Plans_Crystal Springs P-PlatCRYSTAL SPRINGS STREET NW26
18
TRACT A
17
12
16
141113
20 19
9
15
23
6
1
2
3
4
10
7
8
25
21
24
TRACT B
5
29
27
CRYSTAL SPRINGS ST NWWOODLAND CT SE
ROAD A
ROAD BROAD C
22
28
30
APN
22719210403
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
9
STKTDSMTL
10/07/2021
PRELIMINARY PLAT
2210633.10
P.O.BOX 73790
PUYALLUP, WA 98373-0790
EVAN MANN
COPPER RIDGE, LLC
CRYSTAL SPRINGS
PRELIMINARY PLAT
A PORTION OF THE NE 1/4 OF THE NW 1/4 OF SEC. 19, TWN. 17 N., RGE. 02 E. W.M.
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
CRYSTAL SPRINGS PRELIMINARY PLAT
APPLICATION #
DATE: October 6, 2021 FILENAME: Q:\2021\2210633\10_CIV\CAD\_P-PLAT\_2210633-SH-COVR.dwg
C0.1
1
COVER SHEET
N
GRAPHIC SCALE
0 50 100
1" = 50 FEET
25
AHBL ENGINEERS, PLANNERS, &
SURVEYORS
2215 NORTH 30TH STREET, SUITE 300
TACOMA, WA 98403
PH. (253) 383-2422
FAX (253) 383-2572
CONTACT: MATT WEBER, P.E.
COPPER RIDGE, LLC
P.O.BOX 73790
PUYALLUP, WA 98403
CONTACT: EVAN MANN
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 DATUM
DEVELOPER
CIVIL ENGINEER
SURVEYOR
CUT = 4,700 CU. YDS
FILL = 1,000 CU. YDS
NET = 3,800 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"=50'
WETLAND DELINEATION
EARTHWORK QUANTITIES
EXISTING DESCRIPTION PROPOSED
CEMENT CONC. PAVEMENT
NATURAL GAS LINE
CONIFER TREE
DECIDUOUS TREE
ASPHALT CONC. PAVEMENT
STANDARD DUTY PAVING
SANITARY SEWER LINE
STORM DRAIN LINE
POWER/TELE. POLE
CHAIN LINK FENCE
FIRE SERVICE
WATER LINE
CONTOURS
WIRE FENCE
WOOD FENCE
WATER METER
WATER VALVE
SIGN
HYDRANT
STORM DRAIN MH
SANITARY SEWER MH
CATCH BASIN
TELEPHONE MH
TELEPHONE RISER
GUY WIRE
LIGHT
W
D
ELEV
D
W
SS
F
ELEV
G
LEGEND
PER CHICAGO TITLE INSURANCE COMPANY ORDER NO.
210046238
PARCEL 3 OF SHORT SUBDIVISION NO. SS-8036, AS RECORDED
NOVEMBER 26, 1991 UNDER AUDITOR'S FILE NO. 9111260271.
IN THURSTON COUNTY, WASHINGTON
APN 22719219493
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.
SHEET INDEX
Sheet Number Sheet Title
C0.1 COVER SHEET
C0.2 EXISTING CONDITIONS
C1.1 PRELIMINARY PLAT MAP
C2.1 CONCEPT ROAD PLAN & PROFILES
C2.2 CONCEPT ROAD PLAN & PROFILES
C3.1 CONCEPT GRADING PLAN
C4.1 CONCEPT STORM PLAN
C5.1 CONCEPT UTILITY PLAN
C6.1 CONCEPT LANDSCAPING, TREE RETENTION & VEGETATION PLANNW RHOTON RDCANALRD SECRYSTAL SPRINGS ST SWCULLENS RD SEC
O
A
T
E
S
A
V
E
NW
RAILWAY RD SE
510
VIEW DR NW
WOODLAND CT SE
SITE
VICINITY MAP
SCALE: 1" = 1,320' (1/4 MILE)
10/06/2021
PARCEL NUMBERS:21725111200 (PARCEL A)
21725111100 (PARCEL B)
ADDRESS:10447 MILL ROAD SE
SITE AREA:295,869 SF (6.79 ACRES)
EXISTING ZONING:R-4, RESIDENTIAL
SITE DATA
22719210403
714 CRYSTAL SPRINGS ROAD
213,366 SF (4.89 AC.)
R-6
:
CRYSTAL SPRINGS ST NWWOODLAND CT SE
BUILDING SETBACKS (TYP.)
