Plans Berry Valley Preliminary929394 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
DATE: April 18, 2024 FILENAME: \\ahbl.com\data\PROJECTS\2022\2220471\10_CIV\CAD\_OFFSITE\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
FAX (253) 383-2572
CONTACT: MATT WEBER, 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
FAX (253) 383-2572
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 = 90,750 CU. YDS
FILL = 81,000 CU. YDS
NET = 9,750 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.
PROJECT
LIMITS
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 AFTER
PROPOSED BLA
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
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
16
JMWGCHMCH
10/8/2024
PERMIT SET
2210919.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
OFFSITE
IMPROVEMENTS
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 OFFSITE IMPROVEMENTS
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
PROJECT LIMITS
Sheet List Table
Sheet Number Sheet Title
C0.1 COVER SHEET
C0.2 EXISTING CONDITIONS
C1.1 TESC AND DEMOLITION PLAN
C1.2 TESC NOTES AND DETAILS
C1.3 TESC NOTES AND DETAILS
C2.1 BERRY VALLEY ROAD PLAN & PROFILE
C2.2 BERRY VALLEY ROAD PLAN & PROFILE
C2.3 ROAD SECTIONS
C3.1 BERRY VALLEY ROAD WATER PLAN & PROFILE
C3.2 BERRY VALLEY ROAD WATER PLAN & PROFILE
C3.3 WATER NOTES AND DETAILS
C3.4 WATER NOTES AND DETAILS
C4.1 BERRY VALLEY ROAD STEP PLAN & PROFILE
C4.2 BERRY VALLEY ROAD STEP PLAN & PROFILE
C4.3 SEWER NOTES AND DETAILS
C4.4 SEWER NOTES AND DETAILS
Preliminary
10/09/2024 8:56:01 AM
THIS PLAN HAS BEEN PREPARED FOR
PRELIMINARY CITY REVIEW AND FEEDBACK.
TRYING TO WORK WITH ADJACENT DEVELOPMENT
(PARCEL 21724230400) FOR OFFSITE ROAD
IMPROVEMENTS ALONG BERRY VALLEY ROAD.
BERRY VALLEY RD SE
BERRY VALLEY RD SE
BERRY VALLEY RD SE
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
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
16
JMWGCHMCH
10/8/2024
PERMIT SET
2210919.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
OFFSITE
IMPROVEMENTS
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 OFFSITE IMPROVEMENTS
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: April 17, 2024 FILENAME: \\ahbl.com\data\PROJECTS\2022\2220471\10_CIV\CAD\_OFFSITE\2220471-SH-EXST-COND.dwg
C0.2
2
EXISTING CONDITIONS
N
GRAPHIC SCALE
0 20 40 FEET
1" = 20 FEET
10
M
A
T
C
H
L
I
N
E
A
A
N
GRAPHIC SCALE
0 40 80 FEET
1" = 40 FEET
20
MA
T
C
H
L
I
N
E
B
B
SE
E
O
N
S
I
T
E
I
M
P
R
O
V
E
M
E
N
T
S
P
E
R
M
I
T
#
MAT
C
H
L
I
N
E
A
A
MA
T
C
H
L
I
N
E
B
B
N
GRAPHIC SCALE
0 40 80 FEET
1" = 40 FEET
20
Preliminary
10/09/2024 8:56:11 AM
TESC AND DEMO LEGEND
INLET PROTECTION
CLEARING LIMITS
FILTER FABRIC FENCE
INTERCEPTOR DITCH
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
C1.2
1
C1.3
2
C1.3
6
C1.2
2
C1.2
BERRY VALLEY RD SE
BERRY VALLEY RD SE
BERRY VALLEY RD SE
N
GRAPHIC SCALE
0 20 40 FEET
1" = 20 FEET
10
M
A
T
C
H
L
I
N
E
A
A
N
GRAPHIC SCALE
0 40 80 FEET
1" = 40 FEET
20
MA
T
C
H
L
I
N
E
B
B
SE
E
O
N
S
I
T
E
I
M
P
R
O
V
E
M
E
N
T
S
P
E
R
M
I
T
#
MAT
C
H
L
I
N
E
A
A
MA
T
C
H
L
I
N
E
B
B
N
GRAPHIC SCALE
0 40 80 FEET
1" = 40 FEET
20
DATE: April 25, 2024 FILENAME: \\ahbl.com\data\PROJECTS\2022\2220471\10_CIV\CAD\_OFFSITE\2220471-SH-TESC-DEMO.dwg
C1.1
3
TESC AND
DEMOLITION PLAN
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
16
JMWGCHMCH
10/8/2024
PERMIT SET
2210919.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
OFFSITE
IMPROVEMENTS
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 OFFSITE IMPROVEMENTS
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
Preliminary
10/09/2024 8:56:11 AM
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.
