T
#
NOTES:
1.FILTERS SHALL BE i NSPECTED AFTER EACH STORM EVENT AND
CLEANED OR REPLACED WHEN 1/3 FULL.
2.INSTALL INLET PROTECTION IN ALL NEW STORM STRUCTURES
THAT WILL COLLECT STORMWATER AS THEY ARE INSTALLED.
ADAPTOR SKIRT RETRIEVAL STRAP
OVERFLOW (TO
BYPASS PEAK
STORM VOLUMES)
EXISTING CATCH BASIN
SEDIMENT ACCUMULATION
GEOTEXTILE
FABRIC 24
"
36"48"
1 NOT TO SCALE
INLET PROTECTION
KEYNOTES
REMOVE EXISTING ASPHALT ROAD WITHIN EXISTING AND PROPOSED
ROW. MAINTAIN ACCESS TO LOCAL RESIDENTS.
REMOVE EXISTING 24" CONCRETE CREEK CULVERTS (2).
REMOVE EXISTING BARB WIRE FENCING
PROVIDE TEMPORARY IMPERMEABLE BARRIER TO FACILITATE
CULVERT CONSTRUCTION
COORDINATE WITH PURVEYOR FOR RELOCATION OF COMMUNICATION
LINES WITH ROAD AND CULVERT REPLACEMENT.
INSTALL TEMPORARY 12" DIA. GRAVITY BYPASS LINE FOR CREEK
1
2
3
4
5
6
1 1
1
2
CL
SF
TYP
TYP
3 TYP
3TYP
CE
IP TYP
TEMPORARY
BYPASS INLET
TEMPORARY
BYPASS OUTLET
4
4
6
10/09/2024
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: October 7, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-TESC-DEMO.dwg
C2.3
8
TESC NOTES AND
DETAILS
CHECK DAM
20 5
10 10
6 15
5 20
4 25
2 50
100
%
1
SPACING (FT.)
DITCH SLOPE
CHECK DAM SPACING
A AND B ARE OF EQUAL ELEVATION
L = THE DISTANCE SUCH THAT POINTS
2:1 SLOPES
3:
1
L
A
TOP OF DITCH
B
3:1
2"-4" ROCK
24" MIN.
BOTTOM AND SIDES OF THE DITCH
ROCK MUST COMPLETELY COVER THE
6" MIN.
4"-8" QUARRY SPALLS
GEOTEXTILE
12" MIN. THICKNESS
EXIST
I
N
G
R
O
A
D
R = 25' MIN.
INGRESS/EGRESS AREA
PROVIDE FULL WIDTH OF
20' M
I
N
.
RUNOFF DRAINS OFF THE PAD
ENTRANCE BE CROWNED SO THAT
IT IS RECOMMENDED THAT THE
1
0
0
'
1.QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE
SPECIFICATIONS.
2.IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN
ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE
STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A
WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND
WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND.
3.ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE
SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON-SITE. THE PAVEMENT SHALL
NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS
A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, THE CONSTRUCTION OF A
SMALL SUMP SHALL BE CONSIDERED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP.
4.ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE
REMOVED IMMEDIATELY.
5.IF VEHICLES ARE ENTERING OR EXITING THE SITE AT POINTS OTHER THAN THE CONSTRUCTION
ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC.
MAINTENANCE STANDARDS
PROVIDE DIP CULVERT
FOR TEMPORARY
CONTROL OF DRAINAGE.
1'
M
I
N
.
INLET/OUTFALL PIPE
OUTFALL
P
I
P
E
SECTION VIEW
PLAN VIEW
EXISTING AND/OR
PROPOSED GROUND
12" MIN. DEPTH (12"Ø PIPE)
18" MIN. DEPTH (15"-18"Ø PIPE)
24" MIN. ( 24"-36"Ø PIPE)
4" MIN. FACE
QUARRY ROCK
DIA. +4"
OVERFLOW SPILLWAY
6' MINIMUM WIDTH
0.5' FREEBOARD
1' OF 3 4" -3" WASHED ROCK
1' OF QUARRY SPALLS
SPILLWAY ELEV
PER PLANS TOP OF BERM:
PER PLANS
3 NOT TO SCALE
SEDIMENT POND RISER1NOT TO SCALE
GRAVEL CHECK DAM 2 NOT TO SCALE
EMERGENCY OVERFLOW SPILLWAY
4 NOT TO SCALE
TEMPORARY SEDIMENT POND 5 NOT TO SCALE
CONSTRUCTION ENTRANCE 6 NOT TO SCALE
ROCK OUTFALL
12" CPEP
BERM ELEVATION: PER PLAN
MAX WATER SURFACE ELEVATION: PER PLAN1' FREEBOARD 1' MIN.
2
:
1
M
A
X
.
3H
:
1
V
M
A
X
.
3
H
:
1
V
M
A
X
.
NOTES:
1. A STAFF GAUGE SHALL BE PLACE IN THE POND WITH 1 FOOT
MEASUREMENTS SHOWN TO A HEIGHT OF 5 FEET ABOVE POND
BOTTOM TO MONITOR SEDIMENT LEVELS.
WIRE BACKED SILT FENCE
"KEYED" INTO SLOPE TO
PREVENT FLOW AROUND.
PER PLANS
OUTLET
ELEVATION
PER PLAN
BOTTOM ELEVATION: PER PLAN
1.
0
0
'
SE
D
I
M
E
N
T
ST
O
R
A
G
E
3.
5
0
'
SE
T
T
L
I
N
G
D
E
P
T
H
6.0' MIN.
10" MIN
POLYETHYLENE CAP
PERFORATED POLYETHYLENE
DRAINAGE TUBING, DIAMETER
MIN. 2" LARGER THAN
DEWATERING ORIFICE.
TUBING SHALL COMPLY WITH
ASTM F667 AND AASHTO M294
PROVIDE
ADEQUATE
STRAPPING
WATERPROOF
COUPLING
DEWATERING ORIFICE,
SCHEDULE 40 STEEL STUB
MIN 2.50" DIAMETER ORIFICE
ALTERNATIVELY, METAL
STAKES AND WIRE MAY BE
USED TO PREVENT FLOTATION
TACK WELD
CONCRETE BASE
CORRUGATED
METAL RISER
TEMPORARY
SEDIMENT
POND BOTTOM
6"
M
I
N
18
"
M
I
N
2x RISER DIAMETER (MIN)
10/09/2024
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: October 7, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-TESC-DEMO.dwg
C2.4
9
TESC NOTES AND
DETAILS
CONSTRUCTION NOTES
5.
4.
3.
2.UTILITIES INSPECTOR PRIOR TO CONSTRUCTION.
SHALL SECURE THE NECESSARY PERMITS FROM THE YELM
CONSTRUCTED IN THE YELM RIGHT-OF-WAY, THE APPLICANT
IF WATER OR OTHER UTILITIES ARE REQUIRED TO BE
BE IN ATTENDANCE.
THE DEVELOPER AND HIS/HER CONTRACTOR(S) MUST
YELM'S DEVELOPMENT AND UTILITIES INSPECTOR.
PRECONSTRUCTION CONFERENCE SHALL BE SCHEDULED WITH
OR IMPROVEMENTS TO EXISTING ROADWAY FACILITIES, A
PRIOR TO ANY ON SITE IMPROVEMENTS, ROADWAY CONSTRUCTION,
CONSTRUCTED FACILITIES OR ADJACENT PROPERTIES.
UNDERTAKEN DURING CONSTRUCTION TO AVOID DAMAGE TO
TEMPORARY EROSION AND SEDIMENTATION CONTROL SHALL BE
IS RESPONSIBLE FOR SCHEDULING THIS WORK.
QUALIFIED LICENSED SURVEYOR. THE DEVELOPER OR CONTRACTOR
CONSTRUCTION STAKING SHALL BE BY THE DESIGN ENGINEER OR A
CONSTRUCTION USE BY THE ENGINEER.
RESPECTS, INCLUDING SAND EQUIVALENT, WILL BE APPROVED FOR
NATIVE MATERIALS MEETING THE SPECIFICATIONS IN ALL
ASSOCIATION, AND CITY OF YELM PUBLIC WORKS STANDARDS.
AND WASHINGTON STATE CHAPTER, AMERICAN PUBLIC WORKS
JOINTLY BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION
FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, PUBLISHED
MOST CURRENT STANDARD SPECIFICATIONS FOR ROAD SPECIFICATIONS
WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE1.
A SILT SOCK SHALL BE INSTALLED AT EACH CATCH BASIN LOCATION.6.
SEDIMENTS OR BUILD A NEW FENCE PARALLEL TO THE OLD ONE.
WHEN SEDIMENT BUILDUP BECOMES EXCESSIVE, REMOVE THE
AND DAILY DURING PROLONGED RAIN AND REPAIR THEM AS NECESSARY.
POSSIBLE. INSPECT FILTER FABRIC FENCES AFTER EACH RUNOFF EVENT
STORM WATER DISCHARGED OFF SITE IS AS FREE OF SEDIMENT AS
9. FILTER FABRIC FENCES SHALL BE MAINTAINED IN ORDER THAT
DURING CONSTRUCTION AND SHALL WATER DOWN AREAS AS NECESSARY
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE
AND IN CONFORMANCE WITH THE PERTINENT CITY OF YELM ORDINANCES.
STABILIZED BY SEEDING AND MULCHING.
UNWORKED REGULARLY OR FOR AN EXTENDED TIME SHALL BE
DISTURBED AREAS GREATER THAN 5,000 S.F. THAT ARE LEFT
5. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH APRIL 30, ALL
6. STOCKPILED DIRT MATERIAL SHALL BE COVERED.
BY THE CITY.
THROUGHOUT DURATION OF PROJECT CONSTRUCTION AS DIRECTED
4. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES
ROCK ACCESS DRIVEWAY SHALL BE IN PLACE, AS SHOWN ON PLAN.
3. PRIOR TO ANY OTHER WORK ON SITE, EROSION CONTROL FENCING AND
CITY OF YELM OR OTHER GOVERNING AUTHORITY OR AGENCY.
2. COMPLY WITH ALL OTHER PERMITS AND OTHER REQUIREMENTS BY
FOLLOWING COMPLETION OF CONSTRUCTION.
SHALL BE CLEANED OF ALL SILTS, SAND AND OTHER MATERIALS
WATER POLLUTION/FLOOD ACTIVITIES AND CONVEYANCE SYSTEMS
USED AS PART OF THE TEMPORARY EROSION CONTROL AND
B. ALL PERMANENT STORAGE AND DETENTION AREAS
MANUAL.
REQUIREMENTS OF TABLE 9.1 OF THE THURSTON REGION DRAINAGE
8. ALL DISTURBED AREAS SHALL BE SEEDED PER THE STABILIZATION
PRECLUDE ANY CONSTRUCTION ACTIVITY ON THE SITE.
SUBMITTAL AND APPROVAL OF THESE PLANS SHALL
SHALL BE SUBMITTED TO AND APPROVED BY THE COUNTY.
A. SOIL EROSION AND WATER POLLUTION/FLOOD CONTROL PLANS
SPECIFICATIONS AND AS FOLLOWS:
REQUIRED IN ACCORDANCE WITH SECTION 1-07.15 OF THE STANDARD
1. TEMPORARY EROSION/WATER POLLUTION MEASURES SHALL BE
DRAINAGE, GRADING AND
OTHER TREATMENT.
CONTRACTOR, BUT MUST BE AUGMENTED WITH MULCH, NETTING, OR
HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE APPLICANT/
APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED,
SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF
TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS
MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL
MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH
NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR
16. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE
AND/OR STORM DRAINAGE SYSTEMS.
ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES
SHALL INSTALL ADDITIONAL FACILITIES AS NECESSARY TO PROTECT
CONTROL EROSION AND SEDIMENTATION, THE APPLICANT/CONTRACTOR
MEASURES AS SHOWN ON THIS DRAWING NOT PROVE ADEQUATE TO
15. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL
SATISFIED.
CONTINUE UNTIL SUCH TIME AS THE AFFECTED PROPERTY OWNER IS
COMMENCE RESTORATION METHODS. RESTORATION ACTIVITY WILL
MUST CEASE, AND THE OWNER/CONTRACTOR WILL IMMEDIATELY
DEVELOPMENT THAT WILL AGGRAVATE THE SITUATION IN THE FUTURE
PROPERTY OWNERS, ALL CONSTRUCTION WORK WITHIN THE
14. IN CASE EROSION OR SEDIMENTATION OCCURS TO ADJACENT
IN A FIELD BY A SOILS ENGINEER OR ENGINEERING GEOLOGIST.
NATIVE SOILS. HEIGHT AND WIDTH OF THE BENCH WILL BE DETERMINED
(HORIZONTAL TO VERTICAL) SHALL BE BENCHED AS DIRECTED INTO
13. PLACEMENT OF FILL SECTIONS ON SLOPES GREATER THAN 4:1
BACKFILL SHALL BE COMPACTED AS SPECIFIED ABOVE.
DENSITY BEFORE PLACING THE NEXT LIFT. ALL UTILITY TRENCH
MOISTURE CONTENT, AND COMPACTED TO THE SPECIFIED MINIMUM
EIGHT INCHES LOOSE THICKNESS, CONDITIONED TO THE OPTIMUM
12. ALL FILL SHALL BE PLACED IN UNIFORM HORIZONTAL LIFTS OF SIX TO
CONSULTANT FOR USE.
SUBSTITUTED WITH PRIOR APPROVAL BY A GEOTECHNICAL
ANSI/ASTM D-1140 TEST PROCEDURE. OTHER MATERIAL MAY BE
MORE THAN 7% BY WEIGHT SHALL PASS THE #200 SCREEN AS TESTED BY
DETERMINED BY ANSI/ASTM TEST METHOD D-2487) SHALL BE USED. NO
GRADED GRAVEL OR GRAVELY SAND (CLASSIFYING AS GW OR SW AS
11. FOR IMPORTED STRUCTURAL FILL A CLEAN, SIX-INCH MINUS, WELL
CONTROL FACILITIES ONLY WHEN THE ENTIRE SITE IS STABILIZED.
17. REMOVE ALL REMAINING TEMPORARY EROSION AND SEDIMENTATION
TEMPORARY EROSION CONTROL NOTES
IN AREAS UNDER STRUCTURES, PAVING SECTIONS, SIDEWALKS, AND OTHER
AREAS TO BE GRADED, STRIP ALL TOPSOIL AND ORGANIC MATERIAL.
STOCKPILE AND COVER WITH PLASTIC ALL STOCKPILED TOPSOIL. ALL TOPSOIL
AND SOD NOT TO BE REUSED SHALL BE REMOVED FROM SITE AND DISPOSED
OF PROPERLY AT THE CONTRACTORS EXPENSE. FOR STRUCTURAL FILL IN
AREAS UNDER FOOTINGS AND SLABS ON GRADE, ALL SOILS SHALL BE
COMPACTED TO A MINIMUM DENSITY OF 90% OF ASTM D-1557 OR 95% OF
UBC 70-1. THIS INCLUDES PROOF-ROLLING NATIVE SOILS EXPOSED IN THE
BOTTOM OF THE EXCAVATION PRIOR TO PLACEMENT OF FILL. MATERIALS
UNDER THE PAVING SECTION SHALL ALSO BE COMPACTED TO THE MINIMUM
DENSITY BY PROOF-ROLLING PRIOR TO PLACEMENT OF THE PAVING SECTION;
THIS INCLUDES PROOF-ROLLING IN-PLACE SOILS, SOILS THAT HAVE BEEN
DISTURBED DURING CONSTRUCTION AND ALL STRUCTURAL FILL MATERIALS.
1.STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERING OR OTHER
APPROVED DEVICE) DAILY BETWEEN NOVEMBER 1 AND MARCH 31.
2.IN ANY SEASON, SEDIMENT LEACHING FROM STOCK PILES MUST BE PREVENTED.
3.TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN
THE SUBGRADE IS EXCESSIVELY WET, OR WHEN CONDITIONS EXIST THAT MAY
OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR PROPOSED SODDING OR
SEEDING.
4.PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOPSOILED SHALL BE
MAINTAINED ACCORDING TO THE APPROVED PLAN.
1.MULCH MATERIALS USED SHALL BE HAY OR STRAW, AND SHALL BE APPLIED
AT THE RATE OF 2 TONS/ACRE. (MIN. 2" THICK)
2.MULCHES SHALL BE APPLIED IN ALL AREAS WITH EXPOSED SLOPES
GREATER THAN 2:1.
3.MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING OR IN AREAS
WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON.
4.ALL AREAS NEEDING MULCH SHALL BE COVERED BY NOVEMBER 1.
1.CONTRACTOR SHALL DESIGNATE A WASHINGTON STATE CERTIFIED EROSION
AND SEDIMENT CONTROL LEAD WHO SHALL HAVE THE RESPONSIBILITY TO
MONITOR AND IMPLEMENT EROSION CONTROL MEASURES.
2.CONTRACTOR SHALL PROVIDE AN EROSION AND SEDIMENT CONTROL LEAD
(ESCL) WHO WILL BE ON-SITE OR ON CALL AT ALL TIMES. THE EROSION
CONTROL LEAD SHALL HAVE THE AUTHORITY TO IMPLEMENT THE
STORMWATER POLLUTION PREVENTION PLAN BASED ON SITE CONDITIONS
WITHIN THEIR SCOPE. IF THE METHODS INDICATED FOR EROSION AND
SEDIMENT CONTROL ARE NOT ADEQUATE, THE ESCL SHALL IMPLEMENT
ADDITIONAL METHODS AS REQUIRED.
3.CONTRACTOR SHALL PREPARE A CONSTRUCTION SWPPP FOR THIS PROJECT.
REFER TO THE PROJECT MANUAL FOR A SAMPLE SWPPP FOR THIS PROJECT.
RETAIN A COPY OF THE SWPPP ON-SITE AT ALL TIMES AND AVAILABLE TO THE
JURISDICTIONS HAVING AUTHORITY.
4.CONTRACTOR TO COORDINATE AREAS FOR LAY DOWN, STOCK PILE, TRAILERS
& PARKING WITH WMD CONSTRUCTION PROJECT MANAGER BRAD OLSON.
5.CONTRACTOR TO REMOVE CONSTRUCTION DEBRIS, MUD, ROCKS, DIRT, ETC
FROM EXISTING ROAD AND PARKING LOT DAILY.
MULCHING NOTES
TESC/SWPPP NOTES
SOIL STOCKPILE NOTES
1.THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE
BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED
TOGETHER ONLY AT A SUPPORT POST WITH A MINIMUM SIX-INCH OVERLAP, AND BOTH ENDS
SECURELY FASTENED TO THE POST.
2.THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE
FENCE POSTS SHALL BE SPACED A MAXIMUM OF SIX FEET APART AND DRIVEN SECURELY INTO THE
GROUND (MINIMUM OF 30")
3.A TRENCH SHALL BE EXCAVATED, ROUGHLY EIGHT INCHES WIDE AND TWELVE INCHES DEEP, UPSLOPE
AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED.
4.WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE
FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT
LEAST ONE INCH LONG, TIE WIRES, OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A
MINIMUM OF FOUR INCHES AND SHALL NOT EXTEND MORE THAN THIRTY SIX INCHES ABOVE THE
ORIGINAL GROUND SURFACE.
5.THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND TWENTY
INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND
MORE THAN THIRTY SIX INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT
BE STAPLED TO EXISTING TREES.
6.WHEN EXTRA-STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH
SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED
DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE (S) APPLYING.
7.THE TRENCH SHALL BE BACKFILL WITH 3/4 INCH MINIMUM DIAMETER WASHED GRAVEL.
8.FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT
NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED.
9.FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST
DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.
10.CONTRIBUTING LENGTH TO FENCE SHALL NOT BE MORE THAN 100 FEET.
11.DO NOT INSTALL BELOW AN OUTLET PIPE OR WEIR.
12.DO NOT DRIVE OVER OR FILL OVER FILTER FABRIC FENCE.
SIDE VIEW
NOTES:
FRONT VIEW
CHAINLINK FENCE
8"
2.0' MIN.
5.
0
'
1.
0
'
2.
0
'
0.
5
'
6' MAX.
5.0'
2.0'
2.5'
2" X 4" WOOD POSTS,
STANDARD OR BETTER,
OR STEEL FENCE POST
BURY BOTTOM OF
FILTER MATERIAL
IN 8"X12" TRENCH
2" X 4" BY 14 GA.
WIRE FABRIC OR
EQUIVALENT
EXISTING
GRADE
ORANGE FILTER FABRIC
MATERIAL 60" WIDE ROLLS -
USE RINGS TO ATTACH
ATTACH TO WIRE FABRIC
2" X 4" WOOD POST
OR STEEL FENCE POST
PROVIDE 3/4" - 1 1/2" WASHED
GRAVEL BACKFILL IN TRENCH AND
ON BOTH SIDES OF FILTER FENCE
FABRIC ON THE SURFACE
2" X 2" BY 14 GA. WIRE
FABRIC OR EQUIVALENT,
AFFIX TO POST
FILTER FABRIC MATERIAL
MIRAFI 100 NS OR EQUIVALENT
2' MIN
1' MIN.
2
1
SPACING (FEET)
2
1
1' MIN
SLOPE
1.SEED AND MULCH SHALL BE APPLIED WITHIN 5 DAYS OF DIKE
CONSTRUCTION. (SEE HYDROSEEDING NOTES)
2.THE UPSLOPE SIDE OF THE DIKE SHALL PROVIDE POSITIVE DRAINAGE
TO THE DIKE OUTLET.
3.NO EROSION SHALL OCCUR AT THE DIKE OUTLET. PROVIDE ENERGY
DISSIPATION MEASURES AS NECESSARY.
4.SEDIMENT LADEN RUNOFF MUST BE RELEASED THROUGH A SEDIMENT
TRAPPING FACILITY SUCH AS A POND, TRAP, OR SILT FENCE AS
APPROPRIATE TO DRAINAGE AREA SIZE.
TEMPORARY DIKE AND SWALE NOTES
GRASS OR ROCK
LEVEL BOTTOM
SPACING=100', 200' OR 300'
DEPENDING ON SLOPE
(SEE TABLE)
1 NOT TO SCALE
FILTER FABRIC FENCE
2 NOT TO SCALE
INTERCEPTOR SWALE
10/09/2024
JA
C
K
S
O
N
S
T
S
E
51
50
49
108 106 105
53 54
56
57
25
TRACT 'I'
929394 84
69
61
68
60
6766
58
65TRACT 'E'6463
70
62
2
TRACT 'G'
42
41
46
47
71
83
72
8
0
TRACT 'B'
8
2
8
1
TRACT 'A'
7
9
7
6
7
7
7
8
7
4
7
5
7
3
24
1
21
22
59
91
89
88
87
85
97
18
23
8690
38
TRACT 'L'
104107
109
43
48
55
45
TRACT 'H'
44
TR
A
C
T
'
D
'
TR
A
C
T
'
C
'
52
3
102
100
99
9596
103
98
101
14
13
12
11
10
9
8
15
7
31
28
31
18
38 6
9
29
18
38
36
37
35
34
33 11
5
4
20
19
16
17
6
13
12
11
10
9
8
7
30
27
26
39
40
32
s sss
s s
s s
s
s
ssss
s
ss
s
s
s
s
s s s s s s
s s
ss
s
s
s
s
s
s
s
s
s s
s
s
s
s
s
s
s
s s
s
s
s s
s
s
s s
s s
s
s
s
s
s
s
ss
ss
ss
ss
ss
s
s
s
ss
s
s
s
s
s
s
s
s s
s
s
s
s
s
s
s
s
s
s
s
s
s s s s s s
s
N88° 41' 33"W1323.48'
S1
°
1
4
'
5
9
"
W
13
2
4
.
4
4
'
BERRY VALLEY ROAD SE
RO
A
D
3
ROAD 2
ROAD 1
JAC
K
S
O
N
S
T
S
E
SE
E
S
H
E
E
T
C3
.
1
SE
E
S
H
E
E
T
C3
.
2
SEE SHEET C3.3
SEE SHEET C3.2
S1
°
1
4
'
5
9
"
W
13
2
4
.
4
4
'
S88° 50' 35"E 1326.93'
S1° 09' 25"W
122.53'
S22° 58' 46"E
151.96'
S51° 36' 01"W
505.28'
S6° 25' 47"W
182.32'
S83° 40' 08"W
55.20'
S6° 19' 52"E
101.00'
350
34
8
35
2
35
4
35
6
358
35
8
3
5
6
3
5
4
3
5
2
35
0
34
8
346
344
342
340
332
3
6
4
3
6
2
360
358
356
354
352
36
6
364
362
360
3
5
8
3
5
6
3
5
8
368
3
3
0
3
3
2
36
0
35
6
35
8
36
2
34
0
352354356
362
364366
340
346 346
334 334
3
4
0
3
4
6
3
4
6
3343
3
4
360356358362
35
2
35
4
3
5
6
3
5
4
37
0
36
2
36
4
36
6
36
8
38
2
386
378
382
376
378
36
8
3
7
6
356
3
7
4
370
352
35
6
35
8
36
0
36
2
36
4
N
GRAPHIC SCALE
0 80 160 FEET
1" = 80 FEET
40
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: October 7, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-GRAD-OVERALL.dwg
C3.0
10
OVERALL GRADING
PLAN
TEMPORARY SLOPE
GRADING EASEMENT
TEMPORARY SLOPE
GRADING EASEMENT
RETAINING WALL
DESIGNED BY OTHERS
BOTTOM OF WALL (BW)
TOP WALL AT PAD GRADE (TW)
1 NOT TO SCALE
WALL LABELING NOMENCLATURE
10/09/2024
929394 84
69686766
656463
70 71
83
72
8
0
TRACT 'B'
8
2
8
1
TRACT 'J'
TRACT 'A'
7
9
7
6
7
7
7
8
7
4
7
5
7
3
91
89
88
87
85
8690
TRACT 'K'
TR
A
C
T
'
D
'
TR
A
C
T
'
C
'
s s s s
s s
ss
s
s
s
s
s
s
s
s
s s
s
s
s
s
s
s
s
s s
s s s
s
RO
A
D
3
3+003+00
35
6
358
35
8
3
5
6
3
5
4
3
5
2
35
0
34
8
346
344
342
340
335
332
36
6
364
362
360
3
5
8
365
367
3
3
0
3
3
1
3
3
2
34
0
355352353354356
350355
360 346365364
3
7
5
3
7
6
349
S83° 40' 08"W
55.20'
1
0
1
.
0
0
'
WETLAND
BUFFER
WETLAND
BUFFER
EDGE OF WETLAND
(THOMPSON CREEK)
APPROXIMATE
FEMA ZONE A
ELEV. 326.5
APPROXIMATE
FEMA ZONE A
ELEV. 326.5
BIO-INFILTRATION
/INFILTRATION #2
INFILTRATION TRENCH, TYP
SEE ON-LOT PLANS
INFILTRATION
POND #1
5.00%
3:1
3:1
2:1
6.
9
4
%
2:1
PAD
362.25
PAD
363.50
PAD
357.25
PAD
358.00
PAD
358.20
PAD
355.50
PAD
353.00
PAD
349.75
PAD
358.00PAD
358.00
PAD
357.00
PAD
357.75
PAD
356.50
PAD
354.50
PAD
351.75
PAD
348.00
PAD
346.25 P
A
D
3
4
4
.
5
0
P
A
D
3
4
2
.
2
5
P
A
D
3
4
0
.
2
5
P
A
D
3
3
7
.
0
0
P
A
D
3
3
6
.
0
0
P
A
D
3
3
5
.
0
0
P
A
D
3
3
6
.
2
5
P
A
D
3
3
9
.
7
5
PAD
364.00
P
A
D
3
3
8
.
0
0
PAD
365.25
PAD
363.00 P
A
D
3
3
7
.
5
0
PAD
356.25
TW: 342.66
BW: 346.00
TW: 347.02
TW: 349.00TW: 352.75
TW: 363.00
TW: 353.00
TW: 363.00
TW: 344.75
TW: 362.00
TW: 364.00
BW: 342.57
BW: 339.75BW: 345.65
BW: 345.65BW: 349.75
BW: 349.75
BW: 361.88
BW: 352.63 BW: 348.80
BW: 331.86
BW: 338.31
BW: 330.73
TW: 330.73
TW: 338.31
TW: 344.44
BW: 358.00
TW: 358.00TW: 365.89
BW: 352.81
TW: 349.75
6.94%
BW: 347.02
BW: 341.35 BW: 337.81
BW: 341.32
BW: 332.59
BW: 331.84
BW: 331.00
TW: 337.00
TW: 338.00
TW: 339.98
TW: 357.75
TW: 354.50 TW: 351.75
2:1
BW: 339.75
TW: 344.75
TW: 330.09
BW: 326.85
TW: 329.87
BW: 326.22
BW: 354.00
TW: 364.00
BW: 359.88
TW: 361.98
BW: 358.00
TW: 362.25
370
TW: 363.00
CB#3
RIM: 357.95
CB#4
RIM: 357.32
CB#5
RIM: 356.64
CB#6
RIM: 347.28
CB#7
RIM: 347.28
CB#8
RIM: 344.19
CB#10
RIM: 340.12
CB#11
RIM: 334.47
CB#12
RIM: 334.47
CB#41
RIM: 327.58
RDCO BVR 12
RDCO BVR 13
RDCO BVR 5
RDCO BVR 6
RDCO RD3 4
RDCO RD3 3
RDCO RD3 2
RDCO RD3 1
RDCO BVR 3
RDCO RD1 3
CB#9
RIM: 340.12
CB#39
RIM: 329.21
CB#40
RIM: 329.21
RDCO BVR 25
RDCO BVR 26
RDCO BVR 24
RDCO BVR 23
RDCO BVR 20
RDCO BVR 21
RDCO BVR 22
RDCO BVR 14
RDCO BVR 15
RDCO BVR 16 RDCO BVR 17
RDCO BVR 18
RDCO BVR 19
CB#13
RIM: 335.60
RD OUTLET TO EAST POND
IE: 328.00 8" (W)
OUTLET TO EAST POND
IE: 328.50 12" (W)
BVR -P 6
RD3 -P 1
RD
3
-
P
4
RD3 -P 6
RD3
-P
2
BVR -P 14 BVR -P 16BVR -P 15 BVR -P 18BVR -P 17 B V R -P 19 BVR -P 20
BVR -P 21
BVR -P 22
BVR -P 24
BVR -P 25
BVR -P 23
BVR -P 26
BVR -P 27
BVR -P 28
20 LF 12" CPEP @ 1.95%
BVR -P 5
BVR -P 13
BW: 355.50
TW: 363.00
BW: 356.31
TW: 364.00
BW: 364.00
TW: 364.00
OUTLET TO WQ STRUCTURE
IE: 331.20 12" (SW)
OUTLET FROM WQ
IE: 328.90 12" (E)
BW: 332.20
TW: 346.25
BW: 355.97
TW: 360.32
BW: 358.00
TW: 358.00
TW: 358.00
BW: 355.94
ROOF RUNOFF NOTE
ROOF RUNOFF SHALL BE INFILTRATED WITHIN PRIVATE
SYSTEMS LOCATED ON EACH LOT FOR LOTS #66
THROUGH #87. FILL MATERIAL PLACED IN AND AROUND
AREAS OF INFILTRATION TRENCHES SHALL BE FREE
DRAINING FILL MATERIAL.
PAD GRADE NOTES
1.ALL PAD GRADES SHOWN ARE STRUCTURAL PAD
GRADES.
CLEANOUT INFORMATION
CLEANOUT
CB#13
TYPE 1
STA: 10+28.77, 39.31' L
RDCO BVR 5
CO
STA: 3+59.27, 39.00' R
RDCO BVR 6
CO
STA: 3+98.95, 39.00' R
RDCO BVR 12
CO
STA: 3+49.00, 39.00' L
RDCO BVR 13
CO
STA: 3+91.00, 39.00' L
RDCO BVR 14
CO
STA: 4+78.62, 39.03' L
RDCO BVR 15
CO
STA: 5+28.98, 38.80' L
RDCO BVR 16
CO
STA: 5+79.27, 38.99' L
RDCO BVR 17
CO
STA: 6+30.30, 38.98' L
INFORMATION
RIM = 335.60
IE = 332.74 (6" NW)
IE = 331.72 (8" E)
RIM = 357.60
IE = 353.56 (6" E)
IE = 353.56 (6" W)
IE = 353.56 (6" S)
RIM = 358.41
IE = 354.16 (6" W)
IE = 354.16 (6" S)
RIM = 357.58
IE = 353.13 (6" E)
IE = 353.13 (6" W)
IE = 353.13 (6" N)
RIM = 358.53
IE = 354.48 (6" W)
IE = 354.48 (6" N)
RIM = 358.84
IE = 356.33 (6" E)
RIM = 358.02
IE = 355.51 (6" W)
IE = 355.51 (6" E)
RIM = 356.65
IE = 351.35 (6" W)
IE = 351.35 (6" E)
RIM = 354.51
IE = 351.10 (6" W)
IE = 351.10 (6" E)
CLEANOUT INFORMATION
CLEANOUT
RDCO BVR 18
CO
STA: 6+79.47, 39.18' L
RDCO BVR 19
CO
STA: 7+39.12, 39.21' L
RDCO BVR 20
CO
STA: 7+83.75, 39.03' L
RDCO BVR 21
CO
STA: 8+23.45, 38.97' L
RDCO BVR 22
CO
STA: 8+53.26, 38.87' L
RDCO BVR 23
CO
STA: 9+00.48, 38.80' L
RDCO BVR 24
CO
STA: 9+41.04, 38.82' L
RDCO BVR 25
CO
STA: 9+80.25, 39.04' L
RDCO BVR 26
CO
STA: 10+18.29, 39.09' L
INFORMATION
RIM = 351.75
IE = 349.05 (6" W)
IE = 349.05 (6" E)
RIM = 346.96
IE = 344.30 (6" W)
IE = 344.13 (8" SW)
RIM = 344.50
IE = 341.98 (6" SE)
RIM = 342.27
IE = 339.76 (6" NW)
IE = 339.76 (6" SE)
RIM = 340.58
IE = 337.62 (6" NW)
IE = 337.62 (8" SW)
RIM = 338.57
IE = 336.06 (6" SE)
RIM = 337.39
IE = 334.40 (6" NW)
IE = 334.40 (6" SE)
RIM = 336.46
IE = 333.94 (6" NW)
IE = 333.94 (6" SE)
RIM = 335.62
IE = 332.79 (6" NW)
IE = 332.79 (6" SE)
CLEANOUT INFORMATION
CLEANOUT
RDCO RD3 1
CO
STA: 0+53.07, 36.47' L
RDCO RD3 2
CO
STA: 1+02.47, 58.45' L
RDCO RD3 3
CO
STA: 1+43.16, 40.61' L
RDCO RD3 4
CO
STA: 2+29.72, 38.52' L
INFORMATION
RIM = 366.20
IE = 361.45 (6" NW)
IE = 361.45 (6" W)
RIM = 363.97
IE = 359.77 (6" S)
IE = 359.77 (6" N)
IE = 359.77 (6" W)
RIM = 362.32
IE = 356.59 (6" SW)
IE = 356.59 (6" NE)
IE = 356.59 (6" W)
RIM = 358.25
IE = 354.66 (6" SE)
IE = 354.66 (8" NE)
IE = 354.66 (6" SW)
PIPE TABLE
NAME
BVR -P 5
BVR -P 6
BVR -P 13
BVR -P 14
BVR -P 15
BVR -P 16
SIZE
6"
6"
6"
6"
6"
6"
LENGTH
40'
40'
40'
42'
50'
50'
SLOPE
2.50%
1.50%
5.00%
3.21%
1.63%
8.26%
MATERIAL
PVC
PVC
PVC
PVC
PVC
PVC
PIPE TABLE
NAME
BVR -P 17
BVR -P 18
BVR -P 19
BVR -P 20
BVR -P 21
BVR -P 22
SIZE
6"
6"
6"
8"
6"
6"
LENGTH
51'
49'
68'
25'
50'
33'
SLOPE
0.50%
4.16%
7.03%
0.50%
4.45%
6.45%
MATERIAL
PVC
PVC
PVC
PVC
PVC
PIPE TABLE
NAME
BVR -P 23
BVR -P 24
BVR -P 25
BVR -P 26
BVR -P 27
BVR -P 28
SIZE
8"
6"
6"
6"
6"
8"
LENGTH
24'
41'
39'
38'
10'
42'
SLOPE
0.55%
4.08%
1.17%
3.02%
0.50%
8.82%
MATERIAL
PVC
PVC
PVC
PVC
PIPE TABLE
NAME
RD3 -P 1
RD3 -P 2
RD3 -P 4
RD3 -P 6
SIZE
6"
6"
6"
8"
LENGTH
56'
45'
69'
27'
SLOPE
3.00%
7.00%
2.20%
1.00%
MATERIAL
PVC
PVC
PVC88'
PVC
BVR -P 28
PVC
PVC
PVC
SITE WALL NOTES
1.SEE DETAIL 1 SHEET C3.0 FOR WALL LABELING
NOMENCLATURE.
N
GRAPHIC SCALE
0 50 100 FEET
1" = 50 FEET
25
SE
E
S
H
E
E
T
C3
.
2
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: October 8, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-GRAD-STRM.dwg
C3.1
11
GRADING AND ROOF
DRAINAGE PLAN (NE)
BERRY VALLEY ROAD SE
1
C5.8
2
C5.8
2
C5.8
REPAVED DRIVEWAY TO
PARCEL 21724230200
WITHIN EXISTING ROW.
COORDINATE WITH
PROPERTY OWNER
REPAVED DRIVEWAY TO
PARCEL 21724230900
WITHIN EXISTING ROW.
COORDINATE WITH
PROPERTY OWNER
PAVE DRIVEWAY FOR
PARCEL 21724230105.
COORDINATE WITH
PROPERTY OWNER
OFFSITE ROAD IMPROVEMENTS FOR BERRY
VALLEY ROAD ARE UNDER SEPARATE PLAN SET
10/09/2024
51
50
49
108 106 105
53 54
56
57
94
6160
58
TRACT 'E'
646362
2
TRACT 'G'
42
41
46
47
1
59
97
TRACT 'L'
104107
109
43
48
55
45
TRACT 'H'
44
52
3
102
100
99
9596
103
98
101
4
40
s sss
s
s
s s
s s
ssss
s
s
s
s
s
s
s
s s s s
s
s
s
s
s
s
s
s s
s
s
s
s
s
s
s
s s s
TW: 365.27
2+00
3+003+00
PAD
355.75
TW: 363.77
BW: 363.77
TW: 365.25
BW: 365.25
BW: 362.50
TW: 367.77
BW: 361.50
350
34
8
35
2
35
4
35
6
3
6
4
3
6
2
358
356
354
352
3
5
6
3
5
8
351
339
346
346
335334 335334
3
3
9
3
4
6
3
4
6
333334
3
3
4
341
360359
35
2
35
1
357
35
3
3
5
7
3
5
1
36
7
36
8
3
7
5
3
7
6
36
0
36
5
36
5
35
8
35
8
35
8
35
9
36
1
36
2
36
3
36
4
S6
°
2
5
'
4
7
"
W
S83° 40' 08"W
55.20'
S
6
°
1
9
'
5
2
"
E
1
0
1
.
