PLANS - Tahoma Terra Commercial - 2023.05.19CTRACT 'A'
LOT 2
LO
T
3
LO
T
4
LOT 5
LOT 1L6
L5
L
4
L
8
L7L2L1L
3
N52°52'14"W143.01'L =1 8 8 .9 8 ,R =2 0 0 .0 0
Δ =5 4 °0 8 '1 5 "
S1°16'01"W
33.44'
33.77'99.22'L=2 2 5 .8 3 ,R =2 3 9 .0 0
Δ =5 4 °0 8 '1 5 "
S38°46'19"
E
458.
82
N10°26'4
7
"
E
93.40'
S3°45'24"E
719.80'L=1 5 2 .1 3 ,R =1 6 1 .0 0
Δ =5 4 °0 8 '1 5 "
13.12'99.16'N88°15'15"W426.83'S0°10'55"E
775.14'S89°49'01"W35.00'S0°10'59"E
176.80'
161.
44'82.83'
N11°06'
0
2
"
E
86.77'
N3°19'40"W
62.90'
N0°01'21"E
80.57'
N3°57'09"W
137.42'
N10°56'44"
W
134.27'
N2°45'51"W
83.65'
N1°46'51"W
105.08'
N0°43'14"E
118.63'
N42°10'54"
W
120.71'26.68'S88°15'15"E491.01100.57'243.33'147.11'20.00'S88°15'15"E29.15'L=359.35,R=645.00
Δ=31°55'17"
L=370.58,R=600.00
Δ=35°23'17"
254.80'
S1°42'11"W
254.80'
L=284.52,R=715.00
Δ=22°47'58"
L=266.61,R=670.00Δ=22°47'58"
L
=
1
4
1.8
9,
R
=
6
7
0.0
0
Δ
=
1
2°0
8'0
3"
L
=
5
8
0.3
4,
R
=715.00
Δ
=
46°30'19"
L
=
5
7
2
.
2
5
,R=
6
0
0
.
0
0
Δ
=
5
4
°
3
8
'
4
4
"L=347.08,R=645.00Δ=30°49'52"
INDEX:
JOB:
SHEET:
AGENCY NO.
OFDRAWN BY:CHECKED BY:DESIGNED BY:SCALE:DATE:VHENGINEERSTEL: 360.943.1599 FAX: 360.357.6299OLYMPIA, WA 985063910 MARTIN WAY E, SUITE BHATTONSURVEYORSPANTIERhattonpantier.comGODAT ANDREVISIONS:DATE:TAHOMA TERRA COMMERCIAL9955 TAHOMA BLVD SE, YELM, WA 9859714788 BERRY VALLEY RD SE, YELM, WA 985977 A PORTION OF THE NW 1/4 OF THE SW 1/4 AND THE NE 1/4 OF THESW 1/4 SECTION 24 TOWNSHIP 17 NORTH, RANGE 1 EAST, W.M.BSN/JEGCPMMAY 2023CPMH:\DGN\22-000\22-005\PRELIMINARY
22-005
CITY OF YELM
MERIDIAN HORIZONTAL DATUMVERTICAL DATUM
NGVD 29 PER T.C.H.P.N. #1252BM
BASED ON THRUSTON COUNTY HIGH PRECISION
NETWORK CONTROL POINT NO. 1252BM, 3" BRASS
CAP AT THE NW CORNER OF THE INTERSECTION OF
YELM HIGHWAY AND KILLION ROAD
ELEVATION = 246.39 (NGVD)
DATUM DATUM
22-005 pre sp.dwgTPN# 78640000012PLAT OF TAHOMA TERRA PHASE 2, DIVISION 2 UNDER
AUDITOR'S FILE NO. 4620459
PRELIMINARYSITE PLANTAHOMA TERRA COMMERCIAL
9955 TAHOMA BLVD SE, YELM, WA 98597
14788 BERRY VALLEY RD SE, YELM, WA 98597
NOTE: 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 811 A MINIMUM OF 48 HOURS PRIOR TO ANY
EXCAVATION.
THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT,
UNLESS CERTIFIED BY HATTON GODAT PANTIER.
ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE
REVIEWED AND APPROVED BY HATTON GODAT PANTIER.
TOPOGRAPHIC NOTE:
THE EXISTING TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS
HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION
FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO
BE RELIABLE, HGP CANNOT ENSURE ITS ACCURACY AND THUS IS NOT
RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR
ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED
INTO THESE DRAWINGS AS A RESULT.
