20250429 - Reserve at Palisades SDEV 2220348ROAD A
PA
L
I
S
A
D
E
S
S
T
S
E
RO
A
D
A
S
R
5
0
7
TRACT ETRACT A
PALISA
D
E
S
S
T
S
E
PA
L
I
S
A
D
E
S
S
T
S
E
14
3
APN 67110000003
APN
67110001700
APN
67110001600
PALISADES WEST
PALISADES WEST
APN 21725240402APN 21725240400
APN 67110002400
APN 67110000002
AP
N
6
7
1
1
0
0
0
0
0
0
4
PROPOSED
INFILTRATION POND
PROPOSED WATER QUALITY
FILTER STRUCTURE
5
4
1
2
39
37
38
TR
A
C
T
C
33
232728
26
17
18
1930
TR
A
C
T
B
35
22
36
11
TRACT D
6 7 8 9 10 16151213
24
202131
2934
25
32
N
GRAPHIC SCALE
0 80 160
1" = 80 FEET
40
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
37
MW/SKMH/ABMH
4/29/2025
PERMIT SET
2220348.10
4802 TACOMA MALL BOULEVARD
TACOMA, WA 98409
CONTACT: MATT LEWIS
(888) 627-0013
GARRETTE CUSTOM
HOMES, INC
THE RESERVE AT
PALISADES
A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M,
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
THE RESERVE AT PALISADES
PERMIT # 2025-
PROJECT # LD2024.0072
DATE: April 29, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-COVR.dwg
C0.1
1
COVER SHEET
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.
GARRETTE CUSTON HOMES, INC
4802 TACOMA MALL BOULEVARD
TACOMA, WA 98409
PH. (888) 627-0013
CONTACT: MATT LEWIS
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.
IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE
FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF
WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE
CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND
AHBL ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL
MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND
HEALTH ACT, CHAPTER 49.17 RCW.
THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE
ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS
REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT
HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES. AHBL ASSUMES NO
LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES.
IMPORTED FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR
SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH
OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE,
CODE, REGULATION, RULE, ORDER, OR STANDARD.
TRENCH NOTE
UTILITY NOTE
FILL SPECIFICATION
LEGAL DESCRIPTION
BASIS OF BEARING
VERTICAL DATUMDEVELOPER
CIVIL ENGINEER
SURVEYOR
CUT = 18,940 CU. YDS
FILL = 17,710 CU. YDS
NET = 1,230 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.
NO WETLANDS HAVE BEEN DELINEATED ON-SITE OR IMMEDIATELY ADJACENT
TO THE PROJECT SITE.
PROJECT SITE
SCALE 1"=80'
WETLAND DELINEATION
EARTHWORK QUANTITIES
SITE DATA
PARCEL NUMBER: 21725130200
ADDRESS: 15036 SR-507 SE
YELM, WA 98597
SITE AREA:422,446 SF (9.70 AC)
EXISTING ZONING:R4, (LOW DENSITY RESIDENTIAL DISTRICT)
EXISTING PROPOSED
LEGEND
THE WEST 402.4 FEET OF THAT PART OF THE SOUTHWEST
QUARTER OF THE NORTHEAST QUARTER OF SECTION 25,
TOWNSHIP 17 NORTH, RANGE 1 EAST, W.M. LYING
SOUTHEASTERLY OF SECONDARY HIGHWAY NO. 5-H; EXCEPTING
THEREFROM THE SOUTH 16.5 FEET; ALSO EXCEPTING
THEREFROM THAT PORTION CONVEYED TO THE CITY OF YELM
BY DEED RECORDED FEBRUARY 12, 2008 UNDER RECORDING NO.
3988601; IN THURSTON COUNTY, WASHINGTON.
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
OBSERVATIONS USING WSRN AND GEOID 2012A. UNITS OF
MEASUREMENT ARE US SURVEY FEET.
W
FOUND MONUMENT AS NOTED
SET NAIL AND WASHER
MAIL BOX
GATE POST
TEST PIT
SANITARY SEWER CLEANOUT
STORM CATCH BASIN
GAS VALVE
GUY ANCHOR
UTILITY POWER POLE
LUMINAIRE
BLOW OFF VALVE
FIRE HYDRANT
HOSE BIB
IRRIGATION CONTROL VALVE
WATER METER
WATER MANHOLE
WATER VALVE
DECIDUOUS TREE U=UNKNOWN
HB
STORM LINE
SEWER
WATER LINE
GAS LINE
ELECTRICAL LINE
OVERHEAD UTILITIES
FENCE
ASPHALT
CONCRETE
VICINITY MAP
NOT TO SCALE
WALL
SITE
507
SEWER FORCE MAIN
RIDGELINE
MIDDLE
SCHOOL
507
P
A
L
I
S
A
D
E
S
S
T
S
E
CAR
T
E
R
L
O
O
P
S
E
LOOP
10
7
T
H
SE
MI
L
L
R
D
S
E
MI
L
L
R
D
S
E
107TH LOOP SE
MILL
POND
ELEMENTARY
104TH AVE SE
BRIGHTON ST S
E
S
E
10
5
T
H
A
V
E
SHEET INDEX
PAGE
#
SHEET
#SHEET TITLE
1 C0.1 COVER SHEET
2 C0.2 EXISTING CONDITIONS
3 C1.1 PLAT MAP
4 C2.1 TESC AND DEMOLITION PLAN
5 C2.2 TESC NOTES AND DETAILS
6 C2.3 TESC NOTES AND DETAILS
7 C3.1 OVERALL GRADING PLAN
8 C3.2 PALISADES ST SE & ROAD A INTERSECTION GRADING
9 C3.3 ROAD A & EXISTING PALISADES ST SE INTERSECTION
GRADING
10 C4.1 ROOF DRAINAGE PLAN
11 C5.1 ROAD A PLAN AND PROFILE
12 C5.2 ROAD A PLAN AND PROFILE
13 C5.3 PALISADES ST SE PLAN AND PROFILE
14 C5.4 TRACT B, TRACT C, AND PRIVATE DRIVEWAY PLAN &
PROFILES AND ROAD
15 C5.5 TRACT B, TRACT C, AND PRIVATE DRIVEWAY GRADING
TRANSITIONS
16 C5.6 POND PROFILES AND DETAILS
17 C5.7 STORM DRAINAGE NOTES AND DETAILS
18 C5.8 STORM DRAINAGE NOTES AND DETAILS
19 C5.9 MAILBOX PLAN AND ADDRESSING MAP
20 C5.10 HORIZONTAL CONTROL AND SURFACING PLAN
21 C5.11 PUBLIC ROAD NOTES AND DETAILS
22 C5.12 PUBLIC ROAD NOTES AND DETAILS
23 C5.13 PUBLIC ROAD NOTES AND DETAILS
24 C5.14 PUBLIC ROAD NOTES AND DETAILS
25 C6.1 OVERALL UTILITY MAP
26 C7.1 ROAD A WATER PLAN AND PROFILE
27 C7.2 ROAD A WATER PLAN AND PROFILE
28 C7.3 PALISADES ST SE WATER PLAN AND PROFILE
29 C7.4 WATER DETAILS
30 C7.5 WATER DETAILS
31 C8.1 ROAD A STEP PLAN AND PROFILE
32 C8.2 ROAD A STEP PLAN AND PROFILE
33 C8.3 PALISADES ST SE STEP PLAN AND PROFILE
34 C8.4 SEWER DETAILS
35 C8.5 SEWER DETAILS
36 C8.6 SEWER DETAILS
37 C9.1 SR 507 UTILITY EXTENSIONS
PROPOSED FRONTAGE
IMPROVEMENTS TO BE COVERED
UNDER SEPARATE WSDOT PERMIT
05/01/2025
P
A
L
I
S
A
D
E
S
W
E
S
T
Δ
APN 21725130200
S
R
5
0
7
PALISA
D
E
S
S
T
S
E
EXISTING
INFILTRATION POND
EXISTING
WET POND
N
GRAPHIC SCALE
0 50 100
1" = 50 FEET
25
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
37
MW/SKMH/ABMH
4/29/2025
PERMIT SET
2220348.10
4802 TACOMA MALL BOULEVARD
TACOMA, WA 98409
CONTACT: MATT LEWIS
(888) 627-0013
GARRETTE CUSTOM
HOMES, INC
THE RESERVE AT
PALISADES
A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M,
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
THE RESERVE AT PALISADES
DATE: April 23, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-SURV.dwg
C0.2
2
EXISTING
CONDITIONS
LEGAL DESCRIPTION
THE WEST 402.4 FEET OF THAT PART OF THE SOUTHWEST
QUARTER OF THE NORTHEAST QUARTER OF SECTION 25,
TOWNSHIP 17 NORTH, RANGE 1 EAST, W.M. LYING
SOUTHEASTERLY OF SECONDARY HIGHWAY NO. 5-H; EXCEPTING
THEREFROM THE SOUTH 16.5 FEET; ALSO EXCEPTING
THEREFROM THAT PORTION CONVEYED TO THE CITY OF YELM
BY DEED RECORDED FEBRUARY 12, 2008 UNDER RECORDING NO.
3988601; IN THURSTON COUNTY, WASHINGTON.
05/01/2025
Δ
ROAD A
PA
L
I
S
A
D
E
S
101.55'6.39'
90.15'
105.06'
60
.
0
0
'
35.6
9
'
104.87'
104.68'
60
.
0
0
'
60
.
2
6
'
10
9
.
0
0
'
45.00'
3
1
.
4
3'
89
.
0
0
'
10
9
.
0
0
'
65.00'
10
9
.
0
0
'
65.00'
10
9
.
0
0
'
65.00'
10
9
.
0
0
'
65.00'
10
9
.
0
0
'
65.00'
10
9
.
0
0
'
65.00'
10
9
.
0
0
'
65.00'
10
9
.
0
0
'
65.00'
10
9
.
0
0
'
65.00'
10
9
.
0
0
'
65.00'
64
.
4
0
'
131.00'
50
.
0
0
'
131.00'
24
.
0
3
'
122.00'
2
7
.
4
8
'
88
.
0
0
'
20.24'
31
.
1
4
'
19.46'
68
.
0
0
'
93.00'
34
.
9
1
'
64
.
4
0
'
38.00'65.00'
10
5
.
0
0
'
10
5
.
0
0
'
10
5
.
0
0
'
27.00'
S8
8
°
2
9
'
4
4
"
E
11
7
.
9
3
'
68
.
0
0
'
64
.
4
0
'
58.00'
10
5
.
0
0
'
10
5
.
0
0
'
10
5
.
0
0
'
51.00'
10
5
.
0
0
'
60.00'
24
.
4
2
'
100.72'
4
1
.
2
8
'
96
.
4
5
'
20.48'
100.00'
39
.
3
8
'
19.62'
58
.
0
0
'
10
.
0
0
'
19
.
4
0
'
50.00'60.00'
26
.
3
1
'
45
.
0
0
'
10
5
.
0
0
'
10
5
.
0
0
'
40
.
6
0
'
64
.
4
0
'
105.65'
117.90'
120.30'
58
.
0
0
'
26
.
4
1
'
24
.
5
6
'
10.34'
1
2
2
.
5
2
'
21
5
.
4
0
'
10.00' UTILITY EASEMENT (TYP.)
10.00' UTILITY EASEMENT (TYP.)
BUILDING SETBACK LINES, TYP
22927
S.F.
TRACT E
7085
S.F.
14
6298
S.F.
3
6643
S.F.
36
9171
S.F.
TRACT A
15.00' FRONT YARD SETBACK, TYP
5.00' SIDEYARD SETBACK,
TYP.
25.00'
PA
L
I
S
A
D
E
S
S
T
S
E
PALISA
D
E
S
S
T
S
E
S
R
5
0
7
11
9
.
4
4
'
20.00'
9.00'
26.00' ACCESS AND UTILITY
EASEMENT FOR THE BENEFIT
OF LOT 25 AND LOT 26
4+04
0+
0
0
1+
0
0
2+
0
0
3+
0
0
4+
0
0
PC: 2+04.81
PC: 2+69.92
PT: 2+53.13
PT: 3+19.46
18+02
7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00
1
5
+
0
0
16
+
0
0
17
+
0
0
18
+
0
0
PC: 14+56.18
PT: 15+38.64
ROAD A (MON CL) STA: 7+00 =
PALISADES (MON CL) STA: 1+34.50
0+
6
5
1+
0
0
2+
0
0
2+
7
1
0+
6
5
1+
0
0
2+
0
0
2+
8
0
ROAD A (MON CL) STA: 9+62.24 =
TRACT B STA: 1+00.00
ROAD A (MON CL) STA: 13+30.17 =
TRACT B STA: 1+00.00
N1° 30' 16"E
756.18'
S8
8
°
2
9
'
4
4
"
E
26
3
.
5
2
'
Δ=90°00'00"
R=52.50'
L=82.47'
25.00' BACK YARD SETBACK, TYP
2.00' PRIVATE ROOF
DRAIN EASEMENT (TYP.)
56.00'
ROW
56.00'
ROW
7085
S.F.
117000
S.F.
6
7085
S.F.
7
7085
S.F.
8
7085
S.F.
9
7085
S.F.
10
7085
S.F.
16
7085
S.F.
157085
S.F.
12
7085
S.F.
13
6825
S.F.
24
6825
S.F.
236090
S.F.
27
6300
S.F.
28 8332
S.F.
17
6550
S.F.
18
6433
S.F.
196943
S.F.
306894
S.F.
33
5250
S.F.
35
9568
S.F.
26
4615
S.F.
TRACT B
4906
S.F.
TRACT C
37.99'
17.7
9'
84
.
4
1
'
6289
S.F.
5
6286
S.F.
4
5698
S.F.
1
6266
S.F.
2
6977
S.F.
39
6677
S.F.
37
6594
S.F.
38
6486
S.F.
22
S74° 28' 45"E
16.79'
S8
8
°
2
9
'
4
4
"
E
84
.
4
1
'
N8
8
°
2
9
'
4
4
"
W
13
4
.
5
0
'
N88° 29' 44"W
70.31'
S8
8
°
2
9
'
4
4
"
E
20
6
.
9
5
'
S8
8
°
2
9
'
4
4
"
E
21
5
.
4
0
'
22354
S.F.
TRACT D
6300
S.F.
296300
S.F.
34
9050
S.F.
25
9401
S.F.
32
13.00'13.00'
11270
S.F.
20
8728
S.F.
219484
S.F.
31
APN 67110000003
APN
67110001700
APN
67110001600 PALISADES WEST
APN 21725240402APN 21725240400
APN 67110002400
APN 67110000002
AP
N
6
7
1
1
0
0
0
0
0
0
4
25.50'
30.50'
25.50'30.50'
30.50'25.50'
N
GRAPHIC SCALE
0 50 100
1" = 50 FEET
25
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
37
MW/SKMH/ABMH
4/29/2025
PERMIT SET
2220348.10
4802 TACOMA MALL BOULEVARD
TACOMA, WA 98409
CONTACT: MATT LEWIS
(888) 627-0013
GARRETTE CUSTOM
HOMES, INC
THE RESERVE AT
PALISADES
A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M,
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
THE RESERVE AT PALISADES
DATE: April 29, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-PLAT.dwg
C1.1
3
PLAT MAP
LOT SETBACKS - SINGLE FAMILY
FRONT YARD 15 FT*
SIDE YARD 5 FT
15 FT (CORNER LOT)
REAR YARD 25 FT
*MINIMUM 20FT DRIVEWAY APPROACH
TRACT IDENTIFICATION
ITEM SQUARE FEET ACRES
TRACT 'A' - RECREATION / OPEN SPACE 9,171 0.211
TRACT 'B' - PRIVATE ROAD 4,610 0.106
TRACT 'C' - PRIVATE ROAD 4,910 0.113
TRACT 'D' - RECREATION / OPEN SPACE 22,354 0.513
TRACT 'E' - STORM 22,927 0.526
STATISTICAL BREAKDOWN
ITEM DESCRIPTION OR AREA
SQUARE FEET ACRES
SITE AREA 422,446
CRITICAL AREAS
PROPOSED ONSITE ROAD ROW
ZONING:
0
79,929
R-4, (LOW DENSITY RESIDENTIAL DISTRICT)
MAXIMUM DENSITY (4 DU/ACRE)
TOTAL NO. OF LOTS PROPOSED (SINGLE FAMILY)
LARGEST LOT AREA (LOT 20)
SMALLEST LOT AREA (LOT 35)
AVERAGE LOT AREA
9.70
0.00
39
1.835
38.79 (USE 39)
11,234
5,250
0.26
0.12
7,037 0.16
OPEN SPACE REQUIRED (5% OF GROSS AVERAGE)0.485
OPEN SPACE PROVIDED (7.4% OF GROSS ACREAGE)0.720
PARCEL NUMBER 21725130200
05/01/2025
48.6
9
%
34.31%
44.97%
39
0
40
0
41
0
39
2
39
4
39
6
39
8
40
2
40
4
40
6
40
8
41
2
41
4
41
6
422
420
414
416
418
422
4
2
2
39
0
38
2
38
4
38
6
38
8
39
2
40
0
39
8
4
0
2
39
6
398
39
8
41
0
40
4
40
6
40
8
4
1
2
414
4
1
4
41
4
4
1
6
416
416
418
42
0
41
8
4
2
2
420
412414
416
418
410 406408412414416
37
0
3
8
0
36
2
36
4
36
6
36
8
37
2
3
7
4
3
7
6
3
7
8
360
37
0
37
2
37
4
37
6
37
8
3
7
0
3
7
0
380
3
7
2
37
4
3
7
6
3
7
8
3
8
2
38
4
38
6
3
6
0
3
5
8
406408412
4
1
4416 400402404
PALISADES ST SE
S
R
5
0
7
PA
L
I
S
A
D
E
S
S
T
S
E
CE
IPTYP
FL: 403.00
FL: 407.90
FL: 422.00
FL: 420.43
FL: 415.00
FL: 390.00
FL: 389.94
FL: 384.70
FL: 375.49
FL: 397.62
FL: 397.00
FL: 395.00
CDTYP
SFTYP
9
4
9
1
3
8
6
5
3
8
0
380
39
040
041
0
3
7
6
37
6
3
7
8
378
382
384
386
38
839
239
439
6
39
8
40
2
40
4
40
6
40
841
241
4416
SF
210
6
11
7
TEMPORARY SEDIMENT/INFILTRATION POND
TOP OF POND: 359.50
FREEBOARD: 358.50
MIN. BOTTOM AREA: 7,200 SF
BOTTOM OF POND: 355.5
MAX SIDE SLOPE: 3:1
356 358
FL: 375.97
12
"
C
P
P
E
l
=
3
5
6
.
5
0
12
"
C
P
P
E
l
=
3
5
6
.