0
0
'
TYPICAL DISPERSION
TRENCH (TYP.)
50:1
14:1
7
:
1
2:1
50:1
2:
1
50
:
1
2
:
1
Horizontal
3
:
1
3:1 2:1
2:1
3:1
9:1
2:1
2
:
1
PAD
357.00
PAD
354.25
PAD
352.00
PAD
350.25
PAD
349.50
PAD
353.50
PAD
356.75
PAD
352.75 PAD
354.75
PAD
359.50
PAD
360.50
PAD
362.50
PAD
360.50
PAD
358.00PAD
357.00
PAD
356.00
PAD
355.00PAD
354.00
PAD
352.50
PAD
351
.
2
2
PAD
351
.
7
5
PAD
352
.
2
5
PAD
352.
7
5
PAD
353.2
5
PAD
354.00
PAD
355.00
PAD
356.00
PAD
357.00
PAD
357.75
PAD
350.25
PAD
347.50
PAD
346.25
PAD
367.77PAD
365.27
PAD
363.77
PAD
363.15
PAD
PAD
351
.
7
5
PAD
351
.
2
5
PAD
350
.
7
5
PAD
350
.
2
5
PAD
350
.
6
0
PAD
361.50
PAD
356.25
BW: 358.00
TW: 365.89TW: 342.58
BW: 342.58
TW: 341.38
BW: 341.38
TW: 360.03
BW: 355.75
TW: 360.50
BW: 356.25BW: 357.50
TW: 360.50
TW: 352.75
BW: 352.75
BW: 356.75
TW: 356.75
BW: 348.93
TW: 348.93
BW: 348.90
TW: 349.93
TW: 341.42
BW: 338.58
TW: 341.45
BW: 338.48
BVR -P 12
BVR -P 4
BVR -P 5
BVR -P 13
360
BW: 358.00
TW: 362.25
355
TW: 354.37
BW: 354.37
TW: 358.00
TW: 363.50
TW: 363.50
BW: 358.00
BW: 358.00
BW: 363.71
TW: 350.25
BW: 341.25
TW: 350.25
BW: 340.30
TW: 350.29
BW: 350.27
TW: 351.75
BW: 341.75
TW: 352.25
BW: 342.25
TW: 352.75
BW: 342.74
TW: 353.25
BW: 343.25
TW: 354.00
BW: 344.00
TW: 354.00
BW: 346.01
TW: 353.69
BW: 353.19
TW: 357.00
BW: 346.60
BW: 363.00
TW: 363.00
CB#27
RIM: 358.97
CB#21
RIM: 363.51
CB#20
RIM: 363.65
CB#22
RIM: 364.46
CB#23
RIM: 364.13
CB#24
RIM: 364.13
CB#25
RIM: 359.94
CB#26
RIM: 358.68
CNTRL#2
RIM: 358.84
CB#37
RIM: 354.97
CB#38
RIM: 354.89
CB#36
RIM: 353.51
CB#28
RIM: 352.39
CB#35
RIM: 351.45
CB#34
RIM: 351.45
CB#32
RIM: 350.45
CB#33
RIM: 350.43
CB#1
RIM: 349.84
CB#2
RIM: 349.84
CB#31
CNTRL#1
CB#30
RIM: 345.94
CB#29
RIM: 345.94
WEST POND DISPERSAL BASIN
IE: 335.80 18" (SE)
OUTLET FROM WEST POND
IE: 335.50 18" (W)OUTLET TO WEST POND
IE: 336.00 12" (SE)
OUTLET FROM SOUTH POND
IE: 351.50 18" (SW)
OUTLET TO SOUTH POND
IE: 353.00 12" (E)
OUTLET SOUTH POND
IE: 352.75 18" (N)
RDCO BVR 12
RDCO RD2 16RDCO RD2 15
RDCO RD2 14RDCO RD2 13
RDCO RD2 12
RDCO RD2 5
RDCO RD2 4
RDCO RD2 3
RDCO RD2 2
RDCO RD2 1
RDCO RD2 6
RDCO RD2 7
RDCO RD2 8
RDCO RD2 9
RDCO RD2 10
RDCO RD2 11
RDCO RD2 17
RDCO RD2 18
RDCO RD2 19 RDCO RD2 20
RDCO RD2 21
RDCO JX 36
RDCO JX 37
RDCO JX 38
RDCO JX 39
RDCO JX 40
RDCO JX 41
RDCO BVR 1
RDCO BVR 2
RDCO BVR 3
RDCO BVR 4
RDCO BVR 11
RDCO BVR 10
RDCO BVR 9
RDCO BVR 8
RDCO BVR 7
RDCO JX 42
RDCO JX 43
RDCO JX 44
RDCO JX 45
RDCO RD1 3
RDCO RD1 2
RDCO RD1 1
RDCO JX 34
RDCO JX 33
RDCO JX 32
JX -P 34
JX -P 37
JX -P 47
JX -P 48
JX -P 45
JX -P 42
JX -P 40
JX -P 39
JX -P 41
JX -P 38
JX -P 35
JX -P 36
RD1 -P 4
RD1 -P 1
BVR -P 1
RD2 -P 4
RD2 -P 24
RD2 -P 21
RD2 -P 19RD2 -P 13
RD2 -P 12
RD2 -P 7
RD2 -P 18RD2 -P 15
RD2 -P 14
RD2
-
P
1
1
RD2 -P 8
RD2 -P 5
RD2 -P 6
RD2 -P 9
RD2
-
P
1
0
RD2 -P 16
RD2 -P 17
RD2 -P 20
RD2 -P 23
RD1 -P 3
BVR -P 8
BVR -P 9 BVR -P 10 BVR -P 11
BVR -P 3
JX
-
P
4
6
BVR -P 14
BVR -P 2
JX -P 43
RD2 -P 1
BVR -P 13
JX -P 44
BW: 355.97
TW: 360.32
PAD GRADE NOTES
1.ALL PAD GRADES SHOWN ARE STRUCTURAL PAD
GRADES.
SITE WALL NOTES
1.SEE DETAIL 1 SHEET C3.0 FOR WALL LABELING
NOMENCLATURE.
CLEANOUT INFORMATION
CLEANOUT
RDCO BVR 1
CO
STA: 1+53.00, 39.00' R
RDCO BVR 2
CO
STA: 2+38.77, 39.00' R
RDCO BVR 3
CO
STA: 2+79.27, 39.00' R
RDCO BVR 4
CO
STA: 3+19.27, 39.00' R
RDCO BVR 7
CO
STA: 1+53.57, 39.00' L
RDCO BVR 8
CO
STA: 1+89.32, 39.00' L
RDCO BVR 9
CO
STA: 2+29.00, 39.00' L
RDCO BVR 10
CO
STA: 2+69.00, 39.00' L
RDCO BVR 11
CO
STA: 3+09.32, 39.00' L
RDCO JX 36
CO
STA: 13+48.62, 36.50' R
RDCO JX 37
CO
STA: 13+80.67, 36.50' R
RDCO JX 38
CO
STA: 14+17.67, 36.50' R
RDCO JX 39
CO
STA: 14+60.96, 36.50' R
RDCO JX 40
CO
STA: 15+04.57, 37.31' R
RDCO JX 41
CO
STA: 15+20.81, 38.27' R
RDCO JX 42
CO
STA: 16+29.86, 39.00' L
RDCO JX 43
CO
STA: 16+40.05, 39.00' L
RDCO JX 44
CO
STA: 16+79.84, 39.00' L
RDCO JX 45
CO
STA: 17+19.79, 39.00' L
INFORMATION
RIM = 351.22
IE = 347.42 (6" SW)
IE = 347.42 (8" N)
IE = 347.42 (6" E)
RIM = 352.75
IE = 349.14 (6" E)
IE = 349.14 (6" W)
IE = 349.14 (6" S)
RIM = 354.75
IE = 351.16 (6" E)
IE = 351.16 (6" W)
IE = 351.16 (6" S)
RIM = 356.28
IE = 352.56 (6" E)
IE = 352.56 (6" W)
IE = 352.56 (6" S)
RIM = 350.16
IE = 346.10 (6" E)
IE = 346.10 (8" S)
IE = 345.98 (6" N)
RIM = 350.82
IE = 346.64 (6" E)
IE = 346.64 (6" W)
IE = 346.34 (6" N)
RIM = 352.39
IE = 347.53 (6" E)
IE = 347.53 (6" W)
IE = 347.53 (6" N)
RIM = 354.44
IE = 349.13 (6" E)
IE = 349.13 (6" W)
IE = 349.13 (6" N)
RIM = 356.22
IE = 351.15 (6" E)
IE = 351.15 (6" W)
IE = 351.15 (6" N)
RIM = 361.96
IE = 358.01 (6" N)
IE = 358.01 (6" E)
RIM = 361.35
IE = 357.37 (6" S)
IE = 357.37 (6" N)
IE = 357.37 (6" E)
RIM = 360.50
IE = 356.81 (6" S)
IE = 356.81 (6" N)
IE = 356.81 (6" E)
RIM = 359.50
IE = 356.16 (6" S)
IE = 356.16 (8" W)
IE = 356.38 (6" E)
RIM = 356.75
IE = 353.23 (6" E)
IE = 353.23 (6" N)
RIM = 355.67
IE = 350.89 (6" S)
IE = 350.89 (6" N)
IE = 350.89 (6" E)
RIM = 350.25
IE = 346.75 (6" N)
IE = 346.75 (6" W)
RIM = 349.23
IE = 344.98 (6" S)
IE = 344.98 (6" N)
RIM = 347.50
IE = 344.00 (6" S)
IE = 344.00 (6" N)
IE = 344.00 (6" W)
RIM = 346.25
IE = 343.00 (6" S)
IE = 343.00 (8" E)
IE = 343.00 (6" W)
CLEANOUT INFORMATION
CLEANOUT
RDCO RD2 1
CO
STA: 1+35.82, 44.20' R
RDCO RD2 2
CO
STA: 1+61.37, 36.50' R
RDCO RD2 3
CO
STA: 1+94.05, 36.50' R
RDCO RD2 4
CO
STA: 2+44.68, 36.50' R
RDCO RD2 5
CO
STA: 2+95.72, 36.50' R
RDCO RD2 6
CO
STA: 1+62.08, 41.51' L
RDCO RD2 7
CO
STA: 1+90.92, 41.51' L
RDCO RD2 8
CO
STA: 2+40.46, 41.50' L
RDCO RD2 9
CO
STA: 2+93.16, 41.50' L
RDCO RD2 10
CO
STA: 3+66.05, 41.50' L
RDCO RD2 11
CO
STA: 3+84.39, 41.50' L
RDCO RD2 12
CO
STA: 4+56.52, 36.50' R
RDCO RD2 13
CO
STA: 4+85.30, 36.50' R
RDCO RD2 14
CO
STA: 5+29.19, 36.56' R
RDCO RD2 15
CO
STA: 5+79.50, 36.63' R
RDCO RD2 16
CO
STA: 6+29.83, 36.70' R
RDCO RD2 17
CO
STA: 4+56.52, 41.50' L
RDCO RD2 18
CO
STA: 4+66.32, 41.50' L
RDCO RD2 19
CO
STA: 5+11.74, 41.50' L
INFORMATION
RIM = 350.69
IE = 347.17 (6" N)
IE = 347.17 (6" SE)
RIM = 351.39
IE = 346.51 (6" SW)
IE = 348.65 (8" NW)
IE = 348.65 (6" NE)
IE = 346.51 (6" SE)
RIM = 351.69
IE = 349.47 (6" NE)
IE = 349.47 (6" SW)
IE = 347.33 (6" SE)
RIM = 352.20
IE = 349.98 (6" NE)
IE = 349.98 (6" SW)
IE = 347.84 (6" SE)
RIM = 352.67
IE = 351.00 (6" SW)
IE = 348.86 (6" SE)
RIM = 352.00
IE = 346.37 (6" NE)
IE = 346.37 (8" SE)
IE = 346.37 (6" NW)
RIM = 351.77
IE = 347.24 (6" NE)
IE = 347.24 (6" SW)
IE = 347.24 (6" NW)
RIM = 352.26
IE = 347.74 (6" NE)
IE = 347.74 (6" SW)
IE = 347.74 (6" NW)
RIM = 352.80
IE = 348.27 (6" SW)
IE = 348.27 (6" NW)
RIM = 353.52
IE = 348.29 (6" NE)
IE = 348.29 (8" SE)
IE = 348.29 (6" NW)
RIM = 353.69
IE = 349.40 (6" SW)
IE = 349.40 (6" NW)
RIM = 354.92
IE = 350.49 (6" E)
IE = 350.49 (8" N)
IE = 350.49 (6" S)
RIM = 355.44
IE = 351.66 (6" E)
IE = 351.66 (6" W)
IE = 351.66 (6" S)
RIM = 356.26
IE = 352.54 (6" E)
IE = 352.54 (6" W)
IE = 352.54 (6" S)
RIM = 357.23
IE = 353.55 (6" E)
IE = 353.55 (6" W)
IE = 353.55 (6" S)
RIM = 358.19
IE = 354.56 (6" S)
IE = 354.56 (6" W)
RIM = 355.02
IE = 350.81 (6" E)
IE = 350.81 (8" S)
IE = 350.81 (6" N)
RIM = 355.10
IE = 351.99 (6" E)
IE = 351.99 (6" W)
IE = 351.99 (6" N)
RIM = 356.02
IE = 352.48 (6" E)
IE = 352.48 (6" W)
IE = 352.48 (6" N)
PIPE TABLE
NAME
BVR -P 1
BVR -P 2
BVR -P 3
BVR -P 4
BVR -P 5
BVR -P 8
BVR -P 9
BVR -P 10
BVR -P 11
BVR -P 12
BVR -P 13
JX -P 38
JX -P 39
SIZE
8"
6"
6"
6"
6"
8"
6"
6"
6"
6"
6"
6"
6"
LENGTH
24'
86'
40'
40'
40'
24'
36'
40'
40'
40'
40'
32'
37'
SLOPE
7.60%
2.00%
5.00%
3.50%
2.50%
1.50%
1.50%
2.25%
4.00%
5.00%
5.00%
2.00%
1.50%
MATERIAL
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PIPE TABLE
NAME
JX -P 40
JX -P 41
JX -P 42
JX -P 43
JX -P 44
JX -P 45
JX -P 46
JX -P 47
JX -P 48
SIZE
6"
8"
6"
6"
6"
6"
6"
6"
8"
LENGTH
43'
18'
15'
30'
20'
10'
40'
40'
24'
SLOPE
1.50%
8.77%
15.92%
7.02%
7.02%
17.36%
2.47%
2.50%
1.00%
MATERIAL
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PIPE TABLE
NAME
RD2 -P 1
RD2 -P 4
RD2 -P 5
RD2 -P 6
RD2 -P 7
RD2 -P 8
RD2 -P 9
RD2 -P 10
RD2 -P 11
RD2 -P 12
RD2 -P 13
RD2 -P 14
RD2 -P 15
SIZE
6"
8"
6"
6"
6"
8"
6"
6"
6"
8"
6"
8"
6"
LENGTH
7'
19'
33'
51'
51'
24'
29'
50'
53'
24'
22'
18'
23'
SLOPE
2.00%
2.00%
2.50%
1.00%
2.00%
1.00%
3.00%
1.00%
1.00%
13.55%
5.00%
12.26%
5.00%
MATERIAL
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PIPE TABLE
NAME
RD2 -P 16
RD2 -P 17
RD2 -P 18
RD2 -P 19
RD2 -P 20
RD2 -P 21
RD2 -P 23
RD2 -P 24
SIZE
6"
6"
6"
8"
6"
6"
6"
6"
LENGTH
44'
50'
50'
24'
12'
23'
50'
50'
SLOPE
2.00%
2.00%
2.00%
26.28%
10.00%
1.00%
2.00%
2.00%
MATERIAL
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
CLEANOUT INFORMATION
CLEANOUT
RDCO RD2 20
CO
STA: 5+62.16, 41.50' L
RDCO RD2 21
CO
STA: 6+11.84, 41.50' L
INFORMATION
RIM = 357.03
IE = 353.49 (6" E)
IE = 353.49 (6" W)
IE = 353.49 (6" N)
RIM = 358.34
IE = 354.48 (6" W)
IE = 354.48 (6" N)
ROOF RUNOFF NOTE
ROOF RUNOFF FROM THE ROOFS OF LOTS 45-50 SHALL
BE DISPERSED WITHIN PRIVATE SYSTEMS TO THE
WETLAND BUFFER.2
C5.5
KEYNOTES
CLEANOUT FOR DISPERSAL TRENCH. STUB ROOF
DRAIN THROUGH SITE WALL.1
STORM STRUCTURE TABLE
STRUCTURE NAME
DISPTRNCH CO-LOT45
N 596036.12
E 1106607.55
DISPTRNCH CO-LOT46
N 596074.23
E 1106641.07
DISPTRNCH CO-LOT47
N 596105.71
E 1106680.38
DISPTRNCH CO-LOT48
N 596140.56
E 1106719.21
DISPTRNCH CO-LOT49
N 596181.53
E 1106776.49
DISPTRNCH CO-LOT50
N 596197.00
E 1106803.54
STRUCTURE DETAILS
RIM = 350.25
IE = 338.27 (6" NW)
RIM = 351.11
IE = 338.27 (6" NW)
RIM = 351.75
IE = 338.27 (6" NW)
RIM = 352.25
IE = 338.27 (6" NW)
RIM = 352.75
IE = 338.27 (6" NW)
RIM = 353.25
IE = 338.27 (6" NW)
PIPE TABLE
NAME
DISP TRNCH PIPE - LOT 45
DISP TRNCH PIPE - LOT 46
DISP TRNCH PIPE - LOT 47
DISP TRNCH PIPE - LOT 48
DISP TRNCH PIPE - LOT 49
DISP TRNCH PIPE - LOT 50
SIZE
6"
6"
6"
6"
6"
6"
LENGTH
10'
6'
6'
6'
6'
6'
SLOPE
15.00%
22.88%
22.88%
22.88%
22.88%
22.88%
MATERIAL
PVC
PVC
PVC
PVC
PVC
PVC
N
GRAPHIC SCALE
0 50 100 FEET
1" = 50 FEET
25
SE
E
S
H
E
E
T
C3
.
1
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
SEE SHEET C3.3
DATE: October 8, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-GRAD-STRM.dwg
C3.2
12
GRADING AND ROOF
DRAINAGE PLAN (NW)
WETLAND
BUFFER
EDGE OF
WETLAND
J
A
C
K
S
O
N
S
T
.
S
E
ROAD 2
BERRY VALLEY ROAD SE
DETENTION/
WETPOND #1
LEVEL-SPREADER DISPERSION
TRENCH DISCHARGE
WETLAND
BUFFER
1
C5.5
3'± HIGH
RETAINING WALL.
BIDDER DESIGN
33'
49'
1
1
1
1
1
1
1
C5.5
10/09/2024
JA
C
K
S
O
N
S
T
S
E
108 106 105
25
TRACT 'I'
2
42
41
46
24
1
21
22
18
23
38
TRACT 'L'
107
109
43
45
TRACT 'H'
44
3
102
103
14
13
12
11
10
9
8
15
7
31
28
31
18
38 6
9
29
18
38
36
37
35
34
33
11
5
4
20
19
16
17
6
13
12
11
10
9
8
7
30
27
26
39
40
32
s
s
s
s
s
s
s
s
s s
s
s
s s
s s
s s
s s
s
s
s
s
s
s
ss
ss
ss
ss
s
s
ss
s
s
s
s
s
s
s
s
s
s
2+0
0
3
6
4
351
35
2
35
1
357
35
3
3
5
7
3
5
1
35
1
38
2
38
9
385386
369
379
384
377378
369
36
7
36
8
37
7
3
7
5
3
7
6
355
360
365
3
5
5
3
6
0
3
6
5
3
7
0
3
7
5
35
0
35
5
36
0
36
5
37
0
36
0
36
5
36
5
35
8
35
8
35
8
35
9
36
1
36
2
36
3
36
4
DISPERSION TRENCH (TYP.)
Horizontal
3
:
1
3:1 2:1
2:1
3:1
9:1
2
:
1
2:1
2:1
2:1
2:1
2
:
1
2
:
1
2
:
1
2
:
1
2:1
2:1
2
:
1
PAD
358.00PAD
357.00
PAD
356.00
PAD
355.00PAD
354.00
PAD
352.50
PAD
351
.
2
2
PAD
367.77PAD
365.27
PAD
363.77
PAD
363.15
PAD
363.00
PAD
363.10
PAD
363.80
PAD
364.15
PAD
364.50
PAD
365.00
PAD
365.35
PAD
365.75
PAD
367.00
PAD
367.58
PAD
375.00
PAD
378.00
PAD
379.75
PAD
380.75
PAD
380.80PAD
381.00
PAD
381.00
PAD
377.25
PAD
375.25
PAD
373.00
PAD
371.25
PAD
369.50
PAD
368.00
PAD
367.25
PAD
366.75
PAD
366.25
PAD
365.75
PAD
365.25
PAD
364.75
PAD
364.25
PAD
363.50
PAD
351
.
7
5
PAD
351
.
2
5
PAD
350
.
7
5
PAD
350
.
2
5
PAD
350
.
6
0
PAD
361.50
PAD
363.40
PAD
366.15
PAD
366.50
PAD
370.00
PAD
381.25
TW: 369.50
BW: 360.32
BW: 356.36
TW: 368.00
BW: 362.55
TW: 368.00
BW: 367.25
TW: 367.25
BW: 374.45
TW: 374.58
BW: 375.00
TW: 375.00
TW: 363.77
BW: 363.77 BW: 361.50
TW: 365.27 BW: 362.50
TW: 367.77
BW: 365.25
TW: 365.25
TW: 358.00
TW: 363.50
TW: 363.50
BW: 358.00
BW: 358.00
BW: 363.71
TW: 371.25
TW: 373.00
TW: 373.00
BW: 361.64
BW: 364.50
BW: 372.93
BW: 340.30
TW: 350.29
BW: 350.27
BW: 367.71
TW: 367.98
BW: 367.00
TW: 367.94
BW: 366.50
TW: 369.14
BW: 365.75
TW: 366.16
BW: 365.75
TW: 369.32
BW: 365.35
TW: 368.80
BW: 365.00
TW: 367.96
BW: 364.50
TW: 368.08
BW: 364.15
TW: 368.05
BW: 363.80
TW: 367.41
BW: 363.40
TW: 366.76
BW: 363.10
TW: 366.35
BW: 363.10
TW: 364.80
BW: 363.00
TW: 363.00
CB#16
RIM: 368.25CB#14
RIM: 369.80
CB#15
RIM: 368.33
CB#17
RIM: 366.50
CB#18
RIM: 366.42
CB#21
RIM: 363.51
CB#19
RIM: 364.40
CB#20
RIM: 363.65
CB#22
RIM: 364.46
CB#23
RIM: 364.13
CB#24
RIM: 364.13
CNTRL#2
RIM: 358.84
CB#35
RIM: 351.45
CB#34
RIM: 351.45
CB#32
RIM: 350.45
CB#33
RIM: 350.43
OUTLET FROM SOUTH POND
IE: 351.50 18" (SW)
OUTLET TO SOUTH POND
IE: 353.00 12" (E)
OUTLET SOUTH POND
IE: 352.75 18" (N)
RDCO RD2 5
RDCO RD2 4
RDCO RD2 3
RDCO RD2 2
RDCO RD2 1
RDCO RD2 6
RDCO RD2 7
RDCO RD1 3
RDCO RD1 2
RDCO RD1 1
RDCO JX 34
RDCO JX 33
RDCO JX 32
RDCO JX 31
RDCO JX 30
RDCO JX 29
RDCO JX 28
RDCO JX 27
RDCO JX 26
RDCO JX 25
RDCO JX 24
RDCO JX 23
RDCO JX 22
RDCO JX 21
RDCO JX 9
RDCO JX 8
RDCO JX 7
RDCO JX 5
RDCO JX 4
RDCO JX 3
RDCO JX 12
RDCO JX 13
RDCO JX 14
RDCO JX 15
RDCO JX 17
RDCO JX 18
RDCO JX 20
RDCO JX 2
RDCO JX 1
RDCO JX 11
RDCO JX 16
RDCO JX 6
RDCO JX 19
RDCO JX 35
RDCO JX 10
JX -P 34
JX -P 33
JX -P 29
JX -P 32
JX
-
P
3
1
J X -P 2 8
JX -P 37
JX -P 19
JX -P 18
JX -P 16
JX -P 27
JX -P 26
JX -P 25
JX -P 24
JX -P 23
JX -P 22
JX -P 10
JX -P 7
JX -P 5
J
X
-
P
3
JX -P 21
JX -P 15
JX -P 14
JX -P 13
JX -P 35
JX -P 36
RD1 -P 4
RD1 -P 1
RD2 -P 4
RD2 -P 12
RD2 -P 7
RD2
-
P
1
1
RD2 -P 8
RD2 -P 5
RD2 -P 6
RD2 -P 9
RD2
-
P
1
0
RD1 -P 3
JX -P 8
JX -P 2
JX -P 1JX -P 11
RD2 -P 1
JX -P 20
JX -P 17
JX -P 6
J
X
-
P
4
JX -P 9
2
C5.5
PAD GRADE NOTES
1.ALL PAD GRADES SHOWN ARE STRUCTURAL PAD
GRADES.
SITE WALL NOTES
1.SEE DETAIL 1 SHEET C3.0 FOR WALL LABELING
NOMENCLATURE.
CLEANOUT INFORMATION
CLEANOUT
RDCO JX 1
CO
STA: 2+73.13, 36.50' R
RDCO JX 2
CO
STA: 3+08.64, 35.95' R
RDCO JX 3
CO
STA: 3+32.89, 36.01' R
RDCO JX 4
CO
STA: 3+65.12, 36.27' R
RDCO JX 5
CO
STA: 4+02.81, 36.40' R
RDCO JX 6
CO
STA: 4+16.32, 36.19' R
RDCO JX 7
CO
STA: 4+76.29, 36.26' R
RDCO JX 8
CO
STA: 4+99.24, 36.83' R
RDCO JX 9
CO
STA: 6+10.88, 36.30' R
RDCO JX 10
CO
STA: 6+31.32, 36.34' R
RDCO JX 11
CO
STA: 2+73.26, 41.50' L
RDCO JX 12
CO
STA: 3+71.02, 41.50' L
RDCO JX 13
CO
STA: 3+82.22, 41.50' L
RDCO JX 14
CO
STA: 4+18.96, 41.85' L
RDCO JX 15
CO
STA: 4+61.22, 41.93' L
INFORMATION
RIM = 381.78
IE = 378.48 (6" N)
IE = 378.48 (6" E)
RIM = 382.08
IE = 378.29 (6" S)
IE = 378.29 (6" N)
IE = 378.29 (6" E)
RIM = 381.26
IE = 377.99 (6" N)
IE = 377.99 (6" S)
IE = 377.99 (6" NE)
RIM = 380.24
IE = 376.40 (6" SE)
IE = 376.40 (6" NW)
IE = 376.40 (6" NE)
RIM = 378.00
IE = 374.38 (6" SE)
IE = 374.38 (6" NW)
IE = 374.38 (6" NE)
RIM = 377.52
IE = 372.70 (6" SE)
IE = 372.70 (6" NW)
RIM = 374.88
IE = 371.77 (6" S)
IE = 371.77 (6" N)
IE = 371.77 (6" E)
RIM = 373.74
IE = 367.77 (6" S)
IE = 367.77 (6" N)
RIM = 369.54
IE = 366.91 (6" SW)
IE = 366.91 (6" NE)
IE = 366.91 (6" SE)
RIM = 368.69
IE = 366.75 (6" SW)
IE = 366.75 (8" NW)
RIM = 381.00
IE = 377.57 (6" N)
IE = 377.57 (6" W)
RIM = 380.85
IE = 377.19 (6" NW)
IE = 377.19 (6" SE)
IE = 377.19 (6" SW)
RIM = 377.25
IE = 374.76 (6" SE)
IE = 374.76 (6" NW)
RIM = 377.25
IE = 373.96 (6" SE)
IE = 373.96 (6" NW)
IE = 373.96 (6" SW)
RIM = 375.54
IE = 372.89 (6" S)
IE = 372.89 (6" N)
IE = 372.89 (6" W)
CLEANOUT INFORMATION
CLEANOUT
RDCO JX 16
CO
STA: 4+69.64, 41.76' L
RDCO JX 17
CO
STA: 5+02.70, 41.68' L
RDCO JX 18
CO
STA: 5+44.94, 41.66' L
RDCO JX 19
CO
STA: 5+53.84, 41.51' L
RDCO JX 20
CO
STA: 5+76.45, 41.52' L
RDCO JX 21
CO
STA: 6+96.47, 36.57' R
RDCO JX 22
CO
STA: 7+36.90, 36.45' R
RDCO JX 23
CO
STA: 7+76.97, 36.56' R
RDCO JX 24
CO
STA: 7+97.33, 36.29' R
RDCO JX 25
CO
STA: 8+56.68, 36.46' R
RDCO JX 26
CO
STA: 8+96.76, 36.69' R
RDCO JX 27
CO
STA: 9+36.78, 36.39' R
RDCO JX 28
CO
STA: 9+77.02, 36.38' R
RDCO JX 29
CO
STA: 10+11.52, 36.51' R
RDCO JX 30
CO
STA: 10+47.15, 36.58' R
INFORMATION
RIM = 373.09
IE = 370.48 (6" S)
IE = 370.48 (6" N)
RIM = 373.00
IE = 369.65 (6" S)
IE = 369.65 (6" N)
IE = 369.65 (6" W)
RIM = 371.25
IE = 368.59 (6" S)
IE = 368.59 (6" N)
IE = 368.59 (6" W)
RIM = 369.73
IE = 367.14 (6" S)
IE = 367.14 (6" N)
RIM = 369.50
IE = 366.57 (6" SW)
IE = 366.57 (8" SE)
IE = 366.57 (6" NW)
RIM = 368.04
IE = 365.79 (6" NE)
IE = 366.69 (6" SE)
RIM = 367.05
IE = 365.30 (6" SW)
IE = 365.30 (6" NE)
IE = 364.09 (6" SE)
RIM = 366.64
IE = 364.70 (6" SW)
IE = 364.70 (6" NE)
IE = 363.29 (6" SE)
RIM = 366.59
IE = 364.30 (6" SW)
IE = 364.30 (8" NW)
IE = 362.89 (6" SE)
RIM = 365.94
IE = 362.60 (6" NE)
IE = 362.60 (6" SE)
RIM = 365.45
IE = 362.20 (6" SW)
IE = 362.20 (6" NE)
IE = 362.20 (6" SE)
RIM = 365.15
IE = 361.80 (6" SW)
IE = 361.80 (6" NE)
IE = 364.80 (6" SE)
RIM = 364.95
IE = 361.40 (6" SW)
IE = 361.40 (6" NE)
IE = 361.40 (6" SE)
RIM = 364.60
IE = 361.01 (6" SW)
IE = 361.01 (6" NE)
IE = 361.01 (6" SE)
RIM = 364.27
IE = 360.60 (6" NE)
IE = 360.60 (6" SE)
IE = 360.60 (6" SW)
CLEANOUT INFORMATION
CLEANOUT
RDCO JX 31
CO
STA: 10+77.13, 36.54' R
RDCO JX 32
CO
STA: 11+12.05, 36.51' R
RDCO JX 33
CO
STA: 11+45.28, 36.58' R
RDCO JX 34
CO
STA: 11+55.84, 42.70' R
RDCO JX 35
CO
STA: 10+05.96, 41.62' L
RDCO RD1 1
CO
STA: 1+47.73, 42.72' L
RDCO RD1 2
CO
STA: 12+24.20, 86.50' R
RDCO RD1 3
CO
STA: 2+39.29, 41.46' L
INFORMATION
RIM = 364.04
IE = 360.25 (6" SW)
IE = 360.25 (6" NE)
IE = 360.25 (6" E)
RIM = 363.38
IE = 359.85 (6" S)
IE = 359.85 (6" N)
IE = 359.85 (6" E)
RIM = 363.33
IE = 359.46 (6" S)
IE = 359.46 (6" N)
IE = 359.46 (6" E)
RIM = 363.15
IE = 359.32 (6" SW)
IE = 359.32 (8" N)
RIM = 364.34
IE = 361.15 (8" SE)
IE = 361.15 (6" NW)
RIM = 364.12
IE = 361.35 (6" E)
IE = 361.35 (8" S)
IE = 361.35 (6" N)
RIM = 365.27
IE = 362.61 (6" E)
IE = 362.61 (6" W)
IE = 362.61 (6" N)
RIM = 367.77
IE = 364.11 (6" W)
IE = 364.11 (6" N)
PIPE TABLE
NAME
JX -P 1
JX -P 2
JX -P 3
JX -P 4
JX -P 5
JX -P 6
JX -P 7
JX -P 8
JX -P 9
JX -P 10
JX -P 11
JX -P 13
JX -P 14
SIZE
6"
6"
6"
6"
6"
6"
6"
6"
6"
8"
6"
6"
6"
LENGTH
10'
30'
40'
40'
11'
46'
18'
86'
16'
18'
10'
10'
40'
SLOPE
0.50%
1.00%
4.00%
5.00%
15.11%
2.00%
22.57%
1.00%
1.00%
2.25%
0.50%
25.00%
2.00%
MATERIAL
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PIPE TABLE
NAME
JX -P 15
JX -P 16
JX -P 17
JX -P 18
JX -P 19
JX -P 20
JX -P 21
JX -P 22
JX -P 23
JX -P 24
JX -P 25
JX -P 26
JX -P 27
SIZE
6"
6"
6"
6"
6"
6"
8"
6"
6"
6"
8"
6"
6"
LENGTH
53'
11'
42'
53'
11'
28'
24'
40'
40'
20'
17'
40'
40'
SLOPE
2.00%
22.69%
2.00%
2.00%
12.93%
2.00%
4.41%
1.20%
1.50%
2.00%
2.00%
1.00%
1.00%
MATERIAL
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PIPE TABLE
NAME
JX -P 28
JX -P 29
JX -P 31
JX -P 32
JX -P 33
JX -P 34
JX -P 35
JX -P 36
JX -P 37
SIZE
6"
6"
6"
6"
6"
6"
6"
8"
8"
LENGTH
40'
39'
41'
35'
40'
39'
14'
26'
24'
SLOPE
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
1.00%
13.75%
1.00%
MATERIAL
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PIPE TABLE
NAME
RD1 -P 1
RD1 -P 3
RD1 -P 4
SIZE
8"
6"
6"
LENGTH
35'
36'
50'
SLOPE
4.87%
3.00%
3.00%
MATERIAL
PVC
PVC
PVC
KEYNOTES
CLEANOUT FOR DISPERSAL TRENCH. STUB ROOF
DRAIN THROUGH SITE WALL.
CLEANOUT FOR DISPERSAL TRENCH.
1
2
STORM STRUCTURE TABLE
STRUCTURE NAME
DISPTRNCH CO-LOT32
N 595515.75
E 1106721.93
DISPTRNCH CO-LOT33
N 595575.53
E 1106784.50
DISPTRNCH CO-LOT34
N 595610.67
E 1106825.07
DISPTRNCH CO-LOT35
N 595641.41
E 1106865.66
DISPTRNCH CO-LOT37
N 595705.35
E 1106948.15
DISPTRNCH CO-LOT38
N 595733.49
E 1106980.66
DISPTRNCH CO-LOT39
N 595756.07
E 1107010.37
DISPTRNCH CO LOT36
N 595672.17
E 1106903.55
STRUCTURE DETAILS
RIM = 368.00
IE = 338.27 (6" NW)
RIM = 367.25
IE = 338.27 (6" NW)
RIM = 366.75
IE = 338.27 (6" NW)
RIM = 366.25
IE = 338.27 (6" NW)
RIM = 365.17
IE = 338.27 (6" NW)
RIM = 364.75
IE = 338.27 (6" NW)
RIM = 364.25
IE = 338.27 (6" NW)
RIM = 365.75
IE = 338.27 (6" NW)
PIPE TABLE
NAME
DISP TRNCH PIPE - LOT 32
DISP TRNCH PIPE - LOT 33
DISP TRNCH PIPE - LOT 34
DISP TRNCH PIPE - LOT 35
DISP TRNCH PIPE - LOT 36
DISP TRNCH PIPE - LOT 37
DISP TRNCH PIPE - LOT 38
DISP TRNCH PIPE - LOT 39
SIZE
6"
6"
6"
6"
6"
6"
6"
6"
LENGTH
21'
34'
36'
36'
33'
28'
21'
21'
SLOPE
6.93%
4.27%
4.04%
4.00%
4.38%
5.24%
6.88%
7.10%
MATERIAL
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
N
GRAPHIC SCALE
0 50 100 FEET
1" = 50 FEET
25
SEE SHEET C3.2
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: October 8, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-GRAD-STRM.dwg
C3.3
13
GRADING AND ROOF
DRAINAGE PLAN (S)
WETLAND
BUFFER
EDGE OF WETLAND
ROAD 1
JACK
S
O
N
S
T
.
S
E
DETENTION/WETPOND #2
10'± MAX HEIGHT
RETAINING WALL.
BIDDER DESIGN.
ROOF RUNOFF NOTE
ROOF RUNOFF FROM THE ROOFS OF LOTS 32-39 SHALL
BE DISPERSED WITHIN PRIVATE SYSTEMS TO THE
WETLAND BUFFER.
2
C5.5
42'
58'
76'
40'
50'
4'± MAX HEIGHT
RETAINING WALL.
BIDDER DESIGN.
3'± MAX HEIGHT
RETAINING WALL.
BIDDER DESIGN.
1
1
2
2
2
2
2
2
6" DEPTH GRAVEL
MAINTENANCE ACCESS PATH
10/09/2024
929394 84
69
61
68
60
6766
656463
70
62
2
71
83
72
80
TRACT 'B'
82
81
TRACT 'A'
79
76
77
78
74
75
73
1
59
91
89
88
87
85
98
97
8690
TRACT 'L'
104
55
TR
A
C
T
'
D
'
TR
A
C
T
'
C
'
3
102
100
99
9596
103
101
s
s s s s s s
s s
ss
s
s
s
s
s
s
s
s
s s
s
s
s
s
s
s
s s
s
s
s
s
s
s
s
s
s s
s
s
s
s
s
s s s s s s
s
2+00
3+003+00
S
6
°
1
9
'
5
2
"
E
1
0
1
.