22719210404
CITY OF YELM
22719210403
MCLENNAN
JERRY & MELISSA
43390102000
ALMORA
JESUS & LISA
43390100000
CRYSTAL SPRINGS ESTATES HOMEOWNERS
43390100000
CRYSTAL SPRINGS ESTATES HOMEOWNERS
43390101900
BUSSELL, JOSEPH
43390101800
RODRIGUEZ, MARIA
43390101700
BARLOW
BRIDGET M & CINDY R
43390101600
NORIEGA
DAVID E & SAVANNAH
43390101500
STOKLEY, TIMOTHY K
43390101400
STOKLEY, TIMOTHY K
43390100100
SELL
CORTNEY D & RYNE A43390100200
CLAY, GARY
43390100300
SMITH, DAEDRA D
43390100400
FAIRCHILD, JOE
22719240101
YELM COMMUNITY SERVICES
22719240101
YELM COMMUNITY SERVICES
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
9
STKTDSMTL
10/07/2021
PRELIMINARY PLAT
2210633.10
P.O.BOX 73790
PUYALLUP, WA 98373-0790
EVAN MANN
COPPER RIDGE, LLC
CRYSTAL SPRINGS
PRELIMINARY PLAT
A PORTION OF THE NE 1/4 OF THE NW 1/4 OF SEC. 19, TWN. 17 N., RGE. 02 E. W.M.
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
CRYSTAL SPRINGS PRELIMINARY PLAT
APPLICATION #
DATE: October 6, 2021 FILENAME: Q:\2021\2210633\10_CIV\CAD\_P-PLAT\_2210633-SH-EXST-COND.dwg
C0.2
2
EXISTING
CONDITIONS
N
GRAPHIC SCALE
0 40 80
1" = 40 FEET
20
10/06/2021
3736
S.F.
26
4244
S.F.
18
11036
S.F.
TRACT A
3834
S.F.
17
4989
S.F.
12
4007
S.F.
164941
S.F.
14
5266
S.F.
11
4965
S.F.
13
4010
S.F.
20
4439
S.F.
19
3600
S.F.
9
4573
S.F.
15
3706
S.F.
23
3600
S.F.
6
5023
S.F.
1
3600
S.F.
2
3600
S.F.
3
3600
S.F.
4
5466
S.F.
10
3600
S.F.
7
3600
S.F.
8
4717
S.F.
25
5421
S.F.
21
3652
S.F.
24
4926
S.F.
TRACT B3600
S.F.
5
4209
S.F.
29
4253
S.F.
27
37.87'3 2 .24'69.23'55.00'90.00'
90.00'40.00'40.00'90.00'40.00'40.00'90.00'40.00'40.00'90.00'40.00'40.00'90.00'40.00'40.00'90.00'40.00'40.00'90.00'40.00'40.00'90.00'40.00'40.00'
70.55'
30.
8
9'40.97'62.81'125.07'42.01'125.70'42.03'40.02'124.46'40.00'123.86'40.00'
40.02'
40.02'123.25'40.00'
22.79'18.60'18.22'102.36'40.00'
40.34'98.04'40.00'
40.34'93.73'40.00'
48.50'88.51'45.00'
23.1
9
'
42.32'42.32'31.94 '42.74'40.00'40.00'52.60'36.00'148.98'30.59'
24.22'
40.00'565.06'40.00'373.36'58.02'50.00'0.88'6 8.03'42.27'25.32
'40.00'2.02'96.64'147.22'40.00'38.59'29.06'94.74'
93.32'
91.99'1.44'40.03'90.59'52.64'88.75'92.70'40.02'
22.64'
2
4
.
5
8
'110.11'40.00'104.52'40.02'
40.00'103.12'40.02'
78.0
5'
25.00'21.21'5.00'
47.47'CRYSTAL SPRINGS ST NWWOODLAND CT SE
0+00 1+00 2+00 3+00 3+81
11+0012+0013+0014+0020+00 21+00 22+00 23+00 24+00 25+00 25+65
ROAD A
ROAD BROAD C N1° 06' 14"W537.63'S88° 44' 20"E
624.99'
17.00'
23.00'
31.50'
26.50'
31.50'
26.50'
3761
S.F.
22
40.00'40.03'R50.00'
BUILDING SETBACKS (TYP.)
BUILDING
SETBACKS (TYP.)
58.00'
40.00'
58.00'N88° 53' 46"E
55.33'
S89° 36' 30"E
325.91'
S88° 44' 20"E
624.99'
10.00' UTILITY EASEMENT (TYP.)