5
0
12
"
C
P
P
E
l
=
3
5
6
.
5
0
12
"
C
P
P
E
l
=
3
5
6
.
5
0
12
"
C
P
P
E
l
=
3
5
6
.
5
0
12
"
C
P
P
E
l
=
3
5
6
.
5
0
12
"
C
P
P
E
l
=
3
5
6
.
5
0
12
"
C
P
P
E
l
=
3
5
6
.
5
0
FL: 372.41
FL: 367.25
CE
N
GRAPHIC SCALE
0 50 100
1" = 50 FEET
25
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
37
MW/SKMH/ABMH
4/29/2025
PERMIT SET
2220348.10
4802 TACOMA MALL BOULEVARD
TACOMA, WA 98409
CONTACT: MATT LEWIS
(888) 627-0013
GARRETTE CUSTOM
HOMES, INC
THE RESERVE AT
PALISADES
A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M,
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
THE RESERVE AT PALISADES
DATE: April 25, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-TESC.dwg
C2.1
4
TESC AND
DEMOLITION PLAN
CUT = 18,950 CU. YDS
FILL = 17,700 CU. YDS
NET = 1,250 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.
EARTHWORK QUANTITIES
1.ARRANGE AND ATTEND PRE-CONSTRUCTION CONFERENCE WITH THE CITY OF YELM AND CONFIRM REQUIRED INSPECTIONS.
2.STAKE CLEARING AND GRUBBING LIMITS AND WETLAND BUFFER.
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 SEWER SERVICE LINES.
12.INSTALL WATER MAIN AND SERVICE 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).
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.
TESC AND DEMO LEGEND
INLET PROTECTION ON PROPOSED CBS
CLEARING LIMITS
FILTER FABRIC FENCE
INTERCEPTOR DITCH
CONSTRUCTION ENTRANCE
RIP-RAP PROTECTION
4"x6" SPALLS
REMOVE EXISTING FENCE
EXISTING GRADE CONTOUR
FINISHED GRADE CONTOUR
ROCK CHECK DAM
EXISTING TREE TO BE REMOVED
REMOVE EXISTING ASPHALT
REMOVE EXISTING CONCRETE
STOCKPILE
SF
CL
IP
CE
CD
ID
RR
POST CONSTRUCTION SOIL QUALITY AND DEPTH
CONSTRUCTION SEQUENCE
ELEV
ELEV
2
C2.2
5
C2.2
1
C2.3
2
C2.3
6
C2.2
1
C2.2
KEYNOTES
DECOMMISSION SEPTIC SYSTEM
DOCUMENTED WELL LOCATION. CONTRACTOR TO VERIFY IF
DECOMMISSIONED, DECOMMISSION IF NOT. AND PROTECT AS
NECESSARY
DEMOLISH EXISTING STRUCTURES.
SEPARATE BUILDING DEMOLITION PERMIT REQUIRED, TO BE
OBTAINED BY CONTRACTOR.
REMOVE EXISTING BARB WIRE FENCING
DEMOLISH EXISTING CONCRETE AT NEAREST POINT
DEMOLISH EXISTING ASPHALT. PROVIDE CLEAN SAWCUT EDGE FOR
TRANSITION TO NEW ASPHALT
PROPOSED STOCKPILE LOCATION
FLAG PROPOSED INFILTRATION AREA
DEMOLISH EXISTING POWER POLES
PROTECT EXISTING WATER STRUCTURES
PROTECT EXISTING SEWER STRUCTURES
1
2
3
4
5
6
7
8
9
10
11
05/01/2025
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
37
MW/SKMH/ABMH
4/29/2025
PERMIT SET
2220348.10
4802 TACOMA MALL BOULEVARD
TACOMA, WA 98409
CONTACT: MATT LEWIS
(888) 627-0013
GARRETTE CUSTOM
HOMES, INC
THE RESERVE AT
PALISADES
A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M,
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
THE RESERVE AT PALISADES
DATE: April 25, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-TESC.dwg
C2.2
5
TESC NOTES AND
DETAILS
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"
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"
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.
6'2'
1 NOT TO SCALE
GRAVEL CHECK DAM 2 NOT TO SCALE
INLET PROTECTION
4 NOT TO SCALE
SEDIMENT TRAP 5 NOT TO SCALE
CONSTRUCTION ENTRANCE 6 NOT TO SCALE
ROCK OUTFALL
BERM ELEVATION: PER PLAN
MAX WATER SURFACE ELEVATION: PER PLAN1' FREEBOARD
2
:
1
M
A
X
.
3H
:
1
V
M
A
X
.
3
H
:
1
V
M
A
X
.
WIRE BACKED SILT FENCE
"KEYED" INTO SLOPE TO
PREVENT FLOW AROUND.
PER PLANS
BOTTOM ELEVATION: PER PLAN
1.00'
SEDIMENT
STORAGE
3.50'
SETTLING DEPTH
6.0' MIN.
1' MIN.
05/01/2025
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
37
MW/SKMH/ABMH
4/29/2025
PERMIT SET
2220348.10
4802 TACOMA MALL BOULEVARD
TACOMA, WA 98409
CONTACT: MATT LEWIS
(888) 627-0013
GARRETTE CUSTOM
HOMES, INC
THE RESERVE AT
PALISADES
A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M,
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
THE RESERVE AT PALISADES
DATE: April 25, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-TESC.dwg
C2.3
6
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
2
1
1' MIN
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
SLOPE
3-5%
5-10%
10-25%
SPACING (FEET)
300 FEET
200 FEET
100 FEET
05/01/2025
s
s
s
s
s
s
s
s
s
s
s s
ss
ss
s
s s
s s
s s
s s
ss
ss
s
s
ss
s
s
sss
s
CB 18
CB 17
CB 16 CB 15
CB 20 CB 19
CB 12
CB 13
CB 9
CB 10
CB 7
CB 5
CB 6
CB 4
CB 1
CB 2
PAD:
415.00
PAD:
417.00
PAD:
419.00
PAD:
420.00
PAD:
421.00
PAD:
417.50
PAD:
416.50
PAD:
415.00
PAD:
412.00
PAD:
409.00 PAD:
406.00
PAD:
403.00
PAD:
399.00
PAD:
396.00
PAD:
393.00
PAD:
390.00
PAD:
394.00
PAD:
395.00
PAD:
396.00
PAD:
397.00
PAD:
398.00
PAD:
396.00
PAD:
396.00
PAD:
400.00
PAD:
403.00
PAD:
404.00
PAD:
404.00
PAD:
407.00
PAD:
410.00
PAD:
404.00
PAD:
417.00
PAD:
415.00
PAD:
414.00
PAD:
415.00
PAD:
420.00
PAD:
421.00
PAD:
422.00
PAD:
422.00
ROAD A
PA
L
I
S
A
D
E
S
S
T
S
E
48.9
9
%
34.02
%
44.97%RO
A
D
A
TRACT A
TRACT E
14
3
39
0
40
0
41
0
39
2
39
4
39
6
39
8
40
2
40
4
40
6
40
8
41
2
41
4
41
6
422
420
414
416
418
422
4
2
2
3
8
0
380
39
040
041
0
3
7
6
37
6
3
7
8
378
382
384
386
38
839
239
439
6
39
8
40
2
40
4
40
6
40
841
241
4416
39
0
38
2
38
4
38
6
38
8
39
2
40
0
39
8
4
0
2
39
6
398
39
8
4
1
2
414
4
1
4
41
4
4
1
6
416
416
418
42
0
41
8
4
2
2
420
412414
416
418
410 406408412414416
36
0
37
0
3
8
0
35
4
35
6
35
8
36
2
36
4
36
6
36
8
37
2
37
4
3
7
6
3
7
8
3
8
2
360
37
0
354356358
37
2
37
4
37
6
37
8
380
3
7
2
374
3
7
6
3
7
8
38
2
38
4
3
8
6
3
6
0
3
5
6
3
5
8
406408412
4
1
4416 400402404
PALISA
D
E
S
S
T
S
E
S
R
5
0
7
PA
L
I
S
A
D
E
S
S
T
S
E
7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00
1
5
+
0
0
16
+
0
0
17
+
0
0
17
+
8
1
0+
0
0
1+
0
0
2+
0
0
3+
0
0
4+
0
0
4+
1
5
EW: 413.50
BW: 400.00
TW: 403.00
EW: 403.00
EW: 390.00
TW: 384.89
EW: 379.41
BW: 374.10
TW: 403.00
BW: 396.00
BW: 398.00
TW: 403.00
TW: 387.99
BW: 374.66
PAD:
414.00
PAD:
406.00
PAD:
416.00
TW: 414.00
BW: 410.00
BW: 410.00
EW: 407.00
CB 11
CB 8
CB 14
4
0
2
TRACT D
17
18
19
24
TR
A
C
T
C
2327
26
22
39
37
38
36
33
28
30
35
TR
A
C
T
B
5
4
1
2
11
6 7 8 9 10 12 161513
SEE SHEET C5.5 AND SHEET
C5.4 FOR TRACT B GRADING
SEE SHEET C5.5 AND SHEET C5.4
FOR PRIVATE DRIVEWAY GRADING
SEE SHEET C5.5 AND
SHEET C5.4 FOR
TRACT C GRADING
EW: 402.00TW: 414.00
41
0
40
4
40
6
40
8
3
7
6
3
7
8
SEE SHEET C3.2 FOR
INTERSECTION GRADING
SEE SHEET C3.3 FOR
INTERSECTION GRADING
CB 3
FG: 354.00
53.2
4
%
2934
25
32
20
2131
N
GRAPHIC SCALE
0 50 100
1" = 50 FEET
25
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
37
MW/SKMH/ABMH
4/29/2025
PERMIT SET
2220348.10
4802 TACOMA MALL BOULEVARD
TACOMA, WA 98409
CONTACT: MATT LEWIS
(888) 627-0013
GARRETTE CUSTOM
HOMES, INC
THE RESERVE AT
PALISADES
A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M,
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
THE RESERVE AT PALISADES
DATE: April 24, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-GRAD.dwg
C3.1
7
OVERALL GRADING
PLAN
CUT = 18,950 CU. YDS
FILL = 17,700 CU. YDS
NET = 1,250 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.
EARTHWORK QUANTITIES
RETAINING WALL DESIGNED
BY OTHERS.
SEPARATE BUILDING PERMIT
REQUIRED.
BOTTOM OF WALL (BW)
TOP WALL AT PAD GRADE (TW)
TW TOP OF WALL PER NOMENCLATURE DETAIL
BW BOTTOM OF WALL PER NOMENCLATURE DETAIL
EW END OF WALL
CB CATCH BASIN
RDCO ROOF DRAIN CLEANOUT
ACRONYM LEGEND
1 NOT TO SCALE
WALL SPOT ELEVATION NOMENCLATURE
05/01/2025
4
2
0
4
1
8
4
1
8
4
2
0
4
1
8
1+00
2+00
36
6
PALISADES ST SE
7+
0
0
CB 16
RIM: 418.90
FG: 418.89
FG: 418.97
FG: 418.92FG: 418.87
TC: 418.14
TC: 418.05TC: 418.05
TC: 417.96
5.0'
5.0'
7.36%
7.15%
1.00%
0.
4
9
%
1.
0
0
%
1.50%
RO
A
D
A
PALISADES ST SE STA: 1+34.51 =
ROAD A STA: 7+00.01
BC: 418.14
BC: 418.05
TC: 418.09
BC: 417.93BC: 417.93
TC: 418.08
BC: 418.05
BC: 417.96
BC: 417.93
TC: 418.16
BC: 418.87
TC: 419.11
FG: 418.07
FG: 418.17
PROVIDE POSITIVE
DRAINAGE ALONG
FLOWLINE
FL: 418.03
FL: 417.94
FL: 417.83
1.81%
2.23%
2.
0
0
%
1.5
0
%
1.98%
1.98%
FL: 418.03
FL: 418.12
1
.
5
0
%
5.0'
6.9'
1/2Δ
FL: 417.75 1/2Δ
FL: 418.80
BCR
STA: 1+46.42, 36.36' LT
FL: 417.84
10.0'
11.8'
BC: 417.83
TC: 418.07
BC: 417.32
TC: 417.49
BCR
STA: 0+98.48, 12.24' LT
FL: 417.24 ECR
STA: 1+70.52, 12.42' LT
FL: 419.40
ECR
STA: 1+22.42, 36.30' LT
FL: 417.85
BC: 419.49
TC: 419.73
3/4Δ
FL: 419.12
1/4Δ
FL: 418.09
1/4Δ
FL: 417.50
3/4Δ
FL: 418.02
2.0'
1.82%
7.15%
FG: 418.08
FG: 418.18
Δ=90°00'00"
R=25.00'
L=39.27'Δ=90°06'08"
R=25.00'
L=39.31'
10.0' UTILITY
EASEMENT
5.0'
10.0' UTILITY
EASEMENT
FG: 420.61
FG: 420.51
4.47%
4.61%
2.
0
0
%
12
1
1
1 2
FG: 417.80
FG: 417.90
2.
0
0
%
1
.
6
3
%
1.6
3
%
0.
9
3
%
2.
4
2
%
FG: 418.03 FG: 418.13
2.01%
5.
2
5
%
5.
0
9
%
N
GRAPHIC SCALE
0 5 10
1" = 5 FEET
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
37
MW/SKMH/ABMH
4/29/2025
PERMIT SET
2220348.10
4802 TACOMA MALL BOULEVARD
TACOMA, WA 98409
CONTACT: MATT LEWIS
(888) 627-0013
GARRETTE CUSTOM
HOMES, INC
THE RESERVE AT
PALISADES
A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M,
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
THE RESERVE AT PALISADES
DATE: April 24, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-GRAD-INTX.dwg
C3.2
8
PALISADES ST SE &
ROAD A
INTERSECTION
GRADING
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. CROSS SLOPES SHALL
NOT EXCEED 2%.
1
2
35.58'
16.51'
05/01/2025
CB 1
RIM: 375.42
CB 2
RIM: 375.42
3
8
0
376
37
8
3
8
2
3
8
0
390
37
6
3
7
838
2
38
4
38
6
38
8
PALISA
D
E
S
S
T
S
E
3
7
6
3
7
8
18
+
0
0
18
+
0
2
TRACT DRO
A
D
A
Δ=77°02'10"
R=24.00'
L=32.27'
Δ=89°46'04"
R=24.00'
L=37.60'
FG: 377.35
TC:377.31
FL: 377.31
TC:377.39
FL: 377.39
FG: 373.81
FG: 373.87
FG: 374.07
TC:373.98
FL: 373.98
TC:374.04
FL: 374.04
FG: 383.27
FG: 383.20
FG: 380.26
FG: 380.19
FG: 378.11
FG: 378.18
FG: 378.11
FG: 375.99
FG: 376.09
FG: 378.03
ECR
STA: 17+60.49, 12.00' RT
TC:377.10
FL: 376.60
BCR
STA: 17+55.64, 12.00' LT
TC:375.60
FL: 375.10
ECR
STA: 17+79.64, 35.90' LT
TC:372.40
FL: 371.90BCR
STA: 17+83.88, 30.62' RT
TC:379.95
FL: 379.45
1
.
4
3
%
15.26%
14.23%
1.59%
1.40%
4.
6
4
%
4.
7
0
%
6.54%
7.80%1.50%
1.
3
6
%
1.
5
5
%
0.
9
8
%
1.5
1
%
0
.
7
7
%
0.61%
1.
3
7
%
3.96%
3.81%1/2Δ
TC:373.98
FL: 373.98
3/4Δ
TC:373.45
FL: 372.95
1/4Δ
TC:374.82
FL: 374.32
2.00%
1.
2
2
%
1
.
4
5
%
15.79%
15.94%21
2
1
13/4Δ
TC:377.82
FL: 377.32
1/2Δ
TC:378.26
FL: 377.76
1/4Δ
TC:379.11
FL: 378.61TC:380.05
FL: 379.55
LP/FL: 375.45
LP/FL: 375.45FG: 375.75
FL: 375.46
TC: 375.75
FL: 375.46FG: 375.77
FL: 375.50 FL: 375.50FG: 375.81
FG: 375.80
FG: 375.88
FG: 375.95
FG: 376.03
FG: 376.10
EG: 376.23
EG: 371.87
EG: 379.62
TC:376.59
FL: 376.09
TC: 375.71
TC: 375.70
TC: 375.75
TC: 375.71
TC: 375.70
BC: 375.59
BC: 375.55
BC: 375.53
BC: 375.53
BC: 375.55
BC: 375.58
TC:376.38
FL: 375.88 TC:375.82
FL: 375.32
5.00'
N
GRAPHIC SCALE
0 5 10
1" = 5 FEET
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
37
MW/SKMH/ABMH
4/29/2025
PERMIT SET
2220348.10
4802 TACOMA MALL BOULEVARD
TACOMA, WA 98409
CONTACT: MATT LEWIS
(888) 627-0013
GARRETTE CUSTOM
HOMES, INC
THE RESERVE AT
PALISADES
A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M,
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
THE RESERVE AT PALISADES
DATE: April 24, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-GRAD-INTX.dwg
C3.3
9
ROAD A & EXISTING
PALISADES ST SE
INTERSECTION
GRADING
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. CROSS SLOPES SHALL
NOT EXCEED 2%.
1
2
MATCH EXISTING GRADE
SUPERELEVATION
TRANSITION
45.00'
13.60'
19.05'
05/01/2025
s
s
s
s
s
s
s
s
s
s
s s
ss
ss
s
s s
s s
s s
s s
ss
ss
s
s
ss
s
s
sss
s
CB 18
RIM: 420.35
CB 17
RIM: 420.30
CB 16
RIM: 418.90 CB 15
RIM: 416.61
CB 20
RIM: 413.05 CB 19
RIM: 413.13
CB 13
RIM: 411.24
CB 9
RIM: 401.11
CB 10
RIM: 401.12
CB 7
RIM: 392.91
CB 5
RIM: 388.17
CB 6
RIM: 388.17
CB 4
RIM: 383.98
CB 1
RIM: 375.42
CB 2
RIM: 375.42
PAD:
415.00
PAD:
417.00
PAD:
419.00
PAD:
420.00
PAD:
421.00
PAD:
417.50
PAD:
416.50
PAD:
415.00
PAD:
412.00
PAD:
409.00 PAD:
406.00
PAD:
403.00
PAD:
399.00
PAD:
396.00 PAD:
393.00
PAD:
390.00
PAD:
394.00
PAD:
395.00
PAD:
396.00
PAD:
397.00
PAD:
398.00
PAD:
396.00
PAD:
396.00
PAD:
400.00
PAD:
403.00
PAD:
404.00
PAD:
404.00
PAD:
407.00
PAD:
410.00
PAD:
404.00
PAD:
417.00
PAD:
415.00
PAD:
414.00
PAD:
415.00
PAD:
420.00
PAD:
421.00
PAD:
422.00
PAD:
422.00
ROAD A
48.6
9
%
34.02
%
??