0
0
'
CB#28
CB#2
CB#1
CB#3
CB#4
CB#5
CB#6
CB#7
CB#8
CB#9
CB#10
CB#11
CB#12 OUTLET TO WQ STRUCTURE
350
34
8
35
2
35
4
35
6 358
35
8
3
5
6
3
5
4
3
5
2
35
0
34
8
346
344
342
340
332
3
6
4
3
6
2
360
358
356
354
352
36
6
364
362
360
3
5
8
368
3
3
0
3
3
2
35
036
0
35
2
35
4
35
6
35
8
36
2
356358
346364
3
7
6
350
PC
:
7
+
0
8
.
7
3
PT:
8
+
3
6
.
1
3
PC:
1
0
+
4
6
.
3
4
PT
:
1
1
+
7
6
.
2
8
PC
:
1
2
+
5
4
.
8
3
PT
:
1
2
+
9
9
.
0
4
PC
:
1
3
+
0
3
.
8
2
338
340
336
338
35
4
35
6
35
8
35
2
35
4
35
4
35
6
356356
35
6
35
8
35
8
352
34
6
34
8
35
0
35
2
35
4
360358362
360
362364
3
6
4
3
6
0
STA: 7+06.91 ROAD 2=
STA: 14+37.61 JACKSON
360362
364
366
2+00 3+00 4+00 5+00 6+00 7+00
8
+
0
0
9
+
0
0
1
0
+
0
0
1
1
+
0
0
12+00
13
+
0
0
7+00
STA: 1+00 BERRY VALLEY=
STA: 16+06.86 JACKSON
35
4
35
6
358
STA: 5+15.77 BERRY VALLEY=
STA: 2+75.47 ROAD 3
STA:2+84.45
END ROAD
IMPROVEMENTS
CB#13
RD OUTLET TO EAST POND
320
325
330
335
340
345
350
355
360
365
370
375
320
325
330
335
340
345
350
355
360
365
370
375
320
325
330
335
340
345
350
355
320
325
330
335
340
345
350
355
1+00
35
0
.
9
9
35
0
.
4
9
1+50
35
0
.
2
0
35
0
.
3
6
2+00
35
0
.
9
5
35
1
.
9
9
2+50
35
3
.
2
4
35
4
.
4
9
3+00
35
5
.
6
5
35
6
.
6
3
3+50
35
7
.
4
3
35
8
.
0
5
4+00
35
8
.
4
9
35
8
.
7
5
4+50
35
8
.
8
3
35
8
.
7
4
5+00
35
8
.
4
6
35
8
.
0
0
5+50
35
7
.
3
6
35
6
.
5
5
6+00
35
5
.
5
5
35
4
.
3
8
6+50
35
3
.
0
2
35
1
.
4
9
34
8
.
2
4
7+50
34
6
.
6
1
34
4
.
9
9
8+00
34
3
.
3
6
34
1
.
8
3
8+50
34
0
.
4
8
33
9
.
3
1
9+00
33
8
.
3
3
33
7
.
5
3
9+50
33
6
.
9
2
33
6
.
4
0
10+00
33
5
.
8
8
33
5
.
3
5
10+50
33
4
.
8
3
33
4
.
3
1
11+00
33
3
.
7
9
33
3
.
2
7
11+50
33
2
.
7
4
33
2
.
2
2
12+00
33
1
.
7
4
33
1
.
3
5
12+50
33
1
.
0
3
33
0
.
8
1
13+00
33
0
.
6
2
33
0
.
4
3
GRADE BREAK STA: 1+00.00
ELEV: 350.99
PVI: 364.49
PVI STA: 4+75.00
K: 34.78
400' VC
BV
C
S
:
2
+
7
5
.
0
0
BV
C
E
:
3
5
4
.
4
9
EV
C
S
:
6
+
7
5
.
0
0
EV
C
E
:
3
5
1
.
4
9
HI
P
T
:
4
+
4
8
.
9
1
EL
E
V
:
3
5
8
.
8
3
PROPOSED SEWER FM
2.00%
5.00%
PVI: 349.49
PVI STA: 1+75.00
K: 14.29
100' VC
BV
C
S
:
1
+
2
5
.
0
0
BV
C
E
:
3
5
0
.
4
9
EV
C
S
:
2
+
2
5
.
0
0
EV
C
E
:
3
5
1
.
9
9
LO
W
P
T
:
1
+
5
3
.
5
7
EL
E
V
:
3
5
0
.
2
0
6.
5
0
%
2.09%
PVI: 338.49
PVI STA: 8+75.00
K: 34.00
150' VC
BV
C
S
:
8
+
0
0
.
0
0
BV
C
E
:
3
4
3
.
3
6
EV
C
S
:
9
+
5
0
.
0
0
EV
C
E
:
3
3
6
.
9
2
PVI: 331.18
PVI STA: 12+25.00
K: 74.35
100' VC
BV
C
S
:
1
1
+
7
5
.
0
0
BV
C
E
:
3
3
2
.
2
2
EV
C
S
:
1
2
+
7
5
.
0
0
EV
C
E
:
3
3
0
.
8
1
PROPOSED WATER MAIN
STA: 2+43.75, 15.50' L
IE: 353.89 12" (E)
IE: 354.39 8" (SW)
RIM: 357.95
CB#3, CB TYPE 1
STA: 2+43.75, 15.50' R
IE: 353.58 12" (W)
IE: 353.58 12" (NE)
RIM: 357.32
CB#4, CB TYPE 1
STA: 5+61.77, 14.92' R
IE: 352.42 12" (SW)
IE: 352.42 12" (E)
RIM: 356.64
CB#5, CB TYPE 1
STA: 7+81.70, 14.92 R
IE: 340.68 12" (W)
IE: 340.68 12" (SE)
RIM: 344.19
CB#8, CB TYPE 1
STA: 7+34.18, 14.92 L
IE: 344.27 12" (S)
IE: 344.00 8" (NE)
RIM: 347.28
CB#7, CB TYPE 1
STA: 7+34.18, 14.92 R
IE: 344.12 12" (W)
IE: 344.12 12" (E)
IE: 344.12 12" (N)
RIM: 347.28
CB#6, CB TYPE 1
STA: 8+50, 14.92 R
IE: 336.95 12" (NW)
IE: 336.95 12" (SE)
IE: 336.91 12" (NE)
RIM: 340.12
CB#9, CB TYPE 1
STA: 8+50, 14.92 L
IE: 337.06 12" (SW)
IE: 337.49 8" (NE)
RIM: 340.12
CB#10, CB TYPE 1
STA: 10+50, 14.92' R
IE: 331.52 12" (NW)
IE: 331.52 12" (NE)
RIM: 334.47
CB#11, CB TYPE 1
STA: 10+50, 14.92 L
IE: 331.37 12" (SW)
IE: 331.37 12" (NE)
RIM: 334.47
CB#12, CB TYPE 1
31 LF 12" CPEP @ 1.00%
35 LF 12" CPEP @ 3.34%
17
0
L
F
1
2
"
C
P
E
P
@
4
.
8
9
%
30 LF 12" CPEP @ 0.51%30 LF 12" CPEP @ 0.51%
62
L
F
1
2
"
C
P
E
P
@
5
.
9
8
%
4
3
L
F
1
2
"
C
P
E
P
@
8
.
0
7
%
200 L
F
1
2
"
C
P
E
P
@
2
.
7
1
%
30 LF 12" CPEP @ 0.51%
STA: 1+53.57, 14.92 L
IE: 343.60 12" (S)
IE: 345.74 8" (N)
RIM: 349.84
CB#1, CB TYPE 1
STA: 1+53.57, 14.92 R
IE: 343.00 12" (N)
IE: 343.00 12" (W)
IE: 345.59 8" (S)
RIM: 349.84
CB#2, CB TYPE 1
STA: 15+77.36, 14.08 L
IE: 341.31 12" (N)
IE: 341.31 12" (W)
IE: 341.31 12" (E)
IE: 341.31 12" (S)
RIM: 352.39
CB#28, 48" TYPE 2 CB
N
GRAPHIC SCALE
0 50 100 FEET
1" = 50 FEET
25
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: October 8, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-ROAD&PROF.dwg
C3.4
14
BERRY VALLEY
ROAD
BERRY VALLEY ROAD SE PROFILE (STA. 1+00 - STA. 13+50)
HORIZ. 1"=50', VERT. 1"=5'
BERRY VALLEY ROAD SE PLAN - NEIGHBORHOOD COLLECTOR (STA. 1+00 - STA. 13+50)
1"=50'
BERRY VALLEY ROAD SE
EXISTING ELEVATION
@ CL OF ROAD
PROPOSED ELEVATION
@ CL OF ROAD
EXISTING GRADE
@ CL OF ROAD
PROPOSED GRADE
@ CL OF ROAD
SEE C3.8SEE C3.7
SEE C3.7
RO
A
D
3
JA
C
K
S
O
N
S
T
S
E
SE
E
C3
.
5
A
C3.9
INFILTRATION TRENCH (TYP.)
10' UTILITY
EASEMENT (TYP.)
56'
ROW
10' UTILITY
EASEMENT (TYP.)
SEE SHEET C5.3 FOR
TRACT A POND DESIGN
10/09/2024
TRACT 'J'
TRACT 'K'
CB#41
CB#40
CB#39
CB#41
1.10
ROW
DEDICATION
EXISTING ROW
S80° 39' 28"W
PROPOSED ROW
S80° 33' 09"W
26.00
16.0
16.0
CB#42
10.0
CENTERLINE PROPOSED ROAD
N80° 33' 09"E
OUTLET TO WQ STRUCTURE
PC
:
1
2
+
5
4
.
8
3
PT:
1
2
+
9
9
.
0
4
PC
:
1
3
+
0
3
.
8
2
PT
:
1
4
+
0
6
.
1
3
330
33
0328328
1
3
+
0
0
14+00 15+00 16+00 17+00 18+00 19+00 20+00
21+00
30 LF 12" DI @ 0.50%
OUTLET TO TRACT K POND
IE: 325.50 12" (S)
26.0
1
C3.5
21 LF 12" DI @ 0.38%
PARCEL # 21724230101
JENKINS, TAMMY M
PARCEL # 21724230400
GERRISH FAMILY REVOCABLE
LIVING TRUST
PARCEL # 21724230100
PURVIS, DAVID A
330
326328
STA:14+65.75, 16.50' L
BEGIN TAPER
STA:15+15.75, 23.00' L
END TAPER
STA:14+42.86, 16.00' R
BEGIN TAPER
STA:15+32.86, 10.00' R
END TAPER
SEE SHEET C5.4 FOR
TRACT K POND DESIGN
WORK EAST OF STATION 18+00 IS
COVERED UNDER A SEPARATE
ROW PERMIT FOR BERRY VALLEY
ROAD OFFSITE IMPROVEMENTS
3:
1
RD OUTLET TO EAST POND
315
320
325
330
335
340
345
315
320
325
330
335
340
345
13+50
33
0
.
2
5
33
0
.
0
6
14+00
32
9
.
8
8
32
9
.
6
9
14+50
32
9
.
5
1
32
9
.
3
2
15+00
32
9
.
1
3
32
8
.
9
5
15+50
32
8
.
7
6
32
8
.
5
8
16+00
32
8
.
3
9
32
8
.
2
1
16+50
32
8
.
0
5
32
7
.
9
6
17+00
32
7
.
9
4
32
7
.
9
7
17+50
32
8
.
0
7
32
8
.
2
3
18+00
32
8
.
4
2
32
8
.
6
1
18+50
32
8
.
8
0
32
8
.
9
9
19+00
32
9
.
1
8
32
9
.
3
7
19+50
32
9
.
5
9
32
9
.
8
4
20+00
33
0
.
1
2
33
0
.
3
9
20+50
33
0
.
6
6
0.74%0.76%
1.10%
PVI: 327.66
PVI STA: 16+99.04
K: 99.83
150' VC
BV
C
S
:
1
6
+
2
4
.
0
4
BV
C
E
:
3
2
8
.
2
1
EV
C
S
:
1
7
+
7
4
.
0
4
EV
C
E
:
3
2
8
.
2
3
LO
W
P
T
:
1
6
+
9
8
.
2
0
EL
E
V
:
3
2
7
.
9
4
PVI: 329.55
PVI STA: 19+48.86
K: 147.86
50' VC
BV
C
S
:
1
9
+
2
3
.
8
6
BV
C
E
:
3
2
9
.
3
6
EV
C
S
:
1
9
+
7
3
.
8
6
EV
C
E
:
3
2
9
.
8
3
STA: 14+41.44, 14.92 L
IE: 327.06 12" (S)
IE: 327.06 12" (E)
RIM: 329.21
CB#40, CB TYPE 1
STA: 16+98.20, 14.92 L
IE: 325.58 12" (W)
IE: 325.58 12" (N)
RIM: 327.58
CB#41, CB TYPE 1
STA: 17+87.74, 14.92 R
IE: 324.98 12" (S)
RIM: 328.03
CB#42, CB TYPE 1
PROPOSED WAT
E
R
M
A
I
N
21 LF 12" DI CL52 @ 0.38%
257 LF 12" DI CL52 @ 0.58
%
15 LF 12" CPEP @ 0.50%
30 LF 12" DI CL52
@ 0.50%
STA: 14+41.44, 14.92 R
IE: 327.21 12" (N)
RIM: 329.21
CB#39, CB TYPE 1
0.42' ROW
DEDICATION
32.0
5.5
5.5
1.50' BACK OF
SW TO ROW
PROPOSED HEADWALL
PER GEOTECHNICAL
DESIGN
EDGE OF WETLAND
(THOMPSON CREEK)
PT
:
1
4
+
0
6
.
1
3
330
14+00
CB#39
30
L
F
1
2
"
D
I
@
0
.
5
0
%
CB#40
STA:14+42.86,
16.00' R
END CONCRETE CURB, GUTTER AND SIDEWALK
START OF GRAVEL SHOULDER
13+71.24, 21.51' R
TW: 330.33
BW: 330.33
13+78.19, 21.54' R
TW: 330.28
BW: 328.37
13+95.00, 21.54' R
TW: 330.15
BW: 327.32
14+45.16, 21.50' R
TW: 327.73
BW: 327.03
14+41.70, 21.50' R
TW: 329.81
BW: 326.39
14+20.00, 21.50' R
TW: 329.97
BW: 324.20
PROPOSED ARCH PIPE
AND FOOTINGS
330
326
328 3:
1
PROVIDE
PEDESTRIAN
RAILING
1
C3.9
N
GRAPHIC SCALE
0 50 100 FEET
1" = 50 FEET
25
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: October 8, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-ROAD&PROF.dwg
C3.5
15
BERRY VALLEY
ROAD
BERRY VALLEY ROAD SE PROFILE (STA. 13+50 - STA. 21+00)
HORIZ. 1"=50', VERT. 1"=5'
BERRY VALLEY ROAD SE PLAN - NEIGHBORHOOD COLLECTOR (STA. 13+50 - STA. 20+50)
1"=50'
BERRY VALLEY ROAD SE
EXISTING ELEVATION
@ CL OF ROAD
PROPOSED ELEVATION
@ CL OF ROAD
EXISTING GRADE
@ CL OF ROAD
PROPOSED GRADE
@ CL OF ROAD
SE
E
C3
.
4
WETLAND
BUFFER
SE
E
O
F
F
S
I
T
E
I
M
P
R
O
V
E
M
E
N
T
S
B
C3.9
ROW DEDICATION
WIDTH VARIES
MATCH CL BEARING 7.0
5.0
C
C3.9
WETLAND BUFFER
PE
R
M
I
T
N
O
.
PROPOSED 8'-9" SPAN x 2'-6" RISE CULVERT
1 SCALE: 1" = 10'
ENLARGEMENT
N
1
C3.12
10/09/2024
JACKSON ST SE
28 31
25
24
21
22
18
23
38
36
37
35
13
12
11
31
20
19
4400 S.F.
11
28
31
18
38
18
38
14
13
12
11
16
15
17
39
40
34
33
32
27
26
s
s
s
s
s
s
s
s
s s
s s
s s
s
s
s
s
s
s
s
s
s
s s
ss
s
1+00 2+00 3+00
4+00
5+00
6
+
0
0
7
+
0
0
8
+
0
0
9
+
0
0
CB#18
CB#17
CB#15
CB#14
CB#16
382384386388390392
394
3
8
0
3
7
6
3
7
8
3
8
2
3
8
4
3
7
0
3
7
2
3
7
4
3
7
8
3
7
2
3
7
4
370
366
368
37
0
366
36
8
37
2
3
7
4
3
8
0
3
7
8
364
364
STA:2+89.68, 17.50' R
EDGE OF PAVEMENT
STA:2+89.59, 17.50' L
EDGE OF PAVEMENT
STA:1+00.26, 3.84' L
STA:2+28.12, 14.84' R
EDGE OF PAVEMENT
MATCH EXISTING ROLLED CURB
STA:2+28.27, 20.24' L
EDGE OF PAVEMENT
MATCH EXISTING ROLLED CURB
370
3
8
0
36
6
368
37
237
4
37
6
3
7
8
382
3
6
0
3
5
4
3
5
6
3
5
8
3
6
2
3
6
4
3
6
6
355
360
365
370
375
380
385
390
395
355
360
365
370
375
380
385
390
395
1+00 1+50 2+00
38
0
.
9
4
2+50
38
1
.
7
8
38
2
.
2
6
3+00
38
2
.
2
9
38
1
.
8
8
3+50
38
1
.
0
3
37
9
.
8
1
4+00
37
8
.
5
6
37
7
.
3
1
4+50
37
6
.
0
6
37
4
.
8
1
5+00
37
3
.
5
6
37
2
.
3
3
5+50
37
1
.
2
5
37
0
.
3
3
6+00
36
9
.
5
8
36
8
.
9
9
6+50
36
8
.
5
8
36
8
.
3
0
7+00
36
8
.
0
5
36
7
.
8
0
7+50
36
7
.
5
5
36
7
.
3
0
8+00
36
7
.
0
5
36
6
.
8
0
8+50
36
6
.
5
5
36
6
.
3
0
9+00
36
6
.
0
5
PROPOSED WATER MAIN
CB#14, 48" TYPE 2
STA 5+77.02, 17.83' L
RIM: 369.80
IE: 365.03 12" (NE)
IE: 365.53 8" (NW)
STA: 6+31.82, 18.73 R
IE: 366.35 12" (NW)
IE: 366.35 8" (SE)
RIM: 368.25
CB#16, CB TYPE 1
CB#15, 48" TYPE 2
STA 6+31.82, 17.88' L
RIM: 368.33
IE: 362.99 12" (SW)
IE: 362.99 12" (NE)
IE: 366.17 12" (SE)
STA: 7+97.70, 18.72' R
IE: 363.95 12" (NW)
IE: 363.95 8" (SE)
RIM: 366.42
CB#18, CB TYPE 1
CB#17, 48" TYPE 2
STA 7+97.79, 17.85L
RIM: 366.50
IE: 361.86 12" (SW)
IE: 361.86 12" (NE)
IE: 363.77 12" (SE)STA: 2+28.26
ELEV: 381.16
BEGIN ROAD IMPROVEMENTS
MATCH EXISTING
37 LF 12" CPEP @ 0.50%
37 LF 12" CPEP @ 0.50%
61 LF 12" CPEP @ 3.37%
167 LF 12" CPEP
@ 0.68%207 LF 12" CPEP @ 0.
7
0
%
3.50%
-5.
0
0
%
-1.00%
GR
A
D
E
B
R
E
A
K
S
T
A
:
2
+
0
9
.
4
3
EL
E
V
:
3
8
0
.
3
9
PVI: 383.56
PVI STA: 3+00.00
K: 14.12
120' VC
BV
C
S
:
2
+
4
0
.
0
0
BV
C
E
:
3
8
1
.
4
6
EV
C
S
:
3
+
6
0
.
0
0
EV
C
E
:
3
8
0
.
5
6
HI
P
T
:
2
+
8
9
.
4
1
EL
E
V
:
3
8
2
.
3
3
3.50%
-5.
0
0
%
-1.00%
GR
A
D
E
B
R
E
A
K
S
T
A
:
2
+
0
9
.
4
3
EL
E
V
:
3
8
0
.
3
9
PVI: 383.56
PVI STA: 3+00.00
K: 14.12
120' VC
BV
C
S
:
2
+
4
0
.
0
0
BV
C
E
:
3
8
1
.
4
6
EV
C
S
:
3
+
6
0
.
0
0
EV
C
E
:
3
8
0
.
5
6
HI
P
T
:
2
+
8
9
.
4
1
EL
E
V
:
3
8
2
.
3
3
PVI: 369.18
PVI STA: 5+87.73
K: 37.50
150' VC
BV
C
S
:
5
+
1
2
.
7
3
BV
C
E
:
3
7
2
.
9
3
EV
C
S
:
6
+
6
2
.
7
3
EV
C
E
:
3
6
8
.
4
3
N
GRAPHIC SCALE
0 50 100 FEET
1" = 50 FEET
25
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: October 8, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-ROAD&PROF.dwg
C3.6
16
JACKSON STREET
PLAN & PROFILE
JACKSON STREET SE PROFILE (STA. 1+00 - STA. 9+00)
HORIZ. 1"=50', VERT. 1"=5'
JACKSON STREET SE PLAN - LOCAL ACCESS RESIDENTIAL (STA. 1+00 - STA. 9+00)
1"=50'
J
A
C
K
S
O
N
S
T
.
S
E
EXISTING ELEVATION
@ CL OF ROAD
PROPOSED ELEVATION
@ CL OF ROAD
EXISTING GRADE
@ CL OF ROAD
PROPOSED GRADE
@ CL OF ROAD
BEGIN ROAD
CONSTRUCTION
MATCH EXISTING
SEE
C3.7
D
C3.10
10' UTILITY
EASEMENT (TYP.)
56'
ROW
10' UTILITY
EASEMENT (TYP.)
PROPOSED SEWER
FORCEMAIN
10/09/2024
106
105
53
54
56 57
61
60
58
2
59
97
38
TRACT 'L'
104
107
55
3 100 99
96
103
98
11
10
9
8
7
38
6
9
38
37
11
5
4
6
11
10
9
8
7
39
40
s
s
s
s
s
s
sss
s
ss
s
s
s
s
s
s
s
s
s
s
s
ss
s
s
s
ss
s
s
s
9
+
0
0
1
0
+
0
0
11+
0
0
12+00
13+00
14+00
15+00 16+00 17+00 17+50
35
0
34
8
352
364
362
36
0 35
8
35
6
3
5
4
3
5
2
358352
35
4
350
352
3
6
0
3
6
2
3
6
4
364
364
3
6
2
364
35
0
34
8
CB#21
CB#19
CB#20
CB#22
CB#23
CB#24
CB#25
CB#26
CB#27
CB#28
CB#2 CB#1
CB#30
CB#29
STA: 16+06.86 JACKSON=
STA: 0+99.94 BERRY VALLEY
STA: 11+82.47 JACKSON=
STA: 1+00.00 ROAD 1
STA: 14+37.61 JACKSON=
STA: 7+06.91 ROAD 2
360
356
358
2+
0
0
354356
3
5
8
36
6
335
340
345
350
355
360
365
370
375
380
385
335
340
345
350
355
360
365
370
375
380
385
9+00
36
5
.
8
5
36
5
.
6
0
9+50
36
5
.
3
5
36
5
.
1
0
10+00
36
4
.
8
5
36
4
.
6
0
10+50
36
4
.
3
5
36
4
.
1
2
11+00
36
4
.
0
3
36
4
.
0
9
11+50
36
4
.
3
1
36
4
.
6
7
12+00
36
4
.
9
3
36
4
.
8
3
12+50
36
4
.
4
0
36
3
.
9
0
13+00
36
3
.
4
0
36
2
.
9
0
13+50
36
2
.
4
0
36
1
.
9
0
14+00
36
1
.
4
0
36
0
.
7
7
14+50
35
9
.
8
9
35
8
.
7
7
15+00
35
7
.
3
9
35
5
.
8
9
15+50
35
4
.
3
9
35
2
.
8
9
16+00
35
1
.
3
9
34
9
.
9
8
16+50
34
8
.
7
7
34
7
.
7
4
17+00
34
6
.
9
0
34
6
.
0
5
17+50
PVI: 365.20
PVI STA: 12+10.30
K: 17.14
60' VC
BV
C
S
:
1
1
+
8
0
.
3
0
BV
C
E
:
3
6
4
.
7
5
EV
C
S
:
1
2
+
4
0
.
3
0
EV
C
E
:
3
6
4
.
6
0
HI
P
T
:
1
2
+
0
6
.
0
1
EL
E
V
:
3
6
4
.
9
4
PVI: 360.40
PVI STA: 14+50.00
K: 25.00
100' VC
BV
C
S
:
1
4
+
0
0
.
0
0
BV
C
E
:
3
6
1
.
4
0
EV
C
S
:
1
5
+
0
0
.
0
0
EV
C
E
:
3
5
7
.
4
0
3.00
%
2.00%
6.
0
0
%
1.50%
PVI: 348.40
PVI STA: 16+50.00
K: 33.33
100' VC
BV
C
S
:
1
6
+
0
0
.
0
0
BV
C
E
:
3
5
1
.
4
0
EV
C
S
:
1
7
+
0
0
.
0
0
EV
C
E
:
3
4
6
.
9
0
PVI: 363.73
PVI STA: 11+12.40
K: 39.98
100' VC
BV
C
S
:
1
0
+
6
2
.
4
0
BV
C
E
:
3
6
4
.
2
3
EV
C
S
:
1
1
+
6
2
.
4
0
EV
C
E
:
3
6
4
.
4
8
LO
W
P
T
:
1
1
+
0
2
.
4
3
EL
E
V
:
3
6
4
.
0
3
STA: 15+77.36, 14.08' L
IE: 341.31 12" (N)
IE: 341.31 12" (W)
IE: 341.31 12" (E)
IE: 341.31 12" (S)
RIM: 352.39
CB#28, 48" TYPE 2 CB
STA: 11+03.78, 18.50 R
IE: 361.24 12" (W)
RIM: 363.51
CB#21, CB TYPE 1
STA: 10+07.12, 17.89 L
IE: 360.41 12" (SW)
IE: 360.41 12" (NE)
IE: 360.91 8" (NW)
RIM: 364.40
CB#19, 48" TYPE 2
STA: 11+03.80, 17.89 L
IE: 359.97 12" (SW)
IE: 359.97 12" (N)
IE: 359.97 12" (E)
RIM: 363.65
CB#20, 48" TYPE 2
STA: 14+26.38, 21.74' L
IE: 353.10 12" (N)
RIM: 359.94
CB#25, CB TYPE 1
STA: 14+60.96, 18.72' R
IE: 354.10 12" (W)
IE: 354.60 8" (E)
RIM: 358.97
CB#27, CB TYPE 1
STA: 14+60.83, 21.54' L
IE: 342.96 12" (W)
IE: 342.96 12" (E)
IE: 342.96 12" (N)
IE: 342.96 12" (S)
RIM: 358.68
CB#26, 48" TYPE 2 CB
STA: 17+19.86, 14.92' R
IE: 342.90 12" (W)
RIM: 345.94
CB#30, CB TYPE 1
STA: 11+79.13, 19.15 L
IE: 358.29 12" (S)
IE: 355.15 12" (W)
IE: 355.15 12" (E)
RIM: 364.46
CB#22, 48" TYPE 2
STA: 14+37.82
ELEV: 360.36
INTERSECTION
ROAD 2
STA: 11+81.53
ELEV: 364.80
INTERSECTION
ROAD 1
STA: 16+07.07
ELEV: 350.99
INTERSECTION
BERRY VALLEY ROAD SE
STA: 17+23.07
ELEV: 346.21
END ROAD IMPROVEMENTS
40 LF 12" CPEP @ 27.67%
36 LF 12" CPEP
@ 3.49%
30 LF 12" CPEP
@ 2.14%
88 LF 12" CPEP
@ 0.50%69 LF
1
2
"
C
P
E
P
@ 2.44
%
34 LF 12" CPEP @ 29.43%
119 LF 12"
C
P
E
P
@
1
.
3
9
%
PROPOSED WATER MAIN
CB#29, CB TYPE 1
STA 17+19.86, 14.92' L
RIM: 345.94
IE: 342.26 12" (E)
IE: 342.26 12" (S)
IE: 342.76 8" (W)
143 LF 12" CPEP @ 0.67%
-2.00%
1.00%
GR
A
D
E
B
R
E
A
K
S
T
A
:
1
2
+
7
2
.
5
0
EL
E
V
:
3
6
3
.
9
5
-2.00%
1.00%
GR
A
D
E
B
R
E
A
K
S
T
A
:
1
2
+
7
2
.
5
0
EL
E
V
:
3
6
3
.
9
5
PVI: 365.12
PVI STA: 12+14.12
K: 20.01
60' VC
BV
C
S
:
1
1
+
8
4
.
1
2
BV
C
E
:
3
6
4
.
8
2
EV
C
S
:
1
2
+
4
4
.
1
2
EV
C
E
:
3
6
4
.
5
2
HI
P
T
:
1
2
+
0
4
.
1
0
EL
E
V
:
3
6
4
.
9
2
PVI: 364.02
PVI STA: 11+03.75
K: 50.03
100' VC
BV
C
S
:
1
0
+
5
3
.
7
5
BV
C
E
:
3
6
4
.
5
2
EV
C
S
:
1
1
+
5
3
.
7
5
EV
C
E
:
3
6
4
.
5
2
LO
W
P
T
:
1
1
+
0
3
.
7
8
EL
E
V
:
3
6
4
.
2
7
207 LF 12" CPEP @ 0.
7
0
%
365
370
375
380
385
88 LF 12" CPEP
69 LF 1
2
"
C
P
E
P
-2.00%
1.00%-2.00%
1.00%
PVI: 365.12
PVI STA: 12+14.12
K: 20.01
60' VC
BV
C
S
:
1
1
+
8
4
.
1
2
BV
C
E
:
3
6
4
.
8
2
EV
C
S
:
1
2
+
4
4
.
1
2
EV
C
E
:
3
6
4
.
5
2
HI
P
T
:
1
2
+
0
4
.
1
0
EL
E
V
:
3
6
4
.
9
2
PVI: 364.02
PVI STA: 11+03.75
K: 50.03
100' VC
BV
C
S
:
1
0
+
5
3
.
7
5
BV
C
E
:
3
6
4
.
5
2
EV
C
S
:
1
1
+
5
3
.
7
5
EV
C
E
:
3
6
4
.
5
2
LO
W
P
T
:
1
1
+
0
3
.
7
8
EL
E
V
:
3
6
4
.
2
7
207 LF 12" CPEP @ 0.7
0
%
N
GRAPHIC SCALE
0 50 100 FEET
1" = 50 FEET
25
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: October 8, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-ROAD&PROF.dwg
C3.7
17
JACKSON STREET
PLAN & PROFILE
JACKSON STREET SE PROFILE (STA. 9+00 - STA. 17+50)
HORIZ. 1"=50', VERT. 1"=5'
JACKSON STREET SE PLAN - LOCAL ACCESS RESIDENTIAL (STA. 9+00 - STA. 17+50)
1"=50'
JACKSON ST. SE
EXISTING ELEVATION
@ CL OF ROAD
PROPOSED ELEVATION
@ CL OF ROAD
EXISTING GRADE
@ CL OF ROAD
PROPOSED GRADE
@ CL OF ROAD
END ROAD
CONSTRUCTION
MATCH EXISTING
R
O
A
D
1
RO
A
D
2
BE
R
R
Y
VA
L
L
E
Y
SEE
C3.6
SEE C3.8
SEE C3.4
SEE C3.8
D
C3.10 A
C3.9
10' UTILITY
EASEMENT (TYP.)
56'
ROW
10' UTILITY
EASEMENT (TYP.)
SEE SHEET C5.2 FOR
TRACT L POND DESIGN
CONSTRUCT WEDGE CURB
AT END OF RAOD
10/09/2024
2 1
TRACT 'L'
3
4
s
s s
s
s
2+00
3+003+00
3
6
4
36
8
3
7
6
3
6
4
CB#24
CB#23
CB#22
STA: 1+00 ROAD 1=
STA: 11+82.47 JACKSON
STA:2+84.45
END ROAD
IMPROVEMENTS
345
350
355
360
365
370
375
380
345
350
355
360
365
370
375
380
0+50 1+00
36
4
.
4
0
1+50
36
4
.
4
9
36
5
.
1
1
2+00
36
6
.
2
2
36
7
.
4
2
2+50
36
8
.
6
2
36
9
.
8
2
3+00
2.00%
4.80%
PVI: 363.81
PVI STA: 1+49.75
K: 11.76
80' VC
BV
C
S
:
1
+
0
9
.
7
5
BV
C
E
:
3
6
4
.
6
1
EV
C
S
:
1
+
8
9
.
7
5
EV
C
E
:
3
6
5
.
7
3
LO
W
P
T
:
1
+
3
3
.
2
8
EL
E
V
:
3
6
4
.
3
7
PROPOSED WATER MAIN
STA: 11+79.13, 19.15 L
IE: 358.29 12" (S)
IE: 355.15 12" (W)
IE: 355.15 12" (E)
RIM: 364.46
CB#22, 48" TYPE 2
STA: 1+34.09, 10.39 R
IE: 355.68 12" (N)
IE: 355.68 12" (W)
IE: 355.68 8" (S)
RIM: 364.13
CB#23, 48" TYPE 2
STA: 1+00.00
ELEV: 364.52
INTERSECTION
JACKSON ST SE
66 LF 12" CPEP
@ 3.24%53 LF 12" CPEP
@ 1.00%
2-INCH SEWER FM
STA: 2+84.45
ELEV: 370.25
END ROAD
IMPROVEMENTS
51
50
49
108 106 105
53 54
42
41
46
47
97
TRACT 'L'
104107
109
43
48
55
45
TRACT 'H'
44
52
3
100
99
103
98
4
40
s sss
s
s
s s
s
s
ssss
s
ss
s
s
s
s s
s
s
s
s
s
s
s
CB#2
3
6
4
3
6
2
360
358
356
354
3
5
6
3
5
8
35
2
35
4
3
5
6
3
5
4
360
362364
3
6
4
362
3
6
4
3
5
0
3
6
0
3
5
2
3
5
4
3
5
6
3
5
8
CB#24
CB#23
CB#22
CB#33
CB#36
CB#37
CB#38
CB#26
CB#25
CB#27
CB#32
CB#35
CB#34
STA: 7+06.91 ROAD 2=
STA: 14+37.61 JACKSON
STA: 1+00 ROAD 1=
STA: 11+82.47 JACKSON
2+0
0
3+0
0
4+00
5+00 6+00 7+00
STA: 1+00 BERRY VALLEY=
STA: 16+06.86 JACKSON
35
6
358
92
84
91
89
88
87
85
86
90
s
s
s
s
s
s
s
s
s
ss
s
s
s
s
3
5
8
35
8
356
354
36
6
36
4
36
2
36
0 358
3
6
8
3
6
4
358
35
2
354
36
0
35
8
36
2
STA: 2+75.47 ROAD 3=
STA: 5+15.77 BERRY VALLEY
CB#3
CB#4
CB#5
36
0
36
2
3
6
4
3
6
6
2+00
4+
0
0
5+
0
0
6+
0
0
337
340
345
350
355
360
365
370
337
340
345
350
355
360
365
370
0+50
35
0
.
9
7
1+00
35
1
.
2
2
35
1
.
4
7
1+50
35
1
.
7
2
35
1
.
9
7
2+00
35
2
.
2
2
35
2
.
4
7
2+50
35
2
.
7
2
35
2
.
9
7
3+00
35
3
.
2
2
35
3
.
4
7
3+50
35
3
.
7
2
35
4
.
0
0
4+00
35
4
.
3
5
35
4
.
7
5
4+50
35
5
.
2
2
35
5
.
7
2
5+00
35
6
.
2
2
35
6
.
7
2
5+50
35
7
.
2
2
35
7
.
7
2
6+00
35
8
.
2
2
35
8
.
7
2
6+50
35
9
.
2
2
35
9
.
7
2
7+00
36
0
.
2
2
7+50
2-INCH SEWER FM
1.00%
2.00%
PVI: 354.22
PVI STA: 4+00.00
K: 100.00
100' VC
BV
C
S
:
3
+
5
0
.
0
0
BV
C
E
:
3
5
3
.
7
2
EV
C
S
:
4
+
5
0
.
0
0
EV
C
E
:
3
5
5
.
2
2
PROPOSED WATER MAIN
STA: 0+65.06, 17.99 L
IE: 348.30 12" (NE)
IE: 348.30 12" (SE)
RIM: 350.43
CB#33, CB TYPE 1
CB#32, CB TYPE 1
STA 0+67.84, 18.16R
RIM: 350.45
IE: 348.48 12" (NW)
STA: 1+61.37, 17.89 L
IE: 345.63 12" (SW)
IE: 345.63 12" (NE)
IE: 347.92 12" (SE)
IE: 346.13 8" (NW)
RIM: 351.45
CB#34, 48" TYPE 2
CB#35, 48" TYPE 2
STA 1+61.37, 17.89R
RIM: 351.45
IE: 348.28 12" (NW)
IE: 348.28 8" (SE)
STA: 3+66.05, 17.89 L
IE: 344.59 12" (SW)
IE: 344.59 12" (E)
IE: 345.09 8" (NW)
RIM: 353.51
CB#36, 48" TYPE 2 CB
STA: 4+56.52, 18.72 R
IE: 348.31 12" (N)
IE: 348.31 8" (S)
RIM: 354.89
CB#38, CB TYPE 1
CB#37, 48" TYPE 2 CB
STA 4+56.52, 17.87L
RIM: 354.97
IE: 344.10 12" (W)
IE: 344.10 12" (E)
IE: 344.10 12" (S)
IE: 344.60 8" (N)
CB#27, CB TYPE 1
STA 14+60.96, 18.72' R
RIM: 358.97
IE: 354.10 12" (W)
IE: 354.60 8" (E)
CB#25, CB TYPE 1
STA 14+26.38, 21.74' L
RIM: 359.94
IE: 353.10 12" (N)
STA: 14+60.83, 21.54 L
IE: 342.96 12" (W)
IE: 342.96 12" (E)
IE: 342.96 12" (N)
IE: 342.96 12" (S)
RIM: 358.68
CB#26, 48" TYPE 2 CB
STA: 0+75.00
ELEV: 350.97
CENTER CDS
STA: 7+06.91
ELEV: 360.36
INTERSECTION
JACKSON ST SE
36 LF 12" DI CL52
@ 0.50%
36 LF 12" CPEP @ 1.00%
37 LF 12" CPEP @ 11.50%
34 LF 12" CPEP
@ 29.43%
90 LF
1
2
"
D
I
C
L
5
2
@ 2.9
5
%
208 LF 12" CPEP @ 0.50%98 LF 12" CPEP
@ 0.50%228 LF 12" CPEP @ 0.50%
40 LF 12" CPEP
@ 27.67%
343
345
350
355
360
365
370
375
343
345
350
355
360
365
370
375
0+50 1+00
36
4
.