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'
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"
3
1 1
6' MIN.
2
0.5' SPILLWAY DEPTH
1' FREEBOARD
MIN. 2' SETTLING DEPTH
MAX. 4' SETTLING DEPTH
EMERGENCY
OVERFLOW
SPILLWAY CREST,
OUTLET BERM
FILTER FABRIC
FENCE
ENERGY DISSIPATING
ROCK
SEDIMENT STORAGE
1' DEPTH (3' MAX)
6'-0"
2
1
5/8" MINUS
WASHED
ROCK
ELEV: 326.53
ELEV: 333.00
ELEV: 336.00
ELEV: 337.00
ELEV: 337.50
OVERFLOW SPILLWAY
6' MINIMUM WIDTH
0.5' FREEBOARD
1' OF 3 4" -3" WASHED ROCK
1' OF QUARRY SPALLS
SPILLWAY ELEV
337.00 TOP OF BERM:
337.50
0.57'
6.5' SEPARATION FROM PERMANENT
INFILTRATION FACILITY SUBGRADE
DATE: April 25, 2024 FILENAME: \\ahbl.com\data\PROJECTS\2022\2220471\10_CIV\CAD\_OFFSITE\2220471-SH-TESC-DEMO.dwg
C1.2
4
TESC NOTES
AND DETAILS
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
16
JMWGCHMCH
10/8/2024
PERMIT SET
2210919.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
OFFSITE
IMPROVEMENTS
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 OFFSITE IMPROVEMENTS
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
1 NOT TO SCALE
INLET PROTECTION 2 NOT TO SCALE
GRAVEL CHECK DAM 3 NOT TO SCALE
EMERGENCY OVERFLOW SPILLWAY
4 NOT TO SCALE
INFILTRATION SEDIMENT TRAP 5 NOT TO SCALE
CONSTRUCTION ENTRANCE 6 NOT TO SCALE
ROCK OUTFALL
Preliminary
10/09/2024 8:56:11 AM
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
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
16
JMWGCHMCH
10/8/2024
PERMIT SET
2210919.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
OFFSITE
IMPROVEMENTS
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 OFFSITE IMPROVEMENTS
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: April 25, 2024 FILENAME: \\ahbl.com\data\PROJECTS\2022\2220471\10_CIV\CAD\_OFFSITE\2220471-SH-TESC-DEMO.dwg
C1.3
5
TESC NOTES
AND DETAILS
1 NOT TO SCALE
FILTER FABRIC FENCE
2 NOT TO SCALE
INTERCEPTOR SWALE
Preliminary
10/09/2024 8:56:12 AM
TRACT 'K'
CB#40
CB#39
CB#41CB#40
CB#39
CB#41
1
3
+
0
0
14+00 15+00 16+00 17+00 18+00 19+00 20+00
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
0328328329329
1.10 ROW DEDICATION0.42' ROW DEDICATION
EXISTING ROW
S80° 39' 28"W
PROPOSED ROW
S80° 33' 09"W
26.00
5.00
10.00
16.00
32.00
5.50
5.50
1.50' BACK OF
SW TO ROW
3.50' BACK OF
SW TO ROW
7.00
26.00
5.00
ROW DEDICATION
16.00
16.00
10.00
CB#42
10.00
13.09
INSTALL NEW
CULVERTS
INSTALL NEW
CULVERT
14.56
CENTERLINE PROPOSED ROAD
N80° 33' 09"E
A
C2.3
A
C2.3
320
325
330
335
340
345
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
N
GRAPHIC SCALE
0 50 100 FEET
1" = 50 FEET
25
BERRY VALLEY ROAD SE PROFILE (STA. 13+50 - STA. 20+50)
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 ELEVATION
@ CL OF ROAD
PROPOSED ELEVATION
@ CL OF ROAD
EXISTING GRADE
@ CL OF ROAD
PROPOSED GRADE
@ CL OF ROAD
SE
E
C2
.
