The Reserve at Palisades P-PlatROAD A
RO
A
D
B
RO
A
D
A
S
R
5
0
7
TRACT F
TR
A
C
T
C
TR
A
C
T
B
TR
A
C
T
D
TRACT E
TRACT A
PALISA
D
E
S
S
T
S
E
PA
L
I
S
A
D
E
S
S
T
S
E
1589101112614 16
23
30
2829 27
19
17
18
22
32 31
26 25
21 20
36
7
5
2
1
39
38
37
24
4
3
33
35 34
13
APN 67110000003
APN
67110001700
APN
67110001600
APN 67110001600
PALISADES WEST
PALISADES WEST
APN 21725240402
APN 21725240400
APN 67110002400
APN 67110000002
AP
N
6
7
1
1
0
0
0
0
0
0
4
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
9
MW/SKMH/ABMH
9/3/2024
PRELIMINARY
PLAT
2220348.10
4802 TACOMA MALL BOULEVARD
TACOMA, WA 98409
CONTACT: MATT LEWIS
(888) 627-0013
GARRETTE CUSTOM
HOMES, INC
THE RESERVE AT
PALISADES
PRELIMINARY PLAT
A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M,
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
THE RESERVE AT PALISADES PRELIMINARY PLAT
PROJECT# LD 2024.XXXX
DATE: September 3, 2024 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Preliminary Plat\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 = 24,00 CU. YDS
FILL = 16,000 CU. YDS
NET = 8,000 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
SHEET INDEX
PAGE SHEET DESCRIPTION
1 C0.1 COVER SHEET
2 C0.2 EXISTING CONDITIONS
3 C1.1 PLAT MAP
4 C2.1 ROAD A PLAN AND PROFILE
5 C2.2 ROAD B PLAN AND PROFILE
6 C3.1 CONCEPTUAL GRADING PLAN
7 C4.1 CONCEPTUAL STORM PLAN
8 C5.1 CONCEPTUAL UTILITY PLAN
9 C6.1 CONCEPTUAL LANDSCAPE PLAN
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
09/03/2024
P
A
L
I
S
A
D
E
S
S
T
S
E
PALISADES WEST
PALISADES WEST
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
9
MW/SKMH/ABMH
9/3/2024
PRELIMINARY
PLAT
2220348.10
4802 TACOMA MALL BOULEVARD
TACOMA, WA 98409
CONTACT: MATT LEWIS
(888) 627-0013
GARRETTE CUSTOM
HOMES, INC
THE RESERVE AT
PALISADES
PRELIMINARY PLAT
A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M,
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
THE RESERVE AT PALISADES PRELIMINARY PLAT
PROJECT# LD 2024.XXXX
DATE: September 3, 2024 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Preliminary Plat\2220348-SH-SURV.dwg
C0.2
2
EXISTING
CONDITIONS
09/03/2024
ROAD A
RO
A
D
B
60
.
0
0
'
104.15'
37.87'
23.58'
91.48'
60
.
0
0
'
104.61'
46
.
8
9
'
13.12
'
60
.
0
0
'
104.57'
60
.
0
0
'
60
.
0
0
'
104.53'
60
.
0
0
'
104.49'
60
.
2
6
'
60
.
0
0
'
65.00'
10
9
.
6
0
'
44.92'
3
1
.
5
0'
89
.
6
3
'
65.00'
10
9
.
4
8
'
65.00'
65.00'
10
9
.
3
6
'
65.00'
65.00'
10
9
.
2
5
'
65.00'
65.00'
10
9
.
1
3
'
65.00'
65.00'
10
9
.
0
2
'
65.00'
65.00'
10
8
.
9
0
'
65.00'
65.00'
10
8
.
7
8
'
65.00'
65.00'
10
8
.
6
7
'
65.00'
65.00'
10
8
.
5
5
'
65.00'
65.00'
10
8
.
4
3
'
65.00'
65
.
0
0
'
108.59'34.
5
6
'
43
.
0
0
'
130.59'
50
.
0
0
'
50
.
0
0
'
130.59'
24
.
5
0
'
50
.
0
0
'
122.00'
2
6
.