6
9
36
3
.
1
9
1+50
36
1
.
6
9
36
0
.
1
9
2+00
35
8
.
7
7
35
7
.
9
4
2+50
35
7
.
7
7
35
8
.
1
9
3+00
2-INCH SEWER FM
2.00%
6.
0
0
%
PVI: 357.19
PVI STA: 2+25.00
K: 9.38
75' VC
BV
C
S
:
1
+
8
7
.
5
0
BV
C
E
:
3
5
9
.
4
4
EV
C
S
:
2
+
6
2
.
5
0
EV
C
E
:
3
5
7
.
9
4
LO
W
P
T
:
2
+
4
3
.
7
5
EL
E
V
:
3
5
7
.
7
5
PROPOSED WATER MAIN
STA: 2+43.75, 15.50' R
IE: 353.58 12" (W)
IE: 353.58 12" (NE)
RIM: 357.32
CB#4, CB TYPE 1
STA: 2+43.75, 15.50' L
IE: 353.89 12" (E)
IE: 354.39 8" (SW)
RIM: 357.95
CB#3, CB TYPE 1
STA: 1+00.00
ELEV: 364.69
CENTER CDS
STA: 2+75.00
ELEV: 358.19
INTERSECTION
BERRY VALLEY ROAD SE
31 LF 12" CPEP @ 1.00%35 LF 12" CPEP
@ 3.34%
STA: 5+61.77, 14.92 R
IE: 352.42 12" (SW)
IE: 352.42 12" (E)
RIM: 356.64
CB#5, CB TYPE 1
N
GRAPHIC SCALE
0 50 100 FEET
1" = 50 FEET
25
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: October 8, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-ROAD&PROF.dwg
C3.8
18
ROAD 1, ROAD 2 &
ROAD 3 PLAN &
PROFILE
ROAD 1 PROFILE
HORIZ. 1"=50', VERT. 1"=5'
EXISTING ELEVATION
@ CL OF ROAD
PROPOSED ELEVATION
@ CL OF ROAD
EXISTING GRADE
@ CL OF ROAD
PROPOSED GRADE
@ CL OF ROAD
SEE C3.7
SEE
C3.7
SEE C3.7 ROAD 3
J
A
C
K
S
O
N
N
ROAD 3 - LOCAL ACCESS RESIDENTIAL
1"=50'
ROAD 1 - LOCAL ACCESS RESIDENTIAL
1"=50'
SEE C3.4
SEE C3.4
ROAD 2 - LOCAL ACCESS RESIDENTIAL
1"=50'
SEE C3.7
ROAD 2 PROFILE
HORIZ. 1"=50', VERT. 1"=5'
ROAD 3 PROFILE
HORIZ. 1"=50', VERT. 1"=5'
EXISTING ELEVATION
@ CL OF ROAD
PROPOSED ELEVATION
@ CL OF ROAD
EXISTING ELEVATION
@ CL OF ROAD
PROPOSED ELEVATION
@ CL OF ROAD
EXISTING GRADE
@ CL OF ROAD
EXISTING GRADE
@ CL OF ROAD
PROPOSED GRADE
@ CL OF ROAD
BE
R
R
Y
V
A
L
L
E
Y
J
A
C
K
S
O
N
ROAD 2
ROAD 1
N
D
C3.10
D
C3.10
D
C3.10
GRAPHIC SCALE
0 50 100 FEET
1" = 50 FEET
25
GRAPHIC SCALE
0 50 100 FEET
1" = 50 FEET
25
PROPOSED GRADE
@ CL OF ROAD
56'
ROW
10' UTILITY
EASEMENT (TYP.)
10' UTILITY
EASEMENT (TYP.)
10' UTILITY
EASEMENT (TYP.)
56'
ROW
10' UTILITY
EASEMENT (TYP.)
10' UTILITY
EASEMENT (TYP.)
56'
ROW
10' UTILITY
EASEMENT (TYP.)
10/09/2024
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: October 8, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-ROAD&PROF.dwg
C3.9
19
ROAD SECTIONS
0.25' HMA CI. 1/2" PG 64-22
0.17' CSTC
0.67' GRAVEL BASE
COMPACTED SUBGRADE
2%2%2%2%
56' RIGHT OF WAY
CEMENT CONCRETE
SIDEWALK PER YELM
DWG. NO. 2-11
RO
W
RO
W
28' RIGHT OF WAY
16'
FL
O
W
L
I
N
E
7'
LANDSCAPE
5'
SIDEWALK
CL PROFILE GRADE
2%2%
16'
FL
O
W
L
I
N
E
7'
LANDSCAPE
5'
SIDEWALK
28' RIGHT OF WAY
CEMENT CONCRETE BARRIER
CURB AND GUTTER PER YELM
DETAIL 2-13
2%
CL PROFILE GRADE2%
16'
FL
O
W
L
I
N
E
5.5'
SIDEWALK
2%
2%
16'
FL
O
W
L
I
N
E
5.5'
END OF ARCH
CULVERT
RETAINING/
HEADWALL
APPROX. 6FT
HEIGHT
SIDEWALK
A NOT TO SCALE
BERRY VALLEY ROAD (STA 1+50 TO 13+09 NEIGHBORHOOD COLLECTOR)
B NOT TO SCALE
BERRY VALLEY ROAD NARROWED SECTION AT THOMPSON CREEK
(STA 13+52 TO 14+43 NEIGHBORHOOD COLLECTOR)
C NOT TO SCALE
BERRY VALLEY ROAD - OFFSITE
(STA 14+43 TO 17+87 NEIGHBORHOOD COLLECTOR)
2%
VARIES 16'-10' (STA 14+43 TO15+17)
10' (STA 15+17 TO 17+87)
CL PROFILE GRADE
2%2%
16'
FL
O
W
L
I
N
E
7'
LANDSCAPE
5'
SIDEWALK
2:1 MAX TO MATCH EXISTING GRADE
2:1 MAX TO MATCH EXISTING GRADE
STORM SYSTEM
AS REQUIRED
VARIES
3.2-3.3'
EX
R
O
A
D
CL
&
C
R
O
W
N
EX
I
S
T
I
N
G
R
O
W
VARIES
19.7'-19.8'
VARIES
26.8'-27.4'
EX
I
S
T
I
N
G
R
O
W
PR
O
P
O
S
E
D
R
O
W
ROW DEDICATION
0.7'-1.1'
EXISTING ROAD
PAVEMENT 9.0'
EXISTING ROAD
PAVEMENT 9.0'
VARIES
~2.2'
EX
R
O
A
D
CL
&
C
R
O
W
N
EXISTING ROAD
PAVEMENT VARIES > 9.5'
EXISTING ROAD
PAVEMENT 8.8'
EX
I
S
T
I
N
G
R
O
W
VARIES
> 20.3'
VARIES
>31'
PR
O
P
O
S
E
D
R
O
W
23'
5'
PR
O
P
O
S
E
D
R
O
W
28'
2'
SHOULDER
0.25' HMA CI. 1/2" PG 64-22
0.17' CSTC
0.67' GRAVEL BASE
COMPACTED SUBGRADE
10'
DRY UTILITY EASEMENT
2'
STORM
EASEMENT
10'
DRY UTILITY EASEMENT
2'
STORM
EASEMENT
CONSTRUCTION / ROAD CENTERLINE
CONSTRUCTION / ROAD CENTERLINE
CONSTRUCTION / ROAD CENTERLINE
CEMENT CONCRETE
SIDEWALK PER YELM
DWG. NO. 2-11
CEMENT CONCRETE BARRIER
CURB AND GUTTER PER YELM
DETAIL 2-13
3:1 SLOPE
0.50' GRAVEL
PROPOSED 8" WATER,
3.5' TYP. COVER
3.
5
'
PROPOSED 8" WATER,
3.5' TYP. COVER
3.
5
'
PROPOSED 8" WATER
11.00'
PROPOSED SEWER
FORCEMAIN, SIZE VARIES
5.5' TYP. COVER
5.
5
'
11.00'
1 NOT TO SCALE
HAND RAILING
PEDESTRIAN RAILING
WHERE WALL HEIGHT
EXCEEDS 30"
1
C3.9
1.0', MIN
10/09/2024
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: October 8, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-ROAD&PROF.dwg
C3.10
20
ROAD SECTIONS
2%
2%2%2%
2%
56' RIGHT OF WAY
CL
O
F
R
O
W
CEMENT CONCRETE
SIDEWALK PER YELM
DWG. NO. 2-11
CEMENT CONCRETE ROLLED
CURB AND GUTTER PER YELM
DWG. NO. 2-13
RO
W
RO
W
30.5' RIGHT OF WAY25.5' RIGHT OF WAY
2.5'
18.5'
FL
O
W
L
I
N
E
1'
BA
C
K
O
F
C
U
R
B
6'
LANDSCAPE
5'
SIDEWALK
18.5'
FL
O
W
L
I
N
E
1'
BA
C
K
O
F
C
U
R
B
6'
LANDSCAPE
CL PROFILE GRADE
D NOT TO SCALE
ROAD 1 - 3
& JACKSON STREET (LOCAL ACCESS RESIDENTIAL)
10'
DRY UTILITY EASEMENT
2'
STORM
EASEMENT
10'
DRY UTILITY EASEMENT
2'
STORM
EASEMENT
CONSTRUCTION / ROAD CENTERLINE
0.25' HMA CI. 1/2" PG 64-22
0.17' CSTC
0.67' GRAVEL BASE
COMPACTED SUBGRADE
PROPOSED 8" WATER,
3.5' TYP. COVER
3.
5
'
11.00'
PROPOSED SEWER
FORCEMAIN, SIZE VARIES
5.5' TYP. COVER
5.
5
'
11.00'
10/09/2024
S3° 21' 19"E
49.73'
CB#39
CB TYPE 1
RIM: 329.21
IE: 327.21 12" (N)
CB#40
CB TYPE 1
RIM: 329.21
IE: 327.06 12" (S)
IE: 327.06 12" (E)
30 LF 12" DI @ 0.50%
25
7
L
F
1
2
"
D
I
@
0
.
5
8
%
33
0
33
0
33
0
3
2
8
BE
R
R
Y
V
A
L
L
E
Y
R
D
S
E
10+00
10+50 11+00
11+50 11+75
51.00' R.O.W.
3
C3.11
ST
A
:
1
0
+
3
5
.
0
0
ST
A
:
1
0
+
6
5
.
9
8
0
0
ST
A
:
1
0
+
7
5
.
0
0
ST
A
:
1
1
+
2
0
.
4
4
0
0
S
T
A
:
1
1
+
4
0
.
0
0
S
T
A
:
1
1
+
6
5
.
8
6
3
2
7
3
2
8
3
2
9
32
9
3
3
0
330
32
9
14
+
0
0
14
+
5
0
15
+
0
0
PT: 14+06.13
FG: 323.68
FG: 323.33 FG: 323.70
FG: 323.73
FG: 323.69
FG: 323.49
FG: 324.43 FG: 323.56
FG: 323.91
FG: 324.13
PROPOSED ARCH PIPE BOX
CULVERT, SEE SHEET C3.12
FOR MORE INFORMATION
NO SLOPE CREEK
FG: 324.6
OHWM
FG: 324.6
OHWM
FG: 324.3
OHWM
FG: 324.3
OHWM
FG: 324.8
OHWM
FG: 324.8
OHWM
EDGE OF WETLAND
EDGE OF WETLAND FG: 324.3
OHWM
316
320
325
330
335
316
320
325
330
335
10+00 10+50
32
9
.
8
6
11+00
32
9
.
7
1
11+50
38 LF 24" EXST. CONC. @ - -0.56%
EXISTING GRADE ELEVATION AT SECTION LINE
PROPOSED GRADE AT
CULVERT CENTERLINE
EXISTING GRADE
AT SECTION LINE
APPROX. 6' TALL
HEADWALL
3:1
1.
7
1
'
EXISTING ROW /
PROPERTY LINE
PROPOSED 8" WATER
ROW
BE
R
R
Y
V
A
L
L
E
Y
R
D
S
E
CE
N
T
E
R
L
I
N
E
55 LF 8'-9" SPAN x 2-6" RISE
CULVERT @ 0.00%
PROPOSED GRADE ELEVATION AT SECTION LINE
STA: 10+57.88
SCALE: H:20, V:2
316
320
324
328
332
336
316
320
324
328
332
336
0 10 200-10-20
STA: 10+75.00
SCALE: H:20, V:2
316
320
324
328
332
336
316
320
324
328
332
336
0 10 200-10-20
STA: 10+35.00
SCALE: H:20, V:2
312
316
320
324
328
332
336
312
316
320
324
328
332
336
0 10 200-10-20
STA: 11+20.44
SCALE: H:20, V:2
312
316
320
324
328
332
336
312
316
320
324
328
332
336
0 10 200-10-20
STA: 11+40.00
SCALE: H:20, V:2
312
316
320
324
328
332
336
312
316
320
324
328
332
336
0 10 200-10-20
STA: 11+65.86
SCALE: H:20, V:2
316
320
324
328
332
336
316
320
324
328
332
336
0 10 200-10-20
EXISTING GRADE
AT SECTION LINE
EXISTING GRADE
AT SECTION LINE
EXISTING GRADE
AT SECTION LINE
EXISTING GRADE
AT SECTION LINE
EXISTING GRADE
AT SECTION LINE
EXISTING GRADE
AT SECTION LINE
PROPOSED
CULVERT
PROPOSED
CULVERT
319
320
325
330
335
340
319
320
325
330
335
340
13+50
33
0
.
2
5
33
0
.
0
6
14+00
32
9
.
8
8
32
9
.
6
9
14+50
32
9
.
5
1
14+75
32
9
.
3
2
0.74%
EXISTING 24" PIPE
TO BE REMOVED
PROPOSED GRADE AT ROAD CENTERLINE
ELEV: 324.14 1.50' MIN COVER
EXISTING 24" PIPE
TO BE REMOVED
INSTALL 16" STEEL CASING
CULVERT FOOTING
3
C3.12
PROPOSED ARCH PIPE BOX
CULVERT, SEE SHEET C3.12
FOR MORE INFORMATION
N
GRAPHIC SCALE
0 20 40 FEET
1" = 20 FEET
10
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: October 8, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-CREEK.dwg
C3.11
21
THOMPSON CREEK
CROSS SECTIONS
3 SCALE: H:1" = 20', V:1" = 5'
THOMPSON CREEK CULVERT PROFILE1SCALE: H:1" = 20', V:1" = 2'
THOMPSON CREEK CROSS SECTIONS
2 SCALE: H:1" = 20', V:1" = 5'
CULVERT CROSS SECTION
CULVERT
FOOTING
SECTION AT CULVERT OUTLET
SECTION AT CULVERT OUTLET
OHWM ELEV: 324.3
OHWM ELEV: 324.6OHWM ELEV: 324.6
OHWM ELEV: 324.1
OHWM ELEV: 324.3 OHWM ELEV: 324.3
OHWM ELEV: 324.8
OHWM ELEV: 324.6
THOMPSON CREEK CULVERT CROSSING.
REFER TO SEPARATE HPA PERMIT FOR
ADDITIONAL REQUIREMENTS.
10/09/2024
INSIDE
STRUCTURE
FG INSIDE CULVERT
INSIDE
STRUCTURE
FG INSIDE CULVERT
4" MIN.
8" WATER MAIN
CROSSING
NOTES:
1.) SCOUR POTENTIAL HAS NOT BEEN ADDRESSED IN THIS DESIGN.
2.) THE ALLOWABLE BEARING CAPACITY SHALL BE FIELD VERIFIED
PRIOR TO CONSTRUCTION BY A COMPETENT GEOTECHNICAL ENGINEER.
ALLOWABLE BEARING CAPACITY = 4,000 psf
HEIGHT OF COVER = 1.4 TO 2.5 ft
2"
2"
10"
10"
2'
2'
4"
4"
SPREAD FOOTING
SPREAD FOOTING
WORKING POINT SPAN
(8'-5")
8'-9" SPAN
WORKING POINT SPAN
(8'-5")
8'-9" SPAN
NON-METALIC, NON-SHRINK GROUT
OR 4,000 PSI FIBER-REINFORCED
CONCRETE W/ SMALL AGGREGATE
NON-METALIC, NON-SHRINK GROUT
OR 4,000 PSI FIBER-REINFORCED
CONCRETE W/ SMALL AGGREGATE
SUPPORT FOR
CARRIER PIPE
INSIDE CASING
PER DETAIL
2' MIN.
2' MIN.
70.03°
7 1 4"
APPROXIMATE AREA = 18.4 SQ. FT.
8'-9"
2'-6"
REINFORCING
RIB
R24'-9 1 2"
R2'-6 14"
FG INSIDE CULVERT
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: October 8, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-CREEK.dwg
C3.12
22
THOMPSON CREEK
CROSSING DETAILS
STEEL CASING PIPE
1 NOT TO SCALE
OPEN BOTTOM BOX CULVERT DETAIL
2 NOT TO SCALE
CULVERT FOOTING DETAIL
3 NOT TO SCALE
SUPPORT FOR CARRIER PIPE INSIDE CASING
10/09/2024
350
349
35
1
35
2
353
354
350
35
3
1+00
1+50
PI
:
1
+
0
0
.
0
0
15
+
5
0
16
+
0
0
16
+
5
0
PROVIDE STOP / STREET SIGN
STA:1+44.72, 19.90' LT
BERRY VALLEY ROAD SE
JA
C
K
S
O
N
S
T
.
S
E
BCR
STA: 1+51.00, 16.00' LT
FL: 349.82
BCR
STA: 1+46.00, 16.00' RT
FL: 349.84
3
5
1
352
3
5
3
3543
5
4
354
350
34
9
351
352
353
CB#2
RIM: 349.84CB#27
RIM: 352.39
CB#1
RIM: 349.84
1.74
%
1.
7
0
%
5.0'
5.0'
5.0'
5.0'
FL: 353.38
FL: 353.46
FL: 353.59
FL: 353.68
FL: 351.42
FL: 351.51
FL: 349.21
FL: 349.13
FL: 349.20
FL: 349.13
1/2 Δ
FL: 349.17
1/2 Δ
FL: 351.84
FG: 353.11
FG: 353.20
FG: 352.01
FG: 351.92
FG: 353.88
FG: 353.95
FG: 349.62
FG: 349.70
FG: 349.63
FG: 349.71
7
.
5
0
%
7.50%
1.
5
0
%
7.5
0
%
7.50%
7.50%
5.0'
1.
5
0
%
6.5'
6.5'
1.0'
5.0'
6.5'
FG: 350.42
FG: 350.32
FG: 349.81
FG: 349.73
FG: 349.41
FG: 349.31
2.0
0
%
2.0
0
%
7.
6
2
%
5
.
3
3
%
2.00%
2.0
0
%
1
.
6
1
%
6.2'
9.0'
2.00%
3.
6
8
%
7.
9
4
%
2.00%
2.00%
1.
5
0
%
FG: 349.49
FG: 349.39
FG: 349.72
FG: 349.80
FG: 350.51 FG: 350.41
35
0
349
3
5
1
3
5
2
3
5
3
1.74
%
7.7
2
%
1.
8
8
%
1.00%
1.00%
0
.
5
0
%
0
.
5
0
%
9.31%
FG: 351.95
FG: 352.03
FG: 350.45
FG: 350.55
FG: 353.25
FG: 353.16
2.
0
0
%
5.0'
15.0'
14.6'6.0'
12.0'
5.
4
9
%
2.00%
1.
5
0
%
8.
0
1
%
2.00%
2.00%
FG: 353.65
FG: 353.55
FG: 353.98
FG: 354.05
FG: 355.02
FG: 354.92
S88° 41' 33"E
608.73'
PROVIDE MONUMENT
JACKSON STA:15+48.35, 0.00'
PROVIDE MONUMENT
JACKSON STA: 16+06.86 =
BERRY VALLEY STA: 0+99.99
ECR
STA: 16+57.86, 16.00' RT
FL: 348.04
ECR
STA: 15+55.86, 11.00' RT
FL: 353.75
10.0' UTILITY
EASEMENT
TC: 354.25
TC: 354.18
ROW
1
1
1
1
1
2
2
2
22
2
2
2
2
2
2
2
2
R25.00'
R25.00'
55
56
57 59
97
CONSTRUCTION
CENTERLINE
Δ=90°00'00"
R=35.00'
L=54.98'
Δ=90°00'00"
R=35.00'
L=54.98'
35
7
358
358
4+50
5+00
5+50
2+
5
0
3+
0
0
3+
0
0
PROVIDE MONUMENT
BERRY VALLEY STA: 5+15.77 =
ROAD 3 STA: 2+75.47
BERRY VALLEY ROAD SE
RO
A
D
3
35
735
8
359
359
ECR
STA: 4+69.77, 16.00' RT
FL: 358.39
ECR
STA: 5+61.77, 16.00' RT
FL: 356.62
BCR
STA: 2+24.47, 11.00' LT
FL: 357.67 BCR
STA: 2+24.47, 11.00' RT
FL: 357.67
CB#3
RIM: 357.95
CB#4
RIM: 357.32
CB#5
RIM: 356.64
4.0'
7.5'
7
.
5
0
%
1.5
0
%
7.78
%
9.7
0
%
5.0'
5.0'
2.
0
0
%
1
.
3
2
%
7.84%
6.5'
5.0'
FL: 358.09
FL: 358.01 TC:357.17
FL: 357.17
TC:357.11
FL: 357.11
TC:357.81
FL: 357.31
TC:357.51
FL: 357.01
FL: 357.29FL: 357.37
1/2 Δ
FL: 358.03
1/2 Δ
FL: 357.14
FG: 359.00
FG: 359.10
FG: 357.68
FG: 357.74
FG: 357.85
FG: 357.51
FG: 357.43
FG: 357.63
2.
0
0
%
1.50%
5.0'
2.00%
0.54%
2.
0
0
%
BC: 358.24
BC: 358.14
11.0'TC: 358.81
TC: 358.74
6.5'
9.0'6.0'5.0'
2.
0
0
%
2.
0
0
%
2.
0
0
%
FG: 358.34 FG: 357.61 FG: 357.53
FG: 357.84
FG: 358.24 FG: 357.74
8.14%1.50%5.13%
3
5
7
358
S88° 41' 33"E
608.73'S88° 41' 33"E
608.73'
N1
°
1
8
'
2
7
"
E
17
5
.
4
7
'
CONSTRUCTION
CENTERLINE
10.0' UTILITY
EASEMENT
1
1
FG: 357.82
FG: 357.76
1.5
0
%
2
.
0
0
%
1
2 2
1
2
2
ROW
ROLLED CURB
TRANSITION
TC: 357.98
TC: 358.17
TC: 358.17
TC: 357.98
R25.00'R25.00'
66 67
68
8591
Δ=90°00'00"
R=35.00'
L=54.98'
Δ=90°00'00"
R=35.00'
L=54.98'
ABBREVIATIONS
STA STATION
EG EXISTING GRADE
FG FINISH GRADE
FL FLOW LINE
TC TOP OF CURB
BC BOTTOM OF CURB
LT LEFT
RT RIGHT
BCR BEGIN CURB RADIUS
ECR END CURB RADIUS
L LENGTH
R RADIUS
HP HIGH POINT
LP LOW POINT
KEYNOTES
ADA RAMP LANDING. SLOPE NOT TO EXCEED
2% IN ANY DIRECTION.
ADA RAMP. SLOPE SHALL NOT EXCEED 8.3% IN
DIRECTION OF TRAVEL UNLESS APPLYING
15-FOOT MAXIMUM LENGTH. CROSS SLOPES
SHALL NOT EXCEED 2%.
1
2
N
GRAPHIC SCALE
0 10 20
1" = 10 FEET
5
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: September 10, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-INTX.dwg
C4.1
23
INTERSECTION
DETAILS
2 SCALE: 1" = 10'
BERRY VALLEY RD SE & JACKSON ST SE INTERSECTION 3 SCALE: 1" = 10'
BERRY VALLEY RD SE & ROAD 3 INTERSECTION
5'
5.0'
6'
8'
ROLLED CURB
TRANSITION
CEMENT CONCRETE BARRIER
CURB AND GUTTER
TA
P
E
R
M
A
I
N
T
A
I
N
E
D
G
E
O
F
C
O
N
C
R
E
T
E
C
U
R
B
CEMENT CONCRETE ROLLED
CURB & GUTTER
3'
H
A
N
D
TR
O
W
E
L
L
E
D
SE
C
T
I
O
N
1 NOT TO SCALE
CURB TRANSITION DETAIL
1
C4.1
1
C4.1
N
GRAPHIC SCALE
0 10 20
1" = 10 FEET
5
10/09/2024
3
6
5
36
5
3
6
2
3
6
3
3
6
4
11
+
5
0
1
2
+
0
0
0+50
1+00
PROVIDE STOP / STREET SIGN
STA:1+34.14, 15.32' LT
ROAD 1
J
A
C
K
S
O
N
S
T
.
S
E
3
6
5
36
5
CB#22
RIM: 364.13
CB#23
RIM: 364.13
CB#21
RIM: 364.46
FL: 364.50
FL: 364.55
FL: 364.44
FL: 364.34
1/2 Δ
FL: 364.24
1/2 Δ
FL: 364.09
TC: 364.23
TC: 364.23
FG: 364.02
FG: 364.12
FG: 364.85
FG: 364.88
5.0'
1.99%
1
.
0
5
%
BC: 363.69
BC: 363.64
7.10%
2
.
0
0
%
11.58%
14.73%
5.0'
6.0'
1.00'
5.00'
6.00'
N83° 40' 08"E
184.29'
L=230.02'
R
=2
2
7.5
0'
Δ=57°5
5'5
3"
L
=
2
3
0
.
0
2
'
R
=
2
2
7
.
5
0
'
Δ
=
5
7
°
5
5
'
5
3
"
N
6
°
1
9
'
5
2
"
W
2
9
7
.
0
5
'
1.99%FG: 364.98
FG: 364.95
PROVIDE MONUMENT
JACKSON STA:12+19.22, 0.00'
ECR
STA: 11+76.31, 31.01' RT
FL: 364.08
ECR
STA: 12+18.70, 11.00' RT
FL: 364.72
BCR
STA: 11+96.12, 36.59' RT
FL: 364.10
BCR
STA: 11+54.95, 11.00' RT
FL: 364.09
PROVIDE MONUMENT
JACKSON STA: 11+82.47 =
ROAD 1 STA: 1+00.00
CONSTRUCTION
CENTERLINE
1
.
9
7
%
10.0' UTILITY
EASEMENT
5.0'
1
1
2
2
0
.
4
2
%
ROW
R25.00'
3
4
TRACT L
TRACT F
Δ=90°00'00"
R=25.00'
L=39.27'
R25.00'
R197.00'
Δ=75°47'28"
R=25.00'
L=33.07'
10.0' UTILITY
EASEMENT
360
358
359
36
1
1
4
+
0
0
1
4
+
5
0
6+50
7+00
7+507+50
PROVIDE STOP / STREET SIGN
STA:6+72.98, 15.13' RT
J
A
C
K
S
O
N
S
T
.
S
E
ROAD 2
361
359
3
5
9
357
358
359
N
6
°
1
9
'
5
2
"
W
2
9
7
.
0
5
'
CB#25
RIM: 358.68
CB#24
RIM: 359.94
CB#26
RIM: 358.97
1/2 Δ
FL: 358.69
1/2 Δ
FL: 360.21
BC: 359.77
BC: 359.74
TC: 360.15
TC: 360.27
FG: 361.39
FG: 361.49
FL: 359.62
FL: 359.70
FL: 358.78
FG: 359.03
FG: 358.93
TC: 359.06
TC: 359.13
2
.
4
9
%
2.00%
2.00%
1
.
0
1
%
1
.
5
0
%
6.0'
5.0'
5.0'
15.0'
2.00%
1
1
.
4
7
%
1
.
9
3
%
0
.
7
4
%
0.50%
BC: 358.88
BC: 358.78
1.50%
S88° 41' 33"E
221.61'
N
6
°
1
9
'
5
2
"
W
2
9
7
.
0
5
'
ECR
STA: 14+79.43, 16.00' LT
FL: 358.16
ECR
STA: 14+54.65, 44.32' LT
FL: 359.15
BCR
STA: 14+30.89, 32.68' LT
FL: 359.45
ECR
STA: 14+06.12, 11.00' LT
FL: 360.98
PROVIDE MONUMENT
JACKSON STA: 14+37.61 =
ROAD 2 STA: 7+06.91CONSTRUCTION
CENTERLINE
CONSTRUCTION
CENTERLINE
10.0' UTILITY
EASEMENT
TC: 359.34 TC: 359.65
1
1
6.0'
2
2
6.0'
ROW
R25.00'
R25.00'98
99
100
101
104
55
Δ=97°38'19"
R=25.00'
L=42.60'
Δ=82°21'41"
R=25.00'
L=35.94'
ABBREVIATIONS
STA STATION
EG EXISTING GRADE
FG FINISH GRADE
FL FLOW LINE
TC TOP OF CURB
BC BOTTOM OF CURB
LT LEFT
RT RIGHT
BCR BEGIN CURB RADIUS
ECR END CURB RADIUS
L LENGTH
R RADIUS
HP HIGH POINT
LP LOW POINT
KEYNOTES
ADA RAMP LANDING. SLOPE NOT TO EXCEED
2% IN ANY DIRECTION.
ADA RAMP. SLOPE SHALL NOT EXCEED 8.3% IN
DIRECTION OF TRAVEL UNLESS APPLYING
15-FOOT MAXIMUM LENGTH. CROSS SLOPES
SHALL NOT EXCEED 2%.
1
2
N
GRAPHIC SCALE
0 10 20
1" = 10 FEET
5
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: September 10, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-INTX.dwg
C4.2
24
INTERSECTION
DETAILS
1 SCALE: 1" = 10'
JACKSON ST SE & ROAD 2 INTERSECTION 2 SCALE: 1" = 10'
JACKSON ST SE & ROAD 1 INTERSECTION
ROLLED CURB
TRANSITION
1
C4.1
N
GRAPHIC SCALE
0 10 20
1" = 10 FEET
5
10/09/2024
362
363
364
0+
5
0
1+
0
0
1+
5
0
RO
A
D
3
BCR
STA: 1+43.05, 18.50' LT
FL: 361.67
ECR, BCR
STA: 1+25.96, 25.25' LT
FL: 362.60
ECR, BCR
STA: 1+28.85, 27.23' RT
FL: 362.39
ECR
STA: 1+47.83, 18.50' RT
FL: 361.39
365
366
36
7
365
365
366
366
366
367
368
STA: 1+00.00, 0.00'
FG: 364.69
360
3
5
6
3
5
7
358359
360
361
1/2 Δ
FL: 366.61
3/4 Δ
FL: 364.501/4 Δ
FL: 364.83
7/8 Δ
FL: 363.451/8 Δ
FL: 363.72
3/8 Δ
FL: 365.94
5/8 Δ
FL: 365.55
10.0' UTILITY
EASEMENT
5.0'6.0'
N1
°
1
8
'
2
7
"
E
50
.
0
0
'
N1
°
1
8
'
2
7
"
E
17
5
.
4
7
'
R25.00'
ROW
R25.00'
86
87
88
89
90 Δ=43°06'01"
R=25.00'
L=18.81'
Δ=49°23'55"
R=25.00'
L=21.55'
Δ=272°29'56"
R=38.00'
L=180.73'
CONSTRUCTION
CENTERLINE
CENTER OF CUL-DE-SAC
STA:1+00.00, 2.50' RT
0+50
1+00
1+5
0
ROAD
2
3
5
0
3
5
1
35
1
351
351
351
35
2
BCR
STA: 1+54.48, 18.50' LT
FL: 351.33
ECR, BCR
STA: 1+29.83, 28.80' LT
FL: 350.86
ECR, BCR
STA: 1+25.66, 24.27' RT
FL: 350.92
BCR
STA: 1+39.36, 18.50' RT
FL: 351.18
STA: 1+61.37, 0.00'
FG: 351.84
L =6 1 .3 7 'R =2 0 2 .5 0 '
Δ =1 7 °2 1 '4 8 "
N63°
1
4
'
2
5
"
E
50.00
'
N45
°
5
2
'
3
7
"
E
167
.
3
4
'
STA: 1+00.00, 0.00'
FG: 351.22
3
5
0
3
4
7
3
4
8
3
4
9
CB#32
RIM: 350.43
CB#31
RIM: 350.45
CB#35
RIM: 351.45
CB#33
RIM: 351.45
1/2 Δ
FL: 350.76
3/4 Δ
FL: 350.64
1/4 Δ
FL: 350.61
7/8 Δ
FL: 350.78
1/8 Δ
FL: 350.74
3/8 Δ
FL: 350.48
5/8 Δ
FL: 350.50
10.0' UTILITY
EASEMENT
ROW
R50.00'
R25.00'
R25.00'
43
44
45
TRACT H
CONSTRUCTION
CENTERLINE
Δ=271°05'24"
R=38.00'
L=179.79'
Δ=57°32'54"
R=25.00'
L=25.11'
Δ=37°49'12"
R=25.00'
L=16.50'
CENTER OF CUL-DE-SAC
STA:1+00.00, 2.50' LT
ABBREVIATIONS
STA STATION
EG EXISTING GRADE
FG FINISH GRADE
FL FLOW LINE
TC TOP OF CURB
BC BOTTOM OF CURB
LT LEFT
RT RIGHT
BCR BEGIN CURB RADIUS
ECR END CURB RADIUS
L LENGTH
R RADIUS
HP HIGH POINT
LP LOW POINT
N
GRAPHIC SCALE
0 10 20
1" = 10 FEET
5
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: September 10, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-INTX.dwg
C4.3
25
INTERSECTION
DETAILS
1 SCALE: 1" = 10'
ROAD 3 CUL-DE-SAC 2 SCALE: 1" = 10'
ROAD 2 CUL-DE-SAC
5.0'6.0'
R50.00'
N
GRAPHIC SCALE
0 10 20
1" = 10 FEET
5
10/09/2024
DATE: September 10, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-INTX.dwg
C4.4
26
PUBLIC ROAD
NOTES & DETAILS
4"1.0'
SEE NOTE 1
GENERAL NOTES
1.MATERIALS AND CONSTRUCTION REQUIREMENTS
SHALL BE PER LATEST EDITION OF WSDOT STANDARD
SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL
CONSTRUCTION UNLESS OTHERWISE NOTED.
PL 6' MIN
FROM PL
DRIVEWAY PORTION OF
SIDEWALK TO BE 6" THICK
6'
20' MAX.
5' SIDEWALK PER CITY OF
YELM DWG NO. 2-11
BACK OF
CURB
6" THICK CEMENT
CONCRETE DRIVEWAY
2%2%
2%
4" CONCRETE
(6" @ DRIVEWAY LOCATIONS)
CEMENT CONCRETE
ROLLED CURB AND GUTTER
5' SIDEWALK 6' LANDSCAPE
1.SEE CITY OF YELM DWG. NO 2-11 FOR ADDITIONAL NOTES & DETAILS
2.MINIMUM CONCRETE DEPTH OF 6" IS REQUIRED AT ALL PROPOSED DRIVEWAY LOCATIONS
NOTES
1.DRIVEWAY LOCATIONS TO BE IDENTIFIED BY
THE CONTRACTOR PRIOR TO POURING THE
SIDEWALKS OR ALL SIDEWALKS SHALL BE 6"
THICK.
NOTES
1.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.
2.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.
3.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.
4.WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING ASPHALT SHALL BE
CUT TO A NEAT VERTICAL EDGE AND TACKED WITH ASPHALT EMULSION
TYPE CSS-1 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.
5.COMPACTION OF SUBGRADE, ROCK, AND ASPHALT SHALL BE IN
ACCORDANCE WITH THE STANDARD SPECIFICATIONS.
6.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.
7.CERTIFICATION AS TO CONFORMANCE SHALL BE PROVIDED TO THE CITY
PRIOR TO ACCEPTANCE OF WORK.
8.THE CONTRACTOR/DEVELOPER SHALL FURNISH AND INSTALL ALL
PERMANENT SIGNING.
GENERAL NOTES (STREET CONSTRUCTION)
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
6 NOT TO SCALE
ASPHALT WEDGE CURB 7 NOT TO SCALE
SIDEWALK DETAIL
8 NOT TO SCALE
DRIVEWAY PLACEMENT
1 NOT TO SCALE
ON-STREET PARKING 2 NOT TO SCALE
CEMENT CONCRETE SIDEWALK 3 NOT TO SCALE
CEMENT CONCRETE CURBS
4 NOT TO SCALE
CAST IN PLACE MONUMENT 5 NOT TO SCALE
STREET TREE
10/09/2024
6"
5.6'
2.0'
2.6'
1.4'
5.0' SIDEWALK
4.0'
MIN
DATE: September 10, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-INTX.dwg
C4.5
27
PUBLIC ROAD
NOTES & DETAILS
INSTALLATION REQUIREMENTS SPECIFIED IN USPS STD-4C INCLUDE:
1. AT LEAST ONE CUSTOMER COMPARTMENT SHALL BE POSITIONED LESS THAN 48" FROM THE FINISHED GRADE.
2. NO PARCEL LOCKER (INTERIOR BOTTOM SHELF) SHALL BE POSITIONED LESS THAN 15" FROM FINISHED GRADE.
3. NO PATRON (TENANT) LOCK SHALL BE POSITIONED MORE THAN 67" ABOVE FINISHED GRADE.
4. NO CUSTOMER COMPARTMENT (INTERIOR BOTTOM SHELF) SHALL BE POSITIONED LESS THAN 28" FROM FINISHED GRADE.
5. THE USPS ARROW LOCK SHALL BE POSITIONED 36"-48" ABOVE FINISHED GRADE.
1.19'
16 3 4"
62 3 4"
48 14"
30 12"
6"
18"MOUNT ON PEDESTAL
PROVIDED WITH
N.D.C.B.U. UNIT
18"
CEMENT CONCRETE
ROLLED CURB AND GUTTER
6.0' BUFFER
CONTRACTOR IS RESPONSIBLE TO VERIFY
MAILBOX CLUSTER LOCATIONS WITH USPS PRIOR
TO INSTALLATION.