?
44.97%RO
A
D
A
TRACT A
TRACT E
14
3
39
0
40
0
41
0
39
2
3
9
4
39
6
39
8
40
2
40
4
40
6
40
8
41
2
41
4
41
6
422
420
414
416
418
422
4
2
2
3
8
0
380
39
040
041
0
3
7
6
37
6
3
7
8
378
382
384
386
38
839
239
439
639
8
40
2
40
4
40
6
40
8
41
241
4
4
1
6
39
0
38
2
38
4
38
6
38
8
39
2
40
0
39
8
4
0
2
39
6
398
39
8
41
0
40
4
40
6
40
8
4
1
2
414
4
1
4
41
4
4
1
6
416
416
418
42
0
41
8
4
2
2
420
412414
416
418
410 406408412414416
36
0
37
0
3
8
0
35
4
35
6
35
8
36
2
36
4
36
6
36
8
37
2
37
4
3
7
6
3
7
8
3
8
2
360
37
0
354356358
37
2
37
4
37
6
37
8
3
7
0
3
7
0
380
3
7
2
37
4
3
7
6
3
7
8
38
2
3
8
4
3
8
6
3
6
0
3
5
6
3
5
8
406408412
4
1
4416 400402404
PALISADES ST SE
S
R
5
0
7
PA
L
I
S
A
D
E
S
S
T
S
E
7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00
1
5
+
0
0
16
+
0
0
17
+
0
0
17
+
8
1
0+
0
0
1+
0
0
2+
0
0
3+
0
0
4+
0
0
4+
1
5
PAD:
414.00
PAD:
406.00
PAD:
416.00
RDCO 39
RDCO 38
RDCO 1
RDCO 37
RDCO 2
RDCO 36
RDCO 3
RDCO 32
RDCO 6 RDCO 7
RDCO 4B
RDCO 4A
RDCO 33
RDCO 35
RDCO 8
RDCO TRCT B
RDCO 34A
RDCO 34B
RDCO 5B
RDCO 5A
CB 14
RIM: 411.64
RDCO 9BRDCO 9A
RDCO 29
RDCO 10
RDCO 28B
RDCO 28A
RDCO 11A
RDCO 11B
RDCO 27B
RDCO 27A
RDCO 12B
RDCO 12A
CB 11
RIM: 401.49
RDCO 24
RDCO 13
RDCO TRCT C
RDCO 14A
RDCO 14B
CB 8
RIM: 393.23
RDCO 23A RDCO 17
RDCO 15B
RDCO 15A
RDCO 16B
RDCO 16A
PAL - 1
PAL - 2
PAL - 3
PAL - 4
PAL - 5
PAL - 6
PAL - 7
PAL - 8
PAL - 9
PAL - 10
PAL - 11
PAL - 12
RD A - 7
RD A - 8RD A - 6
RD A - 12
RD A - 13
RD
A
-
1
0
RD A - 15
RD A - 16
RD A - 17
RD A - 30
RD A - 29
RD A - 28
RD A - 27
RD A - 26
RD A - 22
RD A - 25
RD A - 24
RD A - 23
RD A - 21RD A - 5
RD A - 4
RD A - 3
RD A - 2RD A - 1
RD A - 40
RD A - 39
RD A - 42
RD A - 38
RD A - 37
RD A - 36
RD A - 35
RD A - 34
RD A - 33
RD A - 32PA
L
I
S
A
D
E
S
S
T
S
E
CB 12
RIM: 411.31
22
24
33
2327
28
26
30
TR
A
C
T
B
36
35
39
37
38
5
4
1
2
11
6 7 8 9 10
16151213
17
18
19
RD A - 43
TR
A
C
T
C
RDCO 31
RDCO 30
RDCO 25
RD A - 45
RD A - 44
RD A - 4631
2934
20
21
25
WALL DRAIN CONNECT 2
WD 2
WALL DRAIN CONNECT 1
WD 1
RD A - 42 (1)
WALL DRAIN CONNECTION TEE
STORM STRUCTURE TABLE
STRUCTURE
NAME
CB 8
TYPE 1
N 590486.59
E 1110474.90
CB 11
TYPE 1
N 590322.53
E 1110470.87
CB 14
TYPE 1
N 590118.70
E 1110465.95
RDCO 1
CO
N 589797.76
E 1110526.75
RDCO 2
CO
N 589802.51
E 1110504.54
RDCO 3
CO
N 589805.81
E 1110407.65
RDCO 4A
CO
N 589806.16
E 1110395.33
RDCO 4B
CO
N 589807.59
E 1110345.62
RDCO 5A
CO
N 589809.07
E 1110293.84
RDCO 5B
CO
N 589807.88
E 1110335.48
RDCO 6
CO
N 589933.57
E 1110383.32
RDCO 7
CO
N 589998.07
E 1110384.84
STRUCTURE
DETAILS
RIM = 393.23
IE = 390.58 (6" S)
IE = 390.08 (12" W)
IE = 390.58 (6" E)
RIM = 401.49
IE = 398.77 (6" S)
IE = 398.27 (12" W)
IE = 398.77 (6" E)
RIM = 411.64
IE = 407.16 (6" S)
IE = 406.66 (12" W)
IE = 407.16 (6" E)
RIM = 421.00
IE = 418.19 (6" W)
RIM = 420.00
IE = 417.74 (6" E)
IE = 417.74 (6" N)
RIM = 419.00
IE = 414.16 (6" W)
RIM = 417.00
IE = 412.31 (6" E)
IE = 412.31 (6" W)
RIM = 417.00
IE = 411.32 (6" E)
IE = 411.32 (6" W)
RIM = 415.00
IE = 409.38 (6" E)
IE = 409.38 (6" N)
RIM = 415.00
IE = 409.80 (6" E)
IE = 409.80 (6" W)
RIM = 417.50
IE = 413.64 (6" N)
RIM = 416.50
IE = 412.35 (6" S)
IE = 412.35 (6" N)
STORM STRUCTURE TABLE
STRUCTURE
NAME
RDCO 8
CO
N 590062.98
E 1110386.52
RDCO 9A
CO
N 590076.84
E 1110386.66
RDCO 9B
CO
N 590120.62
E 1110387.90
RDCO 10
CO
N 590193.50
E 1110389.69
RDCO 11A
CO
N 590207.50
E 1110390.02
RDCO 11B
CO
N 590258.45
E 1110391.23
RDCO 12A
CO
N 590270.83
E 1110391.59
RDCO 12B
CO
N 590324.19
E 1110392.89
RDCO 13
CO
N 590388.44
E 1110394.46
RDCO 14A
CO
N 590400.43
E 1110394.71
RDCO 14B
CO
N 590453.25
E 1110396.04
RDCO 15A
CO
N 590471.86
E 1110396.59
STRUCTURE
DETAILS
RIM = 415.00
IE = 411.05 (6" S)
IE = 411.05 (6" N)
RIM = 412.00
IE = 408.97 (6" S)
IE = 408.97 (6" N)
RIM = 412.00
IE = 408.40 (6" S)
IE = 408.40 (6" E)
RIM = 409.00
IE = 404.07 (6" N)
RIM = 406.00
IE = 401.97 (6" S)
IE = 401.97 (6" N)
RIM = 406.00
IE = 400.95 (6" S)
IE = 400.95 (6" N)
RIM = 403.00
IE = 399.09 (6" S)
IE = 399.09 (6" N)
RIM = 403.00
IE = 398.03 (6" S)
IE = 398.03 (6" E)
RIM = 399.00
IE = 394.86 (6" N)
RIM = 396.00
IE = 393.06 (6" S)
IE = 393.06 (6" N)
RIM = 396.00
IE = 392.01 (6" S)
IE = 392.01 (6" N)
RIM = 393.00
IE = 388.75 (6" S)
IE = 388.75 (6" N)
STORM STRUCTURE TABLE
STRUCTURE
NAME
RDCO 15B
CO
N 590518.19
E 1110397.63
RDCO 16A
CO
N 590533.62
E 1110398.02
RDCO 16B
CO
N 590583.38
E 1110399.24
RDCO 17
CO
N 590582.72
E 1110479.07
RDCO 23A
CO
N 590403.53
E 1110472.78
RDCO 24
CO
N 590383.95
E 1110472.37
RDCO 25
CO
N 590320.15
E 1110567.87
RDCO 27A
CO
N 590244.95
E 1110468.87
RDCO 27B
CO
N 590288.05
E 1110470.11
RDCO 28A
CO
N 590187.23
E 1110467.54
RDCO 28B
CO
N 590228.80
E 1110468.49
RDCO 29
CO
N 590175.02
E 1110467.26
STRUCTURE
DETAILS
RIM = 393.00
IE = 387.82 (6" S)
IE = 387.82 (6" N)
RIM = 390.00
IE = 385.50 (6" S)
IE = 385.50 (6" N)
RIM = 390.00
IE = 384.66 (6" S)
IE = 384.66 (6" E)
RIM = 394.00
IE = 388.00 (6" W)
RIM = 396.00
IE = 392.25 (6" S)
IE = 392.25 (6" N)
RIM = 400.00
IE = 396.00 (6" N)
RIM = 402.90
IE = 399.74 (6" S)
IE = 399.74 (6" W)
RIM = 404.00
IE = 400.33 (6" S)
IE = 400.33 (6" N)
RIM = 404.00
IE = 399.47 (6" S)
IE = 399.47 (6" N)
RIM = 407.00
IE = 403.58 (6" S)
IE = 403.58 (6" N)
RIM = 407.00
IE = 402.75 (6" S)
IE = 402.75 (6" N)
RIM = 410.00
IE = 405.78 (6" N)
STORM STRUCTURE TABLE
STRUCTURE
NAME
RDCO 30
CO
N 590221.63
E 1110565.35
RDCO 31
CO
N 590220.05
E 1110629.73
RDCO 32
CO
N 590076.01
E 1110624.85
RDCO 33
CO
N 590068.58
E 1110565.68
RDCO 34A
CO
N 590031.21
E 1110463.75
RDCO 34B
CO
N 590080.93
E 1110465.02
RDCO 35
CO
N 590021.06
E 1110463.49
RDCO 36
CO
N 589880.79
E 1110506.82
RDCO 37
CO
N 589879.40
E 1110517.80
RDCO 38
CO
N 589865.41
E 1110577.57
RDCO 39
CO
N 589862.42
E 1110632.40
RDCO TRCT B
CO
N 590115.85
E 1110582.32
STRUCTURE
DETAILS
RIM = 404.81
IE = 400.73 (6" E)
IE = 400.73 (6" N)
IE = 400.90 (6" S)
RIM = 406.00
IE = 402.53 (6" W)
RIM = 417.00
IE = 413.87 (6" W)
RIM = 415.00
IE = 410.55 (6" N)
RIM = 414.00
IE = 410.72 (6" S)
IE = 410.72 (6" N)
RIM = 414.00
IE = 409.72 (6" S)
IE = 409.72 (6" N)
RIM = 415.00
IE = 412.24 (6" N)
RIM = 420.00
IE = 417.35 (6" E)
IE = 417.35 (6" S)
RIM = 421.00
IE = 417.57 (6" E)
IE = 417.57 (6" W)
RIM = 422.05
IE = 418.80 (6" E)
IE = 418.80 (6" W)
RIM = 422.00
IE = 419.51 (6" W)
RIM = 413.37
IE = 408.48 (6" W)
PIPE TABLE
NAME
PAL - 1
PAL - 2
PAL - 3
PAL - 4
PAL - 5
PAL - 6
PAL - 7
PAL - 8
PAL - 9
PAL - 10
PAL - 11
RD A - 1
RD A - 2
RD A - 4
RD A - 5
RD A - 6
RD A - 7
RD A - 8
RD A - 10
RD A - 12
RD A - 13
RD A - 15
RD A - 16
RD A - 17
RD A - 21
RD A - 22
RD A - 23
SIZE
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
LENGTH
18'
42'
10'
50'
12'
18'
23'
23'
11'
61'
50'
65'
65'
44'
18'
10'
50'
38'
101'
12'
4'
48'
27'
49'
14'
51'
12'
SLOPE
1.00%
1.00%
15.00%
2.00%
15.00%
0.50%
2.00%
0.50%
2.00%
2.00%
3.62%
2.00%
2.00%
1.29%
2.04%
15.00%
2.00%
6.78%
1.00%
2.00%
2.00%
5.00%
4.00%
7.00%
15.00%
2.00%
15.00%
MATERIAL
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PIPE TABLE
NAME
RD A - 24
RD A - 25
RD A - 26
RD A - 27
RD A - 28
RD A - 29
RD A - 30
RD A - 32
RD A - 33
RD A - 34
RD A - 35
RD A - 36
RD A - 37
RD A - 38
RD A - 39
RD A - 40
RD A - 42
RD A - 42 (1)
RD A - 43
RD A - 44
RD A - 45
RD A - 46
WD 1
WD 2
SIZE
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
LENGTH
53'
18'
12'
42'
16'
43'
34'
12'
53'
19'
46'
15'
50'
18'
20'
83'
23'
97'
24'
97'
99'
64'
40'
135'
SLOPE
1.98%
0.50%
18.00%
2.00%
15.00%
2.00%
2.02%
15.00%
2.00%
17.50%
2.00%
15.00%
1.69%
1.00%
19.15%
2.01%
2.00%
2.00%
15.40%
1.00%
1.00%
2.80%
10.37%
9.12%
MATERIAL
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
PVC
STORM STRUCTURE TABLE
STRUCTURE
NAME
RDCO TRCT C
CO
N 590483.98
E 1110594.92
STRUCTURE
DETAILS
RIM = 395.67
IE = 392.98 (6" W)
WALL DRAIN TABLE
NAME
WALL DRAIN CONNECT 1
WALL DRAIN CONNECT 2
WALL DRAIN CONNECTION TEE
DETAILS
IE = 405.00 (6" N)
IE = 405.00 (6" N)
IE = 392.53 (6" E)
IE = 392.53 (6" W)
IE = 392.70 (6" S)
N
GRAPHIC SCALE
0 50 100
1" = 50 FEET
25
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
37
MW/SKMH/ABMH
4/29/2025
PERMIT SET
2220348.10
4802 TACOMA MALL BOULEVARD
TACOMA, WA 98409
CONTACT: MATT LEWIS
(888) 627-0013
GARRETTE CUSTOM
HOMES, INC
THE RESERVE AT
PALISADES
A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M,
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
THE RESERVE AT PALISADES
PERMIT # 2025-
PROJECT # LD2024.0072
DATE: April 24, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-STRM-ROOF.dwg
C4.1
10
ROOF DRAINAGE
PLAN
1.ALL PAD GRADES SHOWN ARE
STRUCTURAL PAD GRADES.
ACRONYM LEGEND
TW TOP OF WALL PER NOMENCLATURE DETAIL
BW BOTTOM OF WALL PER NOMENCLATURE
PAL PALISADES
RD A ROAD A
CB CATCH BASIN
RDCO ROOF DRAIN CLEANOUT
PAD GRADE NOTES
05/01/2025
s
s
s
s
s
s
s
s s
ss
ss
s
s s
s s
s s
s s
ss
s
s
CB 18
CB 17
CB 16
CB 15 CB 12
CB 13
CB 9
CB 10
CB 7 CB 5
CB 6
CB 4
ROAD A
PA
L
I
D
S
A
D
E
S
S
T
S
E
RO
A
D
A
R25.00'
26.00' ACCESS
AND UTILITY
EASEMENT
14
1+
0
0
2+
0
0
7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00
1
5
+
0
0
16
+
0
0
CB 14
CB 11 CB 8
2.00' PRIVATE ROOF DRAIN STORM
EASEMENT, TYP. SEE SHEET C4.1
FOR MORE INFORMATION
28
TR
A
C
T
B
35
6 7 8 9 12 13
24
TR
A
C
T
C
2327
17
1110
1615
18
3
36
4
1
2
37
2934
18
4
PROPOSED GRADE ELEVATION AT ROAD CENTERLINEEXISTING GRADE ELEVATION AT ROAD CENTERLINE
EXISTING GRADE AT ROAD CENTERLINE
PROPOSED GRADE AT ROAD CENTERLINE
PROPO
S
E
D
8
"
D
I
P
W
A
T
E
R
M
A
I
N
PR
O
P
O
S
E
D
S
S
F
M
STORM CROSSING WATER & SEWER
SEE SHEETS C7.1 AND C8.1
STORM CROSSING WATER & SEWER
SEE SHEETS C7.1 AND C8.1
STORM CROSSING WATER & SEWER
SEE SHEETS C7.1 AND C8.1
365
370
375
380
385
390
395
400
405
410
415
420
425
365
370
375
380
385
390
395
400
405
410
415
420
425
7+00
FG
4
1
8
.
0
2
FG
4
1
7
.
0
7
7+50
FG
4
1
7
.
1
3
FG
4
1
6
.
7
9
8+00
FG
4
1
6
.
5
6
FG
4
1
6
.
4
5
8+50
FG
4
1
4
.
9
1
FG
4
1
3
.
5
9
9+00
FG
4
1
1
.
4
3
FG
4
0
9
.
7
6
9+50
FG
4
0
8
.
6
6
FG
4
0
8
.
3
0
10+00
FG
4
0
7
.
2
2
FG
4
0
6
.
3
2
10+50
FG
4
0
5
.
7
4
FG
4
0
5
.
6
3
11+00
FG
4
0
4
.
4
0
FG
4
0
3
.
9
6
11+50
FG
4
0
3
.
4
5
FG
4
0
2
.
8
7
12+00
FG
4
0
2
.
1
7
FG
4
0
1
.
0
8
12+50
FG
3
9
9
.
5
5
FG
3
9
8
.
0
4
13+00
FG
3
9
6
.
3
5
FG
3
9
4
.
8
6
13+50
FG
3
9
3
.
3
4
FG
3
9
1
.
4
8
14+00
FG
3
8
9
.
3
8
FG
3
8
7
.
6
0
14+50
FG
3
8
5
.
0
1
FG
3
8
2
.
7
4
15+00
FG
3
8
1
.