PROJECT PROPONENT
TAHOMA TERRA HOLDINGS, LLC
PO BOX 73790
PUYALLUP, WA 98373
1
0
SCALE: 1" = 50'
50 50 10025 1" = 50'N/ATAHOMA BLVD SE
PROPOSED TRASH
ENCLOSURE (TYP)
ADA ACCESSIBLE
STALL (TYP)
PROPOSED CLUSTER
MAILBOXES (TYP)
VAN ACCESSIBLE SIGN
BERRY VALLEY RD SEPROPOSED POROUS
ASPHALT (TYP)
PARKING REQUIRED:
LOT #1
PROVIDED 167 ( 159 REGULAR, 8 ADA)
LOT #2
PROVIDED 4 ( 3 REGULAR, 1 ADA)
LOT #3
PROVIDED 5 ( 4 REGULAR, 1 ADA)
LOT #4
PROVIDED 8 ( 7 REGULAR, 1 ADA)
LOT #5
PROVIDED 42 ( 40 REGULAR, 2 ADA)
UNIT TYPE UNIT COUNT STALLS REQUIRED
UNIT TYPE UNIT SF STALLS REQUIRED
UNIT TYPE UNIT SF STALLS REQUIRED
UNIT TYPE UNIT SF STALLS REQUIRED
UNIT TYPE UNIT SF STALLS REQUIRED
1 BED / 1 BATH
2 BED / 2 BATH
3 BED / 2 BATH
24
66
12
1.5/DU = 36
1.5/DU = 99
2/DU = 24
TOTAL = 159 STALLS
MULTI-FAMILY
BUILDING (TYP)
WETLAND BOUNDARY
(CLIENT PROVIDED)NHATTONGODATPANTIERPROPOSED
UTILITY
EASEMENT
LEGEND
EX. COBRA STREET LIGHT
EX. BARBED WIRE FENCE
EX. WATER SPIGOT
EX. FIRE HYDRANT
EX. MONITOR WELL
EX. WATERMAIN
EX. S.T.E.P. SEWER
EX. CATCHBASIN TYPE 1
EX. STORM DRAIN MANHOLE
EX. MAJOR CONTOUR
EX. MINOR CONTOUR
NEW WATER METER
NEW FIRE HYDRANT
NEW VALVE
NEW WATERMAIN
NEW SEWER CLEANOUT
NEW SEWER LATERAL
NEW CATCHBASIN TYPE 1
w/ SOLID COVER
EX. WATER VALVE
100
103
FINISH MAJOR CONTOUR
FINISH MINOR CONTOUR
NEW ROOF DRAIN LINE
NEW RPBA
NEW FDC
NEW PIV
NEW S.T.E.P. SEWER
NEW STORM CLEAN OUT
EX. SIGN
100
103
EX. RECLAIMED WATER VALVE
EX. STORM DRAIN
EX. SEWER LID
EX. SEWER CLEANOUT
EX. JUNCTION BOX
EX. CABLE PANEL
EX. UTILITY RISER
EX. POWER VAULT
EX. TELEPHONE VAULT
EX. ANCHOR
EX. GUY POLE
EX. GAS VALVE
WETLAND BUFFER (PER CLIENT)
WETLAND EDGE (PER CLIENT)
EX. DECIDUOUS TREE
SHEET INDEX
Sheet Number Sheet Title
1 PRELIMINARY SITE PLAN
2 PRELIMINARY EROSION CONTROL PLAN
3 PRELIMINARY GRADING & DRAINAGE PLAN
4 PRELIMINARY GRADING & DRAINAGE DETAILS
5 PRELIMINARY UTILITIES PLAN
6 PRELIMINARY UTILITY DETAILS - 1
7 PRELIMINARY UTILITY DETAILS - 2
LOT LINE (TYP)
EXISTING
SIDEWALK
6,T(
VICINITY MAP
93rd Ave SE
Killion StY
e
lm
A
v
e
.
S
E
S
R
5
1
0
Longmire St SEDurant StLongmire
St S
E SW Solberg StSW Edwards StSW
R
ailr
o
a
d
St
S
R
5
1
0
Y
e
lm
A
v
e
.
S
E
SW
M
o
sm
a
n
A
v
e
Stat
e
Hi
g
h
w
ay
5
0
7
S
E
SW Berry Valley Road
CITY OF YELMThompson CreekThompson C
r
e
ek
TAHOMA BLVD.
BERRY
VALLEY
RD SE
COFFEESHOP
OFFI
CE PROP
OSE
D
STORA
GE
U
NIT
PROPOSED
STORAGE UNIT
PROPOSED
STORAGE UNIT
PROPOSED
STORAGE UNIT
PROPOSED
STORAGE UNIT
PROPOSED
STORAGE UNIT
PROPOSED
STORAGE UNIT
PROPOSED
STORAGE
U
N
I
T
S
TORAG
EOF
F
IC
E
PROPOSED
STORAGE UNIT
PROPOSED STORAGE UNIT PROPOSED STORAGE UNIT PROPOSEDSTORAGE UNITNEW POROUS PAVEMENT
NEW CONCRETE SIDEWALK
NEW GRAVEL WALKING PATH
EXISTING SIDEWALK
SURVEY NOTES
PROPOSED 30'
INGRESS/EGRESS
& UTILITY EASEMENT
PROPOSED
15' UTILITY
EASEMENT
PROPOSED 30'
INGRESS/EGRESS
& UTILITY EASEMENT
PROPOSED
15' UTILITY
EASEMENT
PROPOSED
15' UTILITY
EASEMENT
PROPOSED 30'
UTILITY ESMT
R
E
T
A
I
L
RETAIL
SITE DEVELOPMENT
STORAGE
OFFICE
3,395 1/300SF = 11
OFFICE 1,669 1/300SF = 6
RESTURANT 855 1/200SF = 4
RETAIL 3,030 1/250SF = 12
RETAIL 4,000 1/250SF = 16
SITE ADDRESS:
14788 BERRY VALLEY RD SE YELM, WA 98597
& 9955 TAHOMA BLVD SE YELM,WA 98597
PARCEL NO: 78640000010 & 78640000012
S/T/R: SEC. 24, T. 17N., RGE. 1E.