CONTACT: JEM ROGERS, (360) 458-4715
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
1 NOT TO SCALE
MAILBOX PLACEMENT
10/09/2024
DATE: September 10, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-INTX.dwg
C4.6
27
PUBLIC ROAD
NOTES & DETAILS
1 NOT TO SCALE
PERMANENT BARRICADE
3 NOT TO SCALE
STOP SIGN
2 NOT TO SCALE
SIGN SUPPORT
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
10/09/2024
LEVEL-SPREADER DISPERSAL
TRENCH DISCHARGE
34
0
35
0
33
6
33
8
34
2
34
4
34
6
34
8
340
340
334
336
338
342
342
344
344
346
346
33
4
33
4
33
6
33
6
3
4
0
3
4
0
3
3
4
3
3
6
3
3
8
3
4
2
3
4
2
3
4
4
3
4
4
3
4
6
3
4
6
CB#31
RIM: 346.05
N 596246.00
E 1107030.87
IE: 338.31 12" (E)
IE: 338.31 12" (NW)
CNTRL#1
RIM: 346.84
N 596333.47
E 1106791.05
IE: 338.00 18" (E)
IE: 338.00 18" (NW)
IE: 335.15 8" (NE)
120 LF 12" CPEP @ 2.50%
66 LF 12" CPEP @ 3.53%
38 LF 18" CPEP @ 6.59%
43 LF 18" CPEP @ 5.14%
WEST POND DISPERSAL BASIN
RIM: 338.03
IE: 335.80 18" (SE)
OUTLET FROM WEST POND
IE: 335.50 18" (W)
OUTLET TO WEST POND
IE: 336.00 12" (SE)
34
0
35
0
342
344
346
34
8
10+
0
0
10+
5
0
11+00 11+50 12+00 12+50 13+00
15.0
0
'
A
C5.1
20
+
0
0
20
+
5
0
21
+
0
0
21
+
5
0
21
+
8
7
3
4
2
3
4
4
3
4
6
15
.
0
0
'
15
.
0
0
'
BW: 338.44
EW: 342.94
TW: 342.94
BW: 338.44
TW: 342.94
EW: 342.94
SITE RETAINING WALL TO
BE BIDDER DESIGNED
EMERGENCY
OVERFLOW SPILLWAY
5
C5.5
1
0
.
2
0
'
1
C5.1
1
C5.5
GRAVEL ACCESS
ROAD3
C5.5
R25
.
0
0
'
R
2
5
.
0
0
'
R25.00'
R2
6
.
5
0
'
R2
5
.
0
0
'
6' CHAINLINK FENCE
36 LF 8" 8" CPEP @ 0.98%
W POND GRAVITY DRAIN OUTLET
IE: 335.50 8" (SW)
BW: 338.44
TW: 342.94
330
335
340
345
350
330
335
340
345
350
34
0
.
0
0
10+50
34
6
.
0
1
33
7
.
7
8
11+00
33
4
.
0
0
33
4
.
0
0
11+50
33
4
.
0
0
33
7
.
0
0
12+00
33
3
.
0
0
33
3
.
0
0
12+50
34
0
.
2
4
34
7
.
2
3
2:1
3
:
1
2:1
2
:
1
3:1
BOTTOM OF WETPOND #1
ELEV: 334.00
BOTTOM OF WETPOND #2
ELEV: 333.00EXISTING GRADE ELEVATION AT SECTION LINE PROPOSED GRADE ELEVATION AT SECTION LINE
PROPOSED GRADE AT SECTION LINE
EXISTING GRADE AT SECTION LINE
15.00' POND ACCESS ROAD
PROPERTY LINE
PROPERTY LINE
LOT 57
PAD: 347.50
TOP FC STORAGE
ELEV: 345.00
WATER QUALITY
ELEV: 338.00
TOP SEDIMENT STORAGE
BOTTOM WQ
ELEV: 334.00
4.0'
1.0'
IE: 335.50
38 LF 18" CPEP @ 6.59%
43 LF 18" CPEP
@ 5.14%
CNTRL#1
RIM: 346.84
IE: 338.00 18" (E)
IE: 338.00 18" (NW)
IE: 335.15 8" (NE)
IE: 336.53
IE: 337.00
66 LF 12" CPEP @ 3.53%
TILL BERM. COMPACT IN 8" LIFTS (95%) TO
SATISFACTION OF GEOTECHNICAL ENGINEER
TILL BERM. COMPACT IN 8" LIFTS
(95%) TO SATISFACTION OF
GEOTECHNICAL ENGINEER
INTERNAL BERM
ELEV: 337.00
RETAINING WALL
BIDDER DESIGNED
3:1
3:1
3
:
1
3.00'
GRADING BENCH
4.50'3.00'
GRADING BENCH
IE: 335.50
4.5'
7.0'
330
335
340
345
350
330
335
340
345
350
34
6
.
0
1
20+50
33
8
.
4
4
33
4
.
0
0
21+00
33
4
.
0
0
33
4
.
3
0
21+50
34
4
.
1
3
33
9
.
3
1
EXISTING GRADE ELEVATION AT SECTION LINE PROPOSED GRADE ELEVATION AT SECTION LINE
PROPOSED GRADE
AT SECTION LINE
EXISTING GRADE
AT SECTION LINE
15.00' POND ACCESS ROAD
BOTTOM OF WETPOND #2
ELEV: 334.00
6:1
3
:
1
3
:
1
3:1
2
:
1
BOUNDARY LINE
PROPERTY LINE
LOT 51
PAD: 344.00 TOP FC STORAGE
ELEV: 345.00
WATER QUALITY
ELEV: 338.00
4.0'
7.0'
6.00'
BERM WIDTH
3:1
RETAINING WALL
BIDDER DESIGNED
TILL BERM. COMPACT IN 8" LIFTS
(95%) TO SATISFACTION OF
GEOTECHNICAL ENGINEER
RETAINING WALL
BIDDER DESIGNED
3.00'
GRADING BENCH
3.00'
GRADING BENCH
4.5'4.5'
3.00'
GRADING BENCH
N
GRAPHIC SCALE
0 20 40 FEET
1" = 20 FEET
10
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: October 8, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-POND.dwg
C5.1
29
TRACT E STORM
POND PLAN &
PROFILE
A SCALE: H:1" = 20', V:1" = 4'
POND SECTION 1 B SCALE: H:1" = 20', V:1" = 4'
POND SECTION 2
NOTES:
1.PIPE SUPPORTS AND RESTRICTOR SHALL BE OF SAME MATERIAL,
AND BE ANCHORED AT 3' MAX. SPACING BY 5/8" DIAM. STAINLESS
STEEL EXPANSION BOLTS OR EMBEDDED 2" IN WALL.
2.THE RESTRICTOR/SEPARATOR SHALL BE FABRICTED FROM .060"
ALUMINUM, OR .064" ALUMINIZED STEEL, OR .064" GALVANIZED
STEEL PIPE; IN ACCORDANCE WITH AASHTO M 36, M 196, M 197 AND
M 274. GALVANIZED STEEL SHALL HAVE TREATMENT 1.
3.OUTLET SHALL BE CONNECTED TO DRAIN PIPE WITH A STANDARD
COUPLING BAND FOR CORRUGATED METAL PIPE.
4.THE VERTICAL RISER STEM OF THE RESTICTOR SHALL BE THE SAME
DIAMETER AS THE HORIZONTAL OUTLET PIPE.
5.FRAME AND LADDER OR STEPS OFFSET SO THAT:
A. CLEANOUT GATE IS VISIBLE FROM TOP.
B. CLIMB DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE.
C. FRAME IS CLEAR OF CURB.SECTION
18" SD
FROM POND18" SD TO
DISPERSAL
TRENCH
IE= 338.00
PIPE SUPPORT(S): 3" x 0.090"
TOP OF FLAT SLAB = 346.17
ELEV = 345.00
8.0-INCH NOTCH
4.0-INCH FROM TOP PIPE
POLYPROPYLENE-COATED
STEEL STEPS OR LADDER.
CLEANOUT GATE:
SHEAR GATE
IE= 338.0
54" DIA.
2.
0
'
2.
0
'
1.0' MIN.
18
"
M
A
X
.
6"
MI
N
.
12" RISER
RESTRICTOR PLAN W/ ONE
1.47" ORIFICE.
ORIFICE ELEV = 336.00
RIM = 346.84
PLAN
18
"
O
U
T
18" IN
FROM
POND
T
O
C
O
U
N
T
Y
S
Y
S
T
E
M
1 NOT TO SCALE
WEST POND CONTROL STRUCTURE (CNTRL#1)TILL BERM. COMPACT IN 8" LIFTS
(95%) TO SATISFACTION OF
GEOTECHNICAL ENGINEER
1
C5.7
B
C5.1
10/09/2024
J
A
C
K
S
O
N
S
T
.
S
E
350
352
354
356
358
3
5
8
350
352
354
356
35
8
35
8
35
2
35
4
356
3
5
6
3
5
4
360
352
354
356
358
362
352
354
356
358
CB#22
RIM: 364.46
N 595847.25
E 1107180.82
IE: 358.29 12" (S)
IE: 355.15 12" (W)
IE: 355.15 12" (E)
CB#24
RIM: 364.13
CNTRL#2
RIM: 358.84
N 595871.59
E 1106964.35
IE: 354.00 18" (NE)
IE: 354.00 18" (S)
IE: 351.24 8" (N)
66 LF 12" CPEP
@ 3.24%
26 LF 18" CPEP @ 9.77%
31 LF 18" CPEP @ 4.09%
OUTLET FROM SOUTH POND
IE: 351.50 18" (SW)
OUTLET TO SOUTH POND
IE: 353.00 12" (E)
OUTLET SOUTH POND
IE: 352.75 18" (N)
3
6
0
3
5
2
3
5
4
3
5
6
3
5
8
3
6
2
A
C5.2
0+
0
0
1+
0
0
1
+
7
2
B
C5.2
JA
C
K
S
O
N
ST
.
S
E
1
C5.2
8.43'
EMERGENCY
OVERFLOW SPILLWAY
5
C5.5
GRAVEL ACCESS
ROAD3
C5.5
15
.
0
0
'
15
.
0
0
'
15.
0
0
'
R2
5
.
0
0
'
6' CHAINLINK FENCE
R
4
0
.
0
0
'
R40.00'
26 LF 8" 8" CPEP @ 1.00%
S POND GRAVITY DRAIN OUTLET
IE: 351.50 8" (S)
340
345
350
355
360
365
340
345
350
355
360
365
35
3
.
5
0
10+50
35
0
.
0
0
35
0
.
0
0
11+00
35
0
.
0
0
35
0
.
0
0
11+50
35
0
.
0
0
35
1
.
6
5
12+00
35
0
.
0
0
34
9
.
0
0
12+50
35
3
.
3
2
36
0
.
0
3
EXISTING GRADE ELEVATION
AT SECTION LINE
PROPOSED GRADE ELEVATION
AT SECTION LINE
PROPOSED GRADE AT
SECTION LINE
EXISTING GRADE AT SECTION LINE
2
:
1
3
:
1
2:1
2
:
1
3:1
TOP FC STORAGE
ELEV: 357.00
WATER QUALITY
ELEV: 354.00
TOP SEDIMENT STORAGE
BOTTOM WQ
ELEV: 350.00
4.0'
3.00'
1.0'
IE: 353.00
66 LF 12" CPEP @ 3.24%
1.0'
FREEBOARD
6.00' INTERNAL
BERM WIDTH
ELEV: 350.00
ELEV: 349.00
INTERNAL BERM
ELEV: 353.003.50'
3.00'
BENCH
3.50'3:1
3.50'
3.00'
BENCH
343
345
350
355
360
343
345
350
355
360
35
7
.
7
9
0+50
35
4
.
2
3
35
0
.
0
0
1+00
35
0
.
0
0
35
0
.
0
0
1+50
35
6
.
4
9
TOP FC STORAGE
ELEV: 357.00
WATER QUALITY
ELEV: 354.00
31 LF 18
"
C
P
E
P
@
4
.
0
9
%
26 LF 18" CPEP @ 9.77%
1.0'
FREEBOARD
IE: 351.50
4.0'
3.00'
EXISTING GRADE
AT SECTION LINE
PROPOSED GRADE AT
SECTION LINE
6.00'
BERM WIDTH
ELEV: 350.00
TILL BERM. COMPACT IN 8" LIFTS
(95%) TO SATISFACTION OF
GEOTECHNICAL ENGINEER
TILL BERM. COMPACT IN 8" LIFTS
(95%) TO SATISFACTION OF
GEOTECHNICAL ENGINEER
IE: 351.50
26 LF 8" CPEP @ 1.00%
IE: 352.35
3.00'
BENCH 3.00'
BENCH
3:1
3:1
3
:
1
3
:
1
N
GRAPHIC SCALE
0 20 40 FEET
1" = 20 FEET
10
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: October 8, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-POND.dwg
C5.2
30
TRACT F STORM
POND PLAN &
PROFILE
A SCALE: H:1" = 20', V:1" = 4'
TRACT F POND SECTION A B SCALE: H:1" = 20', V:1" = 4'
TRACT F POND SECTION B
NOTES:
1.PIPE SUPPORTS AND RESTRICTOR SHALL BE OF SAME MATERIAL,
AND BE ANCHORED AT 3' MAX. SPACING BY 5/8" DIAM. STAINLESS
STEEL EXPANSION BOLTS OR EMBEDDED 2" IN WALL.
2.THE RESTRICTOR/SEPARATOR SHALL BE FABRICTED FROM .060"
ALUMINUM, OR .064" ALUMINIZED STEEL, OR .064" GALVANIZED
STEEL PIPE; IN ACCORDANCE WITH AASHTO M 36, M 196, M 197 AND
M 274. GALVANIZED STEEL SHALL HAVE TREATMENT 1.
3.OUTLET SHALL BE CONNECTED TO DRAIN PIPE WITH A STANDARD
COUPLING BAND FOR CORRUGATED METAL PIPE.
4.THE VERTICAL RISER STEM OF THE RESTICTOR SHALL BE THE SAME
DIAMETER AS THE HORIZONTAL OUTLET PIPE.
5.FRAME AND LADDER OR STEPS OFFSET SO THAT:
A. CLEANOUT GATE IS VISIBLE FROM TOP.
B. CLIMB DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE.
C. FRAME IS CLEAR OF CURB.
SECTION
18" SD
FROM POND18" SD TO
DISPERSAL
IE= 354.00
PIPE SUPPORT(S): 3" x 0.090"
TOP OF FLAT SLAB = 358.17
ELEV = 357.00
5.9" NOTCH
0.64 FT FROM TOP PIPE
POLYPROPYLENE-
COATED
STEEL STEPS OR
LADDER.
CLEANOUT GATE:
SHEAR GATE
IE= 354.00
54" DIA.
2.
0
'
2.
0
'
1.0' MIN.
18
"
M
A
X
.
6"
MI
N
.
18" RISER
RESTRICTOR PLAN W/ ONE
3.05" ORIFICE.
ORIFICE ELEV = 352.00
RIM = 358.84
PLAN
18
"
I
N
F
R
O
M
P
O
N
D
18" OUTLET TO
WETLAND OUTLET
1 NOT TO SCALE
SOUTH POND CONTROL STRUCTURE (CNTRL#2)
1
C5.7
1
C5.3
10/09/2024
332
334
330
3
3
0
3
2
8
32
8
3
3
2
332
3
3
2
CB#11
CB TYPE 1
RIM: 334.47
IE: 331.52 12" (NW)
IE: 331.52 12" (NE)
CB#12
CB TYPE 1
RIM: 334.47
IE: 331.37 12" (SW)
IE: 331.37 12" (NE)
OUTLET TO WQ STRUCTURE
IE: 331.20 12" (SW)
2
0
0
L
F
1
2
"
C
P
E
P
@
2
.
7
1
%
23 LF 12" CPEP @ 0.75%
10+
0
0
11+
0
0
11+
7
5
332
334
33
6 336
3
3
6
3
3
2
3
3
4
336
3
C5.3
B
E
R
R
Y
V
A
L
L
E
Y
R
D
30 LF 12" CPEP @ 0.51%
3,840 SF MINIMUM
INFILTRATION AREA
24 LF 12" 12" CPEP @ 1.68%OUTLET TO EAST POND
IE: 328.50 12" (SW)
OUTLET FROM WQ
IE: 328.90 12" (NE)
CB#13
TYPE 1
RIM: 335.60
IE: 332.74 6" (NW)
IE: 331.72 8" (E)
RD OUTLET TO EAST POND
IE: 328.00 8" (W)
320
325
330
335
340
320
325
330
335
340
33
4
.
5
8
10+50
33
4
.
8
5
33
5
.
1
8
11+00
32
9
.
6
9
32
8
.
0
0
11+50
32
9
.
9
3
PROPERTY LINE
56' ROW
BERRY VALLEY ROAD
STA: 10+18.10, 4.06 L
IE: 331.52 12" (NW)
IE: 331.52 12" (NE)
RIM: 334.47
CB#11, CB TYPE 1
30 LF 12" CPEP @ 0.51%
STA: 10+47.93, 4.61 L
IE: 331.37 12" (SW)
IE: 331.37 12" (NE)
RIM: 334.47
CB#12, CB TYPE 1
23 LF 12" CPEP @ 0.75%
IE: 331.20
3:1 2
:
1
EXISTING GRADE ELEVATION
AT SECTION LINE
PROPOSED GRADE ELEVATION
AT SECTION LINE
PROPOSED GRADE
AT SECTION LINE
EXISTING GRADE
AT SECTION LINE
3.0' INFILTRATION POND
STORAGE DEPTH
6.00'
BERM WIDTH
3
:
1
1.0' FREEBOARD
INFILTRATION POND.
DO NOT COMPACT NATIVE MATERIALS.
PROTECT DURING CONSTRUCTION TO
PRESERVE INFILTRATION ABILITY
TILL BERM. COMPACT IN 8" LIFTS
(95%) TO SATISFACTION OF
GEOTECHNICAL ENGINEER
BOTTOM OF INFILTRATION
POND ELEV: 328.00
IE: 328.90
RIM: 335.35
24 LF 12" 12" CPEP
@ 1.68%
IE: 328.50
INTO POND
N
GRAPHIC SCALE
0 20 40 FEET
1" = 20 FEET
10
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: October 8, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-POND.dwg
C5.3
31
TRACT A
BIORETENTION POND
PLAN & PROFILE
EXISTING AND/OR
PROPOSED GROUND
1'
M
I
N
.
4" MIN. FACE
QUARRY ROCK
12" MIN. DEPTH
OUTFALL
P
I
P
E
OUTFALL PIPE
GEOTEXTILE FABRIC
UNDER ROCK
7' MIN
4'
M
I
N
.
1 NOT TO SCALE
ROCK FALL PROTECTION
3 SCALE: H:1" = 20', V:1" = 4'
TRACT A SECTION
STORMFILTER WATER QUALITY STRUCTURE
WITH MINIMUM 9 - 18" CARTRIDGES, OR
APPROVED EQUIVALENT TREATING 0.2476 CFS
OFF-LINE OR 0.4389 CFS ONLINE
2 NOT TO SCALE
WATER QUALITY STRUCTURE
2
C5.3
10/09/2024
S80° 39' 28"
W
CB#41
CB TYPE 1
RIM: 327.58
IE: 325.58 12" (W)
IE: 325.58 12" (N)
257 LF 12"
D
I
@
0
.
5
8
%
21 LF 12" DI @ 0.38%
BERRY VAL
L
E
Y
R
D
OUTLET TO TRACT K POND
IE: 325.50 12" (S)
3
2
6
3
2
6
326
326
328328
328
328
2
C5.4
3
C5.4
320
325
330
320
325
330
320
325
330
320
325
330
32
5
.
5
0
10+50
32
5
.
5
0
32
5
.
5
0
32
5
.
5
0
10+50
32
6
.
0
6
EXISTING GRADE ELEVATION
AT SECTION LINE
PROPOSED GRADE ELEVATION
AT SECTION LINE
EXISTING GRADE ELEVATION
AT SECTION LINE
PROPOSED GRADE ELEVATION
AT SECTION LINE
PROPOSED GRADE AT SECTION LINE
EXISTING GRADE AT SECTION LINE
PROPOSED GRADE AT SECTION LINE
EXISTING GRADE
AT SECTION LINE
IE: 325.50
21 LF 12" DI @ 0.38%
3
:
1
3:1
3
:
1
1:
1
0.5' BIORETENTION
PONDING DEPTH
0.5' BIORETENTION
PONDING DEPTH
BIORETENTION/INFILTRATION
DO NOT COMPACT NATIVE MATERIALS.
PROTECT DURING CONSTRUCTION TO
PRESERVE INFILTRATION ABILITY
N
GRAPHIC SCALE
0 20 40 FEET
1" = 20 FEET
10
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: October 8, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-POND.dwg
C5.4
32
TRACT K STORM
POND PLAN &
PROFILE
2 SCALE: H:1" = 20', V:1" = 4'
EAST WEST SECTION VIEW 3 SCALE: H:1" = 20', V:1" = 4'
NORTH SOUTH SECTION VIEW
S
E
E
O
F
F
S
I
T
E
I
M
P
R
O
V
E
M
E
N
T
S
P
E
R
M
I
T
N
O
.
SEE PERMIT #______ FOR OFFSITE
IMPROVEMENTS
1 NOT TO SCALE
BIORETENTION
BIORETENTION PLANTING NOTES
ALL BIORETENTION AREAS SHALL BE SEEDED BY AN APPROVED HYDROSEEDER WHICH UTILIZES WATER AS THE CARRYING AGENT, AND MAINTAINS
CONTINUOUS AGITATION THROUGH PADDLE BLADES. IT SHALL HAVE AN OPERATING CAPACITY SUFFICIENT TO AGITATE, SUSPEND, AND MIX INTO A
HOMOGENEOUS SLURRY THE SPECIFIED AMOUNT OF SEED, WATER, FERTILIZER AND MULCH.
GRASS SEED
ALL GRASS MIXTURES SHALL CONTAIN FRESH, CLEAN, NEW CROP SEED. SEED IS TO BE MIXED MECHANICALLY ON THE SITE, OR MAY BE MIXED BY
THE DEALER. IF SEED IS MIXED ON-SITE, EACH VARIETY SHALL BE DELIVERED IN THE ORIGINAL CONTAINERS BEARING THE DEALER'S GUARANTEED
ANALYSIS. IF SEED IS MIXED BY THE DEALER, THE CONTRACTOR SHALL FURNISH TO THE LANDSCAPE ARCHITECT THE DEALER'S GUARANTEED
STATEMENT OF THE COMPOSITION OF THE MIXTURE AND THE PERCENTAGE OF PURITY AND GERMINATION OF EACH VARIETY.
GRASS SEED SHALL BE PURCHASED FROM A RECOGNIZED DISTRIBUTOR AND SHALL BE COMPOSED OF THE FOLLOWING VARIETIES MIXED IN THE
PROPORTIONS INDICATED. SEED SHALL MEET THE MINIMUM PERCENTAGES OF PURITY AND GERMINATION SPECIFIED. SEED "A" THROUGH "H" SHALL
BE APPLIED AT THE RATE OF 240 POUNDS PER ACRE, UNLESS OTHERWISE SPECIFIED BELOW ON THE APPROVED PROJECT PLANS.
WATER
THE CONTRACTOR IS RESPONSIBLE FOR ENSURING A WELL-ESTABLISHED STAND OF GRASS THAT IS ACCEPTABLE TO THE LANDSCAPE ARCHITECT
FOR THE PURPOSE INTENDED. WATERING IS SUGGESTED AT LEAST TWICE A WEEK DURING THE GROWING SEASON AND AS NEEDED AFTERWARDS.
WHEN GRASS IS REQUIRED AS A BEST MANAGEMENT PRACTICE ON STEEP SLOPES, NON-GERMINATED SEEDS SHALL BE KEPT MOIST, AND ROOTED
GRASS SHALL HAVE AT LEAST 1 INCH OF WATER PER MONTH DURING THE PERIOD FROM MAY 15 THROUGH SEPTEMBER 15.
FERTILIZER
FERTILIZER SHALL BE A COMMERCIAL MIX WITH A 16-14-8 FORMULA, INCLUDING 50 PERCENT SLOW RELEASE NITROGEN, OR THAT MIX AS
RECOMMENDED BY THE SEED SUPPLIER AND APPROVED FOR USE BY THE LANDSCAPE ARCHITECT.
GRASS MIXES USED SHALL MEET THE FOLLOWING SPECIFICATIONS: % BY WEIGHT
BIORETENTION GRASS:
FESTUCA ARUNDINACEA / TALL FESCUE 33% HYDROSEED
FESTUCA RUBRA / RED FESCUE 33% HYDROSEED
LOLIUM PERENNE / PERENNIAL RYEGRASS 33% HYDROSEED
REFER TO LANDSCAPE PLAN SHEETS L1.2 - L1.4 FOR BIORETENTION POND PLANTINGS.
BIORETENTION NOTES:
1.BIORETENTION SOIL MEDIA SHALL BE A MIXTURE OF 50% AGGREGATE AND 50% TOPSOIL.
2.AGGREGATE SHALL BE SCREEN OR UTILITY SAND WITH:
A.2% TO 4% PASSING THE #200 SIEVE
B.A COEFFICIENT OF UNIFORMITY (CU) GREATER THAN 6
C.A COEFFICIENT OF CURVE(CC) BETWEEN 1 AND 3
3.BIORETENTION SOIL MEDIA SHALL HAVE A MEASURED INFILTRATION RATE NO GREATER THAN 12
INCHES PER HOUR AND A MINIMUM LONG TERM INFILTRATION RATE OF 3 INCHES PER HOUR.
4.BIO-RETENTION AREA SHALL BE HYDROSEEDED PER BIORETENTION HYDROSEED NOTES ON THIS
SHEET.
5.EXTEND BIORETENTION MIX TO W.Q. SURFACE.
6"
18
"
M
I
N
.
PER PLAN
BOTTOM ELEVATION PER PLAN
3
H
:
1
V
3H:
1
V
NATIVE SUBGRADE, DO NOT
COMPACT NATIVE MATERIAL
UNDER BIO-RETENTION SWALES.
BIORETENTION SOIL MIX
SEE NOTE 2
389.0
BIORETENTION SOIL MIX NOTES:
1.BIORETENTION MIX SHALL MEET THE DEFAULT BIORETENTION SOIL MIX AS DETERMINED IN THE
PIERCE COUNTY STORMWATER MANAGEMENT MANUAL UNDER VOLUME III SECTION 3.4.6. ALSO
SEE CHECKLIST 14: BIORETENTION CELLS, SWALES, AND PLANTER BOXES ATTACHED TO STORM
REPORT.
2.BIORETENTION SOIL SHALL CONSIST OF TWO PARTS FINE COMPOST (APPROXIMATELY 35 TO 40
PERCENT) BY VOLUME AND THREE PARTS MINERAL AGGREGATE (APPROXIMATELY 60 TO 65
PERCENT), BY VOLUME. THE MIXTURE SHALL BE WELL BLENDED TO PRODUCE A HOMOGENOUS
MIX.
2.1.MINERAL AGGREGATE, MINERAL AGGREGATE GRADATION, AND COMPOST MATERIAL SHALL
MEET THE SPECIFICATIONS UNDER THE PIERCE COUNTY SWMM VOLUME III SECTION 3.4.6.
2.2.COMPOST TO AGGREGATE RATIO: 60-65 PERCENT MINERAL AGGREGATE, 35-40 PERCENT
COMPOST.
2.3.ORGANIC MATTER CONTENT: 5-8 PERCENT BY WEIGHT.
2.4.CATION EXCHANGE CAPACITY (CEC) MUST BE GREATER THAN 5 MILLIEQUIVALENTS/100G
DRY SOIL.
ACCEPTABLE COMPOST PRODUCT SOURCES INCLUDE:
·CEDAR GROVE COMPOSTING, WASHINGTON
·OTHER APPROVED EQUAL (MEETING THE SPECIFICATIONS IDENTIFIED ABOVE)
ALTERNATIVE:
CUSTOM BIORETENTION MIX MAY BE ACCEPTED IF TESTED TO MEET REQUIREMENTS IN THE PIERCE
COUNTY STORMWATER MANAGEMENT MANUAL AND APPROVED BY ENGINEER AND COUNTY.
10/09/2024
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: October 8, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-POND.dwg
C5.5
33
STORM DRAINAGE
NOTES AND DETAILS
YELM STORMWATER NOTES
1.THE CONTRACTOR SHALL OBTAIN ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF
YELM (CITY) PRIOR TO THE START OF CONSTRUCTION. A GRADING PERMIT FOR STORM POND
CONSTRUCTION MAY BE REQUIRED.
2.STORM DRAIN PIPE SHALL BE ON THE WSDOT QUALIFIED PRODUCTS LIST FOR THE
SPECIFICATION LISTED BELOW:
A.PLAIN CONCRETE STORM SEWER PIPE OR REINFORCED CONCRETE STORM SEWER PIPE PER
WSDOT STANDARD SPECIFICATION 9-05.7.
B.SOLID WALL PVC STORM SEWER PIPE PER WSDOT STANDARD SPECIFICATION
9- 05.12(1).
C.DUCTILE IRON SEWER PIPE PER WSDOT STANDARD SPECIFICATION 9-05.13.
D.HANCOR BLUE SEAL ™ AND ADVANCED DRAINAGE SYSTEMS (ADS/HANCOR)
N-12 HDPE AND (ADS/HANCOR) SANITITE UP TO 36” IN DIAMETER PER
WSDOT STANDARD SPECIFICATIONS 9-05.20 AND 9-05.24.
E.CONTECH DUROMAXX STEEL RIB REINFORCED POLYETHYLENE PIPE, IN DIAMETERS FROM 24
INCH TO 60 INCH PER WSDOT STANDARD SPECIFICATION 9-05.22.
3.ALL STORM DRAINAGE SYSTEMS SHALL BE AIR TESTED AT 4 PSI EXCEPT CONCRETE PIPE,
WHICH SHALL BE TESTED PER WSDOT/APWA STANDARD FOR CONCRETE STORM PIPE. ALL
FLEXIBLE PIPE SHALL BE MANDREL TESTED PER WSDOT/APWA STANDARDS. TESTING SHALL
BE DONE BY THE CONTRACTOR.
4.TESTING OF THE STORM SEWER SHALL INCLUDE VIDEOTAPING OF THE MAIN BY THE
CONTRACTOR. IMMEDIATELY PRIOR TO VIDEOTAPING, ENOUGH WATER SHALL BE RUN DOWN
THE LINE SO IT COMES OUT THE LOWER CATCH BASIN. A COPY OF THE VIDEO TAPE SHALL BE
SUBMITTED TO THE CITY. ACCEPTANCE OF THE LINE WILL NOT BE MADE UNTIL AFTER THE
TAPE HAS BEEN REVIEWED AND APPROVED BY THE CITY. TESTING SHALL TAKE PLACE
AFTER ALL UNDERGROUND UTILITIES ARE INSTALLED AND COMPACTION OF THE ROADWAY
SUBGRADE IS COMPLETE.
5.SPECIAL STRUCTURES, OIL/WATER SEPARATORS AND OUTLET CONTROLS SHALL BE
INSTALLED PER PLANS AND MANUFACTURERS' RECOMMENDATIONS. WHERE OIL/WATER
SEPARATORS ARE CONNECTED TO A SEWER SYSTEM, THEY SHALL BE INSTALLED WITH A
P-TRAP OR CHECK VALVE TO PREVENT ODORS.
6.ALL DISTURBED AREAS SHALL BE STABILIZED IN ACCORDANCE WITH MINIMUM
REQUIREMENT 2 OF THE LATEST EDITION OF THE DEPARTMENT OF ECOLOGY
STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON (SWMMWW).
FOR SITES WHERE VEGETATION HAS BEEN PLANTED THROUGH HYDRO SEEDING, THE
FINANCIAL GUARANTEE WILL NOT BE RELEASED UNTIL THE VEGETATION HAS BEEN
THOROUGHLY ESTABLISHED.
7.WHERE CONNECTIONS REQUIRE "FIELD VERIFICATION", THE CONTRACTOR SHALL EXPOSE
SUCH CONNECTION POINTS AND FITTINGS 48 HOURS PRIOR TO DISTRIBUTING SHUTDOWN
NOTICES.
8.ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE PROJECT
ENGINEER AND THE CITY’S CIVIL REVIEW ENGINEER.
9.ALL STORM PIPE SHALL BE A MINIMUM OF 12-INCH DIAMETER FOR MAINS AND
CROSSINGS. WHEN PRIVATE STORMWATER (I.E. ROOF, LOT OR FOOTING DRAINS)
CANNOT BE INFILTRATED ON INDIVIDUAL LOTS, THE MINIMUM STANDARD PIPING
CONNECTION TO THE PUBLIC SYSTEM SHALL BE 8-INCH PVC. THE 8-INCH MAIN
USED FOR CONNECTION SHALL BEGIN AT THE RIGHT-OF-WAY, AND THE CONNECTION TO THE
CATCH BASIN OR MANHOLE SHALL BE CORED AND GROUTED.
10.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.
11.THE MINIMUM STAKING OF STORM SEWER SYSTEMS SHALL BE IN ACCORDANCE WITH
SECTION 3.00.050 OF THESE STANDARDS, AND 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 PIPES
THAT DAYLIGHT.
12.PIPE MATERIALS USED FOR STORMWATER CONVEYANCE SHALL BE AS APPROVED BY THE
CITY. PIPE SIZE, SLOPE, COVER, ETC., SHALL BE AS SPECIFIED IN THE CITY OF YELM
DEVELOPMENT GUIDELINES AND ENGINEERING STANDARDS.
13.ALL DRIVEWAY CULVERTS SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1
SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS
SHALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPE.
14.IF DRAINAGE OUTLETS (STUB-OUTS) ARE TO BE PROVIDED FOR EACH INDIVIDUAL LOT, THE
STUB OUTS SHALL CONFORM TO THE FOLLOWING:
A.EACH OUTLET SHALL BE LOCATED AT THE LOWEST ELEVATION ON THE LOT, TO SERVICE ALL
FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY
OTHER SURFACE OR SUBSURFACE. EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE
DRAINAGE TO AN APPROVED STORM WATER CONVEYANCE SYSTEM OR TO AN APPROVED
OUTFALL LOCATION.
B.OUTLETS ON EACH LOT SHALL BE LOCATED WITH A 5-FOOT HIGH, 2"X 4" STAKE MARKED
"STORM" OR "DRAIN." THE STUB-OUT SHALL VISIBLY EXTEND ABOVE SURFACE LEVEL AND BE
SECURED TO THE STAKE.PIPE MATERIAL SHALL BE AS APPROVED BY THE CITY.
C.DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY
FLOWS THROUGH INDIVIDUAL LOTS.
D.THE DEVELOPER AND/OR CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE
LOCATIONS OF ALL STUB-OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES
E.POWER, GAS, TELEPHONE, TELEVISION). ALL INDIVIDUAL STUB-OUTS SHALL BE PRIVATELY
OWNED AND MAINTAINED BY THE LOT HOMEOWNER.
15.THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO APPROVED PLANS
ON FILE WITH THE CITY. ANY MATERIAL DEVIATION FROM THE APPROVED PLANS WILL
REQUIRE WRITTEN APPROVAL FROM THE CITY.
16.ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SIMILARLY STABILIZED TO THE
SATISFACTION OF THE CITY. FOR SITES WHERE GRASS HAS BEEN PLANTED THROUGH
HYDRO SEEDING, THE PERFORMANCE BOND WILL NOT BE RELEASED UNTIL THE GRASS HAS
BEEN THOROUGHLY ESTABLISHED, UNLESS OTHERWISE APPROVED BY THE CITY.
17.ALL BUILDING DOWNSPOUTS ON COMMERCIAL SITES SHALL BE CONNECTED TO THE STORM
DRAINAGE SYSTEM, UNLESS OTHERWISE APPROVED BY THE CITY.
18.ALL EROSION CONTROL AND STORMWATER FACILITIES SHALL BE REGULARLY INSPECTED
AND MAINTAINED BY THE CONTRACTOR DURING THE CONSTRUCTION PHASE OF THE
DEVELOPMENT PROJECT.
19.NO FINAL CUT OR FILL SLOPE SHALL EXCEED TWO (2) HORIZONTAL TO ONE (1) VERTICAL
WITHOUT STABILIZATION BY ROCKERY OR BY A STRUCTURAL RETAINING WALL.
20.THE PROJECT ENGINEER SHALL VERIFY THE LOCATIONS, WIDTHS, THICKNESSES, AND
ELEVATIONS OF ALL EXISTING PAVEMENTS AND STRUCTURES, INCLUDING UTILITIES AND
OTHER FRONTAGE IMPROVEMENTS, THAT ARE TO INTERFACE WITH NEW WORK, AND
PROVIDE ALL TRIMMING, CUTTING, SAW CUTTING, GRADING, LEVELING, SLOPING, COATING,
AND OTHER WORK, INCLUDING MATERIALS NECESSARY TO CAUSE THE INTERFACE WITH
EXISTING WORKS TO BE PROPER, WITHOUT CONFLICT, ACCEPTABLE TO THE PROJECT
ENGINEER AND THE CITY’S CIVIL REVIEW ENGINEER, COMPLETE IN PLACE, AND READY TO
USE.
21.COMPACTION OF ALL FILL AREAS SHALL BE PER CURRENT APWA SPECIFICATIONS. FILL
SHALL BE PROVIDED IN 6" MAXIMUM LIFTS AND SHALL BE COMPACTED TO 95 PERCENT OF ITS
MAXIMUM RELATIVE DENSITY.
SECTION A-A
PLAN
1.THIS TRENCH SHALL BE CONSTRUCTED SO
AS TO PREVENT POINT DISCHARGE AND/OR
EROSION.
2.TRENCHES MAY BE PLACED NO CLOSER
THAN 50 FEET TO ONE ANOTHER. (100 FEET
ALONG FLOWLINE)
3.TRENCH AND GRADE BOARD MUST BE
LEVEL. ALIGN TO FOLLOW CONTOURS OF
SITE.
4.SUPPORT POST SPACING AS REQUIRED BY
SOIL CONDITIONS TO ENSURE GRADE
BOARD REMAINS LEVEL.
NOTES:
*20% MAX
15% M
A
X
A
FLOW TO SECOND
DISPERSAL TRENCH
IF NECESSARY
FLOW TO OTHER
BRANCHING CB'S
AS NECESSARY
*15% MAX FOR FLOW
CONTROL/WATER QUALITY
TREATMENT IN RURAL AREAS.
18" O.C.
2"
2"
2" GRADE
BOARD
NOTCHES
FILTER FABRIC
4"x4" SUPPORT POST
6"
MI
N
.
CLEAN - (<5% FINES)
3/4" - 1 1/2" WASHED
ROCK
6" MIN.
PERFORATED
PIPE LAID FLAT
12
"
M
I
N
.
-
3
6
"
M
A
X
.
2"x12"
PRESSURE
TREATED GRADE
BOARD
GALVANIZED BOLTS PIPE
O.D.
1'-0"
MIN.
1'-0"
MIN.
TYPE I CATCH BASIN
WITH SOLID COVER
A
50
'
NOTCHED GRADE
BOARD 2"x2"
NOTCHES 18" O.C.
CLEAN OUT WYE
FROM PIPE
INFLUENT PIPE (MAX
DESIGN - FLOW <0.5
CFS PER TRENCH)
TYPE I CATCH BASIN WITH
SOLID COVER (LOCKING)
4" OR 6" PERFORATED PIPE
LAID FLAT/LEVEL
CLEAN OUT WYE
FROM PIPE
END CAP OR PLUG
1'-0"
MIN.
PIPE
O.D.