9
0
'
73
.
0
2
'
147.59'
87
.
7
2
'
20.0
0
'
32
.
1
0
'
20
.
0
0
'
121.00'
67
.
5
4
'
94.00'
34
.
5
0
'
65
.
0
0
'
39.00'65.00'
10
5
.
0
0
'
10
5
.
0
0
'
65.00'
10
5
.
0
0
'
65.00'
26.10'
11
2
.
4
4
'
33.88'
20
.
0
0
'
60.00'60.00'
67
.
3
3
'
65
.
0
0
'
60.00'
20
.
0
0
'
10
5
.
0
0
'
10
5
.
0
0
'
60.00'
10
5
.
0
0
'
50.00'
50.00'
10
5
.
0
0
'
60.00'
60.00'
25
.
0
0
'
100.00'
4
1
.
2
3
'
127.00'
96
.
5
7
'
20.0
0
'
100.00'
41
.
2
3
'
20
.
0
0
'
127.00'
57
.
9
3
'
8.
9
4
'
19
.
0
0
'
50.00'60.00'
25
.
0
0
'
46
.
0
0
'
10
5
.
0
0
'
60.00'
10
5
.
0
0
'
50.00'
40
.
0
0
'
65
.
0
0
'
105.02'
44
.
6
4
'
31.3 3 '
84.81'
113.84'
59.84'
120.46'
120.76'
58
.
2
3
'
55.51'
56.00'
58
.
6
2
'
4
3.85'
56.00'
10.08'
1
2
2
.
5
2
'
21
6
.
1
2
'
56.00'
34.00'34.00'
34.00'
56.00'
ROW
56.00'
ROW
10.00' UTILITY EASEMENT (TYP.)
10.00' UTILITY EASEMENT (TYP.)
BUILDING SETBACK LINES (TYP.)
7060
S.F.
157112
S.F.
8
22927
S.F.
TRACT F
STORM
7105
S.F.
9
7097
S.F.
10
7090
S.F.
11
7082
S.F.
127041
S.F.
6
7067
S.F.
14
7052
S.F.
16
4242
S.F.
TRACT C
PRIVATE ROAD4599
S.F.
TRACT B
PRIVATE ROAD
6825
S.F.
23
6950
S.F.
30
5250
S.F.
28
6300
S.F.
29
6300
S.F.
27
6419
S.F.
19
8385
S.F.
17
6530
S.F.
18
4922
S.F.
TRACT D
PRIVATE ROAD
6607
S.F.
22
9298
S.F.
32
9327
S.F.
31
7943
S.F.
26
7272
S.F.
25
8767
S.F.
21
11213
S.F.
20
6708
S.F.
36
22388
S.F.
TRACT E
RECREATION /
OPEN SPACE
7120
S.F.
7
6284
S.F.
5
6276
S.F.
2
5917
S.F.
1
80142
S.F.
ROW
7005
S.F.
39
6512
S.F.
38
6368
S.F.
37
6830
S.F.
24
6273
S.F.
4
6276
S.F.
3
8989
S.F.
TRACT A
RECREATION /
OPEN SPACE
6950
S.F.
33
5250
S.F.
35
6300
S.F.
34
7075
S.F.
13
15.00'
15.00'
5.00'
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
0+
0
0
1+
0
0
2+
0
0
3+
0
0
4+
0
0
4+
1
5
S8
8
°
2
1
'
1
9
"
E
22
7
.
2
1
'
L=5
4.8
8
'
R=200.07'
Δ=15°42'5
9
"
L
=5
4.73'
R
=
2
0
0
.0
0
'
Δ
=
15
°
4
0'46"
S88° 18' 03"E
77.71'
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
N1° 24' 07"E
758.20'
L=78.5
4
'
R
=
5
0
.
0
0
'
Δ=
9
0
°
0
0
'
0
0
"
S8
8
°
3
5
'
5
3
"
E
24
3
.