JURISDICTION: YELM, WA
SITE AREA:
78640000012 = 12.72 AC
78640000010 = 1.0 AC
ZONING: MPC
PROPOSED USES
·102-UNIT APARTMENT COMPLEX
·~855 SF COMMERCIAL SERVICE BUILDING W/ DRIVE THRU
·~1,669 SF COMMERCIAL OFFICE BUILDING
·12 BUILDING SELF-STORAGE FACILITY W/ 769 STORAGE UNITS OF VARYING SIZES
·2 RETAIL BUILDINGS 7,030 SF
PARCEL SETBACKS:
FRONT: 10'
SIDE: 10', EXCEPT 25' ADJACENT TO RESIDENTIAL
REAR: 25'
MAX BUILDING HEIGHT: 42'
MAX IMPERVIOUS COVERAGE 70%
LOT #1: TOTAL AREA 5.03 AC
IMPERVIOUS COVERAGE = 1.55 AC/ ALLOWABLE 3.52 AC
LOT #2: TOTAL AREA 5.45 AC
IMPERVIOUS COVERAGE = 2.71 AC/ ALLOWABLE 3.82 AC
LOT #3: TOTAL AREA 0.12 AC
IMPERVIOUS COVERAGE = 0.05 AC/ ALLOWABLE 0.12 AC
LOT #4: TOTAL AREA 0.37 AC
IMPERVIOUS COVERAGE = 0.24 AC/ ALLOWABLE 0.26 AC
LOT #5: TOTAL AREA 0.99 AC
IMPERVIOUS COVERAGE = 0.23 AC/ ALLOWABLE 0.69 AC
WATER: CITY OF YELM (PUBLIC)
SEWER: CITY OF YELM (PUBLIC)
ELECTRIC/GAS: PUGET SOUND ENERGY
PARKING DATA
THIS PROJECT MUST BE STAKED PRIOR TO CONSTRUCTION BY
THE DESIGN ENGINEER OR A LICENSED LAND SURVEYOR.
THE CONTRACTOR SHALL FURNISH HATTON GODAT PANTIER
WITH A DRAWING(S) SHOWING THE CHANGES MADE TO THE
DESIGN DRAWING(S).
CONSTRUCTION STAKING:
RECORD DOCUMENTS:
6' HIGH MONUMENT
SIGN WITH 120 SF
SIGN FACE PER SIDE
5' HIGH MONUMENT
SIGN WITH 51 SF
SIGN FACE PER SIDE
05/19/2023
329329330330329331332333
333330329331332
330 331
332
333330 331 332
333
330329 331 332
330331332
330
329
331 332
330
330 329
331
331332
332 329328
330 331 332
330
331
332330329 331330330
329 331331 33233233333333033133233233
3
334
335334
335
340
345
35034034533533633
5
3
4
0 3353353
3
6 3353353353353343343363363353333343
3
5 331332333
334
336
335
334
336
3
3
6
3
3
7
337337336
3373373373363
3
7
336
337
TRACT 'A'
LOT 2
LO
T
3
LO
T
4
LOT 1
LOT 5
INDEX:
JOB:
SHEET:
AGENCY NO.