1'-0"
MIN.
NOTES:
1.DEPTHS ARE COMPACTED THICKNESS.
2.THE CONTRACTOR SHALL EXPOSE EXISTING FILL, PROOF ROLL AND COMPACT
TO 95%. IF YIELDING CONDITIONS ARE ENCOUNTERED, YIELDING MATERIALS
SHALL BE REPLACED WITH IMPORTED STRUCTURAL FILL MATERIAL. THE DEPTH
OF MATERIAL REPLACEMENT SHALL BE DETERMINED BY THE GEOTECHNICAL
ENGINEER.
6"
CRUSHED SURFACING
TOP COURSE PER
WSDOT 9.03-9(3)
12" COMPACTED
SUBGRADE TO 95%
1 NOT TO SCALE
DISPERSION TRENCH - NOTCHED BOARD
3 NOT TO SCALE
POND ACCESS ROAD SECTION
5 NOT TO SCALE
EMERGENCY OVERFLOW SPILLWAY - SOUTH POND
12" MIN. THICKNESS
ROCK PROTECTION
10:
1 10:1
TOP OF SPILLWAY/BERM ELEV=358.00
TOP OF ROCK. ELEV=357.10
BOTTOM OF ROCK. ELEV.=356.10
OVERFLOW WATER
SURFACE 357.50
3
1
3
1
SECTION BB
SEPARATION GEOTEXTILE FABRIC
COMPACTED TILL BERM
FOR ANTI-SEEPAGE
BOTTOM OF
BIORETENTION POND
ELEV: 348.79
DESIGN MAXIMUM WATER
SURFACE ELEV: 357.10
1' ROCK PROTECTION
1' MIN. FREEBOARD
DESIGN WATER
SURFACE
NOTE: PROVIDE QUARRY SPALLS FOR ROCK
PROTECTION WSDOT SPEC 9-13.1. REASONABLY
WELL GRADED, MAX. STONE SIZE 12", MEDIAN
STONE SIZE 8", MIN. STONE SIZE 2"
COMPACTED TILL
BERM
8.4'
0.
4
'
0.
5
'
MI
N
.
6'± AT SPILLWAY
BB
2 NOT TO SCALE
DISPERSION TRENCH SIZING
12" MIN. THICKNESS
ROCK PROTECTION
10:
1 10:1
TOP OF SPILLWAY/BERM ELEV=346.00
TOP OF ROCK. ELEV=345.10
BOTTOM OF ROCK. ELEV.=344.10
OVERFLOW WATER
SURFACE 345.50
3
1
3
1
SECTION BB
SEPARATION GEOTEXTILE FABRIC
COMPACTED TILL BERM
FOR ANTI-SEEPAGE
BOTTOM OF
DETENTION POND
ELEV: 334.00
DESIGN MAXIMUM WATER
SURFACE ELEV: 345.10
1' ROCK PROTECTION
1' MIN. FREEBOARD
DESIGN WATER
SURFACE
NOTE: PROVIDE QUARRY SPALLS FOR ROCK
PROTECTION WSDOT SPEC 9-13.1. REASONABLY
WELL GRADED, MAX. STONE SIZE 12", MEDIAN
STONE SIZE 8", MIN. STONE SIZE 2"
COMPACTED TILL
BERM
10.2'
0.
4
'
0.
5
'
MI
N
.
6'± AT SPILLWAY
BB
4 NOT TO SCALE
EMERGENCY OVERFLOW SPILLWAY - WEST POND
AA
AA
SECTION AA
SECTION AA
FILTER FABRIC
SEPARATION
10/09/2024
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: October 8, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-POND.dwg
C5.6
34
STORM DRAINAGE
NOTES AND DETAILS
CAP AT END
7-3/4"
15"
8"
7"
PACKING
45° (1/8)
BEND
2-7/8"
2'-0"10"
8-3/4"
1-1/4"
1/2"2"
9"
1"
1"
FIBRE JOINT4"
1. PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER.
2. PIPE DIAMETER AS SHOWN
5/8"
1'-0"
NOTES:
1/2"
PER PLAN.
RAISE - 1/2" WIDE BORDER
PROVIDE COUPLINGS &
REDUCERS AS NECESSARY
3000 PSI CLASS C
CONCRETE (TYP.)
(LANDSCAPE AREAS
ONLY)
NOTE
BACKFILL MATERIAL SHALL NOT HAVE PARTICLE SIZE
GREATER THAN 1" WITHIN 6" OF THE PIPE OR THE
CONTRACTOR HAS THE OPTION TO USE GRAVEL BACKFILL
PIPE ZONE BEDDING CONFORMING TO W.S.D.O.T. 9-03.12 (3).
6" PVC
FRAME AND VANED GRATE
RECTANGULAR ADJUSTMENT SECTION
3"
4" M
I
N
.
(
T
Y
P
.
)
34"
5"
#3 BAR EACH WAY
SEE NOTE 1
NOTES:
1.AS ACCEPTABLE ALTERNATIVES TO THE REBAR
SHOWN IN THE PRECAST BASE SECTION,
FIBERS (PLACED ACCORDING TO THE
STANDARD SPECIFICATIONS), OR WIRE MESH
HAVING A MINIMUM AREA OF 0.12 SQUARE
INCHES PER FOOT SHALL BE USED WITH THE
MINIMUM REQUIRED REBAR SHOWN IN THE
ALTERNATIVE PRECAST BASE SECTION. WIRE
MESH SHALL NOT BE PLACED IN THE
KNOCKOUTS.
2.THE KNOCKOUT DIAMETER SHALL NOT BE
GREATER THAN 20". KNOCKOUTS SHALL HAVE
A WALL THICKNESS OF 2" MINIMUM TO 2.5"
MAXIMUM. PROVIDE A 1.5" MINIMUM GAP
BETWEEN THE KNOCKOUT WALL AND THE
OUTSIDE OF THE PIPE. AFTER THE PIPE IS
INSTALLED, FILL THE GAP WITH JOINT MORTAR
IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-04.3.
3.THE MAXIMUM DEPTH FROM THE FINISHED
GRADE TO THE LOWEST PIPE INVERT SHALL BE
5'.
4.THE FRAME AND GRATE MAY BE INSTALLED
WITH THE FLANGE UP OR DOWN. THE FRAME
MAY BE CAST INTO THE ADJUSTMENT SECTION.
5.THE PRECAST BASE SECTION MAY HAVE A
ROUNDED FLOOR, AND THE WALLS MAY BE
SLOPED AT A RATE OF 1:24 OR STEEPER.
6.THE OPENING SHALL BE MEASURED AT THE
TOP OF THE PRECAST BASE SECTION.
7.ALL PICKUP HOLES SHALL BE GROUTED FULL
AFTER THE BASIN HAS BEEN PLACED.
#3 BAR EACH
CORNER
#3 BAR EACH
CORNER
18" MIN.
26"
(SEE
N
O
T
E
6
)
22
"
(S
E
E
N
O
T
E
6
)
4"
44
"
21
"
M
I
N
.
24"
30
"
20
"
5"
6" OR 12"
ONE #3 BAR HOOP
FOR 6" HEIGHT
TWO #3 BAR HOOPS
FOR 12" HEIGHT
ALTERNATIVE PRECAST BASE SECTION
#3 BAR EACH SIDE
SECTION B-B
#3 BAR
HOOP
*CORRUGATED POLYETHYLENE
STORM SEWER PIPE
PIPE ALLOWANCES
PIPE MATERIAL MAXIMUM INSIDE
DIAMETER
REINFORCED OR PLAIN
CONCRETE 12"
ALL METAL PIPE 15"
CPSSP*
(STD. SPEC. 9-05.20)12"
SOLID WALL PVC
(STD. SPEC. 9-05.12(1))15"
PROFILE WALL PVC
(STD. SPEC. 9-05.12(2))15"
NOTE:
1.NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS.
2.THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO FACILITATE
CLEANING.
3.THE RECTANGULAR FRAME AND GRATE MAY BE INSTALLED WITH THE FLANGE UP
OR DOWN. THE FRAME MAY BE CAST INTO THE ADJUSTMENT SECTION.
4.KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM.
PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE
OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN
ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3.
SEPARATE BASE
PRECAST
INTEGRAL BASE
PRECAST WITH RISER
6"
24
"
M
I
N
.
12
"
MA
X
.
1"
M
I
N
2.
5
"
M
A
X
.
12
"
(T
Y
P
.
)
15
'
-
0
"
M
A
X
.
(
F
O
R
M
A
I
N
T
E
N
A
N
C
E
)
6"
12"
REINFORCED STEEL (TYP.)
GRAVEL BACKFILL FOR
PIPE ZONE BEDDING
STEPS OR
LADDER
MORTAR FILLET
MORTAR (TYP.)
48", 54", 60", 72", 84" OR 96"
FLAT SLAB TOP
RECTANGULAR ADJUSTMENT SECTION
OR CIRCULAR ADJUSTMENT SECTION
HAND HOLD
28
"
M
A
X
.
4"
M
I
N
.
16
"
M
A
X
.
CATCH BASIN FRAME AND VANED GRATE
OR MANHOLE RING AND COVER
PIPE ALLOWANCES
CATCH
BASIN
DIAMETER
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
CONCRETE ALL
METAL CPSSP SOLID
WALL PVC
PROFILE
WALL PVC
48"24"30"24"27"30"
54"30"36"30"27"36"
60"36"42"36"36"42"
72"42"54"42"36"48"
84"54"60"54"36"48"
96"60"72"60"36"48"
CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9-05.20)
(STD. SPEC. 9-05.12(1))
(STD. SPEC. 9-05.12(2))
1 2 3
1
2
3
CATCH BASIN DIMENSIONS
CATCH
BASIN
DIAMETER
WALL
THICKNESS
BASE
THICKNESS
MAXIMUM
KNOCKOUT
SIZE
MINIMUM
DISTANCE
BETWEEN
KNOCKOUTS
48"4"6"36"8"
54"4.5"8"42"8"
60"5"8"48"8"
72"6"8"60"12"
84"8"12"72"12"
96"8"12"84"12"
6"
0D
6" MIN
FLEXIBLERIGID
(DI, CONC)
TRENCH WIDTH PER WSDOT 2-09.4
0.
5
x
O
D
(CPEP, CMP, PVC)
BACKFILL UTILITY TRENCHES WITHIN
PAVED AREAS WITH BANKRUN
GRAVEL PER WSDOT 9-03.19.
COMPACT TO A MINIMUM OF 95%
UNLESS NOTED OTHERWISE IN
PROJECT SPECIFICATIONS.
TRENCHES MAY BE BACKFILLED WITH
NATIVE MATERIAL AND COMPACTED
TO 90% IN UNPAVED AREAS.
PIPE BEDDING PER
W.S.D.O.T. 9-03.12(3), 95%
COMPACTION
PIPE AS SPECIFIED
ON PLAN OR SPECS
SUBGRADE ELEVATION
1 NOT TO SCALE
STORM CLEANOUT 2 NOT TO SCALE
STORM TRENCH SECTION
3 NOT TO SCALE
TYPE 1 CATCH BASIN 4 NOT TO SCALE
TYPE 2 CATCH BASIN
10/09/2024
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: October 8, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-POND.dwg
C5.7
35
STORM DRAINAGE
NOTES AND DETAILS
1 NOT TO SCALE
CHAIN LINK FENCE WSDOT STD. PLAN L-20.10-03
10/09/2024
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: October 8, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-POND.dwg
C5.8
36
ON LOT INFILTRATION
PLAN
PROPERTY LINE
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
R.
O
.
W
.
L
I
N
E
5.0' SIDEYARD SETBACK
STRUCTURE
DRIVEWAY
DRAIN TO STREET
INFILTRATION
TRENCH
SEDIMENT CONTROL
STRUCTURE
INSTALL CLEANOUT AT ALL 90° BENDS
4" PVC PIPE
@ 1.0% MIN.
15' HOUSE SETBACK
10.0' UTILITY EASEMENT
25.0' REAR
YARD
SETBACK
10.0' TRENCH
SETBACK
NOTE:
TRENCH SHOWN IS SCHEMATIC. FINAL LOCATION AND
CONFIGURATION TO BE CONFIRMED WITH EACH BUILDING PERMIT.
*ON-LOT INFILTRATION NOTE:
INFILTRATION TRENCHES MAY BE PLACED IN FILL MATERIAL IF THE FILL IS
PLACED AND COMPACTED UNDER THE DIRECT SUPERVISION OF A
GEOTECHNICAL ENGINEER OR PROFESSIONAL CIVIL ENGINEER WITH
GEOTECHNICAL EXPERTISE, AND IF THE MEASURED INFILTRATION RATE IS AT
LEAST 8 INCHES PER HOUR. INFILTRATION RATES CAN BE TESTED USING THE
METHODS DESCRIBED IN APPENDIX III-A OF THE 2015 PIERCE COUNTY
STORMWATER MANAGEMENT AND SITE DEVELOPMENT MANUAL.
10'
TRENCH
SETBACK
GEOTEXTILE FABRIC
4.5' MAX.
3.0' MIN.
2.0' MIN.
10.0' MAX.
4" PERF PIPE @ 0.0% SLOPE
CENTERED IN TRENCH
WASHED ROCK
1 1/2" - 3/4"
WASHED ROCK TO EXTEND
TO EXISTING GRADE
INFILTRATABLE SOILS.
DEPTHS MAY VARY
NOTES:
1.TRENCH LENGTH AND WIDTH SHALL BE CALCULATED TO PROVIDE
MINIMUM REQUIRED BOTTOM AREA PER TRENCH SIZE TABLE.
2.THE PERFORATIONS SHALL BE CIRCULAR AND A MINIMUM 1/2" DIAMETER.
3.PERFORATIONS SHALL BE CLEANLY CUT AND BE SMOOTH AND UNIFORM
WITH NO EXCESS MATERIAL LEFT FROM THE HOLE PERFORATIONS
PROCESS.
4.THERE SHALL BE A MINIMUM OF 7 SETS OF PERFORATIONS WITH 2 HOLES
PER SET OF PERFORATIONS FOR EACH 3.5' OF PIPE LENGTH.
5.RUBBER GASKETS OR GROUTING OF THE JOINTS FOR PERFORATED PIPE
RUNS WILL NOT BE REQUIRED.
6.INSPECTION OF THE PERFORATED PIPE SHALL BE MADE BY THE
MUNICIPALITY BEFORE INSTALLATION OF THE PIPE IN THE GROUND.
7.REFER TO ON-LOT INFILTRATION NOTE ON THIS SHEET.
8.PERFORATED PIPE SHALL NOT EXCEED 5.0' MAXIMUM DEPTH TO INVERT
FOR RESIDENTIAL SEDIMENT CONTROL STRUCTURE.
TRENCH SIZE
IMPERVIOUS PROPOSED (SF)BOTTOM AREA REQUIRED (SF)
1,000 62
1,500 100
1,750 114
2,000 124
2,250 140
2,500 166
3,000 188
ON 40' WIDE LOTS, A MAXIMUM TRENCH LENGTH OF 20' IS ALLOWED IN ORDER
TO ACCOMMODATE 10' SETBACKS. TRENCH WIDTH MAY VARY TO PROVIDE
REQUIRED BOTTOM AREA.
THIS TABLE SHOULD BE USED TO SIZE TRENCHES ON ALL LOTS. AN
INFILTRATION RATE OF 20 INCHES PER HOUR WAS USED TO DETERMINE THESE
DIMENSIONS, PER THE GEOTECHNICAL REPORT.
EXTEND TRENCH
BOTTOM TO
NATIVE SOIL*
*
1 NOT TO SCALE
TYPICAL INFILTRATION TRENCH DIAGRAM
2 NOT TO SCALE
INFILTRATION TRENCH
3 NOT TO SCALE
SEDIMENT CONTROL STRUCTURE
10/09/2024
JA
C
K
S
O
N
S
T
S
E
929394 84
696168606766
58
65
TRACT 'E'
6463 7062
2
TRACT 'G'
42
41
46
47
TR
A
C
T
'
D
'
71
TR
A
C
T
'
C
'
83
72
80
TRACT 'B'
82
81
TRACT 'A'
79
76
77
78
74
75
73
24
1
21
22
108 106 105
53 54
56
57
28
31
25
TRACT 'I'
51
50
49
59
91
89
88
87
85
97
18
23
8690
38
TRACT 'L'
104107
109
43
48
55
45
TRACT 'H'
44
52
3
102
100
99
9596
103
98
101
36
37
35
14
6
13
5
12
4
11
10
9
16
8
15
7
17
31
36
37
39
40
35
34
33
32
30
14
20
13
19
12
11
10
9
8
15
7
29
27
26
13
12
11
10
9
8
7
17
31
27
26
28
31
21
18
38
36
37
39
40
35
34
33
32
30
14
6
20
13
5
19
12
4
11
10
9
16
8
15
7
17
29
27
26
17
6
9
18
38
11
s sss
s
s
s s
s
s
ssss
s
ss
ss
s
s
s s s s s s
s s
ss
ss
s
s
s
s
s
s
s s
s
s
s
s
s
s
s
s s
s
s
s s
s
s
s s
s s
s
s
s
s
s
s
ss
ss
s
s
ss
ss
s
s
s
ss
s
s
s
s
s
s
s
s s
s
s
s
s
s
s
s
s
s
s
s
s
s s s s s s
s
CB#40
CB#39
N88° 41' 33"W2646.96'
N88° 17' 08"W1322.86'
369.12'
S3° 21' 19"E
49.73'N87° 39' 50"E 555.81'
N1
°
0
6
'
0
0
"
E
26
4
1
.
9
4
'
S88° 50' 35"E 2653.86'
S1
°
1
4
'
5
9
"
W
26
4
8
.
8
9
'
S83° 40' 08"W
434.28'
S6° 19' 52"E
101.00'
S83° 40' 08"W
55.20'
S6° 25' 47"W
182.32'
S51
°
3
6
'
0
1
"
W
505
.
2
8
'
S22° 58' 46"E
151.96'
S1° 09' 25"W
122.53'
BERRY VALLEY ROAD SE
RO
A
D
3
ROAD 2
ROAD 1
JAC
K
S
O
N
S
T
S
E
S
E
E
S
H
E
E
T
C
6
.
1
S
E
E
S
H
E
E
T
C
6
.
2
SEE
S
H
E
E
T
C6.
3
SEE
S
H
E
E
T
C6.
2
TRACT 'J'
TRACT 'K'
CB#41
N1
°
1
7
'
0
1
"
E
34
5
.
0
2
'
S80° 39' 28"
W
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: September 24, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-UTIL-OVERALL.dwg
C6.0
36
OVERALL UTILITY
MAP
N
GRAPHIC SCALE
0 80 160 FEET
1" = 80 FEET
40
SE
E
C6
.
0
O
F
F
S
I
T
E
I
M
P
R
O
V
E
M
E
N
T
S
SE
E
C6
.
0
10/09/2024
929394 84
69686766656463 70
TR
A
C
T
'
D
'
71
TR
A
C
T
'
C
'
83
72
80
TRACT 'B'
82
81
TRACT 'J'
TRACT 'A'
79
76
77
78
74
75
73
91
89
88
87
85
8690
TRACT 'K'
s s s s
s s
s
s
s
s
s
s
s
s
s
s
s s
s
s
s
s
s
s
s
s s
s s s
s
3+00
S83° 40' 08"W
55.20'
1
0
1
.
0
0
'
N
GRAPHIC SCALE
0 50 100 FEET
1" = 50 FEET
25
SE
E
S
H
E
E
T
C6
.
2
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: September 24, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-UTIL.dwg
C6.1
38
UTILITY MAP (NE)
WETLAND BUFFER
WETLAND
BUFFER
EDGE OF WETLAND
(THOMPSON CREEK)
RO
A
D
3
BERRY VAL
L
E
Y
R
O
A
D
S
E
1" SERVICE
CONNECTION
DOUBLE SERVICE
CONNECTION (TYP.)
PROPOSED
STEP MAIN
PROPOSED 8"
WATER MAIN
DUAL METER
SERVICE (TYP.)
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
SINGLE METER
SERVICE (TYP.)
PROPOSED
STEP MAIN
BLOW OFF
PROPOSED
FIRE HYDRANT
O
F
F
S
I
T
E
I
M
P
R
O
V
E
M
E
N
T
S
SSFM END OF
LINE CLEANOUT
10/09/2024
94
6160
58
TRACT 'E'
646362
2
TRACT 'G'
42
41
46
47
1
108 106 105
53 54
56
57
51
50
49
59
97
TRACT 'L'
104107
109
43
48
55
45
TRACT 'H'
44
52
3
102
100
99
9596
103
98
101
4
4040
4
s sss
s
s
s s
s s
ssss
s
s
s
s
s
s
s
s s s s
s
s
s
s
s
s
s
s s
s
s
s
s
s
s
s
s s s
3+00
1+00
2+00
S6
°
2
5
'
4
7
"
W
S83° 40' 08"W
55.20'
S
6
°
1
9
'
5
2
"
E
1
0
1
.
0
0
'
STA: 1+00 ROAD 1=
STA: 11+83.49 JACKSON
PROPOSED
FIRE HYDRANT
N
GRAPHIC SCALE
0 50 100 FEET
1" = 50 FEET
25
SE
E
S
H
E
E
T
C6
.
1
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
SEE SHEET C6.3
DATE: September 24, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-UTIL.dwg
C6.2
39
UTILITY MAP (NW)
WETLAND
BUFFER
EDGE OF WETLAND
J
A
C
K
S
O
N
S
T
.
S
E
ROAD 2
BERRY VALLEY ROAD SE
SINGLE SERVICE
CONNECTION (TYP.)
DOUBLE SERVICE
CONNECTION (TYP.)
PROPOSED 8"
WATER MAIN
DUAL METER
SERVICE (TYP.)
PROPOSED
FIRE HYDRANT
SINGLE METER
SERVICE (TYP.)
PROPOSED
STEP MAIN
PROPOSED
FIRE HYDRANT
BLOW OFF
PROPOSED 8"
WATER MAIN
BLOW OFF
PROPOSED
STEP MAIN
WETLAND
BUFFER
SSFM END OF
LINE CLEANOUT
SSFM END OF
LINE CLEANOUT
PROPOSED 8"
WATER MAIN
10/09/2024
JA
C
K
S
O
N
S
T
S
E
2
42
41
24
1
21
22
108 106 105
28
31
25
TRACT 'I'
18
23
38
TRACT 'L'
107
109
43
45
TRACT 'H'
44
3
102
103
36
37
35
14
6
13
5
12
4
11
10
9
16
8
15
7
17
31
36
37
39
40
35
34
33
32
30
14
20
13
19
12
11
10
9
8
15
7
29
27
26
13
12
11
10
9
8
7
17
31
27
26
28
31
21
18
38
36
37
39
40
35
34
33
32
30
14
6
20
13
5
19
12
4
11
10
9
16
8
15
7
17
29
27
26
17
6
9
18
38
11
s
s
s
s
ss
s
s
s s
s
s
s s
s s
s s
s s
s
s
s
s
s
s
ss
ss
ss
ss
ss
ss
s
s
s
s
s
s
s
s
s
s
0+50
1+00
2+0
0
434.28'
PROPOSED
FIRE HYDRANT
N
GRAPHIC SCALE
0 50 100 FEET
1" = 50 FEET
25
SEE SHEET C6.2
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: September 24, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-UTIL.dwg
C6.3
40
UTILITY MAP (S)
WETLAND
BUFFER
EDGE OF WETLAND
ROAD 1
JAC
K
S
O
N
S
T
.
S
E
SINGLE SERVICE
CONNECTION (TYP.)
DOUBLE SERVICE
CONNECTION (TYP.)
PROPOSED 8"
WATER MAIN
DUAL METER
SERVICE (TYP.)
PROPOSED
FIRE HYDRANT
SINGLE METER
SERVICE (TYP.)
PROPOSED
STEP MAIN
PROPOSED
FIRE HYDRANT
CONNECT TO EXST.
WATER STUB
CONNECT TO
EXISTING STEP MAIN
PROPOSED 8"
WATER MAIN
BLOWOFF
10/09/2024
s
s s s s s s
s s
ss
s
s
s
s
s
s
s
s
s s
s
s
s
s
s
s
s
s s
s
s
s
s
s
s
s
s
s s
s
s
s
s
s s s s s s
s
929394 84
69
61
68
60
6766
656463
70
62
2
71
83
72
80
TRACT 'B'
82
81
TRACT 'A'
79
76
77
78
74
75
73
1
59
91
89
88
87
85
98
97
8690
TRACT 'L'
104
55
TR
A
C
T
'
D
'
TR
A
C
T
'
C
'
3
102
100
99
9596
103
101
3+00
7+00
2+00 3+00 4+00 5+00 6+00 7+00
8
+
0
0
9
+
0
0
1
0
+
0
0
1
1
+
0
0
12+00
13
+
0
0
LOT 84 & 85
LOT 82
LOT 78 & 79
LOT 76 & 77
LOT 74 & 75
LOT 72 & 73
LOT 70 & 71LOT 68 & 69
LOT 66 & 67
LOT 64 & 65LOT 62 & 63
LOT 93 & 94 LOT 83
LOT 80 & 81
FH1
FH3
WA4
350
34
8
35
2
35
4
35
6
358
35
8
3
5
6
3
5
4
3
5
2
35
0
34
8
346
344
342
340
332
3
6
4
358
356
354
352
3
6
6
364
362
360
3
5
8
368
3
3
0
3
3
2
35
0
34
6
34
8
35
2
35
4
35
6
35
8
34
0
352354356
356358
346364366
360356358362
350
3
6
2
WF5
WF6
WF8
WF9
WF11
LOT 59 LOT 60 & 61
LOT 95 & 96
LOT 91 & 92
WF1
WF3
WF7
WF25
WF4
WF10
WF29
Profile View of BERRY VALLEY26
BERRY VALLEY
340
345
350
355
360
365
370
375
340
345
350
355
360
365
370
375
324
325
330
335
340
345
350
324
325
330
335
340
345
350
35
0
.
4
9
1+50
35
0
.
2
0
35
0
.
3
6
2+00
35
0
.
9
5
35
1
.
9
9
2+50
35
3
.
2
4
35
4
.
4
9
3+00
35
5
.
6
5
35
6
.
6
3
3+50
35
7
.
4
3
35
8
.
0
5
4+00
35
8
.
4
9
35
8
.
7
5
4+50
35
8
.
8
3
35
8
.
7
4
5+00
35
8
.
4
6
35
8
.
0
0
5+50
35
7
.
3
6
35
6
.
5
5
6+00
35
5
.
5
5
35
4
.
3
8
6+50
35
3
.
0
2
35
1
.
4
9
34
8
.
2
4
7+50
34
6
.
6
1
34
4
.
9
9
8+00
34
3
.
3
6
34
1
.
8
3
8+50
34
0
.
4
8
33
9
.
3
1
9+00
33
8
.
3
3
33
7
.
5
3
9+50
33
6
.
9
2
33
6
.
4
0
10+00
33
5
.
8
8
33
5
.
3
5
10+50
33
4
.
8
3
33
4
.
3
1
11+00
33
3
.
7
9
33
3
.
2
7
11+50
33
2
.
7
4
33
2
.
2
2
12+00
33
1
.
7
4
33
1
.
3
5
12+50
33
1
.
0
3
33
0
.
8
1
13+00
33
0
.
6
2
33
0
.
4
3
2.00%
5.00%
6.
5
0
%
2.09%
WF5
WF6
WF8
WF9
12" STORM BOT 346.59
8" WATER BOT 345.94
ENCASE WATER PIPE
PER CROSSING NOTES ON C7.3
12" STORM BOT 331.40
8" WATER TOP 329.90
12" STORM BOT 336.93
8" WATER TOP 335.43
12" STORM BOT 344.15
8" WATER TOP 342.65
68LF 8" C900 PVC
24LF 8" C900 PVC
39LF 8" C900 PVC
37LF 8" C900 PVC
3.50', TYP
COVER
3.50', TYP
COVER WF7
WF3
377LF
8
"
8
"
C
9
0
0
P
V
C
WF2
21
8
L
F
8
"
8
"
C
9
0
0
P
V
C
WF1
265LF 8" C900 PVC 213LF 8" C900 PVC
WATER FITTING TABLE
NAME
WF1
WF2
WF3
WF5
WF6
WF7
WF8
WF9
STRUCTURE INFORMATION
1 - 8" TEE (FL)
3 - 8" GATE VALVE (FLxMJ)
CONC. THRUST BLOCKING
1 - 8"x6" TEE (MJxFL)
1 - 6" GATE VALVE (FLxMJ)
9 LF 6" DI CL52
1 - FIRE HYDRANT ASSEMBLY
SEE YELM DWG. 4-7 SHEET C7.6
CONC. THRUST BLOCKING
1 - 8" TEE (FL)
3 - 8" GATE VALVE (FLxMJ)
CONC. THRUST BLOCKING
1 - 8" 22.5° BEND (MJ)
CONC. THRUST BLOCKING
1 - 8" 22.5° BEND (MJ)
CONC. THRUST BLOCKING
1 - 8"x6" TEE (MJxFL)
1 - 6" GATE VALVE (FLxMJ)
9 LF 6" DI CL52
1 - FIRE HYDRANT ASSEMBLY
SEE YELM DWG. 4-7 SHEET C7.6
CONC. THRUST BLOCKING
1 - 8" 22.5° BEND (MJ)
CONC. THRUST BLOCKING
1 - 8" 22.5° BEND (MJ)
CONC. THRUST BLOCKING
ALIGNMENT
STATION, OFFSET
BERRY VALLEY
STA:1+11.00, 11.00' L
BERRY VALLEY
STA:1+49.00, 11.00' L
BERRY VALLEY
STA:5+26.77, 11.00' L
BERRY VALLEY
STA:7+42.60, 15.18' L
BERRY VALLEY
STA:8+05.27, 14.47' L
BERRY VALLEY
STA:10+70.17, 11.00' L
BERRY VALLEY
STA:12+87.21, 14.83' L
BERRY VALLEY
STA:13+10.69, 11.80' L
WATER METER TABLE
LOT/S
LOT 56
LOT 59
LOT 60 & 61
LOT 62 & 63
LOT 64 & 65
LOT 66 & 67
LOT 68 & 69
DESCRIPTION
SINGLE METER
SINGLE METER
DUAL METER
DUAL METER
DUAL METER
DUAL METER
DUAL METER
ALIGNMENT
STATION OFFSET
JACKSON
STA:15+89.86, 19.50' L
BERRY VALLEY
STA:1+83.00, 19.50' L
BERRY VALLEY
STA:2+24.00, 19.50' L
BERRY VALLEY
STA:3+04.00, 19.50' L
BERRY VALLEY
STA:3+84.00, 19.50' L
BERRY VALLEY
STA:4+84.00, 19.50' L
BERRY VALLEY
STA:5+84.00, 19.50' L
WATER METER TABLE
LOT/S
LOT 70 & 71
LOT 72 & 73
LOT 74 & 75
LOT 76 & 77
LOT 78 & 79
LOT 80 & 81
LOT 82
DESCRIPTION
DUAL METER
DUAL METER
DUAL METER
DUAL METER
DUAL METER
DUAL METER
SINGLE METER
ALIGNMENT
STATION OFFSET
BERRY VALLEY
STA:6+84.00, 19.50' L
BERRY VALLEY
STA:7+57.92, 19.50' L
BERRY VALLEY
STA:8+25.93, 19.50' L
BERRY VALLEY
STA:9+04.12, 19.50' L
BERRY VALLEY
STA:9+84.12, 19.50' L
BERRY VALLEY
STA:9+26.42, 19.50' R
BERRY VALLEY
STA:8+25.85, 19.50' R
WATER METER TABLE
LOT/S
LOT 83
LOT 84 & 85
LOT 91 & 92
LOT 93 & 94
LOT 95 & 96
DESCRIPTION
SINGLE METER
DUAL METER
DUAL METER
DUAL METER
DUAL METER
ALIGNMENT
STATION OFFSET
BERRY VALLEY
STA:6+64.53, 19.72' R
ROAD 3
STA:2+55.66, 92.89' R
ROAD 3
STA:2+55.65, 81.51' L
BERRY VALLEY
STA:3+54.16, 19.68' R
BERRY VALLEY
STA:2+74.22, 19.71' R
WATER METERS SHALL BE 5
8" SEE CITY OF YELM DWG NO. 4-1
ON SHEET C7.6 FOR SINGLE METER SERVICE, AND CITY OF
YELM DWG NO 4-2 ON SHEET C7.6 FOR DUAL METER SERVICE.
WATER TABLE
NAME
FH1
FH3
DESCRIPTION
Hydrant
Hydrant
ALIGNMENT
STATION, OFFSET
BERRY VALLEY
STA:1+49.00, 20.00' L
BERRY VALLEY
STA:10+70.10, 20.00' L
N
GRAPHIC SCALE
0 50 100 FEET
1" = 50 FEET
25
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: October 8, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-WATR.dwg
C7.1
41
BERRY VALLEY
ROAD WATER
PLAN & PROFILE
BERRY VALLEY ROAD SE PROFILE (STA. 1+00 - STA. 13+50)
HORIZ. 1"=50', VERT. 1"=5'
BERRY VALLEY ROAD SE PLAN - NEIGHBORHOOD COLLECTOR (STA. 1+00 - STA. 13+50)
1"=50'
BERRY VALLEY ROAD SE
EXISTING GRADE
@ CL OF ROAD
FINISHED GRADE
@ CL OF ROAD
EXISTING GRADE
@ CL OF ROAD
PROPOSED GRADE
@ CL OF ROAD
SEE C7.5SEE C7.4
SEE C7.4
RO
A
D
3
JA
C
K
S
O
N
S
T
S
E
SE
E
C7
.
2
56
10/09/2024
TRACT 'K'
1
3
+
0
0
14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00
FH5
FH4WF9
WF11
WF12WF10
WF10
320
325
330
335
340
345
320
325
330
335
340
345
EXISTING 24"
CULVERTS
33
0
.
0
6
14+00
32
9
.
8
8
32
9
.
6
9
14+50
32
9
.
5
1
32
9
.
3
2
15+00
32
9
.
1
3
32
8
.
9
5
15+50
32
8
.
7
6
32
8
.
5
8
16+00
32
8
.
3
9
32
8
.
2
1
16+50
32
8
.
0
5
32
7
.
9
6
17+00
32
7
.
9
4
32
7
.
9
7
17+50
32
8
.
0
7
32
8
.
2
3
18+00
32
8
.
4
2
0.74%
BOX CULVERT BOT 324.14
8" WATER TOP 322.60
3.50', TYP
COVER
40LF 8" C900 PVC
WF11
WF12
1.50' MIN COVER
33LF 8" 8" C900 PVC
WF10
3
C3.12
403LF 8" C900 PVC
WATER FITTING TABLE
NAME
WF10
WF11
WF12
STRUCTURE INFORMATION
1 - 8"x6" TEE (MJxFL)
1 - 6" GATE VALVE (FLxMJ)
9 LF 6" DI CL52
1 - FIRE HYDRANT ASSEMBLY
SEE YELM DWG. 4-7 SHEET C7.6
CONC. THRUST BLOCKING
1 - 8" 22.5° BEND (MJ)
CONC. THRUST BLOCKING
1 - 8"x6" TEE (MJxFL)
1 - 6" GATE VALVE (FLxMJ)
16 LF 6" DI CL52
1 - FIRE HYDRANT ASSEMBLY
SEE YELM DWG. 4-7 SHEET C7.6
CONC. THRUST BLOCKING
ALIGNMENT
STATION, OFFSET
BERRY VALLEY
STA:13+54.19, 15.95' L
BERRY VALLEY
STA:13+91.21, 10.31' L
BERRY VALLEY
STA:17+95.62, 11.00' L
WATER TABLE
NAME
FH4
FH5
DESCRIPTION
Hydrant
Hydrant
ALIGNMENT
STATION, OFFSET
BERRY VALLEY
STA:13+54.64, 24.94' L
BERRY VALLEY
STA:17+95.64, 21.69' L
N
GRAPHIC SCALE
0 50 100 FEET
1" = 50 FEET
25
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: October 8, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-WATR.dwg
C7.2
42
BERRY VALLEY
ROAD WATER
PLAN & PROFILE
BERRY VALLEY ROAD SE PROFILE (STA. 13+50 - STA. 21+00)
HORIZ. 1"=50', VERT. 1"=5'
BERRY VALLEY ROAD SE PLAN - NEIGHBORHOOD COLLECTOR (STA. 13+50 - STA. 21+00)
1"=50'
BERRY VALLEY ROAD SE
EXISTING GRADE
@ CL OF ROAD
FINISHED GRADE
@ CL OF ROAD
EXISTING GRADE
@ CL OF ROAD
PROPOSED GRADE
@ CL OF ROAD
SE
E
C7
.
1
PROPOSED
HEADWALL
PROPOSED
HEADWALL
WETLAND
BUFFER
EDGE OF WETLAND
(THOMPSON CREEK)
PROPOSED ARCHED
CULVERT WITH FOOTINGS
SE
E
O
F
F
S
I
T
E
I
M
P
R
O
V
E
M
E
N
T
S
PE
R
M
I
T
N
O
.
INSTALL 16" STEEL CASING
FOR WATER THROUGH
CULVERT FOOTING
PROPOSED ARCH PIPE BOX
CULVERT, SEE SHEET C3.12
FOR MORE INFORMATION
10/09/2024
JACKSON ST SE
s
s
s
s
s
s
s
s
s s
s s
s s
s
s
s
s
s
s
s
s
s
s s
ss
s
28 31
25
24
21
22
18
23
38
36
37
35
13
12
11
31
20
19
4400 S.F.
11
28
31
18
38
18
38
14
13
12
11
16
15
17
39
40
34
33
32
27
26
1+00 2+00 3+00
4+00
5+00
6
+
0
0
7
+
0
0
8
+
0
0
9
+
0
0
WA1
WF21
FH6
LOT 25
LOT 12 & 13
LOT 14 & 15
LOT 16 & 17
LOT 18
LOT 21 & 22
LOT 23 & 24
LOT 26 & 27
LOT 28 & 29
LOT 30 & 31
LOT 32 & 33
LOT 34 & 35
LOT 36 & 37
LOT 38 & 39
LOT 19 & 20
382
3
8
6
3
7
6
3
7
8
3
5
6
3
7
0
370
3
8
0
3
6
6
3
6
8
37
237
4
37
6
3
7
8
3
8
2 382
WF13
WF14
WF15
WF16
WF17
WF18
WF19
WF20
355
360
365
370
375
380
385
390
395
355
360
365
370
375
380
385
390
395
1+00 1+50 2+00
38
0
.
9
3
2+50
38
1
.
7
7
38
2
.
2
5
3+00
38
2
.
2
9
38
1
.
8
8
3+50
38
1
.
0
3
37
9
.
8
1
4+00
37
8
.
5
6
37
7
.
3
1
4+50
37
6
.
0
6
37
4
.
8
1
5+00
37
3
.
5
6
37
2
.