10.00' UTILITY EASEMENT (TYP.)
22719210404
CITY OF YELM
4725
S.F.
28
4153
S.F.
30
105.91'25.46'112.53'19.8
7'
24.16'
22719210403
MCLENNAN
JERRY & MELISSA
43390102000
ALMORA
JESUS & LISA
43390100000
CRYSTAL SPRINGS ESTATES HOMEOWNERS
43390100000
CRYSTAL SPRINGS ESTATES HOMEOWNERS
43390101900
BUSSELL, JOSEPH
43390101800
RODRIGUEZ, MARIA
43390101700
BARLOW
BRIDGET M & CINDY R
43390101600
NORIEGA
DAVID E & SAVANNAH
43390101500
STOKLEY, TIMOTHY K
43390101400
STOKLEY, TIMOTHY K
43390100100
SELL
CORTNEY D & RYNE A43390100200
CLAY, GARY
43390100300
SMITH, DAEDRA D
43390100400
FAIRCHILD, JOE
22719240101
YELM COMMUNITY SERVICES
22719240101
YELM COMMUNITY SERVICES
22719210900
PADGETT, VERN L
22719210600
ARNOLD, RICHARD J & MARIA C
22719210204
TIETJEN, MATTHEW R & JENNIFER M
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
9
STKTDSMTL
10/07/2021
PRELIMINARY PLAT
2210633.10
P.O.BOX 73790
PUYALLUP, WA 98373-0790
EVAN MANN
COPPER RIDGE, LLC
CRYSTAL SPRINGS
PRELIMINARY PLAT
A PORTION OF THE NE 1/4 OF THE NW 1/4 OF SEC. 19, TWN. 17 N., RGE. 02 E. W.M.
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
CRYSTAL SPRINGS PRELIMINARY PLAT
APPLICATION #
DATE: October 6, 2021 FILENAME: Q:\2021\2210633\10_CIV\CAD\_P-PLAT\_2210633-SH-PLAT.dwg
C1.1
3
PRELIMINARY
PLAT MAP
N
GRAPHIC SCALE
0 40 80
1" = 40 FEET
20
STATISTICAL BREAKDOWN
ITEM DESCRIPTION OR AREA
SQUARE FEET ACRES
SITE AREA 213,366
CRITICAL AREAS
PROPOSED ONSITE ROAD ROW
GROSS DEVELOPMENT AREA
EXISTING & PROPOSED ZONING:
0
70,515
213,366
R-6, RESIDENTIAL
MAXIMUM DENSITY (6 DU/ACRE)
TOTAL NO. OF LOTS PROPOSED (SINGLE FAMILY)
LARGEST LOT AREA (LOT 21)
SMALLEST LOT AREA (LOTS 2, 3, 4, 5, 6, 7, 8, AND 9)
AVERAGE LOT AREA
TOTAL IMPERVIOUS SURFACE (57.10%)
ROAD
ROOF AREA (1,500 SF x 8 UNITS, 2,500 SF x 22 UNITS)
4.89
0.00
30
1.61
4.89
29.34 (USE 30)
5,421
3,600
0.12
0.08
4,229 0.09
0.91
15,000 0.34
121,843 2.79
39,843
67,000 1.53
TRACT IDENTIFICATION
SQUARE FEET ACRES
11,036
4,926
0.25
0.11
ITEM
TRACT 'B' - SHARED ACCESS FACILITY
TRACT 'A' - OPEN SPACE/STORM
DRIVEWAYS (500 SF x 30 UNITS)
LOT SETBACKS - SINGLE FAMILY
FRONT YARD 15 FT
SIDE YARD 5 FT
15 FT (CORNER LOT)
REAR YARD 25 FT
OPEN SPACE 11,036 0.25
10/06/2021
14+0031.50'
26.50'
R50.00'A
C2.2
ss
s sssssss
ssssINFLECTION POINT
STA:0+55.33, 0.00'33733833934034033
9 33
8
339
3383373383373363
38
337
336
WOODLAND CT SE
0+00 1+00 2+00 3+00 3+81ROAD A
ROAD B1817
12
16
141113
19
15
10 21 11+0020+00 21+00 22+00 23+00 24+00 25+00 25+65
17.00'
23.00'
A
C2.1 ss333334335 336
337 337CRYSTAL SPRINGS ST NWROAD C ROAD BTRACT A
1
2
330
335
340
345
350
355
360
330
335
340
345
350
355
360
0+00FG FG0+50FG 336.85FG 337.981+00FG 338.08FG 338.371+50FG 338.42FG 338.562+00FG 338.98FG 339.232+50FG 338.97FG 338.523+00FG 338.25FG 337.613+50FG 337.19FG 336.020.50%
2.64%
2.57%