2
EXISTING 24"
CULVERTS
PROPOSED
HEADWALL
PROPOSED
HEADWALL
WETLAND
BUFFER
EDGE OF WETLAND
(THOMPSON CREEK)
EXISTING 24"
CULVERTS
ROW DEDICATION
WIDTH VARIES
MATCH CL BEARING 7
5
WETLAND BUFFER PER
TAHOMA TERRA SURVEY
SE
E
O
N
S
I
T
E
I
M
P
R
O
V
E
M
E
N
T
S
PE
R
M
I
T
#
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
16
JMWGCHMCH
10/8/2024
PERMIT SET
2210919.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
OFFSITE
IMPROVEMENTS
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 OFFSITE IMPROVEMENTS
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: April 17, 2024 FILENAME: \\ahbl.com\data\PROJECTS\2022\2220471\10_CIV\CAD\_OFFSITE\2220471-SH-ROAD&PROF.dwg
C2.1
6
BERRY VALLEY ROAD
PLAN & PROFILE
Preliminary
10/09/2024 8:56:12 AM
31+63
2
0
+
0
0
21+00
22+00
23+0024+0025+0026+0027+0028+0029+0030+0031+00
PC: 21+05.1
5
PT
:
2
2
+
1
0
.
6
4
EP
:
3
1
+
6
3
.
4
1
16.00'
10.00'
20.00 EXISTING ROW WIDTH
18.00 ROW DEDICATION
2
6
.
0
0
5
.
0
0
1
0
.
0
0
1
6
.
0
0
7
.
0
0
0.
5
8
%
0.
1
3
%
3.
2
2
%
0.
1
8
%
RELOCATE TELECOMM
TO UTILITY EASEMENT
5.00'
R60.00
3.
1
4
%
26.00
R44.00
11.00
16.00
7.00'
5
.
0
0
R
O
W
D
E
D
I
C
A
T
I
O
N
R72.00
CB#44
CB#43
1
4
.
5
6
AC
2
.
3
A
C2.3
B
C2.3
B
C2.3
C
C2.3
320
325
330
335
340
345
320
325
330
335
340
345
20+50
33
0
.
6
6
33
0
.
9
4
21+00
33
1
.
1
6
33
1
.
2
6
21+50
33
1
.
2
6
33
1
.
1
5
22+00
33
0
.
9
3
33
0
.
6
0
22+50
33
0
.
2
2
32
9
.
8
4
23+00
32
9
.
4
6
32
9
.
1
0
23+50
32
8
.
7
9
32
8
.
5
4
24+00
32
8
.
3
4
32
8
.
2
1
24+50
32
8
.
1
4
32
8
.
1
2
25+00
32
8
.
1
6
32
8
.
2
7
25+50
32
8
.
4
3
32
8
.
6
5
26+00
32
8
.
9
3
32
9
.
2
5
26+50
32
9
.
5
8
32
9
.
9
2
27+00
33
0
.
3
4
33
0
.
8
1
27+50
33
1
.
2
8
33
1
.
7
5
28+00
33
2
.
2
2
33
2
.
6
9
28+50
33
3
.
1
2
33
3
.
4
5
29+00
33
3
.
6
8
33
3
.
8
4
29+50
33
3
.
9
9
33
4
.
1
5
30+00
33
4
.
3
1
33
4
.
4
7
30+50
33
4
.
6
5
33
4
.
9
2
31+00
33
5
.
2
7
33
5
.
6
4
31+50
33
5
.
9
7
1.10%
1.49%
0.63%
1.88%
1.52%
1.31%
GRADE BREAK STA: 31+59.55
ELEV: 336.07
PVI: 331.76
PVI STA: 21+49.38
K: 57.25
150' VC
BV
C
S
:
2
0
+
7
4
.
3
8
BV
C
E
:
3
3
0
.
9
3
EV
C
S
:
2
2
+
2
4
.
3
8
EV
C
E
:
3
3
0
.
6
1
HI
P
T
:
2
1
+
3
7
.
2
3
EL
E
V
:
3
3
1
.
2
8
PVI: 333.47
PVI STA: 28+66.14
K: 63.87
80' VC
BV
C
S
:
2
8
+
2
6
.
1
4
BV
C
E
:
3
3
2
.
7
1
EV
C
S
:
2
9
+
0
6
.
1
4
EV
C
E
:
3
3
3
.
7
2
PVI: 335.83
PVI STA: 31+37.58
K: 103.53
40' VC
BV
C
S
:
3
1
+
1
7
.
5
8
BV
C
E
:
3
3
5
.
5
3
EV
C
S
:
3
1
+
5
7
.