9
6
'
ROAD A STA: 7+00 =
ROAD B STA: 1+35.34
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
9
MW/SKMH/ABMH
9/3/2024
PRELIMINARY
PLAT
2220348.10
4802 TACOMA MALL BOULEVARD
TACOMA, WA 98409
CONTACT: MATT LEWIS
(888) 627-0013
GARRETTE CUSTOM
HOMES, INC
THE RESERVE AT
PALISADES
PRELIMINARY PLAT
A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M,
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
THE RESERVE AT PALISADES PRELIMINARY PLAT
PROJECT# LD 2024.XXXX
DATE: September 3, 2024 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Preliminary Plat\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 8,989 0.206
TRACT 'B' - PRIVATE ROAD 4,599 0.105
TRACT 'C' - PRIVATE ROAD 4,242 0.097
TRACT 'D' - PRIVATE ROAD 4,922 0.112
TRACT 'E' - RECREATION / OPEN SPACE 22,388 0.514
TRACT 'F' - 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 (LOTS 28 & 35)
AVERAGE LOT AREA
9.70
0.00
39
1.835
38.79 (USE 39)
11,213
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
09/03/2024
CB 1ROAD A MATCH EXISTING ROAD STA:17+73.28
CB 14 CB 13
CB 12
CB 11
CB 9
CB 10
CB 7
CB 8
CB 6
CB 4
CB 5
CB 3
CB 2
39
2
39
4
39
6
40
2
420
418
422
420
418
422
4
2
2
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
2414416
39
0
38
2
38
4
38
6
38
8
39
2
39
4
392
394394
4
0
0
4
0
2
39
6
396
39
840
4
40
6
4
1
0
40
8
412
414
414
41
4
41
6
416
41
6
420
41
8
4
2
2
420
4
2
0
416
418
1+
0
0
2+
0
0
3+
0
0
4+
0
0
4+
1
5
ROAD A
RO
A
D
B
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
+
9
6
N1° 24' 07"E
753.20'
S8
8
°
3
5
'
5
3
"
E
26
4
.
1
2
'
Δ=90°00'00"
R=50.00'
L=78.54'
1
C2.2
36
0
370
3
8
0
3
5
2
3
5
4
3
5
6
35
8
36
2
36
4
366
368
3
7
2
3
7
4
3
7
6
3
7
8
3
8
2
3
8
4
38
6
360 36
0
37
0
380
358 358 36
2
3
6
2
3
6
4
3
6
6
36
8
37
2
37
4
37
6
37
8
38
2
3
5
2
3
5
4
3
5
6
3
5
8
RO
A
D
A
41
0
4
0
4
40640
8
4
1
2
414 400 396398402
S
R
5
0
7
R25.00'
WATER QUALITY FILTER
STRUCTURE
TR
A
C
T
C
TR
A
C
T
B
23
30
28
29 27
19
17
18TR
A
C
T
D
22
32 31
26 25
20
36
39
38
37
24
33
35 34
21
2
1
3
TRACT A
R25.00'
375
380
385
390
395
400
405
410
415
420
375
380
385
390
395
400
405
410
415
420
PROPOSED GRADE ELEVATION AT ROAD CENTERLINEEXISTING GRADE ELEVATION AT ROAD CENTERLINE
EXISTING GRADE AT ROAD CENTERLINE
PROPOSED GRADE AT ROAD CENTERLINE
7+00
FG
FG
4
1
7
.
5
1
7+50
FG
4
1
7
.
0
1
FG
4
1
6
.
5
1
8+00
FG
4
1
6
.
0
1
FG
4
1
5
.
5
1
8+50
FG
4
1
5
.
0
1
FG
4
1
4
.
5
1
9+00
FG
4
1
3
.
9
9
FG
4
1
3
.
3
4
9+50
FG
4
1
2
.
5
3
FG
4
1
1
.
5
8
10+00
FG
4
1
0
.
4
8
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
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%
5.0
0
%
2.00%
130' VC
PVI: 413.07
PVI STA: 9+49.03
K: 41.99
A.D.: 3.10%
BV
C
S
:
8
+
8
4
.
0
3
BV
C
E
:
4
1
4
.
3
3
EV
C
S
:
1
0
+
1
4
.
0
3
EV
C
E
:
4
0
9
.