3
2
5+50
37
1
.
2
0
37
0
.
2
5
6+00
36
9
.
4
7
36
8
.
8
5
6+50
36
8
.
4
0
36
8
.
1
1
7+00
36
7
.
8
6
36
7
.
6
1
7+50
36
7
.
3
6
36
7
.
1
1
8+00
36
6
.
8
5
36
6
.
6
0
8+50
36
6
.
3
5
36
6
.
1
0
9+00
36
5
.
8
5
3.50%
5.0
0
%
1.00%
STA: 2+28.26
ELEV: 381.16
BEGIN ROAD IMPROVEMENTS
MATCH EXISTING
WF13
WF14
WF15 WF16
WF17
3LF 8" C900 PVC
22LF 8" C900 PVC
67LF 8" C900 PVC
28LF 8" C900 PVC
68
L
F
8
"
C
9
0
0
P
V
C
47
L
F
8
"
C
9
0
0
P
V
C
12" STORM BOT 366.23
8" WATER TOP 365.00
ENCASE WATER PIPE
12" STORM BOT 363.60
8" WATER TOP 363.16
ENCASE WATER PIPE
3.50', TYP
COVER
WA1
34LF 8" 8" C900 PVC
WF20
WF19
WF18
WF21
32LF 8" C900 PVC
54
L
F
8
"
C
9
0
0
P
V
C
400LF 8" C900 PVC
WATER FITTING TABLE
NAME
WF13
WF14
WF15
WF16
WF17
WF18
WF19
WF20
WF21
STRUCTURE INFORMATION
1 - 8" 11.25° BEND (MJ)
CONC. THRUST BLOCKING
1 - 8" 22.5° BEND (MJ)
CONC. THRUST BLOCKING
1 - 8" 11.25° BEND (MJ)
CONC. THRUST BLOCKING
1 - 8" 22.5° BEND (MJ)
CONC. THRUST BLOCKING
1 - 8" 22.5° BEND (MJ)
CONC. THRUST BLOCKING
1 - 8" 22.5° BEND (MJ)
CONC. THRUST BLOCKING
1 - 8" 22.5° BEND (MJ)
CONC. THRUST BLOCKING
1 - 8"x6" TEE (MJxFL)
1 - 6" GATE VALVE (FLxMJ)
7 LF 6" DI CL52
1 - FIRE HYDRANT ASSEMBLY
SEE YELM DWG. 4-7 SHEET C7.6
CONC. THRUST BLOCKING
1 - 8" 11.25° BEND (MJ)
CONC. THRUST BLOCKING
ALIGNMENT
STATION, OFFSET
JACKSON
STA:2+32.39, 2.50' R
JACKSON
STA:2+54.99, 7.49' R
JACKSON
STA:3+21.22, 10.99' R
JACKSON
STA:3+48.04, 13.88' R
JACKSON
STA:4+15.37, 11.92' R
JACKSON
STA:4+66.84, 10.77' R
JACKSON
STA:5+26.03, 12.04' R
JACKSON
STA:5+61.73, 15.95' R
JACKSON
STA:5+98.75, 12.27' R
WATER METER TABLE
LOT/S
LOT 12 & 13
LOT 14 & 15
LOT 16 & 17
LOT 18
LOT 19 & 20
LOT 21 & 22
LOT 23 & 24
LOT 25
LOT 26 & 27
LOT 28 & 29
LOT 30 & 31
LOT 32 & 33
LOT 34 & 35
LOT 36 & 37
DESCRIPTION
DUAL METER
DUAL METER
DUAL METER
SINGLE METER
DUAL METER
DUAL METER
DUAL METER
SINGLE METER
DUAL METER
DUAL METER
DUAL METER
DUAL METER
DUAL METER
DUAL METER
ALIGNMENT
STATION OFFSET
JACKSON
STA:8+21.78, 22.37' R
JACKSON
STA:7+41.75, 22.37' R
JACKSON
STA:6+61.75, 22.37' R
JACKSON
STA:4+83.72, 22.39' R
JACKSON
STA:4+09.78, 22.36' R
JACKSON
STA:3+35.24, 22.40' R
JACKSON
STA:2+78.26, 22.21' R
JACKSON
STA:2+48.27, 23.16' L
JACKSON
STA:3+76.50, 22.50' L
JACKSON
STA:4+64.71, 22.85' L
JACKSON
STA:5+48.24, 20.28' L
JACKSON
STA:6+36.56, 22.84' L
JACKSON
STA:7+36.42, 24.88' L
JACKSON
STA:8+36.42, 24.88' L
WATER METERS SHALL BE 5
8" SEE CITY OF YELM DWG NO. 4-1
ON SHEET C7.6 FOR SINGLE METER SERVICE, AND CITY OF
YELM DWG NO 4-2 ON SHEET C7.6 FOR DUAL METER SERVICE.
WATER TABLE
NAME
FH6
WA1
DESCRIPTION
Hydrant
CONNECT TO
EXISTING 12" WATERMAIN
1- 12"x8" REDUCER (MJ)
ALIGNMENT
STATION, OFFSET
JACKSON
STA:5+61.70, 23.05' R
JACKSON
STA:2+28.26, 2.50' R
UTILITY CROSSING NOTES
1.AT ALL UTILITY CROSSINGS:
STORM PIPE SHALL BE CONSTRUCTED OF ONE SEGMENT OF THE MAXIMUM STANDARD
LENGTH OF PIPE (BUT NOT LESS THAN 18 FEET LONG) WITH THE PIPES CENTERED TO
MAXIMIZE JOINT SEPARATION.
2.STORM CROSSING WITHIN 18" ABOVE WATER:
THE WATER PIPE SHALL BE ENCASED IN PIPE, OR CONCRETE. CONCRETE ENCASEMENT
CAN ONLY BE INSTALLED WHEN SPECIFICALLY DIRECTED BY THE CITY ENGINEER. STORM
SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE OR STANDARD SEWER PIPE IN A CASING
EQUIVALENT TO THAT SPECIFIED IN TABLE C1-4 OF THE WASHINGTON STATE DEPARTMENT
OF ECOLOGY'S CRITERIA FOR SEWAGE WORKS DESIGN (ORANGE BOOK) FOR A DISTANCE
OF 10 FEET ON EACH SIDE OF THE CROSSING.
3.PRESSURE SEWERS UNDER WATER LINES:
THESE PRESSURE SEWERS SHALL BE CONSTRUCTED ONLY UNDER WATER LINES WITH
DUCTILE IRON PIPE OR STANDARD SEWER PIPE IN A CASING EQUIVALENT TO THAT
SPECIFIED ABOVE IN C1-9.1.4A OF DOE'S ORANGE BOOK. FOR A DISTANCE OF AT LEAST 10
FEET ON EACH SIDE OF THE CROSSING.
N
GRAPHIC SCALE
0 50 100 FEET
1" = 50 FEET
25
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: October 8, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-WATR.dwg
C7.3
43
JACKSON STREET
WATER PLAN &
PROFILE
JACKSON STREET SE PROFILE (STA. 1+00 - STA. 9+00)
HORIZ. 1"=50', VERT. 1"=5'
JACKSON STREET SE PLAN - LOCAL ACCESS RESIDENTIAL (STA. 1+00 - STA. 9+00)
1"=50'
J
A
C
K
S
O
N
S
T
.
S
E
EXISTING GRADE
@ CL OF ROAD
FINISHED GRADE
@ CL OF ROAD
EXISTING GRADE
@ CL OF ROAD
PROPOSED GRADE
@ CL OF ROAD
SEE
C7.4
10/09/2024
s
s
s
s
s
s
s
s
sss
s
ss
s
s
s
s
s
s
s
s
s
s
s
s
s
ss
s
s
s
ss
s
s
s
106
105
53
54
56 57
61
60
58
62
2
1
59
98 97
38
TRACT 'L'
104
107
55
3
102
100 99
95
96
103
101
37
11
10
9
8
7
4400 S.F.
11
38
6
9
38
6
11
10
9
8
7
5
4
39
40
9
+
0
0
1
0
+
0
0
11+
0
0
12+00
13+00
14+00
15+00 16+00 17+00 17+50
STA: 11+83.49 JACKSON=
STA: 1+00.16 ROAD 1
2+
0
0
3+
0
0
WF22
STA: 16+06.86 JACKSON=
STA: 1+00.00 BERRY VALLEY
WA2
LOT 56
LOT 40
LOT 57 & 58
LOT 97
LOT 100 & 101
LOT 102 & 103
LOT 6 & 7
LOT 8 & 9
LOT 10 & 11
LOT 38 & 39
LOT 104 & 105
LOT 106 & 107
LOT 53 & 54
LOT 98 & 99
STA: 14+37.61 JACKSON=
STA: 7+06.91 ROAD 2
35
0
34
8
352
354
364
35
8
35
6
3
5
4
3
5
2
358352
35
4
368
362
LOT 4 & 5
WF1WF23
WF24 WF25
WATER TABLE
NAME
WA2
DESCRIPTION
END WATER MAIN
1 - 4" CAP W/ 2"
THREADED TAP (FL)
1 - 2" GATE FALVE W/ 2"
THREADED FLANGE (FL)
1 - 2" BLOWOFF ASSEMBLY
SEE YELM STD DWG. 4-9 SHEET C7.6
CONC. THRUST BLOCKING
ALIGNMENT
STATION, OFFSET
JACKSON
STA:17+27.86, 11.00' R
WATER FITTING TABLE
NAME
WF1
WF22
WF23
WF24
WF25
WF29
STRUCTURE INFORMATION
1 - 8" TEE (FL)
3 - 8" GATE VALVE (FLxMJ)
CONC. THRUST BLOCKING
1 - 8" 22.5° BEND (MJ)
CONC. THRUST BLOCKING
1 - 8" 22.5° BEND (MJ)
CONC. THRUST BLOCKING
1 - 8" 22.5° BEND (MJ)
CONC. THRUST BLOCKING
1 - 8" TEE (FL)
3 - 8" GATE VALVE (FLxMJ)
CONC. THRUST BLOCKING
1 - 8" TEE (FL)
3 - 8" GATE VALVE (FLxMJ)
CONC. THRUST BLOCKING
ALIGNMENT
STATION, OFFSET
BERRY VALLEY
STA:1+11.00, 11.00' L
JACKSON
STA:10+02.11, 11.90' R
JACKSON
STA:10+72.03, 15.09' R
JACKSON
STA:11+65.30, 15.96' R
JACKSON
STA:11+91.72, 11.89' R
JACKSON
STA:14+52.18, 11.00' R
WATER METER TABLE
LOT/S
LOT 4 & 5
LOT 6 & 7
LOT 8 & 9
LOT 10 & 11
LOT 38 & 39
LOT 40
LOT 56
LOT 57 & 58
LOT 97
LOT 98 & 99
LOT 100 & 101
LOT 102 & 103
DESCRIPTION
DUAL METER
DUAL METER
DUAL METER
DUAL METER
DUAL METER
SINGLE METER
SINGLE METER
DUAL METER
SINGLE METER
DUAL METER
DUAL METER
DUAL METER
ALIGNMENT
STATION OFFSET
JACKSON
STA:11+15.90, 22.37' R
JACKSON
STA:10+55.26, 22.40' R
JACKSON
STA:9+81.77, 22.37' R
JACKSON
STA:9+01.75, 22.37' R
JACKSON
STA:9+36.42, 24.88' L
JACKSON
STA:10+74.81, 26.97' L
JACKSON
STA:15+89.86, 19.50' L
JACKSON
STA:16+84.86, 19.50' L
JACKSON
STA:15+16.41, 22.39' R
JACKSON
STA:14+63.30, 22.40' R
JACKSON
STA:13+83.28, 22.51' R
JACKSON
STA:13+57.23, 22.41' R
WATER METERS SHALL BE 5
8" SEE CITY OF YELM DWG NO. 4-1
ON SHEET C7.6 FOR SINGLE METER SERVICE, AND CITY OF
YELM DWG NO 4-2 ON SHEET C7.6 FOR DUAL METER SERVICE.
337
340
345
350
355
360
365
370
375
380
337
340
345
350
355
360
365
370
375
380
9+00
36
5
.
8
5
36
5
.
6
0
9+50
36
5
.
3
5
36
5
.
1
0
10+00
36
4
.
8
5
36
4
.
6
0
10+50
36
4
.
3
5
36
4
.
1
2
11+00
36
4
.
0
3
36
4
.
0
9
11+50
36
4
.
3
1
36
4
.
6
7
12+00
36
4
.
9
3
36
4
.
8
3
12+50
36
4
.
4
0
36
3
.
9
0
13+00
36
3
.
4
0
36
2
.
9
0
13+50
36
2
.
4
0
36
1
.
9
0
14+00
36
1
.
4
0
36
0
.
7
7
14+50
35
9
.
8
9
35
8
.
7
7
15+00
35
7
.
3
9
35
5
.
8
9
15+50
35
4
.
3
9
35
2
.
8
9
16+00
35
1
.
3
9
34
9
.
9
8
16+50
34
8
.
7
7
34
7
.
7
4
17+00
34
6
.
9
0
34
6
.
0
5
17+50
3.00
%
2.00%
6.
0
0
%
1.50%
STA: 17+23.07
ELEV: 346.21
END ROAD IMPROVEMENTS
STA: 16+06.86
ELEV: 350.99
INTERSECTION
BERRY VALLEY ROAD SE
STA: 14+37.61
ELEV: 360.36
INTERSECTION
ROAD 2
STA: 11+83.49
ELEV: 364.82
INTERSECTION
ROAD 1
EXISTING ELEVATION
@ CL OF ROAD
PROPOSED ELEVATION
@ CL OF ROAD
EXISTING GRADE
@ CL OF ROAD
PROPOSED GRADE
@ CL OF ROAD
12" STORM BOT 360.55
8" WATER TOP 360.10
3.50', TYP
COVER
402LF 8"
C900 PVC
12" STORM BOT 342.53
8" WATER TOP 342.12
ENCASE WATER PIPE
PER CROSSING NOTES ON C7.3
WA2
WF22
SSFM BOT 358.72
12" STORM TOP 356.38
73LF 8" C900 PVC
8" WATER BOT 353.08
12" STORM TOP 350.00
STORM CROSSING
263LF 8
"
8
"
C
9
0
0
P
V
C
WF29
WF1
110
L
F
8
"
8
"
C
9
0
0
P
V
C
WF23 WF24
WF2527LF 8" C900 PVC
STORM CROSSING
126LF 8" C900 PVC
163LF 8"
8" C900 PVC
N
GRAPHIC SCALE
0 50 100 FEET
1" = 50 FEET
25
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: October 8, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-WATR.dwg
C7.4
44
JACKSON STREET
WATER PLAN &
PROFILE
JACKSON STREET SE PROFILE (STA. 9+00 - STA. 17+50)
HORIZ. 1"=50', VERT. 1"=5'
JACKSON STREET SE PLAN - LOCAL ACCESS RESIDENTIAL (STA. 9+00 - STA. 17+50)
1"=50'
JACKSON ST. SE
R
O
A
D
1
RO
A
D
2
BE
R
R
Y
V
A
L
L
E
Y
R
D
SEE
C7.3
SEE C7.5
SEE C7.1
SEE C7.5
10/09/2024
352
355
360
365
370
375
380
352
355
360
365
370
375
380
0+50
36
4
.
6
7
1+00
36
4
.
7
5
36
4
.
4
0
1+50
36
4
.
4
9
36
5
.
1
1
2+00
36
6
.
2
2
36
7
.
4
2
2+50
36
8
.
6
2
36
9
.
8
2
3+00
2.00%
4.80%
STA: 1+01.14
ELEV: 364.78
INTERSECTION
JACKSON ST SE
STA: 2+84.29
ELEV: 370.25
END ROAD
IMPROVEMENTS
EXISTING GRADE
@ CL OF ROAD
PROPOSED GRADE
@ CL OF ROAD
EXISTING GRADE
@ CL OF ROAD
124L
F
8
"
C
9
0
0
P
V
C
3.50', TYP
COVER
SSFM BOT 358.30
12" STORM TOP 357.45
PROPOSED GRADE
@ CL OF ROAD
WF25
12LF 8" 8" C900 PVC
WF26
30LF 8" 8" C900 PVC
WF27
WF28
4LF 8" 8" C900 PVC
WA3
340
345
350
355
360
365
340
345
350
355
360
365
0+25 0+50
35
0
.
9
6
35
0
.
9
7
1+00
35
1
.
2
2
35
1
.
4
7
1+50
35
1
.
7
2
35
1
.
9
7
2+00
35
2
.
2
2
35
2
.
4
7
2+50
35
2
.
7
2
35
2
.
9
7
3+00
35
3
.
2
2
35
3
.
4
7
3+50
35
3
.
7
2
35
4
.
0
0
4+00
35
4
.
3
5
35
4
.
7
5
4+50
35
5
.
2
2
35
5
.
7
2
5+00
35
6
.
2
2
35
6
.
7
2
5+50
35
7
.
2
2
35
7
.
7
2
6+00
35
8
.
2
2
35
8
.
7
2
6+50
35
9
.
2
2
35
9
.
7
2
7+00
36
0
.
1
9
36
0
.
0
6
7+50
35
9
.
5
0
STA: 0+75.00
ELEV: 350.97
CENTER CDS
STA: 7+06.91
ELEV: 360.36
INTERSECTION
JACKSON ST SE
EXISTING GRADE
@ CL OF ROAD
PROPOSED GRADE
@ CL OF ROAD
1.00%
2.00%
WF31
WF32
93LF 8" C90
0
P
V
C
3.50', TYP
COVER
EXISTING GRADE
@ CL OF ROAD
PROPOSED GRADE
@ CL OF ROADWA5
18LF 8" C900 PVC
12" STORM CROSSING
2.5" SEWER CROSSING
WF30
WF33
WF29
SSFM BOT: 353.82
12" STORM TOP: 349.87
SSFM BOT: 349.44
12" STORM TOP: 347.20
12" STORM BOT: 348.05
8" WATER TOP: 346.48
12" STORM BOT: 348.41
8" WATER TOP: 346.91
212LF 8" C
9
0
0
P
V
C
54LF 8" C900 PVC
307LF 8"
C900 PVC
345
350
355
360
365
370
375
345
350
355
360
365
370
375
0+50
36
7
.
1
6
36
6
.
1
9
1+00
36
4
.
6
9
36
3
.
1
9
1+50
36
1
.
6
9
36
0
.
1
9
2+00
35
8
.
7
7
35
7
.
9
4
2+50
35
7
.
8
0
35
8
.
1
8
3+00
35
8
.
4
7
2.00%
6.
0
0
%
STA: 1+00.00
ELEV: 364.69
CENTER CDS
STA: 2+75.00
ELEV: 358.19
INTERSECTION
BERRY VALLEY ROAD SE
EXISTING GRADE
@ CL OF ROAD
PROPOSED GRADE
@ CL OF ROAD
18
0
L
F
8
"
C
9
0
0
P
V
C
3.50', TYP
COVER
EXISTING GRADE
@ CL OF ROAD
PROPOSED GRADE
@ CL OF ROAD
WF3
51LF 8" 8" C900 PVC
WF4
WA4
12" STORM BOT 354.57
8" WATER TOP 352.86
WATER METER TABLE
LOT/S
LOT 1
LOT 2 & 3
DESCRIPTION
SINGLE METER
DUAL METER
ALIGNMENT
STATION OFFSET
ROAD 1
STA:2+49.45, 23.50' L
ROAD 1
STA:1+84.45, 23.50' L
" SEE CITY OF YELM DWG NO. 4-1
LOT 55
LOT 104 & 105
LOT 106 & 107
LOT 108
SINGLE METER
DUAL METER
DUAL METER
SINGLE METER
ROAD 2
STA:6+52.98, 15.00' L
ROAD 2
STA:6+23.36, 22.50' R
ROAD 2
STA:5+21.76, 22.50' R
ROAD 2
STA:4+13.98, 22.48' R
WATER METER TABLE
LOT/S
LOT 84 & 85
LOT 86 & 87
LOT 88 & 89
LOT 90
LOT 91 & 92
DESCRIPTION
DUAL METER
DUAL METER
DUAL METER
SINGLE METER
DUAL METER
ALIGNMENT
STATION OFFSET
ROAD 3
STA:2+55.66, 92.89' R
ROAD 3
STA:1+06.14, 44.05' R
ROAD 3
STA:0+73.22, 35.31' L
ROAD 3
STA:1+46.47, 22.50' L
ROAD 3
STA:2+55.65, 81.51' L
WATER METERS SHALL BE 5
8" SEE CITY OF YELM DWG NO. 4-1
ON SHEET C7.6 FOR SINGLE METER SERVICE, AND CITY OF
YELM DWG NO 4-2 ON SHEET C7.6 FOR DUAL METER SERVICE.
WATER FITTING TABLE
NAME
WF3
WF4
WF29
WF30
WF31
WF32
WF33
STRUCTURE INFORMATION
1 - 8" TEE (FL)
3 - 8" GATE VALVE (FLxMJ)
CONC. THRUST BLOCKING
1 - 8"x6" TEE (MJxFL)
1 - 6" GATE VALVE (FLxMJ)
9 LF 6" DI CL52
1 - FIRE HYDRANT ASSEMBLY
SEE YELM DWG. 4-7 SHEET C7.6
CONC. THRUST BLOCKING
1 - 8" TEE (FL)
3 - 8" GATE VALVE (FLxMJ)
CONC. THRUST BLOCKING
1 - 8"x6" TEE (MJxFL)
1 - 6" GATE VALVE (FLxMJ)
17 LF 6" DI CL52
1 - FIRE HYDRANT ASSEMBLY
SEE YELM DWG. 4-7 SHEET C7.6
CONC. THRUST BLOCKING
1 - 8" 22.5° BEND (MJ)
CONC. THRUST BLOCKING
1 - 8" 22.5° BEND (MJ)
CONC. THRUST BLOCKING
1 - 8"x6" TEE (MJxFL)
1 - 6" GATE VALVE (FLxMJ)
3 LF 6" DI CL52
1 - FIRE HYDRANT ASSEMBLY
SEE YELM DWG. 4-7 SHEET C7.6
CONC. THRUST BLOCKING
ALIGNMENT
STATION, OFFSET
BERRY VALLEY
STA:5+26.77, 11.00' L
ROAD 3
STA:2+34.16, 11.00' R
JACKSON
STA:14+52.18, 11.00' R
ROAD 2
STA:0+53.51, 11.01' L
ROAD 2
STA:3+62.75, 14.14' L
ROAD 2
STA:4+50.42, 14.29' L
ROAD 2
STA:6+60.79, 11.07' L
WATER TABLE
NAME
FH2
FH7
FH8
FH9
DESCRIPTION
Hydrant
Hydrant
Hydrant
Hydrant
ALIGNMENT
STATION, OFFSET
ROAD 3
STA:2+34.16, 16.07' R
ROAD 1
STA:1+27.04, 18.82' L
ROAD 2
STA:0+53.51, 28.96' L
ROAD 2
STA:6+60.71, 15.00' L
WATER FITTING TABLE
NAME
WF25
WF26
WF27
WF28
STRUCTURE INFORMATION
1 - 8" TEE (FL)
3 - 8" GATE VALVE (FLxMJ)
CONC. THRUST BLOCKING
1 - 8"x6" TEE (MJxFL)
1 - 6" GATE VALVE (FLxMJ)
11 LF 6" DI CL52
1 - FIRE HYDRANT ASSEMBLY
SEE YELM DWG. 4-7 SHEET C7.6
CONC. THRUST BLOCKING
1 - 8" 45° BEND (MJ)
CONC. THRUST BLOCKING
1 - 8" 45° BEND (MJ)
CONC. THRUST BLOCKING
ALIGNMENT
STATION, OFFSET
JACKSON
STA:11+91.72, 11.89' R
ROAD 1
STA:1+26.99, 8.02' L
ROAD 1
STA:1+57.53, 8.02' L
ROAD 1
STA:1+60.54, 11.01' L
WATER TABLE
NAME
WA3
WA4
WA5
DESCRIPTION
END WATER MAIN
1 - 4" CAP W/ 2"
THREADED TAP (FL)
1 - 2" GATE FALVE W/ 2"
THREADED FLANGE (FL)
1 - 2" BLOWOFF ASSEMBLY
SEE YELM STD DWG. 4-9 SHEET C7.6
CONC. THRUST BLOCKING
END WATER MAIN
1 - 4" CAP W/ 2"
THREADED TAP (FL)
1 - 2" GATE FALVE W/ 2"
THREADED FLANGE (FL)
1 - 2" BLOWOFF ASSEMBLY
SEE YELM STD DWG. 4-9 SHEET C7.6
CONC. THRUST BLOCKING
END WATER MAIN
1 - 8" CAP W/ 2"
THREADED TAP (FL)
1 - 2" GATE FALVE W/ 2"
THREADED FLANGE (FL)
1 - 2" BLOWOFF ASSEMBLY
SEE YELM STD DWG. 4-9 SHEET C7.6
CONC. THRUST BLOCKING
ALIGNMENT
STATION, OFFSET
ROAD 1
STA:2+84.45, 11.01' L
ROAD 3
STA:0+52.59, 11.00' R
ROAD 2
STA:0+33.73, 11.00' L
WATER METER TABLE
LOT/S
LOT 41 & 109
LOT 42 & 43
LOT 44
LOT 45 & 46
LOT 47 & 48
LOT 49 & 50
LOT 51 & 52
LOT 53 & 54
DESCRIPTION
DUAL METER
DUAL METER
SINGLE METER
DUAL METER
DUAL METER
DUAL METER
DUAL METER
DUAL METER
ALIGNMENT
STATION OFFSET
ROAD 2
STA:2+88.72, 22.50' R
ROAD 2
STA:1+88.72, 22.50' R
ROAD 2
STA:0+95.28, 39.23' R
ROAD 2
STA:1+85.82, 22.50' L
ROAD 2
STA:2+85.82, 22.50' L
ROAD 2
STA:3+77.96, 22.50' L
ROAD 2
STA:4+61.96, 22.78' L
ROAD 2
STA:5+56.77, 22.50' L
s s
s
s
2 1TRACT 'L'3
4
3+002+00
STA: 1+01.14 ROAD 1=
STA: 11+82.62 JACKSON
WA3
FH7 LOT 1
LOT 2 & 3
3
6
4
37
6
LOT 4 & 5
WF24
WF25
WF26
s sss
s
s
s s
s
s
ssss
s
s
s
s
s
s
s s
s
s
s
s
s
s
51
50
49
108 106 105
53 54
42
41
46
47
TRACT 'L'
104107
109
43
48
55
45
TRACT 'H'
44
52
40
2+0
0
3+0
0
4+00
5+00 6+00 7+00
STA: 7+06.91 ROAD 2=
STA: 14+37.61 JACKSON
WF31
WF32
FH8
LOT 55
LOT 44
LOT 108
LOT 40
LOT 104 & 105LOT 106 & 107
LOT 41 & 109
LOT 42 & 43
LOT 45 & 46
LOT 47 & 48
LOT 49 & 50
LOT 51 & 52
LOT 53 & 54
FH9
WA5
3
6
4
358
356
354
3
5
6
3
5
8
35
2
35
4
3
5
6
3
5
4
3
6
2
WF29
WF30
WF33
s
s
s
s
s
s
s
ss
s
s
s
s
92
91
89
88
87
85
90
2+00
STA: 2+75.47 ROAD 3=
STA: 5+15.77 BERRY VALLEY
4+
0
0
5+
0
0
6+
0
0
LOT 90
LOT 86 & 87
LOT 88 & 89
35
8
356
36
6
36
4
36
2
36
0 358
3
6
8
3
6
4
3
6
6
WF3
WF4
LOT 91 & 92
LOT 84 & 85
N
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: October 8, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-WATR.dwg
C7.5
45
ROAD 1, ROAD 2 &
ROAD 3 WATER
PLAN & PROFILE
ROAD 1 PROFILE
HORIZ. 1"=50', VERT. 1"=5'
SEE C7.4
SE
E
C7.
4
SEE C7.4 ROAD 3
JA
C
K
S
O
N
ROAD 3 - LOCAL ACCESS RESIDENTIAL
1"=50'
ROAD 1 - LOCAL ACCESS RESIDENTIAL
1"=50'
SEE C7.1
SEE C7.1
ROAD 2 - LOCAL ACCESS RESIDENTIAL
1"=50'
SEE C7.4
ROAD 2 PROFILE
HORIZ. 1"=50', VERT. 1"=5'
ROAD 3 PROFILE
HORIZ. 1"=50', VERT. 1"=5'
BE
R
R
Y
V
A
L
L
E
Y
J
A
C
K
S
O
N
ROAD 2
ROAD 1
N
N
86
354.36
347.94
348.30
10/09/2024
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
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before you dig.Call
R
APPLICATION # 2024.00XX
DATE: May 13, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-WATR-DETL.dwg
C7.6
46
WATER NOTES &
DETAILS
1.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.
2.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. THE
CONTRACTOR IS RESPONSIBLE TO HAVE A SET OF APPROVED PLANS AT THE
MEETING.
3.WATER MAINS SHALL MEET THE FOLLOWING SPECIFICATIONS:
3.1.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.
3.2.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.
3.3.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.
3.4.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.
4.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.
5.HYDRANTS SHALL BE M & H RELIANT STYLE 929, MUELLER CENTURION, OR CLOW
MEDALLION OR AVK. HYDRANTS SHALL BE BAGGED UNTIL SYSTEM IS APPROVED.
FIRE FLOW TESTING SHALL BE CONDUCTED PRIOR TO ACCEPTANCE.
6.ALL LINES SHALL BE CHLORINATED AND TESTED IN CONFORMANCE WITH THE ABOVE
REFERENCED SPECIFICATION (NOTE 1).
7.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.
8.PROVIDE TRAFFIC CONTROL PLAN(S) AS REQUIRED IN ACCORDANCE WITH MUTCD.
9.ALL WATER MAINS SHALL BE STAKED FOR GRADES AND ALIGNMENT BY AN
ENGINEERING OR SURVEYING FIRM CAPABLE OF PERFORMING SUCH WORK.
10.ALL SERVICE LINE LOCATIONS SHALL BE MARKED ON THE FACE OF THE CURB WITH AN
EMBOSSED "W" 1/4 INCH INTO CONCRETE.
11.CALL UNDERGROUND LOCATE AT 1-800-424-5555 A MINIMUM OF 48 HOURS PRIOR TO
ANY EXCAVATIONS.
12.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.
13.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.
14.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.
15.A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER
SPECIFICATIONS AND DETAILS SHALL BE ONSITE DURING CONSTRUCTION.
16.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.
GENERAL NOTES (WATER MAIN INSTALLATION)
10/09/2024
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: May 13, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-WATR-DETL.dwg
C7.7
47
WATER NOTES &
DETAILS
10/09/2024
929394 84
69
61
68
60
6766
656463
70
62
2
71
83
72
8
0
TRACT 'B'
8
2
8
1
TRACT 'A'
7
9
7
6
7
7
7
8
7
4
7
5
7
3
1
59
91
89
88
87
85
97
8690
TRACT 'L'
104
55
TR
A
C
T
'
D
'
TR
A
C
T
'
C
'
3
102
100
99
9596
103
98
101
s
s s s s s s
s s
s
s
s
s
s
s
s
s
s
s
s s
s
s
s
s
s
s
s
s s
s
s
s
s
s
s
s
s
s s
s
s
s
s
s
s s s s s s
s
3+003+00
7+00
2+00 3+00 4+00 5+00 6+00 7+00
8
+
0
0
9
+
0
0
1
0
+
0
0
1
1
+
0
0
12+00
13
+
0
0
1
3
+
0
0
1
4
+
0
0
1
5
+
0
0
16
+
0
0
17
+
0
0
STA: 1+01.14 ROAD 1=
STA: 11+82.62 JACKSON
2.5" SEWER STEP MAIN
254LF 2.5" PVC SDR-21
167LF 2.5" PVC SDR-21
2.5" SEWER STEP MAIN
STA:2+39.45, 11.00' R
END OF FORCE MAIN
PROVIDE END OF LINE CLEANOUT
PER YELM DW 5-20 ON SHEET C8.5
STA: 5+15.77 BERRY VALLEY=
STA: 2+75.47 ROAD 3
STA: 1+04.80 11.00' LT
1 - 2" x 1.5" REDUCER
1.5" SEWER STEP MAIN
STA: 9+44.12 11.00' RT
1 - 2" x 1.5" REDUCER
STA: 5+42.50 11.00' RT
1 - 2.5" x 2" REDUCER
STA: 10+27.62 11.00' RT
END SEWER STEP MAIN
PROVIDE END OF LINE
CLEANOUT PER YELM DWG.
NO. 5-20 ON SHEET C8.5
1.5" SEWER STEP MAIN
2" SEWER STEP MAIN
STA:5+04.75
1 - 2.5" TEE
2 - 2.5" GATE VALVE (E,W)
1 - 2.5"x2" REDUCER (S)
1 - 2" GATE VALVE (S)
CONC. THRUST BLOCKING
STA:14+30.11
1 - 2.5" TEE
2 - 2.5" GATE VALVE (N,S)
1 - 2.5"x2" REDUCER (W)
1 - 2" GATE VALVE (W)
CONC. THURST BLOCKING
Profile View of BERRY VALLEY26
BERRY VALLEY
340
345
350
355
360
365
370
375
340
345
350
355
360
365
370
375
320
325
330
335
340
345
350
355
320
325
330
335
340
345
350
355
35
0
.
4
9
1+50
35
0
.
2
0
35
0
.
3
6
2+00
35
0
.
9
5
35
1
.
9
9
2+50
35
3
.
2
4
35
4
.
4
9
3+00
35
5
.
6
5
35
6
.
6
3
3+50
35
7
.
4
3
35
8
.
0
5
4+00
35
8
.
4
9
35
8
.
7
5
4+50
35
8
.
8
3
35
8
.
7
4
5+00
35
8
.
4
6
35
8
.
0
0
5+50
35
7
.
3
6
35
6
.
5
5
6+00
35
5
.
5
5
35
4
.
3
8
6+50
35
3
.
0
2
35
1
.
4
9
34
8
.
2
4
7+50
34
6
.
6
1
34
4
.
9
9
8+00
34
3
.
3
6
34
1
.
8
3
8+50
34
0
.
4
8
33
9
.
3
1
9+00
33
8
.
3
3
33
7
.
5
3
9+50
33
6
.
9
2
33
6
.
4
0
10+00
33
5
.
8
8
33
5
.
3
5
10+50
33
4
.
8
3
33
4
.
3
1
11+00
33
3
.
7
9
33
3
.
2
7
11+50
33
2
.
7
4
33
2
.
2
2
PROPOSED 12" STORM
PROPOSED WATER MAIN
STA: 5+04.77
1 - 2.5" TEE
2 - 2.5" GATE VALVE
1 - 2.5"x2" REDUCER
1 - 2" GATE VALVE
CONC. THRUST BLOCKING
1 - 2.5" x 2" REDUCER
1 - 2" x 1.5" REDUCER
STA: 10+27.62
END SEWER STEP MAIN
PROVIDE END OF LINE
CLEANOUT PER YELM DWG.
NO. 5-20 ON SHEET C8.5
2.00%
5.00%
6.
5
0
%
2.09%
PC
7+
0
8
.
7
3
EL
E
V
=
3
4
9
.
2
9
PT
8+
3
6
.
1
3
EL
E
V
=
3
4
1
.
2
0
PC
10
+
4
6
.
3
4
EL
E
V
=
3
3
4
.
9
1
PT
11
+
7
6
.
2
8
EL
E
V
=
3
3
2
.
2
0
421L
F
2
.
5
"
P
V
C
S
D
R
-
2
1
33LF 2.5" PVC SDR-21
392LF 2" PVC SDR-21
84LF 1.5" PVC SDR-21
SEWER STUB TABLE
STUB NAME
LOT 71 & 72
LOT 73 & 74
LOT 75 & 76
LOT 77 & 78
LOT 79
LOT 80
LOT 81 & 82
LOT 83
LOT 84
LOT 85
LOT 96
STUB INFORMATION
STA: 7+20.16, 17.09' L
2" DUAL SERVICE CONNECTION
STA: 7+83.15, 17.09' L
2" DUAL SERVICE CONNECTION
STA: 8+64.12, 17.09' L
2" DUAL SERVICE CONNECTION
STA: 9+44.12, 17.09' L
2" DUAL SERVICE CONNECTION
STA: 10+22.62, 19.50' L
1" SINGLE SERVICE CONNECTION
STA: 9+69.92, 19.50' R
1" SINGLE SERVICE CONNECTION
STA: 8+81.42, 17.09' R
2" DUAL SERVICE CONNECTION
STA: 7+18.36, 19.49' R
1" SINGLE SERVICE CONNECTION
STA: 6+46.52, 19.87' R
1" SINGLE SERVICE CONNECTION
STA: 5+71.20, 19.86' R
1" SINGLE SERVICE CONNECTION
STA: 2+34.77, 19.50' R
1" SINGLE SERVICE CONNECTION
ROAD NAME
BERRY VALLEY
BERRY VALLEY
BERRY VALLEY
BERRY VALLEY
BERRY VALLEY
BERRY VALLEY
BERRY VALLEY
BERRY VALLEY
BERRY VALLEY
BERRY VALLEY
BERRY VALLEY
SEWER STUB TABLE
STUB NAME
LOT 59
LOT 60
LOT 61 & 62
LOT 63 & 64
LOT 65
LOT 66
STUB INFORMATION
STA: 1+37.41, 22.84' L
1" SINGLE SERVICE CONNECTION
STA: 1+93.00, 19.50' L
1" SINGLE SERVICE CONNECTION
STA: 2+64.00, 17.09' L
2" DUAL SERVICE CONNECTION
STA: 3+44.00, 17.09' L
2" DUAL SERVICE CONNECTION
STA: 4+24.25, 19.59' L
1" SINGLE SERVICE CONNECTION
STA: 4+44.25, 19.51' L
1" SINGLE SERVICE CONNECTION
ROAD NAME
BERRY VALLEY
BERRY VALLEY
BERRY VALLEY
BERRY VALLEY
BERRY VALLEY
BERRY VALLEY
SEWER STUB TABLE
STUB NAME
LOT 67
LOT 68
LOT 69 & 70
LOT 91
LOT 92 & 93
LOT 94 & 95
STUB INFORMATION
STA: 5+32.00, 19.50' L
1" SINGLE SERVICE CONNECTION
STA: 5+42.50, 19.50' L
1" SINGLE SERVICE CONNECTION
STA: 6+34.00, 17.09' L
2" DUAL SERVICE CONNECTION
STA: 4+68.91, 19.86' R
1" SINGLE SERVICE CONNECTION
STA: 3+94.29, 17.35' R
2" DUAL SERVICE CONNECTION
STA: 3+14.14, 17.35' R
2" DUAL SERVICE CONNECTION
ROAD NAME
BERRY VALLEY
BERRY VALLEY
BERRY VALLEY
BERRY VALLEY
BERRY VALLEY
BERRY VALLEY
N
GRAPHIC SCALE
0 50 100 FEET
1" = 50 FEET
25
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: October 8, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-SSWR.dwg
C8.1
48
BERRY VALLEY
ROAD STEP PLAN
& PROFILE
BERRY VALLEY ROAD SE PROFILE (STA. 1+00 - STA. 13+50)
HORIZ. 1"=50', VERT. 1"=5'
BERRY VALLEY ROAD SE PLAN - NEIGHBORHOOD COLLECTOR (STA. 1+00 - STA. 13+50)
1"=50'
BERRY VALLEY
ROAD SE
EXISTING GRADE @
CL OF ROAD
FINISHED GRADE @ CL
OF ROAD
EXISTING GRADE
@ CL OF ROAD
FINISHED GRADE @
CL OF ROAD
SEE C8.4SEE C8.3
SEE C8.3
RO
A
D
3
JA
C
K
S
O
N
ST
S
E
1.SEE CITY OF YELM DWG. NO. 5-1 ON SHEET C8.5 FOR 1" SINGLE SERVICE CONNECTION.