5
8
EV
C
E
:
3
3
6
.
0
5
PVI: 334.70
PVI STA: 30+61.56
K: 69.83
60' VC
BV
C
S
:
3
0
+
3
1
.
5
6
BV
C
E
:
3
3
4
.
5
1
EV
C
S
:
3
0
+
9
1
.
5
6
EV
C
E
:
3
3
5
.
1
5
PVI: 327.07
PVI STA: 24+57.47
K: 106.09
300' VC
BV
C
S
:
2
3
+
0
7
.
4
7
BV
C
E
:
3
2
9
.
3
5
EV
C
S
:
2
6
+
0
7
.
4
7
EV
C
E
:
3
2
9
.
0
2
LO
W
P
T
:
2
4
+
6
8
.
9
7
EL
E
V
:
3
2
8
.
1
2
PVI: 329.99
PVI STA: 26+81.66
K: 69.26
40' VC
BV
C
S
:
2
6
+
6
1
.
6
6
BV
C
E
:
3
2
9
.
7
3
EV
C
S
:
2
7
+
0
1
.
6
6
EV
C
E
:
3
3
0
.
3
7
N
GRAPHIC SCALE
0 50 100 FEET
1" = 50 FEET
25
BERRY VALLEY ROAD SE PLAN - NEIGHBORHOOD COLLECTOR (STA. 21+00 - STA. 31+60)
1"=50'
BERRY VALLEY
ROAD SE
SEE C2.1
EXISTING ELEVATION
@ CL OF ROAD
PROPOSED ELEVATION
@ CL OF ROAD
EXISTING GRADE
@ CL OF ROAD
PROPOSED GRADE
@ CL OF ROAD
BERRY VALLEY ROAD SE PLAN - NEIGHBORHOOD COLLECTOR (STA. 21+00 - STA. 31+60)
1"=50'
UNSTANDARD CROSS-SLOPE TO AVOID
GRADING INTO NEIGHBORS PROPERTY
DATE: April 17, 2024 FILENAME: \\ahbl.com\data\PROJECTS\2022\2220471\10_CIV\CAD\_OFFSITE\2220471-SH-ROAD&PROF.dwg
C2.2
7
BERRY VALLEY ROAD
PLAN & PROFILE
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
16
JMWGCHMCH
10/8/2024
PERMIT SET
2210919.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
OFFSITE
IMPROVEMENTS
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 OFFSITE IMPROVEMENTS
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
Preliminary
10/09/2024 8:56:12 AM
0.25' HMA CI. 1/2" PG 64-22
0.17' CSTC
0.67' GRAVEL BASE
COMPACTED SUBGRADE
2%
CO
N
S
T
R
U
C
T
I
O
N
C
L
10'
CL PROFILE GRADE
2%2%
16'
FL
O
W
L
I
N
E
7'
LANDSCAPE
5'
SIDEWALK
PROPOSED 8" WATER
42
"
M
I
N
,
T
Y
P
10'
18
"
M
I
N
0.25' HMA CI. 1/2" PG 64-22
0.17' CSTC
0.67' GRAVEL BASE
COMPACTED SUBGRADE
2%
CO
N
S
T
R
U
C
T
I
O
N
C
L
3'
CL PROFILE GRADE
16'
2:1 MAX TO MATCH EXISTING GRADE
STORM SYSTEM
AS REQUIRED
STORM SYSTEM
AS REQUIRED
PROPOSED 8" WATER
42
"
M
I
N
,
T
Y
P
10'
18
"
M
I
N
2%2%
FL
O
W
L
I
N
E
7'
LANDSCAPE
5'
SIDEWALK
2:1 MAX TO MATCH EXISTING GRADE
EX
I
S
T
I
N
G
R
O
W
10'
EX
I
S
T
I
N
G
R
O
W
EXISTING ROAD
PAVEMENT
VARIES 7.2-7.6'
EXISTING ROAD
PAVEMENT
VARIES 9'-12'
VARIES
~2.8'
EX
R
O
A
D
CR
O
W
N
10'16' ROW
DEDICATION
PR
O
P
O
S
E
D
R
O
W
EX
I
S
T
I
N
G
R
O
W
10'
EX
I
S
T
I
N
G
R
O
W
EXISTING ROAD
PAVEMENT
VARIES 7.6-8.4'
EXISTING ROAD
PAVEMENT
VARIES 11'-10'
VARIES
0.9'-1.5'
EX
R
O
A
D
CR
O
W
N
10'16' ROW
DEDICATION
PR
O
P
O
S
E
D
R
O
W
REPLACE PAVING TO
EXISTING ROW.