8
0
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
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
9
MW/SKMH/ABMH
9/3/2024
PRELIMINARY
PLAT
2220348.10
4802 TACOMA MALL BOULEVARD
TACOMA, WA 98409
CONTACT: MATT LEWIS
(888) 627-0013
GARRETTE CUSTOM
HOMES, INC
THE RESERVE AT
PALISADES
PRELIMINARY PLAT
A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M,
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
THE RESERVE AT PALISADES PRELIMINARY PLAT
PROJECT# LD 2024.XXXX
DATE: September 3, 2024 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Preliminary Plat\2220348-SH-ROAD A.dwg
C2.1
4
ROAD A PLAN AND
PROFILE
ROAD A PROFILE
SCALE: H;1"=50', V:1"=5'
09/03/2024
0+00 1+00 2+00
3+00
4+004+15
1
C2.2
7+
0
0
8+
0
0
56.00'
30.50'
CB 14
CB 13
CB 12
CB 11
CB 16
CB 15
42
0
41
8
42
2
4
2
0
4
1
4
4
1
6
4
1
8
4
2
2
41
6
41
4
4
1
4
42
041
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
ROAD B
ROAD B STA: 1+37.83 =
ROAD A STA: 7+00.00
ROAD B
END IMPROVEMENTS
STA:0+00.00
ROAD B MATCH EXISTING ROAD
STA:4+04.17
PALISADES ST SE
6 36
7
5 2 1
393837
4 3
TRACT A
35
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%
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
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
9
MW/SKMH/ABMH
9/3/2024
PRELIMINARY
PLAT
2220348.10
4802 TACOMA MALL BOULEVARD
TACOMA, WA 98409
CONTACT: MATT LEWIS
(888) 627-0013
GARRETTE CUSTOM
HOMES, INC
THE RESERVE AT
PALISADES
PRELIMINARY PLAT
A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M,
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
THE RESERVE AT PALISADES PRELIMINARY PLAT
PROJECT# LD 2024.XXXX
DATE: September 3, 2024 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Preliminary Plat\2220348-SH-ROAD B.dwg
C2.2
5
ROAD B PLAN AND
PROFILE
ROAD B PROFILE
SCALE: H;1"=50', V:1"=5'
1 NOT TO SCALE
LOCAL ACCESS RESIDENTIAL
09/03/2024
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
ssss
s
CB 14
CB 13
CB 12 CB 11
CB 16 CB 15
CB 9
CB 10
CB 7
CB 8
CB 6 CB 4
CB 5
CB 3
CB 1
CB 2
PAD:
413.00
PAD:
415.00
PAD:
417.00
PAD:
419.00
PAD:
420.00
PAD:
416.00
PAD:
415.00
PAD:
414.00
PAD:
411.00
PAD:
407.00 PAD:
404.00
PAD:
401.00
PAD:
398.00
PAD:
395.00
PAD:
391.00
PAD:
388.00
PAD:
392.00
PAD:
394.00
PAD:
394.00
PAD:
394.00
PAD:
397.00
PAD:
395.00
PAD:
394.00
PAD:
399.00
PAD:
402.00
PAD:
403.00
PAD:
403.00
PAD:
406.00
PAD:
409.00
PAD:
414.00
PAD:
414.00
PAD:
417.00
PAD:
415.00
PAD:
413.00
PAD:
415.00
PAD:
417.00
PAD:
419.00
PAD:
420.00
PAD:
422.00
ROAD A
RO
A
D
B
35.95%
37.63%
35.35%
51.3
8
%RO
A
D
A
24
4
3
TRACT A
33
35 34
13 15
8
TRACT F
9 10 11 12
6
14 16
TR
A
C
T
C
TR
A
C
T
B
23
30
2829 27
19
17
18
TR
A
C
T
D
22
32 31
26 25
21
20
36
TRACT E
7
5
2
1
39
38
37
39
0
40
0
41
0
38
8
39
2
39
4
39
6
39
8
40
2
40
4
40
6
40
8
41
2
41
4
41
6
420
418
422
420
414
416
418
422
4
2
2
38
0
380
39
040
041
0
3
7
6
37
6
37
8
37
8
382
384
386
38
839
239
439
6
39
8
40
2
40
4
40
6
40
841
2414416
39
0
38
2
38
4
38
6
38
8
39
2
39
4
39
6
39
8
4
0
0
4
0
2
39
4
396
39
6