OFDRAWN BY:CHECKED BY:DESIGNED BY:SCALE:DATE:VHENGINEERSTEL: 360.943.1599 FAX: 360.357.6299OLYMPIA, WA 985063910 MARTIN WAY E, SUITE BHATTONSURVEYORSPANTIERhattonpantier.comGODAT ANDREVISIONS:DATE:TAHOMA TERRA COMMERCIAL9955 TAHOMA BLVD SE, YELM, WA 9859714788 BERRY VALLEY RD SE, YELM, WA 985977 A PORTION OF THE NW 1/4 OF THE SW 1/4 AND THE NE 1/4 OF THESW 1/4 SECTION 24 TOWNSHIP 17 NORTH, RANGE 1 EAST, W.M.BSN/JEGCPMMAY 2023CPMH:\DGN\22-000\22-005\PRELIMINARY
22-005
CITY OF YELM
MERIDIAN HORIZONTAL DATUMVERTICAL DATUM
NGVD 29 PER T.C.H.P.N. #1252BM
BASED ON THRUSTON COUNTY HIGH PRECISION
NETWORK CONTROL POINT NO. 1252BM, 3" BRASS
CAP AT THE NW CORNER OF THE INTERSECTION OF
YELM HIGHWAY AND KILLION ROAD
ELEVATION = 246.39 (NGVD)
DATUM DATUM
22-005 pre ec.dwgTPN# 78640000012PLAT OF TAHOMA TERRA PHASE 2, DIVISION 2 UNDER
AUDITOR'S FILE NO. 4620459
PRELIMINARY EROSIONCONTROL PLAN2
0
SCALE: 1" = 50'
50 50 10025 N/A1" = 50'NHATTONGODATPANTIERTAHOMA BLVD SE
BERRY VALLEYRD SEWETLAND BOUNDARY
(CLIENT PROVIDED)
INSTALL INLET SEDIMENT
PROTECTION (TYP)
(BMP C220)
SEE DETAIL THIS SHEET
INSTALL SILT FENCING
(BMP C233)
SEE DETAIL THIS SHEET
INSTALL STABILIZED CONSTRUCTION
ENTRANCE (BMP C105)
SEE DETAIL THIS SHEET
WETLAND BUFFER
(CLIENT PROVIDED)
PROJECT CLEARING LIMITS
LEGEND
CLEARING LIMITS
FILTER FABRIC FENCING
INLET SEDIMENT PROTECTION
MONITORING WELL LOCATIONS
METAL
PIPE
EX. RIVER
ROCK PILE
EX. 12" PVC
CULVERT
EL=329.45
EX. TOP OF GRATE
EL=329.45
EX. 12" PVC
CULVERT
EL=330.46
EX. 12" HDPE
CULVERT
EL=333.19
EX. 12" HDPE
CULVERT
EL=332.63
PROTECT EXISTING FIRE HYDRANTS
ALONG TAHOMA BLVD SE FRONTAGE
(TYP)
PROTECT EXISTING J-BOX, POWER
VAULT, COMMUNICATION AND
STORM STRUCTURES
(TYP)
PROTECT EXISTING J-BOX, GAS
VALVE AND STORM STRUCTURES
(TYP)
PROTECT EXISTING
UTILITY RISERS (TYP)
COORDINATE WITH
UTILITY PURVEYOR
TO RELOCATE
PROTECT EXISTING
UTILITY RISERS
(TYP)
PROTECT EXISTING
UTILITY RISERS AND
FIRE HYDRANT (TYP)
INLET SEDIMENT PROTECTION
(BMP C220)
N.T.S.
1.INSTALL INSERT PER THE MANUFACTURER'S SPECIFICATIONS
2.MAINTAIN AND REPLACE INSERTS AS RECOMMENDED BY THE
MANUFACTURER, AS REQUIRED BY THE INSPECTOR OR PROJECT
ENGINEER, AND AS OTHERWISE NECESSARY.
AS MANUFACTURED BY
STREAMGUARD (#3001) BY
FOSS ENVIRONMENTAL OR
EQUIVALENT
INLET SEDIMENT PROTECTION NOTES: BMP C220
OIL SORBENT FILTER PACK
GEOTEXTILE FABRIC
ADAPTER SKIRT
RETRIEVAL STRAP
SEDIMENT ACCUMULATION
UNDERFLOW
DISCHARGE
OVERFLEW
(TO BYPASS
PEAK STROM
VOLUMES)24"
48"36"
STABILIZED CONSTRUCTION ENTRANCE
2019 STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON
VOLUME II, CHAPTER 3, FIGURE II-3.1
BMP C105
SILT FENCE
2019 STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON
VOLUME II, CHAPTER 3, FIGURE II-3.22
BMP C233
EXISTING MONITORING
WELLS TO BE
DECOMMISSIONED
(TYP)
EXISTING WATER
SPIGOT TO BE
REMOVED
NOTE: 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 811 A MINIMUM OF 48 HOURS PRIOR TO ANY
EXCAVATION.
THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT,
UNLESS CERTIFIED BY HATTON GODAT PANTIER.
ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE
REVIEWED AND APPROVED BY HATTON GODAT PANTIER.
TOPOGRAPHIC NOTE:
THE EXISTING TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS
HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION
FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO
BE RELIABLE, HGP CANNOT ENSURE ITS ACCURACY AND THUS IS NOT
RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR
ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED
INTO THESE DRAWINGS AS A RESULT.
WETLAND SETBACK
(CLIENT PROVIDED)
ROAD C/L (TYP)
PROTECT EXISTING
TREES (TYP)
EXISTING SIDEWALK (TYP)
EX. WETLAND
BUFFER SIGN
WETLAND BUFFER
WETLAND BOUNDARY
WETLAND SETBACK
EX. CULVERT TO
BE REMOVED
EX. EMERGENCY
STORMWATER
OVERFLOW
CONVEYANCE TO BE
RELOCATED DURING
CONSTRUCTION
EXISTING STORMWATER
SWALE, PIPES, AND
STRUCTURES TO BE
REMOVED DURING
CONSTRUCTION (TYP)EX. BLDGFOUNDATIONEXISTING BUILDINGS, PAVING, AND
UTILITIES TO BE REMOVED (TYP)
05/19/2023
C329329330330329331332333
333330329331332
330 331
332
333330 331 332
333
330329 331 332
330331332
330
329
331 332
330
330 329
331
331332
332 329328
330 331 332
330
331
332330329 331330330
329 331331 33233233333333033133233233
3
334
335334
335
340
345
35034034533533633
5
3
4
0 3353353
3
6 3353353353353343343363363353333343
3
5 331332333
334
336
335
334
336
3
3
6
3
3
7
337337336
3373373373363
3
7
336
337 335333
334
336333333
333333332
331332335333334
332
333
334336
337337
338335
334
336
337
337
338
338
TRACT 'A'
LOT 2
LO
T
3
LO
T
4
LOT 1
LOT 5
FF
E
33
4
.