9
5
STA: 7+18.51, 19.04' RT
IE: 407.80 12" (E)
IE: 407.80 12" (N)
IE: 407.80 12" (W)
RIM: 418.90
CB 16, 48" TYPE 2
STA: 7+88.58, 17.89' RT
IE: 407.45 12" (S)
IE: 407.45 12" (N)
RIM: 416.61
CB 15, 48" TYPE 2
70 LF 12" CPEP @ 0.50%
STA: 9+77.80, 17.89' RT
IE: 406.50 12" (S)
IE: 406.50 12" (N)
IE: 406.50 12" (W)
IE: 406.50 12" (E)
RIM: 411.31
CB 12, 48" TYPE 2
STA: 11+81.69, 18.72' RT
IE: 397.07 12" (S)
IE: 397.07 12" (N)
IE: 397.07 12" (W)
IE: 397.07 12" (E)
RIM: 401.11
CB 9, TYPE 1
STA: 13+45.81, 18.72' RT
IE: 389.88 12" (S)
IE: 389.88 12" (N)
IE: 389.88 12" (E)
RIM: 392.91
CB 7, TYPE 1
STA: 14+40.72, 18.72' RT
IE: 383.79 12" (S)
IE: 383.79 12" (NE)
IE: 383.79 12" (W)
IE: 384.29 6" (E)
RIM: 388.17
CB 5, TYPE 1
54 LF 12" CPEP @ 4.96%
STA: 14+40.65, 18.72' LT
IE: 383.98 12" (E)
IE: 384.48 6" (W)
RIM: 388.17
CB 6, TYPE 1
STA: 11+81.62, 18.72' LT
IE: 397.44 12" (E)
IE: 397.94 6" (W)
RIM: 401.12
CB 10, TYPE 1
STA: 9+77.74, 18.72' LT
IE: 407.54 12" (E)
IE: 408.04 6" (W)
RIM: 411.24
CB 13, TYPE 1
37 LF 12" CPEP @ 2.84%
37 LF 12" CPEP @ 1.00%
37 LF 12" CPEP @ 0.50%
PVI: 414.20
PVI STA: 9+29.00
K: 49.98
A.D.: 3.00%
150' VC
BV
C
S
:
8
+
5
4
.
0
0
BV
C
E
:
4
1
5
.
7
0
EV
C
S
:
1
0
+
0
4
.
0
0
EV
C
E
:
4
1
0
.
4
5
204
L
F
1
2
"
C
P
E
P
@
4
.
6
3
%
164
L
F
1
2
"
C
P
E
P
@
4
.
3
8
%
95
L
F
1
2
"
C
P
E
P
@
6
.
4
2
%
189 LF 12" CPEP @ 0.50%
N
GRAPHIC SCALE
0 50 100
1" = 50 FEET
25
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
37
MW/SKMH/ABMH
4/29/2025
PERMIT SET
2220348.10
4802 TACOMA MALL BOULEVARD
TACOMA, WA 98409
CONTACT: MATT LEWIS
(888) 627-0013
GARRETTE CUSTOM
HOMES, INC
THE RESERVE AT
PALISADES
A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M,
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
THE RESERVE AT PALISADES
DATE: April 24, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-ROAD A.dwg
C5.1
11
ROAD A PLAN AND
PROFILE
ROAD A PROFILE
SCALE: H;1"=50', V:1"=5'
MAT
C
H
L
I
N
E
S
E
E
S
H
E
E
T
C5.2
1
C5.4
05/01/2025
CB 1
s
s
s
s s
CB 7
CB 5
CB 4
CB 2
ROAD A 18+02
14
+
0
0
15+
0
0
16+00 17+00 18+00
CB 8
TR
A
C
T
C
17
18
19
CB 3
P
A
L
I
D
S
A
D
E
S
S
T
S
E
20
18
PR
O
P
O
S
E
D
S
S
F
M
EXISTING ELEVATION AT
ROAD CENTERLINE
EXISTING ELEVATION AT
ROAD CENTERLINE
355
360
365
370
375
380
385
390
395
355
360
365
370
375
380
385
390
395
15+00
FG
3
8
5
.
6
6
15+50
FG
3
8
3
.
1
6
16+00
FG
3
8
0
.
6
6
16+50
FG
3
7
8
.
1
6
17+00
FG
3
7
6
.
1
9
17+50
FG
3
7
5
.
8
1
18+00
FG
FG
3
8
4
.
4
1
FG
3
8
1
.
9
1
FG
3
7
9
.
4
1
FG
3
7
6
.
9
9
FG
3
7
5
.
8
0
FG
3
7
6
.
1
4
54 LF 12" CPEP @ 4.96%
STA: 15+24.39, 18.72' RT
IE: 381.11 12" (SW)
IE: 381.11 12" (E)
RIM: 383.98
CB 4, TYPE 1
15
5
L
F
1
2
"
C
P
E
P
@
4
.
7
9
%
44 LF 12" DI CL52 @ 0.30%
EXISTING GRADE AT
ROAD CENTERLINE
PROPOSED GRADE AT
ROAD CENTERLINE
24 LF 12" DI CL52 @ 0.30%
STA: 17+37.01, 12.22' RT
IE: 373.43 12" (W)
IE: 373.43 12" (N)
IE: 373.43 12" (E)
RIM: 375.42
CB 2, TYPE 1
STA: 17+37.01, 12.22' LT
IE: 373.50 12" (S)
RIM: 375.42
CB 1, TYPE 1
53 LF 12" DI CL52
@ 0.50%
STA: 16+84.26, 18.72' RT
IE: 373.70 12" (W)
IE: 373.70 12" (E)
RIM: 376.30
CB 3, TYPE 1
8"
D
I
P
W
A
T
E
R
M
A
I
N
STORM CROSSING WATER & SEWER
SEE SHEETS C7.1 AND C8.1
1.45%
PVI: 375.19
PVI STA: 17+09.50
K: 15.51
A.D.: 6.45%
100' VC
BV
C
S
:
1
6
+
5
9
.
5
0
BV
C
E
:
3
7
7
.
6
9
EV
C
S
:
1
7
+
5
9
.
5
0
EV
C
E
:
3
7
5
.
9
2
LOW PT: 17+37.01
ELEV: 375.75
N
GRAPHIC SCALE
0 50 100
1" = 50 FEET
25
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
37
MW/SKMH/ABMH
4/29/2025
PERMIT SET
2220348.10
4802 TACOMA MALL BOULEVARD
TACOMA, WA 98409
CONTACT: MATT LEWIS
(888) 627-0013
GARRETTE CUSTOM
HOMES, INC
THE RESERVE AT
PALISADES
A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M,
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
THE RESERVE AT PALISADES
DATE: April 24, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-ROAD A.dwg
C5.2
12
ROAD A PLAN AND
PROFILE
ROAD A PROFILE
SCALE: H;1"=50', V:1"=5'
M
A
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
C
5
.
1
1
C5.4
STCB#520 RIM 376.40
12" CPP N IE = 373.30 (EX)
12" CPP E IE = 373.30 (EX)
12" CPP S IE = 373.31 (EX)
12" DI CL52 W IE = 373.30 (PROPOSED)
05/01/2025
s s
ss
s s
ss
s
s
s
s
CB 18
CB 17
CB 16
CB 15
CB 20
CB 19
416
42
2
4
2
0
4
1
4
4
1
6
4
1
8
4
2
2
4
1
6
41
8
42041
8
422
42
0
41
2
41
4
41
6
41
8
422
41
0
41
2
41
4
41
6
RO
A
D
A
PALISADES ST SE
PALISADES ST SE
END IMPROVEMENTS
STA:0+10.00
PALISADES ST SE
3 TRACT A
CONSTRUCT WEDGE
CURB AT END OF ROAD
1
C5.13
6
7
35
5 4 1
2
393738
36
0+00 1+00 2+00
3+00 4+004+04
7+
0
0
8+
0
0
PALISADES ST SE STA: 1+34.50 =
ROAD A STA: 7+00.00
PC: 2+04.81
PC: 2+69.92
PT: 2+53.13
PT: 3+19.46
S88° 29' 44"E
204.81'
S88° 29' 44"E
204.81'
Δ=14°00'59"
R=197.50'
L=48.31'
S74° 28' 45"E
16.79'
Δ=14°00'59"
R=202.50'
L=49.54'S88° 29' 44"E
84.41'
405
410
415
420
425
430
435
405
410
415
420
425
430
435
PROPOSED SSFM
PROPOSED 8" DIP
WATERMAIN
0+00
FG
FG
4
1
4
.
1
3
0+50
FG
4
1
5
.
3
8
FG
4
1
6
.
5
7
1+00
FG
4
1
7
.
6
0
FG
4
1
8
.
4
8
1+50
FG
4
1
9
.
2
2
FG
4
1
9
.
8
0
2+00
FG
4
2
0
.
3
0
FG
4
2
0
.
8
0
2+50
FG
4
2
1
.
3
0
FG
4
2
1
.
8
0
3+00
FG
4
2
2
.
3
1
FG
4
2
2
.
6
1
3+50
FG
4
2
2
.
5
4
FG
4
2
2
.
2
9
4+00
FG
4
2
2
.
0
4
4+03.87
FG
PVI: 422.79
PVI STA: 3+24.37
K: 16.64
A.D.: 3.00%
50' VC
BV
C
S
:
2
+
9
9
.
3
7
BV
C
E
:
4
2
2
.
2
9
EV
C
S
:
3
+
4
9
.
3
7
EV
C
E
:
4
2
2
.
5
4
PVI: 418.57
PVI STA: 1+13.80
K: 41.74
A.D.: 3.00%
125' VC
BV
C
S
:
0
+
5
1
.
3
0
BV
C
E
:
4
1
5
.
4
5
EV
C
S
:
1
+
7
6
.
3
0
EV
C
E
:
4
1
9
.
8
3
1.00%
2.00%
5.00%
37 LF 12" CPEP @ 0.50%
141 LF 12" CPEP @ 0.50%
CB 16, 48" TYPE 2
STA 7+18.51, 19.04' RT
RIM: 418.90
IE: 407.80 12" (E)
IE: 407.80 12" (N)
IE: 407.80 12" (W)
70
L
F
1
2
"
C
P
E
P
@
1
2
.
7
4
%
38 LF 12" CPEP @ 1.09%
CB 18, TYPE 1
RIM: 420.35
IE IN: 417.65 (6"S)
IE OUT: 417.15 (12"N)
N: 589820.37
E: 1110505.17
CB 17, TYPE 1
STA 2+22.08, 18.72' LT
RIM: 420.30
IE: 416.74 12" (S)
IE: 416.74 12" (W)
IE: 417.24 6" (N)
CB 20, TYPE 1
STA 0+12.42, 18.72' RT
RIM: 413.05
IE: 408.70 12" (N)
IE: 409.20 6" (S)
CB 19, TYPE 1
STA 0+12.45, 18.71' LT
RIM: 413.13
IE: 408.51 12" (S)
IE: 408.51 12" (E)
PROPOSED GRADE ELEVATION
AT ROAD CENTERLINE
EXISTING GRADE ELEVATION
AT ROAD CENTERLINE
EXISTING GRADE AT
ROAD CENTERLINE
PROPOSED GRADE AT
ROAD CENTERLINE
END ROAD IMPROVEMENTS
INSTALL ROAD BARRICADE
1
C5.13
N
GRAPHIC SCALE
0 50 100
1" = 50 FEET
25
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
37
MW/SKMH/ABMH
4/29/2025
PERMIT SET
2220348.10
4802 TACOMA MALL BOULEVARD
TACOMA, WA 98409
CONTACT: MATT LEWIS
(888) 627-0013
GARRETTE CUSTOM
HOMES, INC
THE RESERVE AT
PALISADES
A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M,
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
THE RESERVE AT PALISADES
DATE: April 24, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-ROAD B.dwg
C5.3
13
PALISADES ST SE
PLAN AND PROFILE
PALISADES ST SE PROFILE
SCALE: H;1"=50', V:1"=5'
1
C5.4
05/01/2025
380
385
390
395
400
405
410
415
420
380
385
390
395
400
405
410
415
420
0+64.50
FG
4
1
2
.
0
0
FG
4
1
2
.
2
9
1+00
FG
4
1
2
.
3
7
FG
4
1
2
.
2
9
1+50
FG
4
1
2
.
1
2
FG
4
1
2
.
4
9
2+00
FG
4
1
2
.
8
7
FG
4
1
3
.
2
4
2+50
FG
4
1
3
.
6
2
1.50%1.50%
EXISTING GRADE
ELEVATION AT TRACT
CENTERLINE
PROPOSED GRADE
ELEVATION AT TRACT
CENTERLINE
PROPOSED GRADE AT
TRACT CENTERLINE
EXISTING GRADE AT
TRACT CENTERLINE
STA: 0+81.28, 15.50' LT
IE: 407.54 12" (E)
IE: 408.04 6" (W)
RIM: 411.24
CB 13, TYPE 1
STA: 1+17.89, 15.56' LT
IE: 406.50 12" (S)
IE: 406.50 12" (N)
IE: 406.50 12" (W)
IE: 406.50 12" (E)
RIM: 411.31
CB 12, 48" TYPE 2
37 LF 12" CPEP @ 2.84%
RO
A
D
A
56.00'
R.
O
.
W
R.
O
.
W
STA: 9+77.85, 41.84' RT
IE: 407.16 6" (S)
IE: 406.66 12" (W)
IE: 407.16 6" (E)
RIM: 411.64
CB 14, TYPE 1
101 LF 6" PVC @
1
.
0
0
%
4 LF 6" PVC @ 2.00%
12 LF 6" PVC @ 2.00%
STA: 9+78.06, 158.24' RT
IE: 408.48 6" (W)
RIM: 413.37
RDCO TRCT B, CO
24 LF 12" CPEP @ 0.67%
s
s
s
s
s
s
s
s
s
s
s s
CB 7
392
394
396
398
39
4
39
6
394 3
9
6
400
398
40
0
39
8
40
2
14
RO
A
D
A
3
C5.4
13
+
0
0
14
+
0
0
23
17 18 19
22
16
15 CB 8
TRACT C
0+65 1+00 2+00 2+80
390
392
394
396
398
S88° 29' 44"E
20
21
s
s
s
s
s
s
s
s
ss
CB 12
CB 13
410
408
412
41
2
41
2
414
416
410408
412 414
41
4414
41
6
41
6
41
0
40
4
40
6
408
41
2
RO
A
D
A
41
041
2
2+710+65
1+00 2+00
3
C5.4
9+
0
0
10
+
0
0
CB 14
24 LF 12"
18 LF 6"
RDCO 9B
RDCO TRCT B
37 LF 12"
107 LF 6"
33
30
8
9
10
TRACT B
35
410
408
41
2
41
4
S88° 29' 44"E
STA: 9+62.24 =
STA: 1+00.00
29
34
32
31
TRACT B
Profile View of TRACT C8
370
375
380
385
390
395
400
405
370
375
380
385
390
395
400
405
0+64.50
FG
3
9
2
.
9
9
FG
3
9
4
.
0
8
1+00
FG
3
9
4
.
1
5
FG
3
9
4
.
0
8
1+50
FG
3
9
3
.
7
5
FG
3
9
4
.
2
5
2+00
FG
3
9
4
.
7
5
FG
3
9
5
.
2
5
2+50
FG
3
9
5
.
7
5
FG
3
9
6
.
4
1
2.00%2.00%
STA: 1+18.72, 15.64' LT
IE: 389.88 12" (S)
IE: 389.88 12" (N)
IE: 389.88 12" (E)
RIM: 392.91
CB 7, TYPE 1
EXISTING GRADE ELEVATION
AT TRACT CENTERLINE
PROPOSED GRADE ELEVATION AT
TRACT CENTERLINE
PROPOSED GRADE AT
TRACT CENTERLINE
EXISTING GRADE AT
TRACT CENTERLINE
RO
A
D
A
56.00'
R.
O
.
W
R.
O
.
W
STA: 13+45.85, 41.13' RT
IE: 390.58 6" (S)
IE: 390.08 12" (W)
IE: 390.58 6" (E)
RIM: 393.23
CB 8, TYPE 1
22 LF 12" CPEP @ 0.91%
STA: 13+46.39, 161.18' RT
IE: 392.98 6" (W)
RIM: 395.67
RDCO TRCT C, CO
23 LF 6" P
V
C
@ 2.00%
97 LF 6" P
V
C
@ 2.00%
s
s
CB 9CB 10
400 402
404
39
8
404
40
6
40
4
1+860+00
1+00
12
+
0
0
12
13 24
27
26.00' ACCESS
AND UTILITY
EASEMENT
26
CB 11
400
402
404
RDCO 25
S88° 29' 44"E
25
380
385
390
395
400
405
410
380
385
390
395
400
405
410
0+00
FG
4
0
3
.
0
0
FG
4
0
1
.
9
0
0+50
FG
4
0
1
.
9
0
FG
4
0
1
.
7
9
1+00
FG
4
0
2
.
0
2
FG
4
0
2
.
3
9
1+50
FG
4
0
2
.
7
7
FG
4
0
3
.
0
9
1+85.93
FG
4
0
3
.
0
3
STA: 11+81.73, 41.41' RT
IE: 398.77 6" (S)
IE: 398.27 12" (W)
IE: 398.77 6" (E)
RIM: 401.49
CB 11, TYPE 1
23 LF 12" CPEP @ 5.29%
STA: 11+81.69, 18.72' RT
IE: 397.07 12" (S)
IE: 397.07 12" (N)
IE: 397.07 12" (W)
IE: 397.07 12" (E)
RIM: 401.11
CB 9, TYPE 1
37 LF 12" CPEP @ 1.00%
CB 10, TYPE 1
STA 11+81.62, 18.72' LT
RIM: 401.12
IE: 397.44 12" (E)
IE: 397.94 6" (W)
18 LF 6" PVC @ 0.50%
RDCO 12B, CO
STA 11+81.35, 36.59' LT
RIM: 403.00
IE: 398.03 6" (S)
IE: 398.03 6" (E)
1.50%1.50%
97 LF 6" PVC @ 1
.
0
0
%
STA: 1+75.93, 11.74' LT
IE: 399.74 6" (S)
IE: 399.74 6" (W)
RIM: 402.90
RDCO 25, CO
RO
A
D
A
56.00'
R.
O
.
W
R.
O
.