4
0
2
40
4
40
6
40
8
4
1
2
414
4
1
4
41
4
416
416
416
418
42
0
41
8
4
2
2
420
412
414
416
418
410 406408412414416
36
0
370
3
8
0
35
2
35
4
35
6
35
8
36
2
364
366
368
3
7
2
37
4
3
7
6
3
7
8
3
8
2
3
8
4
3
6
0
37
0
352354356358
3
6
2
3
6
4
3
6
6
36
8
37
2
37
4
37
6
37
8
380
3
7
2
3
7
4
3
7
6
3
7
8
38
2
3
8
4
386386
3
6
0
3
5
2
3
5
4
3
5
6
3
5
8
41
0
40440640
8
412414 400398
402404
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
TW: 412.00
BW: 412.00
TW: 414.00
BW: 406.00
TW: 414.00
BW: 414.00
TW: 402.00
BW: 402.00
BW: 399.00
TW: 402.00
TW: 402.00
BW: 402.00
BW: 388.00
TW: 388.00
TW: 384.89
TW: 383.00
BW: 383.00
BW: 374.25
BW: 403.00
BW: 403.00
TW: 414.00
TW: 414.00 TW: 402.00
BW: 395.00
BW: 397.00
TW: 402.00
TW: 388.00
BW: 374.72
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
9
MW/SKMH/ABMH
9/3/2024
PRELIMINARY
PLAT
2220348.10
4802 TACOMA MALL BOULEVARD
TACOMA, WA 98409
CONTACT: MATT LEWIS
(888) 627-0013
GARRETTE CUSTOM
HOMES, INC
THE RESERVE AT
PALISADES
PRELIMINARY PLAT
A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M,
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
THE RESERVE AT PALISADES PRELIMINARY PLAT
PROJECT# LD 2024.XXXX
DATE: September 3, 2024 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Preliminary Plat\2220348-SH-GRAD.dwg
C3.1
6
CONCEPTUAL
GRADING PLAN
CUT = 24,000 CU. YDS
FILL = 16,000 CU. YDS
NET = 8,000 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
09/03/2024
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
ssss
s
CB 14
RIM: 420.39
IE: 411.48 8" (N)
CB 13
RIM: 420.39
IE: 411.29 8" (S)
IE: 411.29 8" (W)
CB 12
RIM: 419.06
IE: 405.94 8" (E)
IE: 405.94 8" (N)
IE: 405.94 8" (W)
CB 11
RIM: 415.88
IE: 405.59 8" (S)
IE: 405.59 8" (N)
CB 16
RIM: 408.14
IE: 406.93 8" (N)
CB 15
RIM: 414.21
IE: 406.74 8" (S)
IE: 406.74 8" (E)
CB 9
RIM: 411.76
IE: 401.93 8" (S)
IE: 401.93 8" (N)
IE: 401.93 8" (W)
CB 10
RIM: 411.80
IE: 402.31 8" (E)
CB 7
RIM: 401.94
IE: 391.95 8" (S)
IE: 391.95 8" (N)
IE: 391.95 8" (W)
CB 8
RIM: 401.94
IE: 392.14 8" (E)
CB 6
RIM: 393.71
IE: 383.94 8" (S)
IE: 383.94 8" (N)
CB 4
RIM: 387.44
IE: 378.37 8" (S)
IE: 378.37 8" (NE)
IE: 378.37 8" (W)
CB 5
RIM: 387.49
IE: 378.56 8" (E)
CB 3
RIM: 383.55
IE: 376.28 8" (SW)
IE: 376.28 8" (E)
CB 1
RIM: 376.08
IE: 373.32 8" (S)
CB 2
RIM: 376.08
IE: 373.12 8" (W)
IE: 373.12 8" (N)
IE: 373.12 8" (E)
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
41
6
420
418
422
420
414
416
418
422
4
2
2
380
39
040
0
41
0
37
8
382
384
386
38
839
2
39
4
39
6
39
840
240
440
640
841
2
414416
39
0
38
2
382
38
4
38
6
38
8
39
2
39
4
40
0
41
0
4
0
2
40440640
8
39
4
39
6
39
8
400
396
396398
402404
40
4
40
6
40
8
4
1
0
4
1
0
4
1
2
412414
414
414
41
4
4
1
6
416
416
42
0
41
8
4
2
2
420
4
2
0
412
414
416
418
410 402404406408412414416
ROAD A
RO
A
D
B
37 LF 8" CPEP @ 0.50%
62 LF 8" CPEP @ 8.68%
71 LF 8" CPEP
@ 0.50%174 LF 8" CPEP
@ 2.11%204 LF 8" CPEP
@ 4.89%
164 LF 8" CPEP
@ 4.88%
126 LF 8" CPEP
@ 4.43%
48 LF 8" CPEP @ 4.37%
213 LF 8" CPEP
@ 1.48%