MATCH EXISTING
GRADE AT ROW VARIES
3.3%-9%
2%
CO
N
S
T
R
U
C
T
I
O
N
C
L
VARIES 16'-10' (STA 17+87 to 18+37)
10'
CL PROFILE GRADE
2%2%
16'
FL
O
W
L
I
N
E
7'
LANDSCAPE
5'
SIDEWALK
2'
SHOULDER
PROPOSED 8" WATER
(STA 21+00 AND UP)
42
"
M
I
N
,
T
Y
P
10'
18
"
M
I
N
POTENTIAL FUTURE
2" SEWER FORCE MAIN
AT EXISTING DRIVEWAYS
SLOPE TO EXISTING GRADE WITH
MATERIALS MATCHING EXISTING
2:1 DOWN TO DITCH/CULVERT
2:1 UP TO EXISTING GRADE
2:1 MAX TO MATCH EXISTING GRADE
STORM SYSTEM
AS REQUIRED
VARIES
3.3-3.6'
EX
R
O
A
D
CL
&
C
R
O
W
N
EX
I
S
T
I
N
G
R
O
W
PR
O
P
O
S
E
D
R
O
W
VARIES
19.4'-19.7'
VARIES
56'-24'
EX
I
S
T
I
N
G
R
O
W
EXISTING ROAD
PAVEMENT 10.6'
EXISTING ROAD
PAVEMENT 8.8'
23'
0.25' HMA CI. 1/2" PG 64-22
0.17' CSTC
0.67' GRAVEL BASE
COMPACTED SUBGRADE
POTENTIAL FUTURE
2" SEWER FORCE MAIN
POTENTIAL FUTURE
2" SEWER FORCE MAIN
3'
1.5'
12"
CULVERT
PROPOSED 8" WATER
(STA 17+87 TO STA 21+00)
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
16
JMWGCHMCH
10/8/2024
PERMIT SET
2210919.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
OFFSITE
IMPROVEMENTS
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 OFFSITE IMPROVEMENTS
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: April 17, 2024 FILENAME: \\ahbl.com\data\PROJECTS\2022\2220471\10_CIV\CAD\_OFFSITE\2220471-SH-ROAD&PROF.dwg
C2.3
8
ROAD SECTIONS
A NOT TO SCALE
BERRY VALLEY RD (STA 17+87 TO STA 21+94)
B NOT TO SCALE
BERRY VALLEY RD (STA 22+22 TO 23+60) AND (STA 25+72 TO STA 31+60)
C NOT TO SCALE
BERRY VALLEY RD (STA 21+94 TO 22+22) AND (STA 23+60 TO STA 25+72)
Preliminary
10/09/2024 8:56:12 AM
TRACT 'K'
1
3
+
0
0
14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00
2
4
L
F
8
"
C
9
0
0
P
V
C
39L
F
8
"
C
9
0
0
P
V
C
380LF 8" C900 PVC 23LF 8" C900 PVC 86LF 8"
C
9
0
0
P
V
C
320
325
330
335
340
345
320
325
330
335
340
345
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
33
0
.
9
4
0.74%0.76%
1.10%
1LF 8" C900 PVC
N
GRAPHIC SCALE
0 50 100 FEET
1" = 50 FEET
25
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 ELEVATION
@ CL OF ROAD
PROPOSED ELEVATION
@ CL OF ROAD
EXISTING GRADE
@ CL OF ROAD
PROPOSED GRADE
@ CL OF ROAD
EXISTING 24"
CULVERTS
PROPOSED
HEADWALL
PROPOSED
HEADWALL
WETLAND
BUFFER
EDGE OF WETLAND
(THOMPSON CREEK)
EXISTING 24"
CULVERTS
SE
E
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
16
JMWGCHMCH
10/8/2024
PERMIT SET
2210919.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
OFFSITE
IMPROVEMENTS
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 OFFSITE IMPROVEMENTS
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: April 17, 2024 FILENAME: \\ahbl.com\data\PROJECTS\2022\2220471\10_CIV\CAD\_OFFSITE\2220471-SH-WATR.dwg
C3.1
9
BERRY VALLEY ROAD
WATER PLAN &
PROFILE
SE
E
O
N
S
I
T
E
I
M
P
R
O
V
E
M
E
N
T
S
PE
R
M
I
T
#
Preliminary
10/09/2024 8:56:12 AM
2
0
+
0
0
2
1
+
0
0
22+0023+0024+0025+0026+0027+0028+0029+0030+0031+0031+63
STA:21+06.41, 3.63' R
976LF 8" C900 PVC
86
L
F
8
"
C
9
0
0
P
V
C
49L
F
8
"
C
9
0
0
P
V
C
320
325
330
335
340
345
320
325
330
335
340
345
21+00
33
1
.