W
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
37
MW/SKMH/ABMH
4/29/2025
PERMIT SET
2220348.10
4802 TACOMA MALL BOULEVARD
TACOMA, WA 98409
CONTACT: MATT LEWIS
(888) 627-0013
GARRETTE CUSTOM
HOMES, INC
THE RESERVE AT
PALISADES
A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M,
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
THE RESERVE AT PALISADES
DATE: April 29, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-TRACT-PROF.dwg
C5.4
14
TRACT B, TRACT C, AND
PRIVATE DRIVEWAY
PLAN & PROFILES AND
ROADSECTIONSTRACT B PROFILE
SCALE: H;1"=50', V:1"=5'
TRACT C PROFILE
SCALE: H;1"=50', V:1"=5'
3 NOT TO SCALE
TRACT B AND C SECTION
1 NOT TO SCALE
LOCAL ACCESS ROAD
PROPERTY
LINE
26'
26' PRIVATE SHARED ACCESS
AND UTILITY TRACT
PROPERTY
LINE
2" HMA CI. 1/2" PG 64-22
2" CSTC
8" GRAVEL BASE
COMPACTED SUBGRADE
2%
1.5' ASPHALT
WEDGE CURB
PROPERTY
LINE
30'
34' PRIVATE SHARED ACCESS
AND UTILITY TRACT
PROPERTY
LINE
4'
6" CONC. SIDEWALK
2" HMA CI. 1/2" PG 64-22
2" CSTC
8" GRAVEL BASE
COMPACTED SUBGRADE
2%
2 NOT TO SCALE
PRIVATE DRIVEWAY SECTION
SEE SHEET C5.5 FOR DETAILED GRADING
TRANSITION DETAILS BETWEEN ROAD A SIDEWALK
AND THE TRACTS AND PRIVATE DRIVEWAY
GRADING NOTE
SHARED PRIVATE DRIVEWAY PROFILE
SCALE: H;1"=50', V:1"=5'
ROLLED CURB PER 3
C5.11
6
C5.11
0.17' HMA CI. 1/2" PG 64-22
0.17' CSTC
0.67' GRAVEL BASE
COMPACTED SUBGRADE
2%
2%2%2%
2%
56' RIGHT OF WAY
CL
O
F
R
O
W
CO
N
S
T
R
U
C
T
I
O
N
C
L
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
28' RIGHT OF WAY28' 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
05/01/2025
CB 7
RIM: 392.91
23
17
CB 8
RIM: 393.23
394
RO
A
D
A
3
9
4
396
2.00%
1.44%
1.36%
2.00%1.00%
3.39%
5.
0
0
%
5.
0
0
%
5.
0
0
%
4.
1
1
%
2.00%
1.93%
1.93%
5.
1
9
%
FG: 394.52
FG: 395.00
FG: 394.81
FG: 394.74
FG: 394.71FG: 394.64
FG: 394.62
FG: 393.31
FG: 393.41
FG: 393.34
FG: 393.24
FG: 393.22
FG: 393.12
4.
6
6
%
3.39%
3.39%
2.02%
2.01%5.
0
0
%
2.00%1.00%
2.00%
FG: 394.25
FG: 394.00
FG: 393.28
FG: 393.53
FG: 394.31
21.0'
2.0'
5.0'6.0'2.0'
26.0'
2.0'
2.0'
2.
0
0
%
1.
5
0
%
FG: 393.62
FG: 393.37
15.57%
2.09%
8.6'
FG: 394.89
4.11%
2.20%FG: 394.95
CB 12
RIM: 411.31
414
RO
A
D
A
CB 14
RIM: 411.64
41
2
FG: 412.75
FG: 413.09
FG: 411.80
FG: 411.66FG: 411.54
FG: 412.63
2.00%
2.00%
4.
2
0
%
4.
2
0
%
4.
9
6
%
7.22%
2.70%
412
0.93%
2.12%
3.47%
3.47%1.
5
1
%
3.
8
5
%
4.
4
1
%
5.
1
3
%
FG: 413.37
FG: 412.36
FG: 412.61
FG: 412.67
FG: 411.70
FG: 411.95
FG: 412.71
FG: 412.83
FG: 411.57FG: 411.45
FG: 411.71
FG: 413.19
3.47%
1.50%
1.50%
2.00%
4.
7
7
%
21.0'
11.3'
2.00%
2.
0
0
%
5.0'6.0'2.0'
26.0'
2.0'
2.0'
FG: 413.33
FG: 413.273.85%
1.98%
FG: 412.03
FG: 411.78 CB 9
RIM: 401.11
40
0
24
27
CB 11
RIM: 401.49
402
5.
0
0
%
5.
0
0
%
5.
0
0
%
4.
7
2
%
2.00%1.44%
1.50%2.00%
2.00%1.00%
1.00%
7.71%
FG: 402.62
FG: 402.81
FG: 402.74
FG: 401.51
FG: 401.58
FG: 401.44
FG: 401.52
FG: 401.32
FG: 401.40
1.50%
1.50%
1.50%
RO
A
D
A
402
404
FG: 401.96
FG: 401.47
FG: 401.72
1.
9
9
%
16
.
6
7
%
11.0'
5.0'6.0'2.0'
24.4'
1.6'
FG: 401.79
7.05%
4.0'7.0'
TRACT A
14
3
TRACT E
1819
22
16
15
12
13
8
9
10
TRACT B
28
26
11
7 35
TRACT C
33
23
27
17
30
24
TRACT D
N
GRAPHIC SCALE
0 5 10
1" = 5 FEET
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
37
MW/SKMH/ABMH
4/29/2025
PERMIT SET
2220348.10
4802 TACOMA MALL BOULEVARD
TACOMA, WA 98409
CONTACT: MATT LEWIS
(888) 627-0013
GARRETTE CUSTOM
HOMES, INC
THE RESERVE AT
PALISADES
A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M,
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
THE RESERVE AT PALISADES
DATE: April 24, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-TRACT-GRAD.dwg
C5.5
15
TRACT B, TRACT C, AND
PRIVATE DRIVEWAY
GRADING TRANSITIONS
1 SCALE: 1"=5'
TRACT B GRADING TRANSITION 2 SCALE: 1"=5'
PRIVATE DRIVEWAY GRADING TRANSITION 3 SCALE: 1"=5'
TRACT C GRADING TRANSITION
N
GRAPHIC SCALE
0 5 10
1" = 5 FEET
N
GRAPHIC SCALE
0 5 10
1" = 5 FEET
SEE DETAIL
2
C5.5
3
C5.5
SEE DETAIL 1
C5.5
SEE DETAIL
KEYMAP
SCALE: 1" =200'
05/01/2025
CB 4
CB 1
CB 2
34
.
0
2
%
44
.
9
7
%
ROAD A
TRACT E
38
0 376
376
37
838
2
38
4
3
8
6
36
0
370
380
35
4
35
6
35
8
36
2364
366
368
372
374
376
378
382
36
0
370
35
4
35
6
35
8
37237437
6
378
38
2
384
360
356
358
SR
5
0
7
15+
0
0
16+00 17+00 17+81
0+00
1+00
2+00
2+71
0
+
0
0
1
+
0
0
2
+
0
0
2
+
3
4
10.0
2
%
STCB #501
STCB #520
CB 3 STCB#1450
STCB#514
STCB#515
STCB#500
PROPOSED WATER
QUALITY STRUCTURE
RIM: 361.12
IE: 355.82 24" (E)
IE: 354.32 24" (W)
345
350
355
360
365
370
375
380
345
350
355
360
365
370
375
380
0+00
FG FG
0+50
FG
3
5
8
.
2
6
FG
3
5
4
.
0
0
1+00
FG
3
5
4
.
0
0
FG
3
5
4
.
0
0
1+50
FG
3
5
5
.
9
8
FG
2+00
FG FG
TOP POND
STORAGE: 358.00
BOT POND: 354.00
PROPOSED GRADE
@ ALIGNMENT
EXISTING GRADE
@ ALIGNMENT
TOP POND: 359.00
2:1 MAX SIDE
SLOPES
ABOVE TOP
POND
ELEVATION
3:1 MAX SIDE SLOPES
HGW: 349.00
5.00'
EXISTING GRADE
AT ALIGNMENT
PROPOSED GRADE
AT ALIGNMENT
4.00' STORAGE DEPTH
345
350
355
360
365
370
345
350
355
360
365
370
0+00
FG
3
6
6
.
3
2
FG
3
6
4
.
1
3
0+50
FG
3
5
5
.
8
1
FG
3
5
4
.
0
0
1+00
FG
3
5
4
.
0
0
FG
3
5
4
.
0
0
1+50
FG
3
5
4
.
0
0
FG
3
5
4
.
0
0
2+00
FG
3
5
4
.
4
4
FG
3
5
8
.
7
4
2+50
FG
2+71.46
FG
STCB #501, EXISTING TYPE 1
N: 590857.73
E: 1110735.81
RIM: 360.24
IE: 356.15 24" (W)
IE: 356.72 12" (E)
IE: 357.15 12" (S)
32 LF 24" CPEP
@ 1.00%BOT POND: 354.00
EXISTING GRADE
@ ALIGNMENT
TOP POND: 359.00
PROPOSED GRADE
@ ALIGNMENT
TOP POND
STORAGE: 358.00
13 LF 24" CPEP
@ 2.60%
WQ INLET: 355.82
WQ OUTLET: 354.32
HGW: 349.00
5.00'
2:1 MAX SIDE
SLOPES ABOVE
TOP POND
ELEVATION
3:1 MAX
SIDE SLOPES
EXISTING GRADE
AT CENTERLINE
PROPOSED GRADE
AT ALIGNMENT
3:1 MAX
SIDE SLOPES
4.00' STORAGE DEPTH
N
GRAPHIC SCALE
0 30 60
1" = 30 FEET
15
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
37
MW/SKMH/ABMH
4/29/2025
PERMIT SET
2220348.10
4802 TACOMA MALL BOULEVARD
TACOMA, WA 98409
CONTACT: MATT LEWIS
(888) 627-0013
GARRETTE CUSTOM
HOMES, INC
THE RESERVE AT
PALISADES
A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M,
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
THE RESERVE AT PALISADES
DATE: April 24, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-POND.dwg
C5.6
16
POND PROFILES
AND DETAILS
2 SCALE: H:1"=30', V:1"=7.5'
POND SECTION - NW TO SE
1 SCALE: H:1"=30', V:1"=7.5'
POND SECTION - NE TO SW
2
C5.6
ACCESS ROAD
12% MAX SLOPE
3 NOT TO SCALE
WATER QUALITY STRUCTURE
3
C5.6
0.7792
14.20
100
18"
28
355.82 CPEP 24"
354.32 CPEP 24"
12.53
PSORB
1
C5.6
05/01/2025
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
37
MW/SKMH/ABMH
4/29/2025
PERMIT SET
2220348.10
4802 TACOMA MALL BOULEVARD
TACOMA, WA 98409
CONTACT: MATT LEWIS
(888) 627-0013
GARRETTE CUSTOM
HOMES, INC
THE RESERVE AT
PALISADES
A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M,
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
THE RESERVE AT PALISADES
DATE: April 24, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-STRM-DETL.dwg
C5.7
17
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 HOLD28
"
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 WITH
NATIVE MATERIAL OR AS DIRECTED
BY GEOTECHNICAL ENGINEER
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
05/01/2025
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
37
MW/SKMH/ABMH
4/29/2025
PERMIT SET
2220348.10
4802 TACOMA MALL BOULEVARD
TACOMA, WA 98409
CONTACT: MATT LEWIS
(888) 627-0013
GARRETTE CUSTOM
HOMES, INC
THE RESERVE AT
PALISADES
A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M,
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
THE RESERVE AT PALISADES
DATE: April 24, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-STRM-DETL.dwg
C5.7
17
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.
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
BASE COURSE PER
WSDOT 9.03-9(3)
12" COMPACTED
SUBGRADE TO 95%
FILTER FABRIC
SEPARATION
ALL CHAINLINK FENCING SHALL BE BLACK VINYL-COATED
1 NOT TO SCALE
CHAIN LINK FENCE WSDOT STD. PLAN L-20.10-03 3 NOT TO SCALE
POND ACCESS ROAD SECTION
05/01/2025
ROAD A
PA
L
I
S
A
D
E
S
S
T
S
E
RO
A
D
A
TRACT A TRACT E
14
3
PALISA
D
E
S
S
T
S
E
S
R
5
0
7
PA
L
I
S
A
D
E
S
S
T
S
E
11
6 7 8 9 10
16151213
5
4
1
2
24
TR
A
C
T
C
33
232728
26
30
TR
A
C
T
B
35
22
36
39
37
38
TRACT D
17
18
19
MAILBOX
PLACEMENT
2
C5.12
2
C5.12
MAILBOX
PLACEMENT
202131
2934
25
32
ROW
N
GRAPHIC SCALE
0 50 100
1" = 50 FEET
25
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
37
MW/SKMH/ABMH
4/29/2025
PERMIT SET
2220348.10
4802 TACOMA MALL BOULEVARD
TACOMA, WA 98409
CONTACT: MATT LEWIS
(888) 627-0013
GARRETTE CUSTOM
HOMES, INC
THE RESERVE AT
PALISADES
A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M,
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
THE RESERVE AT PALISADES
DATE: April 24, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-ADDRESS MAP.dwg
C5.9
19
MAILBOX PLAN AND
ADDRESSING MAP
05/01/2025
ROAD A
PA
L
I
S
A
D
E
S
S
T
S
E
RO
A
D
A
TRACT A
TRACT E
14
3
PALISA
D
E
S
S
T
S
E
S
R
5
0
7
PA
L
I
S
A
D
E
S
S
T
S
E
4+04
0+
0
0
1+
0
0
2+
0
0
3+
0
0
4+
0
0
18+02
7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00
1
5
+
0
0
16
+
0
0
17
+
0
0
18
+
0
0
N1° 30' 16"E
756.18'
S8
8
°
2
9
'
4
4
"
E
26
3
.
5
2
'
Δ=90°00'00"
R=52.50'
L=82.47'
Δ=14°00'59"
R=197.50'
L=48.31'
26.00' ACCESS AND
UTILITY EASEMENT FOR
BENEFIT OF LOT 25 AND
LOT 26
ROAD A STA: 7+00 =
PALISADES (MON CL) STA: 1+34.50
PC: 14+56.18
PT: 15+38.64
5
4
1
2
6 7 8
36
33
2728
26
30
TR
A
C
T
B
35
39
37
38
TR
A
C
T
C
23
17
18
1922
11
TRACT D
9 10
16151213
24
0+
0
0
1+
0
0
1+
8
6
0+
6
5
1+
0
0
2+
0
0
2+
7
1
0+
6
5
1+
0
0
2+
0
0
2+
8
0
ROAD A STA: 9+62.10 =
TRACT B STA: 1+00.00
ROAD A STA: 11+70.09 =
PRIVATE DRIVEWAY STA: 0+37.50
ROAD A STA: 13+30.10 =
TRACT C STA: 1+00.00
PC: 2+04.81
PC: 2+69.92
PT: 2+53.13
PT: 3+19.46
N8
8
°
2
9
'
4
4
"
W
13
4
.
5
0
'
N88° 29' 44"W
70.31'
S8
8
°
2
9
'
4
4
"
E
84
.
4
1
'
Δ=14°00'59"
R=202.50'
L=49.54'
S74° 28' 45"E
16.79'
202131
2934
25
32
5.00'52.28'
15.55'
25.50'
30.50'
30.50'25.50'
25.50'30.50'
ROAD A
RO
A
D
A
TRACT E
14
PALISA
D
E
S
S
T
S
E
S
R
5
0
7
18+02
13+00 14+00
1
5
+
0
0
16
+
0
0
17
+
0
0
18
+
0
0
S8
8
°
2
9
'
4
4
"
E
26
3
.
5
2
'
Δ=90°00'00"
R=52.50'
L=82.47'
PC: 14+56.18
PT: 15+38.64
TR
A
C
T
C
23
17
18
1922
TRACT D
161513
0+
6
5
1+
0
0
2+
0
0
2+
8
0
ROAD A STA: 11+70.09 =
PRIVATE DRIVEWAY STA: 0+37.50
ROAD A STA: 13+30.10 =
TRACT C STA: 1+00.00
2021
5.00'52.28'
15.55'
25.50'30.50'
N
GRAPHIC SCALE
0 50 100
1" = 50 FEET
25
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
37
MW/SKMH/ABMH
4/29/2025
PERMIT SET
2220348.10
4802 TACOMA MALL BOULEVARD
TACOMA, WA 98409
CONTACT: MATT LEWIS
(888) 627-0013
GARRETTE CUSTOM
HOMES, INC
THE RESERVE AT
PALISADES
A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M,
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
THE RESERVE AT PALISADES
DATE: April 29, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-HORI-CNTRL.dwg
C5.10
20
HORIZONTAL
CONTROL AND
SURFACING PLAN
CEMENT CONCRETE
PAVEMENT
STANDARD DUTY
ASPHALT PAVEMENT
GRAVEL MAINTENANCE
ACCESS ROAD
HEAVY DUTY CEMENT
CONCRETE PAVEMENT
LEGEND
CURB AND GUTTER CG
FLUSH CURB FC
NO CURB NC
ROLLED CURB RC
WEDGE CURB WC
START/STOP CURB OR
CHANGE IN CURB TYPE X
RC
NC
RC
RC
NC
RC
RC
NC
RC
RC
NC
RCNC
WC
NC
WC
X X
X
XX
RC
RC
CG
CG
C
G
CGFCF
C
X X
RC RC
X
X
9
C5.11
05/01/2025
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
37
MW/SKMH/ABMH
4/29/2025
PERMIT SET
2220348.10
4802 TACOMA MALL BOULEVARD
TACOMA, WA 98409
CONTACT: MATT LEWIS
(888) 627-0013
GARRETTE CUSTOM
HOMES, INC
THE RESERVE AT
PALISADES
A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M,
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
THE RESERVE AT PALISADES
DATE: April 25, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-HORI-CNTRL.dwg
C5.11
21
PUBLIC ROAD NOTES
AND 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 ROLLED 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)
ROLLED CURB ROADS
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
6 NOT TO SCALE
ASPHALT WEDGE CURB 7 NOT TO SCALE
SIDEWALK DETAIL
8 NOT TO SCALE
DRIVEWAY PLACEMENT
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
S
E
C
T
I
O
N
9 NOT TO SCALE
CURB TRANSITION
4"1.5'
AT END OF PALISADES AT LOT 25 AND 26 DRIVEWAY
MATCH ROADWAY SLOPE
MATCH
ROADWAY
SLOPE
05/01/2025
6"
5.6'
2.0'
2.6'
1.4'
5.0' SIDEWALK
4.0'
MIN
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
37
MW/SKMH/ABMH
4/29/2025
PERMIT SET
2220348.10
4802 TACOMA MALL BOULEVARD
TACOMA, WA 98409
CONTACT: MATT LEWIS
(888) 627-0013
GARRETTE CUSTOM
HOMES, INC
THE RESERVE AT
PALISADES
A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M,
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
THE RESERVE AT PALISADES
DATE: April 25, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-HORI-CNTRL.dwg
C5.12
22
PUBLIC ROAD NOTES
AND 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
2 NOT TO SCALE
MAILBOX PLACEMENT
1 NOT TO SCALE
SINGLE DIRECTION CURB RAMP
05/01/2025
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
37
MW/SKMH/ABMH
4/29/2025
PERMIT SET
2220348.10
4802 TACOMA MALL BOULEVARD
TACOMA, WA 98409
CONTACT: MATT LEWIS
(888) 627-0013
GARRETTE CUSTOM
HOMES, INC
THE RESERVE AT
PALISADES
A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M,
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
THE RESERVE AT PALISADES
DATE: April 25, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-HORI-CNTRL.dwg
C5.13
23
PUBLIC ROAD NOTES
AND DETAILS
1 NOT TO SCALE
PERMANENT BARRICADE
2 NOT TO SCALE
SIGN SUPPORT
3 NOT TO SCALE
STOP SIGN
05/01/2025
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
37
MW/SKMH/ABMH
4/29/2025
PERMIT SET
2220348.10
4802 TACOMA MALL BOULEVARD
TACOMA, WA 98409
CONTACT: MATT LEWIS
(888) 627-0013
GARRETTE CUSTOM
HOMES, INC
THE RESERVE AT
PALISADES
A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M,
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
THE RESERVE AT PALISADES
DATE: April 25, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-HORI-CNTRL.dwg
C5.14
24
PUBLIC ROAD NOTES
AND DETAILS
1 NOT TO SCALE
DRIVEWAY APPROACH
3 NOT TO SCALE
STREET NAME SIGN
2 NOT TO SCALE
BICYCLE LANE MARKINGS
4 NOT TO SCALE
CROSSWALK MARKINGS
05/01/2025
s
s
s
s
s
s
s
s
s
s
s s
ss
ss
s
s s
s s
s s
s s
ss
ss
s
s
ss
s
s
sss
s
ROAD A
PROPOSED FIRE HYDRANT
SINGLE WATER
SERVICE
CONNECTION (TYP.)