37 LF 8" CPEP @ 0.50%
160 LF 8" CPEP @ 0.50%
37 LF 8" CPEP
@ 1.01%
37 LF 8" CPEP
@ 0.50%37 LF 8" CPEP @ 0.50%
24 LF 8" CPEP @ 0.85%
EXISTING WETPOND AND
INFILTRATION POND EXPANDED
TO FULL INFILTRATION TRENCH
SIZED TO INCLUDE ADJACENT
PALISADES NEIGHBORHOOD.
BERM ELEV.: 357.0'
INFILTRATION ELEV.: 352.0'
RO
A
D
A
3
7
0
3
8
0
3
6
8
37
2
3
7
4
3
7
6
3
7
8
3
8
2
3
8
4
3
8
6
37
0
38
0
3
6
2
3
6
4
36
6
3
6
8
37
2
37
4
37
6
37
8
3
5
2
3
5
4
3
5
6
3
7
0
37
2
37
4
37
6
356358
39
0
38
4
38
6
38
8
39
2
SR
5
0
7
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
PROPOSED WATER QUALITY
FILTER STRUCTURE
OUTLET TO INFILTRATION POND
IE: 352.00 12" (E)
28 LF 12" CPEP
@ 5.44%
13 LF 12" CPEP
@ 1.00%
CONNECT TO EX. STCB #501
RIM: 360.24
IE: 356.68 12" (W)
IE: 356.72 12" (E)
IE: 357.15 12" (S)
31 LF 8" CPEP
@ 0.60%
15
8
TRACT F
9
10
11 12
6
14 16
TR
A
C
T
C
TR
A
C
T
B
23
30
2829
27
19
17
18
TR
A
C
T
D
22
32 31
26 25
36
TRACT E
7
5
2
1
39
38
37
24
4
3
TRACT A
33
35 34
13
21
20
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+
0
4
35
8
360
ACCESS ROAD
CONNECT TO EX. STCB #520
RIM: 376.40
IE: 373.30 8" (W)
IE: 373.30 12" (E)
IE: 373.30 12" (N)
IE: 373.31 12" (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
9
MW/SKMH/ABMH
9/3/2024
PRELIMINARY
PLAT
2220348.10
4802 TACOMA MALL BOULEVARD
TACOMA, WA 98409
CONTACT: MATT LEWIS
(888) 627-0013
GARRETTE CUSTOM
HOMES, INC
THE RESERVE AT
PALISADES
PRELIMINARY PLAT
A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M,
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
THE RESERVE AT PALISADES PRELIMINARY PLAT
PROJECT# LD 2024.XXXX
DATE: September 3, 2024 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Preliminary Plat\2220348-SH-STRM.dwg
C4.1
7
CONCEPTUAL
STORM PLAN
STORM EASEMENT
09/03/2024
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
ssss
s
ROAD A
RO
A
D
B
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
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
24
4
3
TRACT A
33
35 34
13 15
8
TRACT F
9 10 11 12
6
14 16
TR
A
C
T
C
TR
A
C
T
B
23
30
2829 27
19
17
18TR
A
C
T
D
22
32 31
26 25
21 20
36
TRACT E
7
5
2
1
39
38
37
14.50' SEWER TO WATER
10' MIN SEPARATION
11.50' WATER TO STORM
10' MIN SEPARATION
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+
0
4
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
9
MW/SKMH/ABMH
9/3/2024
PRELIMINARY
PLAT
2220348.10
4802 TACOMA MALL BOULEVARD
TACOMA, WA 98409
CONTACT: MATT LEWIS
(888) 627-0013
GARRETTE CUSTOM
HOMES, INC
THE RESERVE AT
PALISADES
PRELIMINARY PLAT
A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M,
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
THE RESERVE AT PALISADES PRELIMINARY PLAT
PROJECT# LD 2024.XXXX
DATE: September 3, 2024 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Preliminary Plat\2220348-SH-UTIL.dwg
C5.1
8
CONCEPTUAL
UTILITY PLAN
PROPOSED 2" PVC
STEP MAIN (TYP)
EXISTING 2" SEWER
09/03/2024
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
ssss
s
ROAD A
RO
A
D
B
10.00' UTILITY
EASEMENT
(TYP.)