1
0
FFE
335.75 FFE
336.50 FFE
337.50
FFE
338.
0
0
FFE
338.
0
0
FFE
338.
0
0
FFE
337.
2
5
FFE
333.00
FFE
332.00
FFE
331.50
FFE
331.50
FFE
332.00
FFE
332.00
FFE
332.00
FFE
333.00
FFE
333.00
FFE
332.00
FFE
333.00
FF
E
33
1.
5
0
FF
E
33
1.
5
0
FF
E
33
1.
0
0
FF
E
33
1.
5
0
FFE
338.50
FFE
338.50
INDEX:
JOB:
SHEET:
AGENCY NO.
OFDRAWN BY:CHECKED BY:DESIGNED BY:SCALE:DATE:VHENGINEERSTEL: 360.943.1599 FAX: 360.357.6299OLYMPIA, WA 985063910 MARTIN WAY E, SUITE BHATTONSURVEYORSPANTIERhattonpantier.comGODAT ANDREVISIONS:DATE:TAHOMA TERRA COMMERCIAL9955 TAHOMA BLVD SE, YELM, WA 9859714788 BERRY VALLEY RD SE, YELM, WA 985977 A PORTION OF THE NW 1/4 OF THE SW 1/4 AND THE NE 1/4 OF THESW 1/4 SECTION 24 TOWNSHIP 17 NORTH, RANGE 1 EAST, W.M.BSN/JEGCPMMAY 2023CPMH:\DGN\22-000\22-005\PRELIMINARY
22-005
CITY OF YELM
MERIDIAN HORIZONTAL DATUMVERTICAL DATUM
NGVD 29 PER T.C.H.P.N. #1252BM
BASED ON THRUSTON COUNTY HIGH PRECISION
NETWORK CONTROL POINT NO. 1252BM, 3" BRASS
CAP AT THE NW CORNER OF THE INTERSECTION OF
YELM HIGHWAY AND KILLION ROAD
ELEVATION = 246.39 (NGVD)
DATUM DATUM
22-005 pre grd.dwgTPN# 78640000012PLAT OF TAHOMA TERRA PHASE 2, DIVISION 2 UNDER
AUDITOR'S FILE NO. 4620459
PRELIMINARY GRADING &DRAINAGE PLANNOTE: 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 811 A MINIMUM OF 48 HOURS PRIOR TO ANY
EXCAVATION.
THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT,
UNLESS CERTIFIED BY HATTON GODAT PANTIER.
ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE
REVIEWED AND APPROVED BY HATTON GODAT PANTIER.
TOPOGRAPHIC NOTE:
THE EXISTING TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS
HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION
FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO
BE RELIABLE, HGP CANNOT ENSURE ITS ACCURACY AND THUS IS NOT
RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR
ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED
INTO THESE DRAWINGS AS A RESULT.
3
0
SCALE: 1" = 50'
50 50 10025 1" = 50'N/ATAHOMA BLVD SE
BERRY VALLEY RD SEPROPOSED
STORAGE
UNIT (TYP)
WETLAND BOUNDARY
(CLIENT PROVIDED)
WETLAND BUFFER
(CLIENT PROVIDED)NHATTONGODATPANTIERTYPE 1 CB
W/ SOLID LID (TYP)
ROOF DRAIN
CLEANOUT (TYP)
6" ROOF DRAIN LINE
@ 0.0050 FT/FT MIN. (TYP)
TYPE 1 CB
w/ SOLID LID (TYP)
6" PERF PIPE
SEE DETAIL SHEET 4
ROOF DRAIN CONNECTION TO
POROUS ASPHALT (TYP)
SEE DETAIL SHEET 4
WETLAND SETBACK
(CLIENT PROVIDED)
ROOF DRAIN CONNECTION TO
POROUS ASPHALT (TYP)
SEE DETAIL SHEET 4
INDICATES AREA OF
SECTION 2 POROUS PAVING
SEE DETAIL SHEET 4
INDICATES AREA OF
SECTION 1 POROUS PAVING
SEE DETAIL SHEET 4
INTEGRAL CURB
& WALK (TYP)
SEE DETAIL SHEET 4
ROOF DRAIN
CLEANOUT (TYP)
6" ROOF DRAIN LINE
@ 0.0050 FT/FT MIN. (TYP)
TYPE 1 CB
W/ SOLID LID (TYP)
ROOF DRAIN CONNECTION TO
POROUS ASPHALT (TYP)
SEE DETAIL SHEET 4
6" PERF PIPE
SEE DETAIL SHEET 4
INTEGRAL CURB
& WALK (TYP)
SEE DETAIL SHEET 4
05/19/2023
INDEX:
JOB:
SHEET:
AGENCY NO.