PROPOSED BLOWOFF ASSEMBLY
DOUBLE
WATER
SERVICE
CONNECTION
(TYP.)
DOUBLE
SEWER
SERVICE
CONNECTION
(TYP.)
PROPOSED FIRE HYDRANT
10.00' UTILITY
EASEMENT
(TYP.)
10.00' UTILITY
EASEMENT (TYP.)
PROPOSED
INFILTRATION POND
PROPOSED 2" PVC
STEP MAIN (TYP)
CONNECT TO
EXISTING 10"
WATER MAIN
CONNECT TO EXISTING
6" SEWER MAIN
S
R
5
0
7
PALISA
D
E
S
S
T
S
E
PA
L
I
S
A
D
E
S
S
T
S
E
TRACT A TRACT E
3
14.50' SEWER TO WATER
10' MIN SEPARATION
11.50' WATER TO STORM
10' MIN SEPARATION
26.00' ACCESS
AND UTILITY
EASEMENT
EXTEND 6" SEWER
MAIN TO END OF
PROPERTY
EXTEND 10" WATER MAIN
TO END OF PROPERTY
2.00' PRIVATE
ROOF DRAIN
EASEMENT
(TYP.)
PROPOSED END OF LINE SEWER CLEANOUT
2.00' PRIVATE ROOFDRAIN
EASEMENT (TYP.)
PROPOSED WATER
QUALITEY FILTER
STRUCTURE
5
4
1
2
39
37
38
33
232728
30
TR
A
C
T
B
35
24
36
26
17
18
1922
11
6 7 8 9 10
1615121314
TR
A
C
T
C
TRACT D
PA
L
I
S
A
D
E
S
S
T
S
E
CONNECT TO EXISTING
10" WATER MAIN
PROPOSED FIRE HYDRANT
4+04
0+
0
0
1+
0
0
2+
0
0
3+
0
0
4+
0
0
7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00
1
5
+
0
0
16
+
0
0
17
+
0
0
18
+
0
0
18
+
0
2
2934
25
32
202131
s s
PROPOSED FIRE HYDRANT
PROPOSED
INFILTRATION POND
CONNECT TO
EXISTING 10"
WATER MAIN
CONNECT TO EXISTING
6" SEWER MAIN
S
R
5
0
7
PALISA
D
E
S
S
T
S
E
TRACT E
EXTEND 6" SEWER
MAIN TO END OF
PROPERTY
EXTEND 10" WATER MAIN
TO END OF PROPERTY
PROPOSED WATER
QUALITEY FILTER
STRUCTURE
17
18
19
1615
TRACT D
14+00
1
5
+
0
0
16
+
0
0
17
+
0
0
18
+
0
0
18
+
0
2
20
N
GRAPHIC SCALE
0 50 100
1" = 50 FEET
25
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
37
MW/SKMH/ABMH
5/1/2025
PERMIT SET
2220348.10
4802 TACOMA MALL BOULEVARD
TACOMA, WA 98409
CONTACT: MATT LEWIS
(888) 627-0013
GARRETTE CUSTOM
HOMES, INC
THE RESERVE AT
PALISADES
A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M,
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
THE RESERVE AT PALISADES
DATE: April 29, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-UTIL.dwg
C6.1
25
OVERALL UTILITY
MAP
PROPOSED 2" PVC
STEP MAIN (TYP)
EXISTING 2" SEWER
ALL HOMES TO BE EQUIPPED WITH
APPROVED AUTOMATIC SPRINKLER
SYSTEM IN ACCORDANCE WITH SECTION
903.3.1.1, 903.3.1.2, OR 903.3.1.3 OF THE
INTERNATIONAL FIRE CODE
FIRE NOTES:
PROPOSED FRONTAGE
IMPROVEMENTS TO BE COVERED
UNDER SEPARATE PERMIT COVER
2" DUAL
WATER
SERVICE
6" WATER
MAIN
6" WATER
MAIN
8" WATER
MAIN
8" WATER
MAIN 8" WATER
MAIN
3
C5.6
PROPOSED FRONTAGE
IMPROVEMENTS TO BE COVERED
UNDER SEPARATE PERMIT COVER
05/01/2025
s
s
s
s
s
s
s
s
s
s s
ss
ss
s
s s
s s
s s
s s
ss
ss
s
s
ss
s
s
sss
s
41
0
39
4
39
6
39
8
40
4
422
420
418
422
380
39
040
041
0
378
382
384
38
6
38
8
39
2
39
4
39
6
39
840
2
40
4
40
6
40
841
241
4416
39
0
38
2
3
8
4
38
6
38
8
39
2
394
396
3
9
4
394
3
9
6
40
0
39
8
398
40
4
40
6
41
0
40
8
41
2
4
1
4
41
4
41
4
416
416
41
6
41
8
420
420
41
6
41
6
41
8
ROAD A
RO
A
D
B
3
8
0
39
0
3
7
4
3
7
6
3
7
8
3
8
2
3
8
4
384
3
8
4
3
8
6
38
8
37
0
38
0
37
2
3
7
2
37
2
37
4
37
6
37
8
38
2
RO
A
D
A
TRACT A
R25.00'
26.00' ACCESS
AND UTILITY
EASEMENT
WF4 WF5
WF12
WF13
WF7
WF2
WF11
WF1
FH3
FH2
WP1
WP3 WP4 WP5
WP
1
0
WP11
WP
1
2
WP2
WP14
WP15
WP-FH2
WP16
141+
0
0
2+
0
0
3+
0
0
7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00
1
5
+
0
0
16
+
0
0
17
+
0
0
TRACT A
3
36
TR
A
C
T
C
33
232728
26
17
18
19
30
TR
A
C
T
B
35
22
11
6 7 8 9 10 16151213
24
4
1
2
39
ROW
37
38
18
19
WF8
WP6
WF6
WP7
WP6
WF3
2131
2934
25
32 20
376
380
385
390
395
400
405
410
415
376
380
385
390
395
400
405
410
415
7+00
FG
4
1
8
.
7
7
FG
4
1
8
.
3
2
7+50
FG
4
1
7
.
7
8
FG
4
1
7
.
2
8
8+00
FG
4
1
6
.
7
8
FG
4
1
6
.
2
8
8+50
FG
4
1
5
.
7
8
FG
4
1
5
.
2
4
9+00
FG
4
1
4
.
5
7
FG
4
1
3
.
7
8
9+50
FG
4
1
2
.
8
6
FG
4
1
1
.
8
2
10+00
FG
4
1
0
.
6
5
FG
4
0
9
.
4
0
10+50
FG
4
0
8
.
1
5
FG
4
0
6
.
9
1
11+00
FG
4
0
5
.
6
6
FG
4
0
4
.
4
1
11+50
FG
4
0
3
.
1
6
FG
4
0
1
.
9
1
12+00
FG
4
0
0
.
6
6
FG
3
9
9
.
4
1
12+50
FG
3
9
8
.
1
6
FG
3
9
6
.
9
1
13+00
FG
3
9
5
.
6
6
FG
3
9
4
.
4
1
13+50
FG
3
9
3
.
1
6
FG
3
9
1
.
9
1
14+00
FG
3
9
0
.
6
6
FG
3
8
9
.
4
1
14+50
FG
3
8
8
.
1
6
FG
3
8
6
.
9
1
15+00
FG
3
8
5
.
6
6
WF1
WP1
WF2 WP2
WF3
WP3
WF4
WP4
WF5
WP5
WF6PROPOSED GRADE ELEVATION AT ROAD CENTERLINEEXISTING GRADE ELEVATION AT ROAD CENTERLINE
EXISTING GRADE AT ROAD CENTERLINE
PROPOSED GRADE AT ROAD CENTERLINE
PROPOSED 12" STORM
PROPO
S
E
D
S
S
F
M
12" STORM BOT 406.96
8" WATER TOP
12" STORM BOT 397.20
8" WATER TOP
12" STORM BOT 383.83
8" WATER TOP
405.25
395.63
382.28
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 ADS
N-12 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.
SPRINKLER NOTES
ALL HOMES WILL BE EQUIPPED WITH FIRE SPRINKLER SUPPRESSION SYSTEMS. SERVICES
SHALL BE INSTALLED PER CITY OF YELM REQUIREMENTS
PIPE TABLE
NAME
WP1
WP2
WP3
WP4
WP5
WP6
WP14
WP15
WP16
SIZE
8"
8"
8"
8"
8"
8"
6"
2"
6"
LENGTH
265 LF
182 LF
8 LF
163 LF
135 LF
37 LF
153 LF
135 LF
153 LF
MATERIAL
CL52 DIP
CL52 DIP
CL52 DIP
CL52 DIP
CL52 DIP
CL52 DIP
CL52 DIP
CL52 DIP
CL52 DIP
20
WATER FITTING TABLE
NAME
WF1
WF2
WF3
WF4
WF5
WF6
STRUCTURE INFORMATION
1 - 8" TEE (MJxFL)
2 - 8" GATE VALVE (FLxMJ)
THRUST BLOCK
1 - 8"x6" TEE (MJxFL)
1 - 6" GATE VALVE (FLxMJ)
THRUST BLOCK
1 - 8"x6" TEE (MJxFL)
1 - 6" GATE VALVE (FLxMJ)
THRUST BLOCK
DUAL SERVICE SADDLE
1 - 8"x6" TEE (MJxFL)
1 - 6" GATE VALVE (FLxMJ)
THRUST BLOCK
1 - 45° BEND (MJ)
THRUST BLOCK
ALIGNMENT
STATION, OFFSET
ROAD A (MON CL)
STA:7+06.97, 7.25' RT
ROAD A (MON CL)
STA:9+71.94, 7.25' RT
ROAD A (MON CL)
STA:11+54.10, 7.25' RT
ROAD A (MON CL)
STA:11+76.10, 7.25' RT
ROAD A (MON CL)
STA:13+40.18, 7.21' RT
ROAD A (MON CL)
STA:14+77.10, 3.40' RT
WATER METER TABLE
LOT/S
LOT 6 AND 7
LOT 8 AND 9
LOT 10 AND 11
LOT 12 AND 13
LOT 14 AND 15
LOT 16
LOT 17 AND 18
LOT 19 AND 20
LOT 21 AND 22
LOT 23
DESCRIPTION
2" DUAL
SERVICE
2" DUAL
SERVICE
2" DUAL
SERVICE
2" DUAL
SERVICE
2" DUAL
SERVICE
1" SINGLE
SERVICE
2" DUAL
SERVICE
2" DUAL
SERVICE
2" DUAL
SERVICE
1" SINGLE
SERVICE
ALIGNMENT
STATION OFFSET
ROAD A (MON CL)
STA:7+95.90, 21.90' LT
ROAD A (MON CL)
STA:9+25.89, 22.14' LT
ROAD A (MON CL)
STA:10+55.89, 22.37' LT
ROAD A (MON CL)
STA:11+85.88, 22.60' LT
ROAD A (MON CL)
STA:13+15.58, 22.83' LT
ROAD A (MON CL)
STA:14+44.57, 23.04' LT
ROAD A (MON CL)
STA:13+48.68, 94.90' RT
ROAD A (MON CL)
STA:16+57.68, 159.84' RT
ROAD A (MON CL)
STA:13+12.62, 171.95' RT
ROAD A (MON CL)
STA:13+10.14, 22.18' RT
WATER METER TABLE
LOT/S
LOT 24
LOT 25
LOT 26
LOT 27
LOT 28 AND 29
LOT 30
LOT 31 AND 32
LOT 33
LOT 34
LOT 35
DESCRIPTION
1" SINGLE
SERVICE
1" SINGLE
SERVICE
1" SINGLE
SERVICE
1" SINGLE
SERVICE
2" DUAL
SERVICE
1" SINGLE
SERVICE
2" DUAL
SERVICE
1" SINGLE
SERVICE
1" SINGLE
SERVICE
1" SINGLE
SERVICE
ALIGNMENT
STATION OFFSET
ROAD A (MON CL)
STA:11+87.66, 22.40' RT
ROAD A (MON CL)
STA:11+85.18, 142.44' RT
ROAD A (MON CL)
STA:11+47.57, 142.71' RT
ROAD A (MON CL)
STA:11+44.14, 22.48' RT
ROAD A (MON CL)
STA:10+39.14, 22.66' RT
ROAD A (MON CL)
STA:9+80.67, 137.27' RT
ROAD A (MON CL)
STA:9+62.41, 173.74' RT
ROAD A (MON CL)
STA:9+43.94, 139.33' RT
ROAD A (MON CL)
STA:9+42.14, 22.83' RT
ROAD A (MON CL)
STA:8+36.14, 23.02' RT
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.
N
GRAPHIC SCALE
0 50 100
1" = 50 FEET
25
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
37
MW/SKMH/ABMH
4/29/2025
PERMIT SET
2220348.10
4802 TACOMA MALL BOULEVARD
TACOMA, WA 98409
CONTACT: MATT LEWIS
(888) 627-0013
GARRETTE CUSTOM
HOMES, INC
THE RESERVE AT
PALISADES
A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M,
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
THE RESERVE AT PALISADES
DATE: April 29, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-WATR-ROAD A.dwg
C7.1
26
ROAD A WATER
PLAN AND PROFILE
ROAD A PROFILE
SCALE: H;1"=50', V:1"=5'
MAT
C
H
L
I
N
E
S
E
E
S
H
E
E
T
C7.2
05/01/2025
s
s
38
0
390
3
7
8
38
2
3
8
4
386
388
392
390
382
384
386
388
392 394
39
4
39
6
36
0
370
380
354
356
358
36
2
36
4
36
6
368 368 36
8
372
374
376
378
382
38438
4384
386
370
380
36
2
364
366
368
37237237237
437637
8382
ROAD A
WF7
FH2
WP5
WP-FH2
WP16
18+02
14
+
0
0
15+
0
0
16+00 17+00 18+00
17
18 19
TRACT D
18 19
WF8
WF6
WP7
WP8
WP6
WF9
355
360
365
370
375
380
385
390
395
355
360
365
370
375
380
385
390
395
15+00
FG
3
8
5
.
6
6
FG
3
8
4
.
4
1
15+50
FG
3
8
3
.
1
6
FG
3
8
1
.
9
1
16+00
FG
3
8
0
.
6
6
FG
3
7
9
.
4
1
16+50
FG
3
7
8
.
1
6
FG
3
7
6
.
9
9
17+00
FG
3
7
6
.
1
9
FG
3
7
5
.
8
0
17+50
FG
3
7
5
.
8
1
FG
3
7
6
.
0
9
18+00
FG
18+02.16
FG
PVI: 375.19
PVI STA: 17+09.50
K: 15.51
A.D.: 6.45%
100' VC
BV
C
S
:
1
6
+
5
9
.
5
0
BV
C
E
:
3
7
7
.
6
9
EV
C
S
:
1
7
+
5
9
.
5
0
EV
C
E
:
3
7
5
.
9
2
1.45%
12"
C
P
E
P
S
T
O
R
M
PR
O
P
O
S
E
D
S
S
F
M
EXISTING ELEVATION AT
ROAD CENTERLINE
EXISTING ELEVATION AT
ROAD CENTERLINE
12" STORM BOT 373.44
8" WATER TOP 372.73
WF7
WP7
WF8
WP8
WF9
8" WATER BOT
2" SEWER TOP 370.51
371.71
EXISTING SEWER FORCEMAIN. CONTRACTOR TO POTHOLE
TO VERIFY EXISTING SEWER ELEVATION. NOTIFY ENGINEER
IF SEWER ELEVATIONS DIFFER FROM SHOWN HERE.
IF WATER CROSSING IS WITHIN 6" OF EXISTING SEWER THEN
EXISTING SEWER LINE SHALL BE ENCASED IN
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 ADS
N-12 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.
SPRINKLER NOTES
ALL HOMES WILL BE EQUIPPED WITH FIRE SPRINKLER SUPPRESSION SYSTEMS. SERVICES
SHALL BE INSTALLED PER CITY OF YELM REQUIREMENTS
PIPE TABLE
NAME
WP-FH2
WP6
WP7
WP8
SIZE
6"
8"
8"
8"
LENGTH
11 LF
37 LF
199 LF
78 LF
MATERIAL
CL52 DIP
CL52 DIP
CL52 DIP
CL52 DIP
WATER FITTING TABLE
NAME
WF7
WF8
WF9
STRUCTURE INFORMATION
1 - 45° BEND (MJ)
THRUST BLOCK
1 - 8"x6" TEE (MJxFL)
1 - 6" GATE VALVE (FLxMJ)
THRUST BLOCK
1 - 10"x8" TAPPING TEE (FL)
1 - 8" GATE VALVE (FLxMJ)
THRUST BLOCK
ALIGNMENT
STATION, OFFSET
ROAD A (MON CL)
STA:15+17.72, 3.40' RT
ROAD A (MON CL)
STA:17+19.20, 7.24' RT
ROAD A (MON CL)
STA:17+97.46, 7.24' RT
FIRE HYDRANT TABLE
NAME
FH2
DESCRIPTION
FIRE HYDRANT ASSEMBLY
ALIGNMENT
STATION, OFFSET
ROAD A (MON CL)
STA:17+19.34, 19.69' RT
N
GRAPHIC SCALE
0 50 100
1" = 50 FEET
25
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
37
MW/SKMH/ABMH
4/29/2025
PERMIT SET
2220348.10
4802 TACOMA MALL BOULEVARD
TACOMA, WA 98409
CONTACT: MATT LEWIS
(888) 627-0013
GARRETTE CUSTOM
HOMES, INC
THE RESERVE AT
PALISADES
A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M,
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
THE RESERVE AT PALISADES
DATE: April 29, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-WATR-ROAD A.dwg
C7.2
27
ROAD A WATER
PLAN AND PROFILE
ROAD A PROFILE
SCALE: H;1"=50', V:1"=5'
M
A
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
C
7
.