2.SEE CITY OF YELM DWG. NO. 5-2 ON SHEET C8.5 FOR 2" DOUBLE SERVICE CONNECTION.
SEWER STUB NOTES
EXISTING GRADE @
CL OF ROAD
FINISHED GRADE @ CL
OF ROAD
SEWER STEP MAIN SIZING
BERRY VALLEY ROAD SE (STA: 0+94 TO STA: 5+43)
NUMBER OF PUMP CORES CONNECTED:38
MAX. PUMP CORES RUNNING
SIMULTANEOUSLY (TABLE 3):6
PROPOSED STEP MAIN SIZE:2.5"
FLOW VELOCITY (TABLE 5):3.99 fps
FRICTION HEAD LOSS (TABLE 5):2.2 FT/100FT
BERRY VALLEY ROAD SE (STA: 5+43 TO 9+44)
NUMBER OF PUMP CORES CONNECTED:18
PUMP CORES RUNNING
SIMULTANEOUSLY (TABLE 3):4
PROPOSED STEP MAIN SIZE:2"
FLOW VELOCITY (TABLE 5):3.89 fps
FRICTION HEAD LOSS (TABLE 5):2.63 FT/100FT
BERRY VALLEY ROAD SE (STA: 9+44 TO 10+28)
NUMBER OF PUMP CORES CONNECTED:2
PUMP CORES RUNNING
SIMULTANEOUSLY (TABLE 3):2
PROPOSED STEP MAIN SIZE:1.5"
FLOW VELOCITY (TABLE 5):3.47 fps
FRICTION HEAD LOSS (TABLE 5):2.97 FT/100FT
*FORCE MAIN DESIGN PERFORMED USING
RECOMMENDATIONS IN THE 'DESIGN HANDBOOK FOR
LOW PRESSURE SEWER SYSTEMS' PREPARED BY
ENVIRONMENT ONE.
10/09/2024
JACKSON ST SE
25
24
21
22
18
23
38
14
15
36
37
35
34
33
20
19
16
17
13
12
11
27
26
39
40
32
s
s
s
s
s
s
s
s
s s
s s
s s
s
s
s
s
s
s
s
s
s
s s
ss
s
1+00 2+00 3+00
4+00
5+00
6
+
0
0
7
+
0
0
8
+
0
0
9+00
STA:2+20.65
CONNECT TO EXISTING
4" SEWER STEP SYSTEM
1-4"x3" REDUCER
3" S
E
W
E
R
S
T
E
P
M
A
I
N
355
360
365
370
375
380
385
390
395
355
360
365
370
375
380
385
390
395
1+00 1+50 2+00
38
0
.
9
3
2+50
38
1
.
7
7
38
2
.
2
5
3+00
38
2
.
2
9
38
1
.
8
8
3+50
38
1
.
0
3
37
9
.
8
1
4+00
37
8
.
5
6
37
7
.
3
1
4+50
37
6
.
0
6
37
4
.
8
1
5+00
37
3
.
5
6
37
2
.
3
2
5+50
37
1
.
2
0
37
0
.
2
5
6+00
36
9
.
4
7
36
8
.
8
5
6+50
36
8
.
4
0
36
8
.
1
1
7+00
36
7
.
8
6
36
7
.
6
1
7+50
36
7
.
3
6
36
7
.
1
1
8+00
36
6
.
8
5
36
6
.
6
0
8+50
36
6
.
3
5
36
6
.
1
0
9+00
36
5
.
8
5
PROPOSED WATER MAIN
PROPOSED 12" STORMSTA: 2+20.65
CONNECT TO EXISTING
4" SEWER STEP SYSTEM
1-4"x3" REDUCER
12" STORM BOT 366.23
12" STORM BOT 363.81
3.50%
5.0
0
%
1.00%
GRADE BREAK STA: 2+09.43
ELEV: 380.39
42
5
L
F
3
"
P
V
C
S
D
R
-
2
1
SEWER STUB TABLE
STUB NAME
LOT 11 & 12
LOT 13 & 14
LOT 15 & 16
LOT 17 & 18
LOT 19
LOT 20 & 21
LOT 22 & 23
LOT 24
LOT 25 & 26
LOT 27 & 28
LOT 29 & 30
LOT 31 & 32
LOT 33 & 34
LOT 35 & 36
LOT 37 & 38
STUB INFORMATION
STA: 8+62.72, 4.60' L
2" DUAL SERVICE CONNECTION
STA: 7+81.54, 8.59' L
2" DUAL SERVICE CONNECTION
STA: 7+00.32, 0.01' R
2" DUAL SERVICE CONNECTION
STA: 6+16.38, 20.58' R
2" DUAL SERVICE CONNECTION
STA: 4+72.09, 22.11' R
1" SINGLE SERVICE CONNECTION
STA: 3+69.77, 19.97' R
2" DUAL SERVICE CONNECTION
STA: 3+14.28, 19.97' R
2" DUAL SERVICE CONNECTION
STA: 2+41.30, 19.41' R
1" SINGLE SERVICE CONNECTION
STA: 2+78.26, 20.09' L
2" DUAL SERVICE CONNECTION
STA: 4+23.20, 20.37' L
2" DUAL SERVICE CONNECTION
STA: 5+06.28, 19.60' L
2" DUAL SERVICE CONNECTION
STA: 5+91.67, 16.65' L
2" DUAL SERVICE CONNECTION
STA: 6+81.68, 37.28' L
2" DUAL SERVICE CONNECTION
STA: 7+78.92, 48.71' L
2" DUAL SERVICE CONNECTION
STA: 8+76.67, 43.27' L
2" DUAL SERVICE CONNECTION
ROAD NAME
JACKSON
JACKSON
JACKSON
JACKSON
JACKSON
JACKSON
JACKSON
JACKSON
JACKSON
JACKSON
JACKSON
JACKSON
JACKSON
JACKSON
JACKSON
N
GRAPHIC SCALE
0 50 100 FEET
1" = 50 FEET
25
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: October 8, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-SSWR.dwg
C8.2
49
JACKSON STREET
STEP PLAN & PROFILE
JACKSON STREET SE PROFILE (STA. 1+00 - STA. 9+00)
HORIZ. 1"=50', VERT. 1"=5'
JACKSON STREET SE PLAN - LOCAL ACCESS RESIDENTIAL (STA. 1+00 - STA. 9+00)
1"=50'
J
A
C
K
S
O
N
S
T
.
S
E
EXISTING GRADE @
CL OF ROAD
FINISHED GRADE @ CL
OF ROAD
EXISTING GRADE
@ CL OF ROAD
FINISHED GRADE @
CL OF ROAD
SEE
C8.3
1.SEE CITY OF YELM DWG. NO. 5-1 ON SHEET C8.5 FOR 1" SINGLE
SERVICE CONNECTION.
2.SEE CITY OF YELM DWG. NO. 5-2 ON SHEET C8.5 FOR 2" DOUBLE
SERVICE CONNECTION.
SEWER STUB NOTES
SEWER STEP MAIN SIZING
JACKSON STREET SE (STA: 2+21 TO STA: 11+80)
NUMBER OF PUMP CORES CONNECTED:109
MAX. PUMP CORES RUNNING
SIMULTANEOUSLY (TABLE 3):8
PROPOSED STEP MAIN SIZE:3"
FLOW VELOCITY (TABLE 5):3.59 fps
FRICTION HEAD LOSS (TABLE 5):1.44 FT/100FT
*FORCE MAIN DESIGN PERFORMED USING
RECOMMENDATIONS IN THE 'DESIGN HANDBOOK FOR
LOW PRESSURE SEWER SYSTEMS' PREPARED BY
ENVIRONMENT ONE.
10/09/2024
106
105
53
54
56 57
61
60
58
2
59
97
38
TRACT 'L'
104
107
55
3 100 99
96
103
98
37
5
4
6
11
10
9
8
7
39
40
s
s
s
s
s
s
s
sss
s
ss
s
s
s
s
s
s
s
s
s
s
s
ss
s
s
s
ss
s
s
s
2
+
0
0
5+
0
0
6+
0
0
7+
0
0
2+
0
0
17+50
8
+
0
0
9+00
1
0
+
0
0
11+
0
0
12+00
13+00
14+00
15+00 16+00 17+00
STA: 1+01.14 ROAD 1=
STA: 11+82.62 JACKSON
STA:17+27.86
END OF FORCE MAIN
PROVIDE END OF LINE CLEANOUT
PER YELM DW 5-20 ON SHEET C8.5
STA: 16+60.86 11.00' LT
1 - 2" x 1.5" REDUCER
STA: 7+06.91 ROAD 2=
STA: 14+37.61 JACKSON
2
"
S
E
W
E
R
S
T
E
P
M
A
I
N
STA:11+83.09
1 - 2.5" TEE
1 - 3"x2.5" REDUCER (S)
2 - 2.5" GATE VALVE (S,N)
1 - 2.5"x2" REDUCER (E)
1 - 2" GATE VALVE (E)
CONC. THURST BLOCKING STA:14+30.11
1 - 2.5" TEE
2 - 2.5" GATE VALVE (N,S)
1 - 2.5"x2" REDUCER (W)
1 - 2" GATE VALVE (W)
CONC. THURST BLOCKING
STA:15+95.86
1 - 2.5" TEE
2 - 2.5" GATE VALVE (S,E)
1 - 2.5"x2" REDUCER (N)
1 - 2" GATE VALVE (N)
CONC. THRUST BLOCKING
335
340
345
350
355
360
365
370
375
380
335
340
345
350
355
360
365
370
375
380
EXISTING GRADE
@ CL OF ROAD
FINISHED GRADE @
CL OF ROAD
EXISTING GRADE
@ CL OF ROAD
FINISHED GRADE @
CL OF ROAD
9+00
36
5
.
8
5
36
5
.
6
0
9+50
36
5
.
3
5
36
5
.
1
0
10+00
36
4
.
8
5
36
4
.
6
0
10+50
36
4
.
3
5
36
4
.
1
2
11+00
36
4
.
0
3
36
4
.
0
9
11+50
36
4
.
3
1
36
4
.
6
7
12+00
36
4
.
9
3
36
4
.
8
3
12+50
36
4
.
4
0
36
3
.
9
0
13+00
36
3
.
4
0
36
2
.
9
0
13+50
36
2
.
4
0
36
1
.
9
0
14+00
36
1
.
4
0
36
0
.
7
8
14+50
35
9
.
9
0
35
8
.
7
8
15+00
35
7
.
4
0
35
5
.
9
0
15+50
35
4
.
4
0
35
2
.
9
0
16+00
35
1
.
4
0
35
0
.
0
0
16+50
34
8
.
7
8
34
7
.
7
5
17+00
34
6
.
9
0
17+50
PROPOSED 12" STORM
STA: 17+28.07
END OF FORCE MAIN
PROVIDE END OF LINE CLEANOUT
PER YELM DW 5-20 ON SHEET C8.5
12" STORM BOT 360.54
12" STORM BOT 355.29
3.00
%
2.00%
6.
0
0
%
1.50%959 LF 3" PVC SDR-21
374LF 2.5" PVC SDR-21
445LF 2.5" PVC SDR-21
1 - 2.5" TEE
2 - 2.5" GATE VALVE (N,S)
1 - 2.5"x2" REDUCER (W)
1 - 2" GATE VALVE (W)
CONC. THRUST BLOCKING
1 - 2.5" TEE
1 - 3"x2.5" REDUCER (S)
2 - 2.5" GATE VALVE (S,N)
1 - 2.5"x2" REDUCER (E)
1 - 2" GATE VALVE (E)
CONC. THRUST BLOCKING
1 - 2.5" TEE
2 - 2.5" GATE VALVE (S,E)
1 - 2.5"x2" REDUCER (N)
1 - 2" GATE VALVE (N)
CONC. THRUST BLOCKING
67LF 1.5" PVC SDR-21
65LF 2"
PVC SDR-21
SEWER STUB TABLE
STUB NAME
LOT 3
LOT 4
LOT 5 & 6
LOT 7 & 8
LOT 9 & 10
LOT 39 & 40
LOT 56
LOT 57
LOT 58
LOT 59
LOT 97
LOT 98
LOT 99 & 100
LOT 103
LOT 104
STUB INFORMATION
STA: 12+04.67, 49.58' R
1" SINGLE SERVICE CONNECTION
STA: 1+08.12, 43.32' R
1" SINGLE SERVICE CONNECTION
STA: 10+79.37, 15.66' R
2" DUAL SERVICE CONNECTION
STA: 10+18.51, 14.10' R
2" DUAL SERVICE CONNECTION
STA: 9+43.00, 9.71' R
2" DUAL SERVICE CONNECTION
STA: 9+76.51, 26.99' L
2" DUAL SERVICE CONNECTION
STA: 16+27.52, 19.50' L
1" SINGLE SERVICE CONNECTION
STA: 16+38.52, 19.50' L
1" SINGLE SERVICE CONNECTION
STA: 17+14.86, 19.50' L
1" SINGLE SERVICE CONNECTION
STA: 1+37.41, 22.84' L
1" SINGLE SERVICE CONNECTION
STA: 15+65.52, 16.51' R
1" SINGLE SERVICE CONNECTION
STA: 14+92.99, 22.48' R
1" SINGLE SERVICE CONNECTION
STA: 14+23.26, 20.02' R
2" DUAL SERVICE CONNECTION
STA: 13+16.21, 22.27' R
1" SINGLE SERVICE CONNECTION
STA: 6+64.11, 22.50' R
1" SINGLE SERVICE CONNECTION
ROAD NAME
JACKSON
ROAD 1
JACKSON
JACKSON
JACKSON
JACKSON
JACKSON
JACKSON
JACKSON
BERRY VALLEY
JACKSON
JACKSON
JACKSON
JACKSON
ROAD 2
N
GRAPHIC SCALE
0 50 100 FEET
1" = 50 FEET
25
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: October 8, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-SSWR.dwg
C8.3
50
JACKSON STREET
STEP PLAN & PROFILE
JACKSON STREET SE PROFILE (STA. 9+00 - STA. 17+50)
HORIZ. 1"=50', VERT. 1"=5'
JACKSON STREET SE PLAN - LOCAL ACCESS RESIDENTIAL (STA. 9+00 - STA. 17+50)
1"=50'
JACKSON ST. SE
END ROAD
CONSTRUCTION
MATCH EXISTING
R
O
A
D
1
RO
A
D
2
BE
R
R
Y
VA
L
L
E
Y
SEE
C8.2
SEE C8.4
SEE C8.1
SEE C8.4
1.SEE CITY OF YELM DWG. NO. 5-1 ON SHEET C8.5 FOR 1" SINGLE
SERVICE CONNECTION.
2.SEE CITY OF YELM DWG. NO. 5-2 ON SHEET C8.5 FOR 2" DOUBLE
SERVICE CONNECTION.
SEWER STUB NOTESSEWER STEP MAIN SIZING
JACKSON STREET SE (STA: 2+21 TO STA: 11+80)
NUMBER OF PUMP CORES CONNECTED:109
MAX. PUMP CORES RUNNING
SIMULTANEOUSLY (TABLE 3):8
PROPOSED STEP MAIN SIZE:3"
FLOW VELOCITY (TABLE 5):3.59 fps
FRICTION HEAD LOSS (TABLE 5):1.44 FT/100FT
JACKSON STREET SE (STA: 11+80 TO STA: 16+01)
NUMBER OF PUMP CORES CONNECTED:70
PUMP CORES RUNNING
SIMULTANEOUSLY (TABLE 3):7
PROPOSED STEP MAIN SIZE:2.5"
FLOW VELOCITY (TABLE 5):4.65 fps
FRICTION HEAD LOSS (TABLE 5):2.93 FT/100FT
JACKSON STREET SE (STA: 16+01 TO STA: 17+28)
NUMBER OF PUMP CORES CONNECTED:3
PUMP CORES RUNNING
SIMULTANEOUSLY (TABLE 3):2
PROPOSED STEP MAIN SIZE:1.5"
FLOW VELOCITY (TABLE 6):3.47 fps
FRICTION HEAD LOSS (TABLE 6):2.97 FT/100FT
*FORCE MAIN DESIGN PERFORMED USING
RECOMMENDATIONS IN THE 'DESIGN HANDBOOK FOR
LOW PRESSURE SEWER SYSTEMS' PREPARED BY
ENVIRONMENT ONE.
1 - 2"X1.5" REDUCER
3" SSFM
2.5" SSFM
2" SSFM
2" SSFM
2.5" SSFM
2" SSFM 1.5" SSFM
2.5" SSFM
10/09/2024
s
s s
s
s
2+00
3+003+00
3
6
4
3
7
6
3
7
0
3
6
8
STA: 1+01.14 ROAD 1=
STA: 11+82.62 JACKSON
STA:2+39.45, 11.00' R
END OF FORCE MAIN
PROVIDE END OF LINE CLEANOUT
PER YELM DW 5-20 ON SHEET C8.5
2" SEWER STEP
M
A
I
N
STA:0+90.29
1 - 2.5" TEE
1 - 3"x2" REDUCER (E)
2 - 2.5" GATE VALVE (N,S)
1 - 2.5"x2" REDUCER (E)
1 - 2" GATE VALVE (E)
CONC. THURST BLOCKING
355
360
365
370
375
380
355
360
365
370
375
380
EXISTING GRADE
@ CL OF ROAD
FINISHED GRADE
@ CL OF ROAD
0+50
36
4
.
6
7
1+00
36
4
.
7
5
36
4
.
4
0
1+50
36
4
.
4
9
36
5
.
1
1
2+00
36
6
.
2
2
36
7
.
4
2
2+50
36
8
.
6
2
36
9
.
8
2
3+00
2.00%
4.80%
PROPOSED 12" STORM
PROP
O
S
E
D
W
A
T
E
R
M
A
I
N
STA: 2+39.45
END OF FORCE MAIN
PROVIDE END OF LINE CLEANOUT
PER YELM DW 5-20 ON SHEET C8.5
EXISTING GRADE
@ CL OF ROAD
FINISHED GRADE
@ CL OF ROAD
108L
F
2
"
P
V
C
S
D
R
-
2
1
1 - 2.5" TEE
1 - 3"x2.5" REDUCER (S)
2 - 2.5" GATE VALVE (S,N)
1 - 2.5"x2" REDUCER (E)
1 - 2" GATE VALVE (E)
51
50
49
108 106 105
53 54
42
41
46
47
97
TRACT 'L'
104107
109
43
48
55
45
TRACT 'H'
44
52
3
100
99
103
98
4
s sss
s
s
s s
s s
ssss
s
s
s
s
s
s
s s
s
s
s
s
s
s
s
2+0
0
3+0
0
4+00
5+00 6+00 7+00
3
6
4
3
6
2
360
358
356
354
3
5
6
3
5
8
35
2
35
4
3
5
6
3
5
4
352
354
STA: 1+01.14 ROAD 1=
STA: 11+82.62 JACKSON
STA:0+56.85, 10.88' R
END OF FORCE MAIN
PROVIDE END OF LINE CLEANOUT
PER YELM DW 5-20 ON SHEET C8.5
2" SEWER STEP
M
A
I
N
2" S
E
W
E
R
S
T
E
P
M
A
I
N
STA: 7+06.91 ROAD 2=
STA: 14+37.61 JACKSON
STA:6+97.00
1 - 2.5" TEE
2 - 2.5" GATE VALVE (N,S)
1 - 2.5"x2" REDUCER (W)
1 - 2" GATE VALVE (W)
CONC. THRUST BLOCKING
STA:0+90.29
1 - 2.5" TEE
1 - 3"x2" REDUCER (E)
2 - 2.5" GATE VALVE (N,S)
1 - 2.5"x2" REDUCER (E)
92
84
91
89
88
87
85
86
90
s
s
s
s
s
s
s
s
s
ss
s
s
s
s
2+00
4+
0
0
5+
0
0
6+
0
0
35
8
356
354
36
6
36
4
36
2
36
0 358
3
6
8
3
6
6
3
7
0
3
6
8
STA:0+56.95, 10.97' L
END OF FORCE MAIN
PROVIDE END OF LINE CLEANOUT
PER YELM DW 5-20 ON SHEET C8.5
STA: 2+75.47 ROAD 3=
STA: 5+15.77 BERRY VALLEY
STA: 1+04.80 11.00' LT
1 - 2" x 1.5" REDUCER
1.5" SEWER STEP MAIN
2" SEWER STEP MAIN
STA:2+64.47
1 - 2.5" TEE
2 - 2.5" GATE VALVE (E,W)
1 - 2.5"x2" REDUCER (S)
1 - 2" GATE VALVE (S)
CONC. THRUST BLOCKING
340
345
350
355
360
365
340
345
350
355
360
365
EXISTING GRADE
@ CL OF ROAD
FINISHED GRADE @
CL OF ROAD
0+50
35
0
.
9
7
1+00
35
1
.
2
2
35
1
.
4
7
1+50
35
1
.
7
2
35
1
.
9
7
2+00
35
2
.
2
2
35
2
.
4
7
2+50
35
2
.
7
2
35
2
.
9
7
3+00
35
3
.
2
2
35
3
.
4
7
3+50
35
3
.
7
2
35
4
.
0
0
4+00
35
4
.
3
5
35
4
.
7
5
4+50
35
5
.
2
2
35
5
.
7
2
5+00
35
6
.
2
2
35
6
.
7
2
5+50
35
7
.
2
2
35
7
.
7
2
6+00
35
8
.
2
2
35
8
.
7
2
6+50
35
9
.
2
2
35
9
.
7
2
7+00
36
0
.
2
2
7+50
PROPOSED 12" STORM
PROPOSED WATE
R
M
A
I
N
1 - 2.5" TEE
2 - 2.5" GATE VALVE
1 - 2.5"x2" REDUCER
1 - 2" GATE VALVE
CONC. THRUST BLOCKING
STA: 0+56.83
END OF FORCE MAIN
PROVIDE END OF LINE CLEANOUT
PER YELM DW 5-20 ON SHEET C8.5
1.00%
2.00%
GRADE BREAK STA: 0+75.00
ELEV: 350.97
GRADE BREAK STA: 7+06.91
ELEV: 360.36
PT
1+
6
1
.
3
7
EL
E
V
=
3
5
1
.
8
4
PC
3+
2
8
.
7
0
EL
E
V
=
3
5
3
.
5
1
PT
4+
8
5
.
3
0
EL
E
V
=
3
5
5
.
9
3
EXISTING GRADE @
CL OF ROAD FINISHED GRADE @ CL OF ROAD
634LF 2" P
V
C
S
D
R
-
2
1
345
350
355
360
365
370
345
350
355
360
365
370
EXISTING GRADE @
CL OF ROAD FINISHED GRADE @ CL OF ROAD
EXISTING GRADE
@ CL OF ROAD
FINISHED GRADE @
CL OF ROAD
0+50
36
7
.
1
6
36
6
.
1
9
1+00
36
4
.
6
9
36
3
.
1
9
1+50
36
1
.
6
9
36
0
.
1
9
2+00
35
8
.
7
7
35
7
.
9
4
2+50
35
7
.
8
0
35
8
.
1
8
3+00
35
8
.
4
7
2.00%
6.
0
0
%
PROPOSED
12" STORM
PROPOSED WATER MAIN
1 - 2.5" TEE
2 - 2.5" GATE VALVE
1 - 2.5"x2" REDUCER
1 - 2" GATE VALVE
CONC. THRUST BLOCKING
STA: 0+56.83
END OF FORCE MAIN
PROVIDE END OF LINE CLEANOUT
PER YELM DW 5-20 ON SHEET C8.5
16
4
L
F
2
"
P
V
C
S
D
R
-
2
1
48LF 1.5" PVC SCH-40
SEWER STUB TABLE
STUB NAME
LOT 41 & 42
LOT 43 & 44
LOT 45
LOT 46 & 47
LOT 48 & 49
LOT 50 & 51
LOT 52 & 53
LOT 54 & 55
LOT 104
LOT 105 & 106
STUB INFORMATION
STA: 2+38.72, 20.09' R
2" DUAL SERVICE CONNECTION
STA: 1+40.81, 21.00' R
2" DUAL SERVICE CONNECTION
STA: 1+49.24, 23.57' L
1" SINGLE SERVICE CONNECTION
STA: 2+35.82, 20.09' L
2" DUAL SERVICE CONNECTION
STA: 3+34.84, 20.09' L
2" DUAL SERVICE CONNECTION
STA: 4+21.09, 20.09' L
2" DUAL SERVICE CONNECTION
STA: 5+06.79, 20.09' L
2" DUAL SERVICE CONNECTION
STA: 6+06.79, 20.09' L
2" DUAL SERVICE CONNECTION
STA: 6+64.11, 22.50' R
1" SINGLE SERVICE CONNECTION
STA: 5+72.74, 20.09' R
2" DUAL SERVICE CONNECTION
ROAD NAME
ROAD 2
ROAD 2
ROAD 2
ROAD 2
ROAD 2
ROAD 2
ROAD 2
ROAD 2
ROAD 2
ROAD 2
SEWER STUB TABLE
STUB NAME
LOT 107 & 108
LOT 109
STUB INFORMATION
STA: 4+69.61, 20.09' R
2" DUAL SERVICE CONNECTION
STA: 3+37.06, 22.50' R
1" SINGLE SERVICE CONNECTION
ROAD NAME
ROAD 2
ROAD 2
SEWER STUB TABLE
STUB NAME
LOT 85
LOT 86
LOT 87
LOT 88
LOT 89 & 90
LOT 91
STUB INFORMATION
STA: 5+71.20, 19.86' R
1" SINGLE SERVICE CONNECTION
STA: 1+36.99, 25.56' R
1" SINGLE SERVICE CONNECTION
STA: 0+66.68, 28.12' R
1" SINGLE SERVICE CONNECTION
STA: 0+61.48, 23.19' L
1" SINGLE SERVICE CONNECTION
STA: 1+05.59, 36.70' L
2" DUAL SERVICE CONNECTION
STA: 4+68.91, 19.86' R
1" SINGLE SERVICE CONNECTION
ROAD NAME
BERRY VALLEY
ROAD 3
ROAD 3
ROAD 3
ROAD 3
BERRY VALLEY
SEWER STUB TABLE
STUB NAME
LOT 1 & 2
LOT 3
LOT 4
STUB INFORMATION
STA: 2+34.45, 21.09' L
2" DUAL SERVICE CONNECTION
STA: 12+04.67, 49.58' R
1" SINGLE SERVICE CONNECTION
STA: 1+08.12, 43.32' R
1" SINGLE SERVICE CONNECTION
ROAD NAME
ROAD 1
JACKSON
ROAD 1
N
GRAPHIC SCALE
0 50 100 FEET
1" = 50 FEET
25
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: October 8, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-SSWR.dwg
C8.4
51
ROAD1, ROAD 2, &
ROAD 3 STEP PLAN
& PROFILE
ROAD 1 PROFILE
HORIZ. 1"=50', VERT. 1"=5'
SEE C8.3
SEE
C8.3
SEE C8.3
ROAD 3
J
A
C
K
S
O
N
ROAD 3 - LOCAL ACCESS RESIDENTIAL
1"=50'
ROAD 1 - LOCAL ACCESS RESIDENTIAL
1"=50'
SEE C8.1
SEE C8.1
ROAD 2 - LOCAL ACCESS RESIDENTIAL
1"=50'
SEE C8.3
ROAD 2 PROFILE
HORIZ. 1"=50', VERT. 1"=5'ROAD 3 PROFILE
HORIZ. 1"=50', VERT. 1"=5'
BE
R
R
Y
V
A
L
L
E
Y
J
A
C
K
S
O
N
ROAD 2
ROAD 1
N
GRAPHIC SCALE
0 50 100 FEET
1" = 50 FEET
25
N
GRAPHIC SCALE
0 50 100 FEET
1" = 50 FEET
25
1.SEE CITY OF YELM DWG. NO. 5-1 ON SHEET C8.5 FOR 1" SINGLE
SERVICE CONNECTION.
2.SEE CITY OF YELM DWG. NO. 5-2 ON SHEET C8.5 FOR 2" DOUBLE
SERVICE CONNECTION.
SEWER STUB NOTES
SEWER STEP MAIN SIZING
ROAD 1
NUMBER OF PUMP CORES CONNECTED:2
MAX. PUMP CORES RUNNING
SIMULTANEOUSLY (TABLE 3):2
PROPOSED STEP MAIN SIZE:2"
FLOW VELOCITY (TABLE 5):1.95 fps
FRICTION HEAD LOSS (TABLE 5):0.73 FT/100FT
ROAD 2
NUMBER OF PUMP CORES CONNECTED:21
PUMP CORES RUNNING
SIMULTANEOUSLY (TABLE 3):5
PROPOSED STEP MAIN SIZE:2"
FLOW VELOCITY (TABLE 5):4.87 fps
FRICTION HEAD LOSS (TABLE 5):3.97 FT/100FT
ROAD 3 (STA: 1+05 TO STA: 2+69)
NUMBER OF PUMP CORES CONNECTED:5
PUMP CORES RUNNING
SIMULTANEOUSLY (TABLE 3):3
PROPOSED STEP MAIN SIZE:2"
FLOW VELOCITY (TABLE 5):2.92 fps
FRICTION HEAD LOSS (TABLE 5):1.54 FT/100FT
*FORCE MAIN DESIGN PERFORMED USING
RECOMMENDATIONS IN THE 'DESIGN HANDBOOK FOR
LOW PRESSURE SEWER SYSTEMS' PREPARED BY
ENVIRONMENT ONE.
ROAD 3 (STA: 0+57 TO STA: 1+05)
NUMBER OF PUMP CORES CONNECTED:2
PUMP CORES RUNNING
SIMULTANEOUSLY (TABLE 3):2
PROPOSED STEP MAIN SIZE:1.5"
FLOW VELOCITY (TABLE 6):3.47 fps
FRICTION HEAD LOSS (TABLE 6):2.97 FT/100FT
1 - 2" x 1.5" REDUCER
4
123
10/09/2024
s s
40.00'40.00'
93 92
TYPICAL DOUBLE SERVICE
VALVE BOX CONNECTION 6.50'
LANDSCAPE
BUFFER
5.00'
SIDEWALK
5.00' SIDE
SETBACK
(TYP.)
10.00' UTILITY EASEMENT
20.00'
DRIVEWAY
20.00'
DRIVEWAY
1" SERVICE
25.00' FRONT
SETBACK
BERRY VALLEY RD
SEWER CLEANOUT MIN 2.5'
FROM STRUCTURE
5.00' MIN.
5.00'
MIN,
2.00' MIN.
2" SERVICE LINE
5.00'
MIN.
5.00'
MIN.
5.00' SIDE
SETBACK
(TYP.)
SEWER CLEANOUT MIN 2.5'
FROM STRUCTURE
1,500 GAL. CONCRETE STEP
TANK. SEE YELM DWG 5-9
ON SHEET C8.6
PRELOS 1,500 GAL.
STEP TANK (8' DIA.),
SEE CUT SHEET C8.6
2' MIN.
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: May 30, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-SSWR-DETL.dwg
C8.5
52
SEWER STEP
NOTES AND
DETAILS
CONCEPTUAL LAYOUT
TANK UNDER DRIVEWAY
NOTES:
1.THIS TYPICAL STEP LOCATION PLAN IS CONCEPTUAL ONLY. ACTUAL LOCATIONS AND SIZES OF SEPTIC TANKS
MAY VARY.
2.STEP PIPELINES CONSTRUCTED AND SIZED WITHIN PRIVATE DEVELOPMENTS AND PUBLIC RIGHT-OF-WAY SHALL
CONFORM TO THE CITY OF YELM SEWER COMPREHENSIVE PLAN AND THE DOE DESIGN MANUAL.
3.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION AND THE ELEVATION OF ALL
EXISTING SEWER LINES PRIOR TO INSTALLING THE INDIVIDUAL TANK. STEP TANKS SHALL BE LOCATED IN FRONT
OF BUILDING UNLESS OTHERWISE APPROVED BY THE CITY OF YELM.
4.IT IS ANTICIPATED THAT EXISTING UTILITY LINES WILL BE ENCOUNTERED DURING INSTALLATION OF THE STEP
TANK AND APPURTENANCES. PRIOR TO STARTING CONSTRUCTION THE CONTRACTOR WILL NOTIFY THE PROPER
UTILITY FOR UNDERGROUND LOCATIONS AND ALSO CONTACT THE PROPERTY OWNER TO DETERMINE LOCATION
OF FOUNDATION DRAINS, ELECTRICAL LINES, ETC.
N
GRAPHIC SCALE
0 10 20
1" = 10 FEET
5
CONCEPTUAL LAYOUT
TANK OUTSIDE OF DRIVEWAY
1 NOT TO SCALE
TYPICAL STEP TANK LOCATIONS
10/09/2024
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: May 30, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-SSWR-DETL.dwg
C8.6
53
SEWER STEP
NOTES AND
DETAILS
1.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).
2.ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF YELM SHALL BE OBTAINED BY THE
CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
3.IF CONSTRUCTION IS TO TAKE PLACE IN THE CITY RIGHT-OF-WAY, THE CONTRACTOR SHALL
NOTIFY THE CITY AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS.
4.A PRECONSTRUCTION MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START
OF CONSTRUCTION.
5.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.
6.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.
7.SIDE SEWER SERVICES SHALL BE PVC, ASTM D 3034 SDR 35 WITH FLEXIBLE GASKETED OR
SOLVENT WELD JOINTS.
8.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.
9.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.
10.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).
11.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.
12.EROSION CONTROL MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION
TO PREVENT INFILTRATION OF EXISTING AND PROPOSED STORM DRAINAGE FACILITIES AND
ROADWAYS.
13.PROVIDE TRAFFIC CONTROL PLAN(S) IN ACCORDANCE WITH THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (MUTCD) AS REQUIRED.
14.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THESE APPROVED
PLANS ON CONSTRUCTION SITE AT ALL TIMES.
15.ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE CITY OF
YELM.
16.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.
17.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.
18.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.
19.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.
20.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:
20.1.TANK INSTALLATION, IE; BEDDING AND LOCATION
20.2.TANK INFILTRATION, EXFILTRATION TEST
20.3.S.S. PRESSURE TEST
20.4.SERVICE LINE PRESSURE TEST
20.5.FINAL INSPECTION
21.ALL POSTS USED TO SUPPORT PUMP CONTROL PANELS, MUST BE HOT DIP GALVANIZED
UNISTRUT OR APPROVED EQUAL.
GENERAL NOTES (SANITARY SEWER MAIN INSTALLATION)
10/09/2024
JACKSON ST SE
51
50
49
108
106
105
53
54
56 57
28 31
25
TRACT 'I'
58
TRACT 'E'
TRACT 'G'
42
41
46
47
24
21
22
18
23
38
TRACT 'L'
104
107
109
43
48
55
45
TRACT 'H'
44
52
36
37
35
13
12
11
10
9
8
31
20
19
4400 S.F.
11
28
31
18
38
9
18
38
14
13
12
11
10
9
16
8
15
17
39
40
34
33
32
3029
27
26
N8
8
°
4
1
'
3
3
"
W
13
2
3
.
4
8
'
S1° 14' 59"W1324.44'
JACKSON ST. S
E
RO
A
D
2
LEVEL-SPREADER DISCHARGE
DETENTION/WETPOND #1
EDGE OF WETLAND
EXISTING WETLAND BUFFER
EXISTING
WETLAND BUFFER
EDGE OF
WETLAND
EXISTING
WETLAND BUFFER WETLAND "A"
WETLAND "A"
WETLAND "C"
SPLIT RAIL
FENCE (TYP.)
SPLIT RAIL FENCE (TYP.)
40' MIN.
BUFFER
40' MIN.
BUFFER
1
C9.11
C9.1
40' MIN.
BUFFER
52.23'
SPLIT RAIL
FENCE (TYP.)
1
C9.1
WETLAND LEGEND
BUFFER REDUCTION
BUFFER ADDITION
40' MIN. WETLAND BUFFER
EXISTING WETLAND BUFFER
SPLIT RAIL FENCE (PROPOSED WETLAND BUFFER)
WETLAND BOUNDARY
BUFFER AVERAGING TABLE
WETLAND CATEGORY BUFFER
CODE
MINIMUM
BUFFER
EXISTING
BUFFER AREA
(SF)
BUFFER
REDUCTION
(SF)
BUFFER
ADDITION
(SF)
DIFFERENCE (+/-)
(SF)
A IV 50'40'138,520 10,160 24,649 +14,489
C IV 50'40'14,439 143 500 +357
TOTAL 150,382 10,160 24,649 +14,489
N
GRAPHIC SCALE
0 50 100 FEET
1" = 50 FEET
25
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
54
JMWGCHMCH
10/8/2024
PERMIT SET
2220471.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
A PORTION OF THE SE 1/4 OF THE NE 1/4 OF SEC. 23 , AND A PORTION OF THE SW
1/4 OF THE NW 1/4 OF SEC. 24 TWN. 17 N., RGE. 1 E., W.M., CITY OF YELM,
THURSTON COUNTY, WASHINGTON
THE SUMMIT AT THOMPSON CREEK
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: September 26, 2024 FILENAME: Q:\2022\2220471\10_CIV\CAD\_FINAL DESIGN\2220471-SH-WETL-BUFF-MITI.dwg
C9.1
53
WETLAND BUFFER
AVERAGING PLAN
ALL FENCE POSTS SHALL BE INSTALLED PLUMB
FRONT VIEW
PLAN VIEW
2'
-
6
"
M
I
N
1'
-
2
"
1'
-
8
"
6'
-
0
"
8"
COMPACTED BACKFILL
12" FROM BOTTOM OF POST
18" MIN GIRTH MEASURED
18"NOTE:
10'
SPLIT CEDAR RAIL 12" MIN. GIRTH
PREDRILL AND NAIL THROUGH POST INTO
EACH RAIL END WITH 16d CASING NAIL
1 NOT TO SCALE
SPLIT RAIL FENCE
10/09/2024