BEGIN ROAD A: 0+35.09
ELEV: 336.018
END ROAD A: 3+78.03
ELEV: 335.957
PVI: 335.87
PVI STA: 0+64.54
K: 17.00
52' VC
BVCS: 0+38.42BVCE: 336.00EVCS: 0+90.67EVCE: 336.54LOW PT: 0+46.92ELEV: 335.98PVI: 340.00
PVI STA: 2+25.00
K: 28.76
150' VC
BVCS: 1+50.00BVCE: 338.07EVCS: 3+00.00EVCE: 338.02HI PT: 2+24.02ELEV: 339.02EXISTING ELEVATION AT
CONSTRUCTION CENTERLINE
PROPOSED ELEVATION AT
CONSTRUCTION CENTERLINE
PROPOSED GRADE AT
CONSTRUCTION CENTERLINE
EXISTING GRADE AT
CONSTRUCTION CENTERLINE
330
335
340
345
350
355
360
330
335
340
345
350
355
360
19+50FG 331.89FG 332.9720+00FG 332.70FG 333.9320+50FG 335.17FG 335.4721+00FG 335.44FG 334.9121+50FG 334.81FG 334.9322+00FG 334.95FG 335.1522+50FG 335.28FG 335.4223+00FG 335.51FG 335.6123+50FG 335.89FG 336.2824+00FG 336.36FG 337.0124+50FG 336.93FG 337.3825+00FG 337.60FG 337.7825+50FG 338.022.05%3.00%
0.80%
BEGIN ROAD C: 19+88.71
ELEV: 332.680
END ROAD C: 25+59.99
ELEV: 338.079
PVI: 331.68
PVI STA: 20+37.49
K: 17.00
86' VC
BVCS: 19+94.60BVCE: 332.56EVCS: 20+80.39EVCE: 332.97LOW PT: 20+29.39ELEV: 332.20PVI: 334.71
PVI STA: 21+38.39
K: 45.44
100' VC
BVCS: 20+88.39BVCE: 333.21EVCS: 21+88.39EVCE: 335.11EXISTING ELEVATION AT
CONSTRUCTION CENTERLINE
PROPOSED ELEVATION AT
CONSTRUCTION CENTERLINE
PROPOSED GRADE AT
CONSTRUCTION CENTERLINE
EXISTING GRADE AT
CONSTRUCTION CENTERLINE
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
9
STKTDSMTL
10/07/2021
PRELIMINARY PLAT
2210633.10
P.O.BOX 73790
PUYALLUP, WA 98373-0790
EVAN MANN
COPPER RIDGE, LLC
CRYSTAL SPRINGS
PRELIMINARY PLAT
A PORTION OF THE NE 1/4 OF THE NW 1/4 OF SEC. 19, TWN. 17 N., RGE. 02 E. W.M.
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
CRYSTAL SPRINGS PRELIMINARY PLAT
APPLICATION #
DATE: October 6, 2021 FILENAME: Q:\2021\2210633\10_CIV\CAD\_P-PLAT\_2210633-SH-ROAD.dwg
C2.1
4
CONCEPT ROAD
PLAN & PROFILES
N
GRAPHIC SCALE
0 50 100
1" = 50 FEET
25
A LOCAL ACCESS RESIDENTIAL
NOT TO SCALE
CL PROFILE GRADE
0.17' HMA CI. 1/2" PG 64-22
0.17' CSTC
0.67' GRAVEL BASE
COMPACTED SUBGRADE
2%
2%2%2%
2%
40' RIGHT OF WAY
CL OF ROWCONSTRUCTION CLCEMENT CONCRETE
SIDEWALK PER YELM
DETAIL 2-11
CEMENT CONCRETE ROLLED CURB
AND GUTTER PER YELM DETAIL 2-13ROWROW20' RIGHT OF WAY20' RIGHT OF WAY
3.0'
11.0'FLOW LINE1'BACK OF CURB5'
LANDSCAPE
11.0'FLOW LINE1'BACK OF CURB5'
LANDSCAPE
ROAD A
SCALE: H:1"=50', V:1"=5'
ROAD C
SCALE: H:1"=50', V:1"=5'
N
GRAPHIC SCALE
0 50 100
1" = 50 FEET
25
5'
SIDEWALK
1'
10/06/2021
TRACT A
12
16
14
11
13
9
15
23
61234 1078
25 2124
5 1+002+003+0011+00 12+00 13+00 14+0024+0025+00ROAD AROAD C22
30
ROAD B
TRACT Bssssssssssssssssss
sssss33
7
337336337
33
7 3383
3
7
3
3
6
337
338
339
340
340
339338338337A
C2.2
330
335
340
345
350
355
360
330
335
340
345
350
355
360