1
05/01/2025
s s
ss
s s
ss
s
s
s
s416
42
2
4
2
0
4
1
4
4
1
6
4
1
8
4
2
2
4
1
6
41
8
42041
8
422
42
0
41
2
41
4
41
6
41
8
422
41
0
41
2
41
4
41
6
RO
A
D
A
PALISADES
ST SE PALISADES ST SE
3
TRACT A
WF12
WF13
WF11
WF10
WF1
FH3
WP1
WP10
WP11
WP12
WP-EX1
WP-FH3
WP9
LOT 37 AND 38LOT 36
LOT 2 AND 3
LOT 6 AND 7
LOT 4 AND 5 LOT 1
LOT 39WP13
ARV
ARV
TRACT A
3
0+00 1+00 2+00
3+00 4+004+04
7+
0
0
8+
0
0
36
5 4 12
3937386
7
PROPOSED GRADE ELEVATION
AT ROAD CENTERLINE
EXISTING GRADE ELEVATION
AT ROAD CENTERLINE
EXISTING GRADE AT
ROAD CENTERLINE
PROPOSED GRADE AT
ROAD CENTERLINE
MIN 3.50',
TYP COVER
405
410
415
420
425
405
410
415
420
425
0+00
FG
FG
4
1
4
.
1
3
0+50
FG
4
1
5
.
3
8
FG
4
1
6
.
5
6
1+00
FG
4
1
7
.
6
0
FG
4
1
8
.
4
8
1+50
FG
4
1
9
.
2
1
FG
4
1
9
.
8
0
2+00
FG
4
2
0
.
3
0
FG
4
2
0
.
8
1
2+50
FG
4
2
1
.
3
1
FG
4
2
1
.
8
1
3+00
FG
4
2
2
.
3
0
FG
4
2
2
.
5
9
3+50
FG
4
2
2
.
5
3
FG
4
2
2
.
2
8
4+00
FG
4
2
2
.
0
3
4+03.87
FG
WF10
WP9
WF11
WP10
WP11WP11
WP12
WF12
WP13
ARV
WF13
WP-EX1
WF1
PVI: 418.57
PVI STA: 1+13.80
K: 41.74
A.D.: 3.00%
125' VC
BV
C
S
:
0
+
5
1
.
3
0
BV
C
E
:
4
1
5
.
4
5
EV
C
S
:
1
+
7
6
.
3
0
EV
C
E
:
4
1
9
.
8
3
PVI: 422.79
PVI STA: 3+24.37
K: 16.64
A.D.: 3.00%
50' VC
BV
C
S
:
2
+
9
9
.
3
7
BV
C
E
:
4
2
2
.
2
9
EV
C
S
:
3
+
4
9
.
3
7
EV
C
E
:
4
2
2
.
5
4
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 ADS
N-12 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.
SPRINKLER NOTES
ALL HOMES WILL BE EQUIPPED WITH FIRE SPRINKLER SUPPRESSION SYSTEMS. SERVICES
SHALL BE INSTALLED PER CITY OF YELM REQUIREMENTS
WATER FITTING TABLE
NAME
WF1
WF10
WF11
WF12
WF13
STRUCTURE INFORMATION
1 - 8" TEE (MJxFL)
2 - 8" GATE VALVE (FLxMJ)
THRUST BLOCK
BLOW-OFF ASSEMBLY
1 - 8"x6" TEE (MJxFL)
1 - 6" GATE VALVE (FLxMJ)
THRUST BLOCK
1 - 11.25° BEND (MJ)
THRUST BLOCK
CONNECT TO EXISTING 8" WATER MAIN
1 - 11.25° BEND (MJ)
THRUST BLOCK
1 - 10" x 8" REDUCER
ALIGNMENT
STATION, OFFSET
ROAD A (MON CL)
STA:7+06.97, 7.25' RT
PALISADES (MON CL)
STA:0+06.12, 6.99' LT
PALISADES (MON CL)
STA:0+84.66, 6.79' LT
PALISADES (MON CL)
STA:2+34.01, 8.67' LT
PALISADES (MON CL)
STA:3+79.59, 6.40' RT
PIPE TABLE
NAME
WP-EX1
WP-FH3
WP9
WP10
WP11
WP12
WP13
SIZE
10"
6"
8"
8"
8"
8"
8"
LENGTH
23 LF
13 LF
78 LF
58 LF
92 LF
114 LF
30 LF
MATERIAL
CL52 DIP
CL52 DIP
CL52 DIP
CL52 DIP
CL52 DIP
CL52 DIP
CL52 DIP
WATER METER TABLE
LOT/S
LOT 1
LOT 2 AND 3
LOT 4 AND 5
LOT 6 AND 7
LOT 36
LOT 37 AND 38
LOT 39
DESCRIPTION
1" SINGLE
SERVICE
2" DUAL
SERVICE
2" DUAL
SERVICE
2" DUAL
SERVICE
1" SINGLE
SERVICE
2" DUAL
SERVICE
1" SINGLE
SERVICE
ALIGNMENT
STATION OFFSET
PALISADES (MON CL)
STA:3+00.88, 21.49' RT
PALISADES (MON CL)
STA:1+80.26, 22.94' RT
PALISADES (MON CL)
STA:0+60.26, 22.63' RT
ROAD A (MON CL)
STA:7+95.90, 21.90' LT
PALISADES (MON CL)
STA:1+82.37, 22.05' LT
PALISADES (MON CL)
STA:2+84.23, 27.32' LT
PALISADES (MON CL)
STA:4+02.87, 21.83' LT
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
ARV
DESCRIPTION
2" AIR AND VACUUM
RELEASE VALVE
ALIGNMENT
STATION, OFFSET
PALISADES (MON CL)
STA:3+49.49, 0.33' RT
VACUUM/AIR-RELIEF VALVE TABLE
LOT/S
ARV
DESCRIPTION
2" AIR AND VACUUM
RELEASE VALVE
ALIGNMENT
STATION OFFSET
PALISADES (MON CL)
STA:3+54.02, 22.16' LT
WATER TABLE
NAME
FH3
DESCRIPTION
FIRE HYDRANT ASSEMBLY
ALIGNMENT
STATION, OFFSET
PALISADES (MON CL)
STA:0+84.70, 21.26' LT
N
GRAPHIC SCALE
0 50 100
1" = 50 FEET
25
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
37
MW/SKMH/ABMH
4/29/2025
PERMIT SET
2220348.10
4802 TACOMA MALL BOULEVARD
TACOMA, WA 98409
CONTACT: MATT LEWIS
(888) 627-0013
GARRETTE CUSTOM
HOMES, INC
THE RESERVE AT
PALISADES
A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M,
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
THE RESERVE AT PALISADES
DATE: April 29, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-WATR-ROAD B.dwg
C7.3
28
PALISADES ST SE
WATER PLAN AND
PROFILE
PALISADES ST SE PROFILE
SCALE: H;1"=50', V:1"=5'
05/01/2025
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
37
MW/SKMH/ABMH
4/29/2025
PERMIT SET
2220348.10
4802 TACOMA MALL BOULEVARD
TACOMA, WA 98409
CONTACT: MATT LEWIS
(888) 627-0013
GARRETTE CUSTOM
HOMES, INC
THE RESERVE AT
PALISADES
A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M,
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
THE RESERVE AT PALISADES
DATE: April 29, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-WATR-ROAD B.dwg
C7.4
29
WATER 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)
05/01/2025
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
37
MW/SKMH/ABMH
4/29/2025
PERMIT SET
2220348.10
4802 TACOMA MALL BOULEVARD
TACOMA, WA 98409
CONTACT: MATT LEWIS
(888) 627-0013
GARRETTE CUSTOM
HOMES, INC
THE RESERVE AT
PALISADES
A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M,
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
THE RESERVE AT PALISADES
DATE: April 29, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-WATR-ROAD B.dwg
C7.5
30
WATER DETAILS
05/01/2025
s
s
s
s
s
s
s
s
s
s s
ss
ss
s
s s
s s
s s
s s
ss
ss
s
s
ss
s
s
sss
s
40
0
41
0
39
2
39
4
39
6
39
8
40
2
40
4
406 406
40
6
40
8
41
2
412 412
41
4
41
6
422
420
416
41
8
422
380
39
040
041
0
378
382
384
386
38
839
2
39
4
39
6
39
840
2
40
4
40
6
40
841
241
4416
38
2
38
4
38
6
38
8
394
396
3
9
4
396
40
0
39
8
398
40
4
40
6
41
0
40
8
41
2
4
1
4
41
4
41
4
416
416
41
6
41
8
420
420
416
41
6
41
6
41
8
410 404406
4
0
8
412414
ROAD A
PA
L
I
S
A
D
E
S
38
0
3
7
2
3
7
4
3
7
6
3
7
8
38
2
38
4
38
638
8
38
0
37
2
3
7
2
37
2
37
4
37
6
37
8
38
2
RO
A
D
A
TRACT A
R25.00'
26.00' ACCESS
AND UTILITY
EASEMENT
WF12
SSF 8
SSF 17
SSF 1 SSF 2
SSF 18
SSFM -P1 SSFM -P5
SSFM -P6
SS
F
M
-
P
1
7
SSFM -P2
14
3
SSFM -P31+
0
0
2+
0
0
3+
0
0
7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00
1
5
+
0
0
16
+
0
0
SSFM -P14
SSFM -P15
SSF 4
SS
F
M
-
P
1
6
SSF 6
SS
F
M
-
P
1
6
SSFM -P4
TRACT A
14
3
36
11
TRACT D
6 7 8 9 10
16151213
24
TRACT C
33
232728
26
17
18
19
30
TRACT B
35
22
5
4
1
2
ROW
37
38
LOTS 38 AND 39
LOTS 1 AND 2
LOTS 36 AND 37
LOTS 3 AND 4
LOT 6 LOTS 7 AND 8
LOTS 34 AND 35
LOT 29
LOTS 32 AND 33
LOT 26
LOTS 9 AND 10
LOT 25
LOTS 23 AND 24
LOTS 13 AND 14
LOT 22
LOTS 20 AND 21
LOTS 18 AND 19
LOT 17
LOTS 30 AND 31
LOTS 27 AND 28
LOTS 11 AND 12
LOTS 15 AND 16
18
19
SSF 3 SSF 5
SSF 7
2934
25
2021
3132
SSF 9
373
375
380
385
390
395
400
405
410
415
420
425
373
375
380
385
390
395
400
405
410
415
420
425
PROPOSED GRADE ELEVATION AT ROAD CENTERLINEEXISTING GRADE ELEVATION AT ROAD CENTERLINE
EXISTING GRADE AT ROAD CENTERLINE
PROPOSED GRADE AT ROAD CENTERLINE
7+00
FG
4
1
8
.
8
2
FG
4
1
8
.
3
2
7+50
FG
4
1
7
.
8
3
FG
4
1
7
.
3
3
8+00
FG
4
1
6
.
8
3
FG
4
1
6
.
3
3
8+50
FG
4
1
5
.
8
3
FG
4
1
5
.
3
3
9+00
FG
4
1
4
.
8
1
FG
4
1
4
.
0
5
9+50
FG
4
1
3
.
0
0
FG
4
1
1
.
7
5
10+00
FG
4
1
0
.
5
0
FG
4
0
9
.
2
5
10+50
FG
4
0
8
.
0
0
FG
4
0
6
.
7
5
11+00
FG
4
0
5
.
5
0
FG
4
0
4
.
2
5
11+50
FG
4
0
3
.
0
0
FG
4
0
1
.
7
5
12+00
FG
4
0
0
.
5
0
FG
3
9
9
.
2
5
12+50
FG
3
9
8
.
0
0
FG
3
9
6
.
7
5
13+00
FG
3
9
5
.
5
0
FG
3
9
4
.
2
5
13+50
FG
3
9
3
.
0
0
FG
3
9
1
.
7
5
14+00
FG
3
9
0
.
5
0
FG
3
8
9
.
2
5
14+50
FG
3
8
8
.
0
0
FG
3
8
6
.
7
5
15+00
FG
3
8
5
.
5
0
2.00%
5.0
0
%
PVI: 414.43
PVI STA: 9+21.06
K: 20.91
A.D.: 3.00%
63' VC
BV
C
S
:
8
+
8
9
.
6
6
BV
C
E
:
4
1
5
.
0
3
EV
C
S
:
9
+
5
2
.
4
5
EV
C
E
:
4
1
2
.
8
8
PROPOSED 12" STORM
PROPO
S
E
D
W
A
T
E
R
SSFM -P1
SSF 2
SSFM -P2
SSF 8
SSFM -P5
SSF 4
SSFM -P3
SSF 6
SSFM -P4 1.SEE CITY OF YELM DWG. NO. 5-1 ON SHEET
C8.4 FOR 1" SINGLE SERVICE CONNECTION.
2.SEE CITY OF YELM DWG. NO. 5-2 ON SHEET
C8.4 FOR 2" DOUBLE SERVICE CONNECTION.
SEWER STUB NOTES
SEWER STEP MAIN SIZING
ROAD A SE (STA: 7+00 TO STA: 17+73)
NUMBER OF PUMP CORES CONNECTED:39
MAX. PUMP CORES RUNNING
SIMULTANEOUSLY (TABLE 3):6
PROPOSED STEP MAIN SIZE:2"
FLOW VELOCITY (TABLE 5):5.84 fps
FRICTION HEAD LOSS (TABLE 5):5.57 FT/100FT
*FORCE MAIN DESIGN PERFORMED USING
RECOMMENDATIONS IN THE 'DESIGN HANDBOOK FOR
LOW PRESSURE SEWER SYSTEMS' PREPARED BY
ENVIRONMENT ONE.
SEWER FORCEMAIN FITTING TABLE
NAME
SSF 1
SSF 2
SSF 3
SSF 4
SSF 5
SSF 6
SSF 7
SSF 8
STRUCTURE
INFORMATION
1-2" TEE (MJ)
1-2" GATE VALVE (MJ)
THRUST BLOCK
1-2" TEE (MJ)
1-2" GATE VALVE (MJ)
THRUST BLOCK
END OF FORCE MAIN
PROVIDE END OF LINE CLEANOUT
PER YELM DW 5-20 ON SHEET
1-2" TEE (MJ)
1-2" GATE VALVE (MJ)
THRUST BLOCK
END OF FORCE MAIN
PROVIDE END OF LINE CLEANOUT
PER YELM DW 5-20 ON SHEET
1-2" TEE (MJ)
1-2" GATE VALVE (MJ)
THRUST BLOCK
END OF FORCE MAIN
PROVIDE END OF LINE CLEANOUT
PER YELM DW 5-20 ON SHEET
1-2" 45° BEND (MJ)
THRUST BLOCK
ALIGNMENT
STATION, OFFSET
PALISADES (MON CL)
STA:1+27.25, 7.81' RT
ROAD A (MON CL)
STA:9+52.25, -7.25' LT
ROAD A (MON CL)
STA:9+52.20, 155.32' RT
ROAD A (MON CL)
STA:11+60.98, -7.25' LT
ROAD A (MON CL)
STA:11+61.26, 149.67' RT
SSFM - MAINLINE
STA:6+27.64, 0.00'
ROAD A (MON CL)
STA:13+20.41, 169.16' RT
ROAD A (MON CL)
STA:14+84.36, -17.03' LT
PIPE TABLE
NAME
SSFM -P1
SSFM -P2
SSFM -P3
SSFM -P4
SSFM -P5
SSFM -P14
SSFM -P15
SSFM -P16
SIZE
2"
2"
2"
2"
2"
2"
2"
2"
LENGTH
258 LF
208 LF
158 LF
171 LF
33 LF
162 LF
156 LF
176 LF
MATERIAL
PVC SDR-21
PVC SDR-21
PVC SDR-21
PVC SDR-21
PVC SDR-21
PVC SDR-21
PVC SDR-21
PVC SDR-21
SEWER STUB TABLE
STUB NAME
LOT 5
LOT 6
LOT 17
LOT 22
LOT 25
LOT 26
LOT 29
LOTS 1 AND 2
LOTS 3 AND 4
LOTS 7 AND 8
LOTS 9 AND 10
LOTS 11 AND 12
LOTS 13 AND 14
LOTS 15 AND 16
LOTS 18 AND 19
LOTS 20 AND 21
LOTS 23 AND 24
LOTS 27 AND 28
LOTS 30 AND 31
LOTS 32 AND 33
LOTS 34 AND 35
LOTS 36 AND 37
LOTS 38 AND 39
STUB INFORMATION
STA: 0+09.57, 22.43' RT
1" SINGLE SERVICE
STA: 1+09.78, 33.91' LT
1" SINGLE SERVICE
STA: 13+48.77, 33.54' RT
1" SINGLE SERVICE
STA: 13+11.89, 136.99' RT
1" SINGLE SERVICE
STA: 11+85.11, 147.40' RT
1" SINGLE SERVICE
STA: 11+47.64, 147.66' RT
1" SINGLE SERVICE
STA: 9+82.08, 22.72' RT
1" SINGLE SERVICE
STA: 2+45.14, 19.77' RT
2" DUAL SERVICE
STA: 1+20.26, 22.79' RT
2" DUAL SERVICE
STA: 8+60.89, 22.32' LT
2" DUAL SERVICE
STA: 9+90.89, 22.25' LT
2" DUAL SERVICE
STA: 11+20.89, 22.32' LT
2" DUAL SERVICE
STA: 12+50.89, 22.32' LT
2" DUAL SERVICE
STA: 13+80.89, 22.32' LT
2" DUAL SERVICE
STA: 13+48.77, 145.11' RT
2" DUAL SERVICE
STA: 16+68.73, 178.19' RT
2" DUAL SERVICE
STA: 12+48.09, 22.68' RT
2" DUAL SERVICE
STA: 10+99.16, 22.75' RT
2" DUAL SERVICE
STA: 9+80.36, 162.98' RT
2" DUAL SERVICE
STA: 9+43.96, 162.77' RT
2" DUAL SERVICE
STA: 8+85.09, 22.68' RT
2" DUAL SERVICE
STA: 2+27.60, 23.40' LT
2" DUAL SERVICE
STA: 3+43.96, 22.86' LT
2" DUAL SERVICE
ROAD NAME
PALISADES (MON CL)
PALISADES (MON CL)
ROAD A (MON CL)
ROAD A (MON CL)
ROAD A (MON CL)
ROAD A (MON CL)
ROAD A (MON CL)
PALISADES (MON CL)
PALISADES (MON CL)
ROAD A (MON CL)
ROAD A (MON CL)
ROAD A (MON CL)
ROAD A (MON CL)
ROAD A (MON CL)
ROAD A (MON CL)
ROAD A (MON CL)
ROAD A (MON CL)
ROAD A (MON CL)
ROAD A (MON CL)
ROAD A (MON CL)
ROAD A (MON CL)
PALISADES (MON CL)
PALISADES (MON CL)
N
GRAPHIC SCALE
0 50 100
1" = 50 FEET
25
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
37
MW/SKMH/ABMH
4/29/2025
PERMIT SET
2220348.10
4802 TACOMA MALL BOULEVARD
TACOMA, WA 98409
CONTACT: MATT LEWIS
(888) 627-0013
GARRETTE CUSTOM
HOMES, INC
THE RESERVE AT
PALISADES
A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M,
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
THE RESERVE AT PALISADES
DATE: April 29, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-SSWR-STEP-ROAD A.dwg
C8.1
31
ROAD A STEP PLAN
AND PROFILE
ROAD A PROFILE
SCALE: H;1"=50', V:1"=5'
MAT
C
H
L
I
N
E
S
E
E
S
H
E
E
T
C7.2
05/01/2025
s
s
38
0
390
3
7
6
3
7
8
38
2
3
8
4
3
8
6
388
390
382
384
386
388
392 394
39
4
39
6
36
0
370
35
4
35
6
35
8
36
2
36
4
366 366
36
6
368
372
374
376
378
380
37237237237
437637
8382
ROAD A
SSF 11
SSFM -P6
SSF 10
SSFM -P7
18+02
14
+
0
0
15+
0
0
16+00 17+00 18+00
TRACT D
17 18 19 20
SSF 9
355
360
365
370
375
380
385
390
395
355
360
365
370
375
380
385
390
395
15+00
FG
3
8
5
.