1
6
33
1
.
2
6
21+50
33
1
.
2
6
33
1
.
1
5
22+00
33
0
.
9
3
33
0
.
6
0
22+50
33
0
.
2
2
32
9
.
8
4
23+00
32
9
.
4
6
32
9
.
1
0
23+50
32
8
.
7
9
32
8
.
5
4
24+00
32
8
.
3
4
32
8
.
2
1
24+50
32
8
.
1
4
32
8
.
1
2
25+00
32
8
.
1
6
32
8
.
2
7
25+50
32
8
.
4
3
32
8
.
6
5
26+00
32
8
.
9
3
32
9
.
2
5
26+50
32
9
.
5
8
32
9
.
9
2
27+00
33
0
.
3
4
33
0
.
8
1
27+50
33
1
.
2
8
33
1
.
7
5
28+00
33
2
.
2
2
33
2
.
6
9
28+50
33
3
.
1
2
33
3
.
4
5
29+00
33
3
.
6
8
33
3
.
8
4
29+50
33
3
.
9
9
33
4
.
1
5
30+00
33
4
.
3
1
33
4
.
4
7
30+50
33
4
.
6
5
33
4
.
9
2
31+00
33
5
.
2
7
33
5
.
6
4
31+50
33
5
.
9
7
31+59.55
33
6
.
0
7
1.10%
1.49%
0.63%
1.88%
1.52%
1.31%
GRADE BREAK STA: 31+59.55
ELEV: 336.07
N
GRAPHIC SCALE
0 50 100 FEET
1" = 50 FEET
25
BERRY VALLEY ROAD SE PLAN - NEIGHBORHOOD COLLECTOR (STA. 21+00 - STA. 31+60)
1"=50'
BERRY VALLEY
ROAD SE
SEE C3.1
EXISTING ELEVATION
@ CL OF ROAD
PROPOSED ELEVATION
@ CL OF ROAD
EXISTING GRADE
@ CL OF ROAD
PROPOSED GRADE
@ CL OF ROAD
BERRY VALLEY ROAD SE PLAN - NEIGHBORHOOD COLLECTOR (STA. 21+00 - STA. 31+60)
1"=50'
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
16
JMWGCHMCH
10/8/2024
PERMIT SET
2210919.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
OFFSITE
IMPROVEMENTS
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 OFFSITE IMPROVEMENTS
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: April 17, 2024 FILENAME: \\ahbl.com\data\PROJECTS\2022\2220471\10_CIV\CAD\_OFFSITE\2220471-SH-WATR.dwg
C3.2
10
BERRY VALLEY ROAD
WATER PLAN &
PROFILE
Preliminary
10/09/2024 8:56:13 AM
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)
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
16
JMWGCHMCH
10/8/2024
PERMIT SET
2210919.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
OFFSITE
IMPROVEMENTS
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 OFFSITE IMPROVEMENTS
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
DATE: April 17, 2024 FILENAME: \\ahbl.com\data\PROJECTS\2022\2220471\10_CIV\CAD\_OFFSITE\2220471-SH-WATR-DETL.dwg
C3.3
11
WATER NOTES AND
DETAILS
Preliminary
10/09/2024 8:56:13 AM
DATE: April 17, 2024 FILENAME: \\ahbl.com\data\PROJECTS\2022\2220471\10_CIV\CAD\_OFFSITE\2220471-SH-WATR-DETL.dwg
C3.4
12
WATER NOTES AND
DETAILS
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
16
JMWGCHMCH
10/8/2024
PERMIT SET
2210919.10
P.O. BOX 73790
PUYALLUP, WA 98373-0790
COPPER RIDGE, LLC
THE SUMMIT AT
THOMPSON CREEK
OFFSITE
IMPROVEMENTS
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 OFFSITE IMPROVEMENTS
Know what's below.
before you dig.Call
R
APPLICATION # 2024.00XX
Preliminary
10/09/2024 8:56:13 AM