10+00FG 337.53FG 337.0810+50FG 336.90FG 336.7811+00FG 336.65FG 336.5311+50FG 336.44FG 336.4212+00FG 336.47FG 336.5912+50FG 336.74FG 336.9013+00FG 337.05FG 337.2113+50FG 337.36FG 337.5214+00FG 337.67FG 337.8314+50FG 337.98FG 338.2615+00FG0.50%
0.62%2.00%
2.00%
INTERSECTION WITH ROAD C
BEGIN ROAD B: 10+00.00
ELEV: 337.530
INTERSECTION WITH ROAD A
BEING ROAD B: 14+89.10
ELEV: 338.540
PVI: 337.02
PVI STA: 10+25.34
K: 17.00
26' VC
BVCS: 10+12.58BVCE: 337.28EVCS: 10+38.11EVCE: 336.96PVI: 338.08
PVI STA: 14+66.30
K: 17.00
23' VC
BVCS: 14+54.57BVCE: 338.01EVCS: 14+78.03EVCE: 338.32PVI: 336.28
PVI STA: 11+74.97
K: 89.43
100' VC
BVCS: 11+24.97BVCE: 336.53EVCS: 12+24.97EVCE: 336.59LOW PT: 11+69.52ELEV: 336.42EXISTING ELEVATION AT
CONSTRUCTION CENTERLINE
PROPOSED ELEVATION AT
CONSTRUCTION CENTERLINE
PROPOSED GRADE AT
CONSTRUCTION CENTERLINE
EXISTING GRADE AT
CONSTRUCTION CENTERLINE
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
9
STKTDSMTL
10/07/2021
PRELIMINARY PLAT
2210633.10
P.O.BOX 73790
PUYALLUP, WA 98373-0790
EVAN MANN
COPPER RIDGE, LLC
CRYSTAL SPRINGS
PRELIMINARY PLAT
A PORTION OF THE NE 1/4 OF THE NW 1/4 OF SEC. 19, TWN. 17 N., RGE. 02 E. W.M.
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
CRYSTAL SPRINGS PRELIMINARY PLAT
APPLICATION #
DATE: October 6, 2021 FILENAME: Q:\2021\2210633\10_CIV\CAD\_P-PLAT\_2210633-SH-ROAD 2.dwg
C2.2
5
CONCEPT ROAD
PLAN & PROFILESNGRAPHIC SCALE
0 50 100
1" = 50 FEET
25
A LOCAL ACCESS RESIDENTIAL
NOT TO SCALE
CL PROFILE GRADE
0.17' HMA CI. 1/2" PG 64-22
0.17' CSTC
0.67' GRAVEL BASE
COMPACTED SUBGRADE
2%
2%2%2%
2%
58' RIGHT OF WAY
CL OF ROWCONSTRUCTION CLCEMENT CONCRETE
SIDEWALK PER YELM
DETAIL 2-11
CEMENT CONCRETE ROLLED CURB
AND GUTTER PER YELM DETAIL 2-13ROW ROW29' RIGHT OF WAY29' RIGHT OF WAY
2.5'
18.5'FLOW LINE1'BACK OF CURB6'
LANDSCAPE
5'
SIDEWALK
1'18.5'FLOW LINE1'BACK OF CURB6'
LANDSCAPE
1'
ROAD B
SCALE: H:1"=50', V:1"=5'
10/06/2021
CRYSTAL SPRINGS STREET NW26
18
TRACT A
171216141113
20
19
9
15
23
6
1
2
3
4
10
7
8
25
21
24
TRACT B
5
29
27
CRYSTAL SPRINGS ST NWWOODLAND CT SE
ROAD A
ROAD BROAD C
22
APN
22719210404
CITY OF YELM
28
30337338 3383373363
3
8
3
37
338337337338337
337337336335334333 337336337338339340340339338337339
338
APN
22719210403
PAD:
335.79
PAD:
336.78
PAD:
337.80 PAD:
338.46
PAD:
338.56
PAD:
338.11
PAD:
337.15
PAD:
336.03
PAD:
337.47
PAD:
337.13
PAD:
336.89
PAD:
336.64
PAD:
336.39
PAD:
336.14
PAD:
335.99
PAD:
336.02
PAD:
336.20
PAD:
336.46
PAD:
336.32
PAD:
336.61
PAD:
336.86
PAD:
337.11
PAD:
337.46
PAD:
337.83
PAD:
336.86
PAD:
337.66
PAD:
338.00
PAD:
338.15
PAD:
337.68
PAD:
336.89
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
9
STKTDSMTL
10/07/2021
PRELIMINARY PLAT
2210633.10
P.O.BOX 73790
PUYALLUP, WA 98373-0790
EVAN MANN
COPPER RIDGE, LLC
CRYSTAL SPRINGS
PRELIMINARY PLAT
A PORTION OF THE NE 1/4 OF THE NW 1/4 OF SEC. 19, TWN. 17 N., RGE. 02 E. W.M.