10.00' UTILITY
EASEMENT (TYP.)
STREET TREE
(TYP.)
RO
A
D
A
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
15
8
TRACT F
9 10 11 12
6
14 16
TR
A
C
T
C
TR
A
C
T
B
23
30
2829 27
19
17
18TR
A
C
T
D
22
32 31
26 25
21 20
36
TRACT E
7
5
2
1
39
38
37
24
4
3
TRACT A
33
35 34
13
ACCENT
TREE (TYP.)
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+
0
4
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
9
MW/SKMH/ABMH
9/3/2024
PRELIMINARY
PLAT
2220348.10
4802 TACOMA MALL BOULEVARD
TACOMA, WA 98409
CONTACT: MATT LEWIS
(888) 627-0013
GARRETTE CUSTOM
HOMES, INC
THE RESERVE AT
PALISADES
PRELIMINARY PLAT
A PORTION OF SECTION 25, TWN. 17N, RGE 01E, W.M,
CITY OF YELM, THURSTON COUNTY, WASHINGTON.
THE RESERVE AT PALISADES PRELIMINARY PLAT
PROJECT# LD 2024.XXXX
DATE: August 30, 2024 FILENAME: Q:\2022\2220348\10_CIV\CAD\_Preliminary Plat\2220348-SH-LSCAPE.dwg
C6.1
9
CONCEPTUAL
LANDSCAPE PLAN
NOTE
1.THIS IS A PRELIMINARY LANDSCAPE DESIGN. SPECIES AND
LOCATION OF PROPOSED TREES IS SUBJECT TO CHANGE.
2.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.
3.PERIMETER LANDSCAPE TO BE PLANTED PER YELM CODE.
4.STREET TREES SPACED 35' O.C. PLACEMENT ADJUSTED FOR
DRIVEWAYS, UTILITIES, AND STREET LIGHTS, SHRUBS AND
GROUNDCOVER PER YELM MUNICIPAL CODE 18.55.020 (C).
5.IN ACCORDANCE WITH YMC18.55.050, LANDSCAPE AREAS
SHALL HAVE IRRIGATION SYSTEM OR BE WITHIN 75 FEET OF
A HOSE SPIGOT. IRRIGATION SYSTEM SHALL BE
DESIGN/BUILD. CONTRACTOR TO COORDINATE.
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.
PLANT SCHEDULE
TREE COMMON NAME / SCIENTIFIC NAME SIZE
CHINESE KOUSA DOGWOOD / CORNUS KOUSA CHINENSIS 20' HEIGHT
TWOMBLEY’S RED SENTINEL JAPANESE MAPLE / ACER
PALMATUM ‘TWOMBLEY’S RED SENTINEL’18' HEIGHT
PACIFIC SUNSET MAPLE / ACER TRUNCATUM X A.
PLATANOIDES 'WARRENRED'30' HEIGHT
RED OAK / QUERCUS RUBRA 50' HEIGHT
09/03/2024