5
0
FG
3
8
4
.
2
5
15+50
FG
3
8
3
.
0
0
FG
3
8
1
.
7
5
16+00
FG
3
8
0
.
5
0
FG
3
7
9
.
2
5
16+50
FG
3
7
8
.
0
7
FG
3
7
7
.
2
8
17+00
FG
3
7
6
.
7
3
FG
3
7
6
.
4
1
17+50
FG
3
7
6
.
3
2
FG
3
7
6
.
4
6
17+95.86
FG
2.00%
PVI: 375.79
PVI STA: 17+09.99
K: 27.00
A.D.: 4.82%
130' VC
BV
C
S
:
1
6
+
4
4
.
9
9
BV
C
E
:
3
7
8
.
2
5
EV
C
S
:
1
7
+
7
4
.
9
9
EV
C
E
:
3
7
6
.
4
6
PT
15
+
3
2
.
2
2
EL
E
V
=
3
8
3
.
8
9
PR
O
P
O
S
E
D
W
A
T
E
R
PR
O
P
O
S
E
D
S
S
F
M
SSF 11
SSFM -P7
SSF 10
SSFM -P6
PROP
O
S
E
D
S
T
O
R
M
EXISTING ELEVATION AT
ROAD CENTERLINE
EXISTING ELEVATION AT
ROAD CENTERLINE
SSF 9
1.SEE CITY OF YELM DWG. NO. 5-1 ON SHEET
C8.4 FOR 1" SINGLE SERVICE CONNECTION.
2.SEE CITY OF YELM DWG. NO. 5-2 ON SHEET
C8.4 FOR 2" DOUBLE SERVICE CONNECTION.
SEWER STUB NOTES
SEWER FITTING TABLE
NAME
SSF 9
SSF 10
SSF 11
SSF 12
SSF 13
SSF 14
SSF 15
STRUCTURE INFORMATION
1-2" 45° BEND (MJ)
THRUST BLOCK
1-2" 45° BEND (MJ)
THRUST BLOCK
1-2" 45° BEND (MJ)
THRUST BLOCK
1-2" 11.25° BEND (MJ)
THRUST BLOCK
1-2" 45° BEND (MJ)
THRUST BLOCK
1-2" 45° BEND (MJ)
THRUST BLOCK
CONNECT TO EXISTING 6" SEWER MAIN
1-6"x4" TEE (MJ)
1 - 4" GATE VALVE (MJ)
THRUST BLOCK
ALIGNMENT
STATION, OFFSET
ROAD A (MON CL)
STA:15+10.41, -17.07' LT
ROAD A (MON CL)
STA:17+39.05, -7.22' LT
ROAD A (MON CL)
STA:17+58.12, -26.46' LT
ROAD A (MON CL)
STA:17+57.82, -191.42' LT
ROAD A (MON CL)
STA:17+71.73, -205.40' LT
ROAD A (MON CL)
STA:17+71.70, -217.70' LT
ROAD A (MON CL)
STA:17+03.52, -285.52' LT
PIPE TABLE
NAME
SSFM -P5
SSFM -P6
SSFM -P7
SSFM -P8
SSFM -P9
SSFM -P10
SSFM -P11
SIZE
2"
2"
2"
2"
2"
2"
2"
LENGTH
33 LF
235 LF
27 LF
164 LF
19 LF
11 LF
95 LF
MATERIAL
PVC SDR-21
PVC SDR-21
PVC SDR-21
PVC SDR-21
PVC SDR-21
PVC SDR-21
PVC SDR-21
376
378
39
0
38
4
38
6
38
8
39
2
36
0
35
8
36
236
4
37
2
3
7
2
37
2
37
4
37
6
RO
A
D
A
18+02
17
+
0
0
18
+
0
0
36
0
35
4
354
35
6
356
35
8
358
36
236
4
360
354
356
358
3
5
6
3
5
8
SSF 12
SSF 14
SSF 15
SSFM -P8
SSFM -P9
SSFM -P11
TRACT E
SSF 13
SSFM -P10
350
355
360
365
370
375
380
385
350
355
360
365
370
375
380
385
9+00
FG
3
8
2
.
0
4
FG
3
8
0
.
7
9
9+50
FG
3
7
9
.
5
4
FG
3
7
8
.
2
9
10+00
FG
3
7
7
.
0
9
FG
3
7
6
.
1
9
10+50
FG
3
7
5
.
7
1
FG
3
7
5
.
5
2
11+00
FG FG
11+50
FG FG
12+00
FG FG
12+50
FG FG
13+00
FG
FG
3
6
1
.
3
2
13+50
FG FG
14+00
FG
SSF 10
SSFM -P7
SSF 11
SSF 12
SSF 14
SSF 15
EXISTING ELEVATION
ABOVE SEWERMAIN
PROPOSED ELEVATION
ABOVE SEWERMAIN
EXISTING ELEVATION
ABOVE SEWERMAIN
PROPOSED ELEVATION
ABOVE SEWERMAIN
SSFM -P8
SSFM -P9
SSFM -P11
SSF 13
SSFM -P10
SEWER STUB NOTES
SEWER STEP MAIN SIZING
ROAD A SE (STA: 7+00 TO STA: 17+73)
NUMBER OF PUMP CORES CONNECTED:39
MAX. PUMP CORES RUNNING
SIMULTANEOUSLY (TABLE 3):6
PROPOSED STEP MAIN SIZE:2"
FLOW VELOCITY (TABLE 5):5.84 fps
FRICTION HEAD LOSS (TABLE 5):5.57 FT/100FT
*FORCE MAIN DESIGN PERFORMED USING
RECOMMENDATIONS IN THE 'DESIGN HANDBOOK FOR
LOW PRESSURE SEWER SYSTEMS' PREPARED BY
ENVIRONMENT ONE.
N
GRAPHIC SCALE
0 50 100
1" = 50 FEET
25
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
37
MW/SKMH/ABMH
4/29/2025
PERMIT SET
2220348.10
4802 TACOMA MALL BOULEVARD
TACOMA, WA 98409
CONTACT: MATT LEWIS
(888) 627-0013
GARRETTE CUSTOM
HOMES, INC
THE RESERVE AT
PALISADES
A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M,
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
THE RESERVE AT PALISADES
DATE: April 29, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-SSWR-STEP-ROAD A.dwg
C8.2
32
ROAD A STEP PLAN
AND PROFILE
ROAD A PROFILE
SCALE: H;1"=50', V:1"=5'
M
A
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
C
8
.
1
N
GRAPHIC SCALE
0 50 100
1" = 50 FEET
25
MATCHLINE SEE THIS SHEET
MA
T
C
H
L
I
N
E
S
E
E
T
H
I
S
S
H
E
E
T
PALISADES SEWER MAIN PROFILE
SCALE: H;1"=50', V:1"=5'
05/01/2025
s s
ss
s s
ss
s
s
s
s
56.00'
30.50'
416
42
2
4
2
0
4
1
4
4
1
6
4
1
8
422
4
1
6
41
8
42041
8
422
42
0
41
2
41
4
41
6
41
8
422
41
0
41
2
41
4
41
6
RO
A
D
A
PALISADES ST SE
PALISADES ST SE
3
TRACT A
4+04
0+00 1+00 2+00
3+00 4+00
7+
0
0
8+
0
0
SSFM -P13
SSFM -P12
SSF 16
SSF 1
SSF 17
SSFM -P14
SSF 18
LOT 6
LOTS 36 AND 37
LOTS 38 AND 39
LOTS 1 AND 2
LOTS 3 AND 4
LOT 5
405
410
415
420
425
430
435
405
410
415
420
425
430
435
PROPOSED GRADE ELEVATION
AT ROAD CENTERLINE
EXISTING GRADE ELEVATION
AT ROAD CENTERLINE
0+00
FG
FG
4
1
4
.
1
3
0+50
FG
4
1
5
.
3
8
FG
4
1
6
.
5
6
1+00
FG
4
1
7
.
6
0
FG
4
1
8
.
4
8
1+50
FG
4
1
9
.
2
1
FG
4
1
9
.
8
0
2+00
FG
4
2
0
.
3
0
FG
4
2
0
.
8
0
2+50
FG
4
2
1
.
3
0
FG
4
2
1
.
8
0
3+00
FG
4
2
2
.
3
0
FG
4
2
2
.
5
9
3+50
FG
4
2
2
.
5
3
FG
4
2
2
.
2
8
4+00
FG
4
2
2
.
0
3
EXISTING GRADE AT
ROAD CENTERLINE
PROPOSED GRADE AT
ROAD CENTERLINE 1.00%
2.00%
5.00%
PVI: 418.68
PVI STA: 1+17.11
K: 42.12
A.D.: 2.97%
125' VC
BV
C
S
:
0
+
5
4
.
6
1
BV
C
E
:
4
1
5
.
6
1
EV
C
S
:
1
+
7
9
.
6
1
EV
C
E
:
4
1
9
.
8
9
PVI: 422.78
PVI STA: 3+25.50
K: 17.44
A.D.: 2.87%
50' VC
BV
C
S
:
3
+
0
0
.
5
0
BV
C
E
:
4
2
2
.
3
1
EV
C
S
:
3
+
5
0
.
5
0
EV
C
E
:
4
2
2
.
5
2
110LF 2" PVC SDR-21
SSF 17
SSF 18
SSF 1
SSF 16 118LF 2" PVC SDR-21
105LF 2"
PVC SDR-21
SEWER STUB NOTES
SEWER STEP MAIN SIZING
PALISADES ST SE (STA: 0+00 TO STA: 4+00)
NUMBER OF PUMP CORES CONNECTED:8
MAX. 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.
SEWER STUB TABLE
STUB NAME
LOT 5
LOT 6
LOTS 1 AND 2
LOTS 3 AND 4
LOTS 7 AND 8
LOTS 36 AND 37
LOTS 38 AND 39
STUB INFORMATION
STA: 0+09.57, 22.43' RT
1" SINGLE SERVICE
STA: 7+34.25, 24.72' LT
1" SINGLE SERVICE
STA: 2+45.14, 19.77' RT
2" DUAL SERVICE
STA: 1+20.26, 22.79' RT
2" DUAL SERVICE
STA: 8+60.89, 22.32' LT
2" DUAL SERVICE
STA: 2+27.60, 23.40' LT
2" DUAL SERVICE
STA: 3+43.96, 22.86' LT
2" DUAL SERVICE
ROAD NAME
PALISADES (MON CL)
ROAD A (MON CL)
PALISADES (MON CL)
PALISADES (MON CL)
ROAD A (MON CL)
PALISADES (MON CL)
PALISADES (MON CL)
WATER FITTING TABLE
NAME
SSF 1
SSF 16
SSF 17
SSF 18
STRUCTURE INFORMATION
1-2" TEE (MJ)
1-2" GATE VALVE (MJ)
THRUST BLOCK
END OF FORCE MAIN
PROVIDE END OF LINE CLEANOUT
PER YELM DW 5-20 ON SHEET
1-2" 11.25° BEND (MJ)
THRUST BLOCK
END OF FORCE MAIN
PROVIDE END OF LINE CLEANOUT
PER YELM DW 5-20 ON SHEET
ALIGNMENT
STATION, OFFSET
PALISADES (MON CL)
STA:1+27.25, 7.81' RT
PALISADES (MON CL)
STA:0+08.18, 7.52' RT
PALISADES (MON CL)
STA:2+34.16, 5.96' RT
PALISADES (MON CL)
STA:3+44.21, 14.17' RT
PIPE TABLE
NAME
SSFM -P13
SSFM -P12
SSFM -P14
SIZE
2"
2"
2"
LENGTH
105 LF
118 LF
110 LF
MATERIAL
PVC SDR-21
PVC SDR-21
PVC SDR-21
N
GRAPHIC SCALE
0 50 100
1" = 50 FEET
25
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
37
MW/SKMH/ABMH
4/29/2025
PERMIT SET
2220348.10
4802 TACOMA MALL BOULEVARD
TACOMA, WA 98409
CONTACT: MATT LEWIS
(888) 627-0013
GARRETTE CUSTOM
HOMES, INC
THE RESERVE AT
PALISADES
A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M,
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
THE RESERVE AT PALISADES
DATE: April 24, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-SSWR-STEP-ROAD B.dwg
C8.3
33
PALISADES ST SE
STEP PLAN AND
PROFILE
PALISADES ST SE PROFILE
SCALE: H;1"=50', V:1"=5'
05/01/2025
ss
4
0
0
3
9
6
3
9
8
40
2
12+00
13+00
24
23
15.00' FRONT
SETBACK
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 C8.5
AND BEDDING DETAIL C8.6
2.00' MIN.
TYPICAL DOUBLE SERVICE
VALVE BOX CONNECTION
6.00' LANDSCAPE BUFFER
5.00' SIDEWALK
10.00' UTILITY EASEMENT
2.00' PRIVATE ROOF DRAIN EASEMENT
1" SERVICE
LINES
24
23
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
37
MW/SKMH/ABMH
4/29/2025
PERMIT SET
2220348.10
4802 TACOMA MALL BOULEVARD
TACOMA, WA 98409
CONTACT: MATT LEWIS
(888) 627-0013
GARRETTE CUSTOM
HOMES, INC
THE RESERVE AT
PALISADES
A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M,
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
THE RESERVE AT PALISADES
DATE: April 24, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-SSWR-STEP-ROAD B.dwg
C8.4
34
SEWER DETAILS
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.
CONCEPTUAL SEWER TANK
AND SERVICE LAYOUT
N
05/01/2025
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
37
MW/SKMH/ABMH
4/29/2025
PERMIT SET
2220348.10
4802 TACOMA MALL BOULEVARD
TACOMA, WA 98409
CONTACT: MATT LEWIS
(888) 627-0013
GARRETTE CUSTOM
HOMES, INC
THE RESERVE AT
PALISADES
A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M,
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
THE RESERVE AT PALISADES
DATE: April 24, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-SSWR-STEP-ROAD B.dwg
C8.5
35
SEWER 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)
05/01/2025
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
37
MW/SKMH/ABMH
4/29/2025
PERMIT SET
2220348.10
4802 TACOMA MALL BOULEVARD
TACOMA, WA 98409
CONTACT: MATT LEWIS
(888) 627-0013
GARRETTE CUSTOM
HOMES, INC
THE RESERVE AT
PALISADES
A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M,
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
THE RESERVE AT PALISADES
DATE: April 24, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-SSWR-STEP-ROAD B.dwg
C8.6
36
SEWER DETAILS
05/01/2025
25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00
PA
L
I
S
A
D
E
S
S
T
S
E
R
O
A
D
A
10
5
T
H
A
V
E
S
E
SR 507
STA:25+27.83, 16.16' LT
END 10" WATER MAIN
2" BLOW-OFF ASSEMBLY
10" GATE VALVE
STA:25+25.54, 24.81' RT
6" END OF LINE CLEANOUT
STA:29+49.05, 28.02' RT
CONNECT TO EXISTING
6" SEWER MAIN
STA:30+51.22, 15.06' LT
CONNECT TO EXISTING
10" WATER MAIN
38
0
390
38
2
38
4
3
8
6
388
360
354
356
358
36236
4370
3
6
6
368
3
7
0
3
6
8
3
7
2
3
7
4
3
7
6
3
7
8
3
8
0
372
374
376
378
3
8
2
3
8
4
386
388
390
392
360
354
356
358
424 LF 6" PVC SDR-21
520 LF 10" CL52 DIP
355
360
365
370
375
355
360
365
370
375
25+00
FG FG
25+50
FG FG
26+00
FG FG
26+50
FG FG
27+00
FG FG
27+50
FG FG
28+00
FG FG
28+50
FG FG
29+00
FG FG
29+50
FG FG
30+00
FG FG
30+50
FG FG
31+00
FG FG
31+50
FG
EX. 18" STORM
ELEV: 359.09
STA: 25+25.54
ELEV: 364.41 STA: 30+51.22
ELEV: 358.31
STA: 29+49.05
ELEV: 357.58
520 LF 10" CL52 DIP
424 LF 6" PVC SDR-21
3.59'
STA: 25+27.83
ELEV: 366.38
N
GRAPHIC SCALE
0 30 60
1" = 30 FEET
15
1
2
3
4
TEL www.ahbl.comWEBTELwww.ahbl.comWEBTELwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
253.383.2572 FAX
37
MW/SKMH/ABMH
5/1/2025
PERMIT SET
2220348.10
4802 TACOMA MALL BOULEVARD
TACOMA, WA 98409
CONTACT: MATT LEWIS
(888) 627-0013
GARRETTE CUSTOM
HOMES, INC
THE RESERVE AT
PALISADES
A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M,
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
THE RESERVE AT PALISADES
DATE: May 1, 2025 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Site Development\2220348-SH-UTIL-SR507.dwg
C9.1
37
SR 507 UTILITY
EXTENSIONS
SR 507 PROFILE
SCALE: H:1" = 30', V:1" = 7.5'
EXISTING GRADE ELEVATION
AT ROAD CENTERLINE
EXISTING GRADE AT ROAD CENTERLINE
05/01/2025