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
CRYSTAL SPRINGS PRELIMINARY PLAT
APPLICATION #
DATE: October 6, 2021 FILENAME: Q:\2021\2210633\10_CIV\CAD\_P-PLAT\_2210633-SH-GRAD.dwg
C3.1
6
CONCEPT
GRADING PLAN
N
GRAPHIC SCALE
0 40 80
1" = 40 FEET
20
CUT = 4,700 CU. YDS
FILL = 1,000 CU. YDS
NET = 3,800 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
10/06/2021
CRYSTAL SPRINGS STREET NW26
18
TRACT A
17
12
16
141113
20
19
9
15
23
6
1
2
3
4
10
7
8
25
21
24
TRACT B5
29
27
22
APN
22719210404
CITY OF YELM
28
30
ss
s sssssss
sss
s
sssssss
sssssssss(STORMFILTER)
50LF 12" PERF CPEP
(MAINTENANCE ACCESS)
62LF 12" PERF. CPEP
10' O.C.337337
335334333 336
337 337337337
3
3
6
3
3
7
338
336 3373383
3
8 337336337336337338339340340339338337338
339
CRYSTAL SPRINGS ST NWWOODLAND CT SE
ROAD A
ROAD BROAD C
CB #13
RIM: 331.98
CB #14
RIM: 331.98
CB #15
RIM: 332.10 CB #16
RIM: 332.90
CB #9
RIM: 336.28
CB #10
RIM: 336.28
CB #8
RIM: 337.51
CB #7
RIM: 336.04
CB #6
RIM: 336.04
CB #17
RIM: 335.44
CB #11
RIM: 336.02
CB #12
RIM: 336.11
CO #1
RIM: 336.23
CO #2
RIM: 336.93
CO #3
RIM: 336.77
CB #5
RIM: 338.28
CB #2
RIM: 335.60
CB #1
RIM: 335.60
CB #3
RIM: 335.61
CB #4
RIM: 335.66
APN
22719210403
CB #18
RIM: 337.40
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
9
STKTDSMTL
10/07/2021
PRELIMINARY PLAT
2210633.10
P.O.BOX 73790
PUYALLUP, WA 98373-0790
EVAN MANN
COPPER RIDGE, LLC
CRYSTAL SPRINGS
PRELIMINARY PLAT
A PORTION OF THE NE 1/4 OF THE NW 1/4 OF SEC. 19, TWN. 17 N., RGE. 02 E. W.M.