OFDRAWN BY:CHECKED BY:DESIGNED BY:SCALE:DATE:VHENGINEERSTEL: 360.943.1599 FAX: 360.357.6299OLYMPIA, WA 985063910 MARTIN WAY E, SUITE BHATTONSURVEYORSPANTIERhattonpantier.comGODAT ANDREVISIONS:DATE:TAHOMA TERRA COMMERCIAL9955 TAHOMA BLVD SE, YELM, WA 9859714788 BERRY VALLEY RD SE, YELM, WA 985977 A PORTION OF THE NW 1/4 OF THE SW 1/4 AND THE NE 1/4 OF THESW 1/4 SECTION 24 TOWNSHIP 17 NORTH, RANGE 1 EAST, W.M.BSN/JEGCPMMAY 2023CPMH:\DGN\22-000\22-005\PRELIMINARY
22-005
22-005 pre det.dwgTPN# 78640000012PRELIMINARY GRADING& DRAINAGE DETAILSNOTE: 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 811 A MINIMUM OF 48 HOURS PRIOR TO ANY
EXCAVATION.
THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT,
UNLESS CERTIFIED BY HATTON GODAT PANTIER.
ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE
REVIEWED AND APPROVED BY HATTON GODAT PANTIER.
4 N/AN/ANOTES:
1. COMPACT SUBGRADE FOR CURB AND WALKS TO 95%
OF THE MAXIMUM DENSITY.
2. EXPANSION JOINTS SHALL BE AT 10'-0" INTERVALS OR
AS SHOWN ON ARCHITECTURAL PLANS.
3. CONCRETE SHALL CONFORM TO WSDOT SPEC. 8-14.2
EXCEPT USE CLASS 4000 CONCRETE.
4. PROVIDE EXPANSION JOINT BETWEEN SIDE WALK AND
BUILDING STEM WALL.
ACCESSIBLE SPOT
WHERE INDICATED
12"x18" SIGN WITH
INTERNATIONAL
SYMBOL OF ACCESS
5'-0" ABOVE GRADE
PRE-CAST CONCRETE
WHEEL SOPS AT LOCATIONS
OF FLUSH WALKS
INTERNATIONAL SYMBOL
OF ACCESS PAINTED
ON PAVEMENT
PAVED SURFACE SHALL
NOT SLOPE GREATER
THAN 2% ANY DIRECTION
"VAN ACCESSIBLE" SIGN
BELOW INTERNATIONAL
SYMBOL
8'8' MIN.8'2'18'VAN ACCESSIBLE
ADA STALL DETAIL
N.T.S.
COMPACTED SUBGRADE
6x6 W1.4xW1.4 WWF
AT CENTER SLAB
#4 CONTINUOUS
PAVEMENT
8"6"12"2"4"VARIES
R
1
/
4
"
ON-SITE INTEGRAL CURB AND WALK
N.T.S
10"
2.5"1"2.5"5"6"R=1.5"
R=1
"
AC PAVING PER PAVING
SECTION
EXTRUDED CONCRETE CURB DETAIL
N.T.S.EDGEPVMT.6"2"2'-0"
9.5"
4"
72"
6"
WHEEL STOP DETAIL
N.T.S.
SEAL ANNULAR
OPENING WITH EPOXY
MIXTURE
1 2" MORTAR GROUT
1 2" BAR 18" LONG
2 PER CAST UNIT
NOTES:
1.1. COMPACT SUBGRADE TO 95% OF THE
MAXIMUM DENSITY.
2.2. CONCRETE SHALL CONFORM TO WSDOT SPEC.
8-14.2 EXCEPT USE CLASS 4000 CONCRETE.
NEW
CONCRETE
PAVING
6x6 W1.4xW1.4 WWF
AT CENTER SLAB
2" CSTC
VARIES
4"
2"
COMPACTED
SUBGRADE
SIDEWALK CONCRETE PAVING SECTION
N.T.S.
ACCESSIBLE SIGNAGE
N.T.S.
TYPE 1 CB w/
SOLID COVER
6" ROOF
DRAIN LINE
BUILDING
DOWNSPOUT
6" TEE W/ FINE
MESH SCREEN
6" N-12 ST IB PIPE
@ 0.0050 FT/FT MIN.
6" N-12 PERF PIPE PARALLEL
TO CURB, LAID FLAT. LENGTH
VARIES, SEE PLAN.
1.5'
2" MIN.
POROUS
PAVEMENT
ROOF DRAIN CONNECTION TO
PERMEABLE PAVEMENT DETAIL
N.T.S.
SECTION 2
POROUS ASPHALT DETAIL
N.T.S.
6"
2"
6"
4"
1.POROUS HMA SHALL MEET APWA GSP 5-04.3 CONSTRUCTION
REQUIREMENTS POROUS ASPHALT (PHMA/PWMA).