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
CRYSTAL SPRINGS PRELIMINARY PLAT
APPLICATION #
DATE: October 6, 2021 FILENAME: Q:\2021\2210633\10_CIV\CAD\_P-PLAT\_2210633-SH-STRM.dwg
C4.1
7
CONCEPT STORM
PLAN
N
GRAPHIC SCALE
0 40 80
1" = 40 FEET
20
PROPOSED 250 SF X 4FT
DEEP INFILTRATION TRENCH
PROPOSED 1,240 SF X 4FT
DEEP INFILTRATION
TRENCH
12" CPEP
STORM PIPE (TYP)
ROOF RUNOFF NOTE
ROOF RUNOFF WILL BE INFILTRATED WITHIN
THE PRIVATE SYSTEM LOCATED ON EACH LOT
10/06/2021
CRYSTAL SPRINGS STREET NW26
18
TRACT A
17
12
16
141113
20
19
9
15
23
6
1
2
3
4
10
7
8
25
21
24
TRACT B5
29
27
CRYSTAL SPRINGS ST NWWOODLAND CT SE
ROAD A
ROAD BROAD C
22
APN
22719210404
CITY OF YELM
28
30
ss
s sssssss
sss
s
sssssss
sssssssssPROPOSED INFILTRATION
TRENCH
PROPOSED
INFILTRATION
TRENCH
PROPOSED 8" C900 PVC
WATER MAIN (TYP)
PROPOSED 6" C900
PVC WATER MAIN
PROPOSED 2" PVC
STEP MAIN (TYP)DOUBLE SEWER
SERVICE CONNECTION
(TYP)
DOUBLE WATER
SERVICE CONNECTION
(TYP)
CONNECT TO EXISTING 12"
C900 PVC MAIN
SINGLE WATER
SERVICE CONNECTION
(TYP)
CONNECT TO EXISTING
2" PVC STEP MAIN
CONNECT TO EXISTING
4" C900 PVC WATER MAIN
PROPOSED FIRE
HYDRANT
PROPOSED FIRE
HYDRANT
SINGLE SEWER
SERVICE CONNECTION (TYP)
N88° 44' 33"W
184.89'
N1° 29' 56"E
18.60'
N83° 28' 02"W
147.41'N0° 53' 46"E509.25'N53° 44' 31"E
97.92'
N1° 15' 40"E
45.00'
N88° 44' 20"W
565.06'S1° 06' 14"E621.53'N88° 44' 20"W
373.36'
N46° 15' 40"E
21.21'
S88° 44' 20"E
25.00'
APN
22719210403
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
9
STKTDSMTL
10/07/2021
PRELIMINARY PLAT
2210633.10
P.O.BOX 73790
PUYALLUP, WA 98373-0790
EVAN MANN
COPPER RIDGE, LLC
CRYSTAL SPRINGS
PRELIMINARY PLAT
A PORTION OF THE NE 1/4 OF THE NW 1/4 OF SEC. 19, TWN. 17 N., RGE. 02 E. W.M.
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
CRYSTAL SPRINGS PRELIMINARY PLAT
APPLICATION #
DATE: October 6, 2021 FILENAME: Q:\2021\2210633\10_CIV\CAD\_P-PLAT\_2210633-SH-UTIL.dwg
C5.1
8
CONCEPT UTILITY
PLAN
N
GRAPHIC SCALE
0 40 80
1" = 40 FEET
20
EXISTING 12"
PVC WATER MAIN
10.00'
UTILITY
EASEMENT
(TYP)
10/06/2021
CRYSTAL SPRINGS STREET NWCRYSTAL SPRINGS ST NWWOODLAND CT SE
ROAD A
ROAD BROAD C
APN
22719210404
CITY OF YELM
STREETSCAPE TREES -
18.55.020 (C)
1 PER 35' O.C.
PLACEMENT ADJUSTED FOR
UTILITIES AND STREET LIGHTS
STREETSCAPE TREES -
18.55.020 (C)
1 PER 35' O.C.
PLACEMENT ADJUSTED FOR
UTILITIES AND STREET LIGHTS
STREETSCAPE TREES -
18.55.020 (C)
1 PER 35' O.C.
PLACEMENT ADJUSTED FOR
UTILITIES AND STREET LIGHTS
TYPE II 6' SOLID BOARD FENCE
AROUND PERIMETER OF SITE
1
1
2
3
4
7
5 6
8
9
10
11
12 13 14 15
16
19
17
18
20
21
22
23
24
2526
27
28
29
3031
3233
39
35 34363738
404142
48
47
46 45
44
43
1
2
3
APN
22719210403
26
18
TRACT A
171216
141113
27
22
25
21
24
TRACT B
9
15
23
20
19
5
29
6
1
2
3
4
10
7
8
28
30
1
2
3
4
TEL FAX www.ahbl.comWEBTELFAXwww.ahbl.comWEBTELFAXwww.ahbl.comWEB
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB
TACOMA SEATTLE SPOKANE TRI-CITIES
Know what's below.
before you dig.Call
R
9
STKTDSMTL
10/07/2021
PRELIMINARY PLAT
2210633.10
P.O.BOX 73790
PUYALLUP, WA 98373-0790
EVAN MANN
COPPER RIDGE, LLC
CRYSTAL SPRINGS
PRELIMINARY PLAT
A PORTION OF THE NE 1/4 OF THE NW 1/4 OF SEC. 19, TWN. 17 N., RGE. 02 E. W.M.
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
CRYSTAL SPRINGS PRELIMINARY PLAT
APPLICATION #
DATE: October 6, 2021 FILENAME: Q:\2021\2210633\10_CIV\CAD\_P-PLAT\_2210633-SH-TREE.dwg
C6.1
9
CONCEPT
LANDSCAPING, TREE
RETENTION &
VEGETATION PLAN
N
GRAPHIC SCALE
0 40 80
1" = 40 FEET
20
NOTE
FINAL LANDSCAPE, TREE RETENTION AND VEGETATION PLAN TO
BE PREPARED BY A LICENSED LANDSCAPE ARCHITECT AND
SUBMITTED TO THE CITY OF YELM FOR APPROVAL PRIOR TO THE
ISSUANCE OF SITE DEVELOPMENT PERMIT
TYPE II 6' SOLID BOARD FENCE
AROUND PERIMETER OF SITE
TOTAL EXISTING TREES: 54
TOTAL REMOVED TREES:
TOTAL RETAINED TREES:
TOTAL REPLACEMENT TREES NEEDED:51
3
51
STREETSCAPE
1.PURPOSE: STREETSCAPE LANDSCAPING IS INTENDED TO
PROVIDE VISUAL RELIEF WHERE CLEAR SIGHT IS DESIRED.
THIS LANDSCAPING IS UTILIZED ALONG PEDESTRIAN
CORRIDORS AND WALKS FOR SEPARATION OF PEDSTRIANS
FROM STREET AND PARKING AREAS WHILE PROVIDING AN
ATTRACTIVE SETTLING AND OVERSTORY CANOPY.
2.WHEN REQUIRED: STREETSCAPE LANDSCAPING IS
REQUIRED AS PART OF STREET FRONTAGE IMPROVEMENTS.
3.DESCRIPTION:
a.THIS TYPE OF LANDSCAPING CONSISTS OF STREET TREES
FOR A LARGE OVERSTORY CANOPY ALONG STREETS AND
PEDESTRIAN CORRIDORS AND APPROVED VEGETATION FOR
GROUNDCOVER.
b.STREET TREES SHALL BE CHOSEN FROM A STREET TREE
LIST AS ADOPTED BY THE YELM TREE ADVISORY BOARD.
DECORATIVE PROTECTION MAY BE PLACED AROUND THE
TREES.
c.GROUNDCOVER SHALL BE A MINIMUM FOUR-INCH POTS
SPACED 18 TO 20 INCHES ON CENTER OR ONE-GALLON POTS
AT 20 INCHES ON CENTER. LOW GROWTH SHRUBS SHALL BE
ONE-GALLON POTS AT THREE FEET ON CENTER. SHRUBS
SHALL BE 18 TO 24 INCHES IN HEIGHT AT FIVE FEET ON
CENTER OR THREE-GALLON POT AT FIVE FEET ON CENTER.
d.EARTHEN BERMS WITH GRASS OR OTHER VEGETATIVE
GROUNDCOVER AND OTHER DESIGN FEATURES MAY BE
WORKED INTO LANDSCAPING PROVIDED THE RESULTANT
EFFECT OF PROVIDING A PEDESTRIAN-FRIENDLY
ENVIRONMENT AND VISUAL RELIEF WHERE CLEAR SITE IS
REQUIRED CAN BE ACHIEVED.
e.THE MINIMUM WIDTH FOR STREETSCAPE LANDSCAPING
SHALL BE SIX FEET TO PROVIDE ROOTING AREA FOR LARGE
STREET TREES AND TO PROVIDE ADEQUATE STREETSCAPE.
A FOUR-FOOT WIDTH MAY BE USED THROUGH PARKING
AREA PEDESTRIAN WALKS WHERE ACCENT TREES ARE
USED AND LESS WIDTH IS REQUIRED.
f.PLANTING THEME SHALL BE A RATIO OF THREE STREET
TREES TO ONE ACCENT TREE.
g.TREES SHALL BE SPACED 35 FEET ON CENTER STARTING 15
FEET FROM THE PROPERTY LINE. TREE SPACING MAY BE
ADJUSTED TO ALLOW UNOBSTRUCTED SIGHT DISTANCE ON
EITHER SIDE OF A DRIVEWAY AND AT STREET
INTERSECTIONS. TREE SPACING MAY ALSO BE ADJUSTED
WHEN IN CONFLICT WITH LUMINAIRE POLES.
6' SOLID BOARD FENCE DETAIL
NOT TO SCALE
10/06/2021