2.CRUSHED SURFACING CHOKER COURSE SHALL MEET APWA GSP
4-04.2 CRUSHED SURFACING CHOKER COURSE.
3.PERMEABLE BALLAST SHALL MEET APWA GSP 4-04.2 GRAVEL BASE
AND 9-03.9(2) PERMEABLE BALLAST OPT1 AND SHALL BE INSTALLED
PER APWA GSP 4-04.3(5) SHAPING AND COMPACTION.
4.GEOTEXTILE FOR UNDERGROUND DRAINAGE PER WSDOT 933.2(1),
NON-WOVEN, TABLE 2, CLASS A AND INSTALLED PER WSDOT
2-12.3(1)
5.GRADATION TESTING SHALL BE COMPLETED PRIOR TO PLACEMENT
OF THE SAND LAYER TO CONFIRM THE MIX MEETS THE DESIGN
SPECIFICATIONS PER THE SAND MEDIUM SPECIFICATIONS IN THE
2019 STORMWATER MANAGEMENT MANUAL FOR WESTERN
WASHINGTON. SPECIFICATIONS ARE AS FOLLOWS:
6.NATIVE SOILS WITH ≥ 5 MILLIEQUIVALENTS CEC/100g DRY SOIL AS
DETERMINED BY THE USEPA METHOD 9081 AND ≥ 1% ORGANIC
CONTENT BY WEIGHT USING THE ASTM D2974 METHOD MAY FORGO
INSTALLATION OF THE 6" WATER QUALITY TREATMENT SAND LAYER.
7.NATIVE SOIL SUBGRADE TO BE PREPARED AND PROTECTED PER
APWA GSP 2-06.3(3) SUBGRADE FOR PERMEABLE PAVEMENTS.
POROUS ASPHALT NOTES:
SIEVE NO.PERCENT PASSING
4
8
16
30
50
100
200
95 - 100
70 - 100
40 - 90
25 - 75
2 - 25
<4
<2
PERMEABLE BALLAST
(SEE NOTE 3)
SOIL TREATMENT LAYER
(SEE NOTES 5 & 6)
SUBGRADE (SEE NOTE 7)
POROUS HMA (SEE NOTE 1)
GEOTEXTILE FABRIC
(SEE NOTE 4)
CHOKER COURSE (SEE NOTE 2)
1' MIN. ABOVE SEASONAL HIGH
GROUNDWATER TABLE OR
OTHER IMPERMEABLE LAYER
FINISH GRADE
1' MIN
SECTION 1
POROUS ASPHALT DETAIL
N.T.S.
PERMEABLE BALLAST
(SEE NOTE 3)
SOIL TREATMENT LAYER
(SEE NOTES 5 & 6)6"
SUBGRADE (SEE NOTE 7)
POROUS HMA (SEE NOTE 1)
2"
10"
GEOTEXTILE FABRIC
(SEE NOTE 4)
4"
CHOKER COURSE (SEE NOTE 2)
1' MIN. ABOVE SEASONAL HIGH
GROUNDWATER TABLE OR
OTHER IMPERMEABLE LAYER
FINISH GRADE
2'
05/19/2023
CTRACT 'A'
LOT 2
LO
T
3
LO
T
4
LOT 1
LOT 5
INDEX:
JOB:
SHEET:
AGENCY NO.
OFDRAWN BY:CHECKED BY:DESIGNED BY:SCALE:DATE:VHENGINEERSTEL: 360.943.1599 FAX: 360.357.6299OLYMPIA, WA 985063910 MARTIN WAY E, SUITE BHATTONSURVEYORSPANTIERhattonpantier.comGODAT ANDREVISIONS:DATE:TAHOMA TERRA COMMERCIAL9955 TAHOMA BLVD SE, YELM, WA 9859714788 BERRY VALLEY RD SE, YELM, WA 985977 A PORTION OF THE NW 1/4 OF THE SW 1/4 AND THE NE 1/4 OF THESW 1/4 SECTION 24 TOWNSHIP 17 NORTH, RANGE 1 EAST, W.M.BSN/JEGCPMMAY 2023CPMH:\DGN\22-000\22-005\PRELIMINARY
22-005
CITY OF YELM
MERIDIAN HORIZONTAL DATUMVERTICAL DATUM
NGVD 29 PER T.C.H.P.N. #1252BM
BASED ON THRUSTON COUNTY HIGH PRECISION
NETWORK CONTROL POINT NO. 1252BM, 3" BRASS
CAP AT THE NW CORNER OF THE INTERSECTION OF
YELM HIGHWAY AND KILLION ROAD
ELEVATION = 246.39 (NGVD)
DATUM DATUM
22-005 pre utils.dwgTPN# 78640000012PLAT OF TAHOMA TERRA PHASE 2, DIVISION 2 UNDER
AUDITOR'S FILE NO. 4620459
PRELIMINARYUTILITIES PLANNOTE: 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 811 A MINIMUM OF 48 HOURS PRIOR TO ANY
EXCAVATION.
THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT,
UNLESS CERTIFIED BY HATTON GODAT PANTIER.
ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE
REVIEWED AND APPROVED BY HATTON GODAT PANTIER.
TOPOGRAPHIC NOTE:
THE EXISTING TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS
HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION
FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO
BE RELIABLE, HGP CANNOT ENSURE ITS ACCURACY AND THUS IS NOT
RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR
ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED
INTO THESE DRAWINGS AS A RESULT.
5
0
SCALE: 1" = 50'
50 50 10025 1" = 50'N/ATAHOMA BLVD SE
BERRY VALLEY RD SEPROPOSED 6,000 GAL
S.T.E.P. TANK (TYP)
PROPOSED 8"
WATERMAIN (TYP)
PROPOSED FIRE
HYDRANT (TYP)
CONNECT TO
EXISTING S.T.E.P.
FORCEMAIN STUB
CONNECT TO EXISTING
WATERMAIN STUB
CONNECT TO EXISTING
S.T.E.P. FORCEMAIN
STUB
CONNECT TO EXISTING
WATERMAIN STUB
MULTI-FAMILY
BUILDING (TYP)
PROPOSED
STORAGE
UNIT (TYP)
WETLAND BOUNDARY
(CLIENT PROVIDED)
WETLAND BUFFER
(CLIENT PROVIDED)
EXISTING FIRE
HYDRANT (TYP)NHATTONGODATPANTIERPROPOSED S.T.E.P.
FORCEMAIN
(TYP)
PROPOSED WATER METER
(TYP)
PROPOSED D.I. FIRE
SPRINKLER LINE
(TYP)
PIV (TYP)
FDC (TYP)
PROPOSED GRAVITY
SEWER LATERAL (TYP)
15' UTILITY
EASEMENT
PROPOSED30' UTIL ESMTPRO
PO
S
ED
1
5
'UT
I
L
I
T
Y
EA
S
EM
EN
T
CONNECT TO EXISTING
WATERMAIN STUB
COFFEESHOP
RET
AIL
RETAILRETAIL
S
TO
RAG
EOF
F
I
C
E
PROPOSED FIRE
HYDRANT (TYP)
PROPOSED 3,000 GAL
S.T.E.P. TANK (TYP)
PIV (TYP)
FDC (TYP)
05/19/2023
INDEX:
JOB:
SHEET:
AGENCY NO.
OFDRAWN BY:CHECKED BY:DESIGNED BY:SCALE:DATE:VHENGINEERSTEL: 360.943.1599 FAX: 360.357.6299OLYMPIA, WA 985063910 MARTIN WAY E, SUITE BHATTONSURVEYORSPANTIERhattonpantier.comGODAT ANDREVISIONS:DATE:TAHOMA TERRA COMMERCIAL9955 TAHOMA BLVD SE, YELM, WA 9859714788 BERRY VALLEY RD SE, YELM, WA 985977 A PORTION OF THE NW 1/4 OF THE SW 1/4 AND THE NE 1/4 OF THESW 1/4 SECTION 24 TOWNSHIP 17 NORTH, RANGE 1 EAST, W.M.BSN/JEGCPMMAY 2023CPMH:\DGN\22-000\22-005\PRELIMINARY
22-005
22-005 pre det.dwgTPN# 78640000012PRELIMINARY UTILITY DETAILS - 1NOTE: 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 811 A MINIMUM OF 48 HOURS PRIOR TO ANY
EXCAVATION.
THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT,
UNLESS CERTIFIED BY HATTON GODAT PANTIER.
ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE
REVIEWED AND APPROVED BY HATTON GODAT PANTIER.
6 N/AN/A05/19/2023
INDEX:
JOB:
SHEET:
AGENCY NO.
OFDRAWN BY:CHECKED BY:DESIGNED BY:SCALE:DATE:VHENGINEERSTEL: 360.943.1599 FAX: 360.357.6299OLYMPIA, WA 985063910 MARTIN WAY E, SUITE BHATTONSURVEYORSPANTIERhattonpantier.comGODAT ANDREVISIONS:DATE:TAHOMA TERRA COMMERCIAL9955 TAHOMA BLVD SE, YELM, WA 9859714788 BERRY VALLEY RD SE, YELM, WA 985977 A PORTION OF THE NW 1/4 OF THE SW 1/4 AND THE NE 1/4 OF THESW 1/4 SECTION 24 TOWNSHIP 17 NORTH, RANGE 1 EAST, W.M.BSN/JEGCPMMAY 2023CPMH:\DGN\22-000\22-005\PRELIMINARY
22-005
22-005 pre det.dwgTPN# 78640000012PRELIMINARY UTILITY DETAILS - 2NOTE: 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 811 A MINIMUM OF 48 HOURS PRIOR TO ANY
EXCAVATION.
THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT,
UNLESS CERTIFIED BY HATTON GODAT PANTIER.
ANY ALTERATIONS TO THE DESIGN SHOWN HEREON MUST BE
REVIEWED AND APPROVED BY HATTON GODAT PANTIER.
7 N/AN/APRIVATE CLEANOUT DETAIL
N.T.S
05/19/2023