01 - 06141-C1, 2024.11.21TRENCHNOTEa CARTER LOOP SE SHORT PLAT
IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR
MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT A PORTION OF THE NW 1/4 OF THE NE 1/4 AND THE SW 1/4 OF THE NE 1/4 OF SEC. 25, TWP. 17 N., RGE. 1 E.
REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE WILLAMETTE MERIDIAN, THURSTON COUNTY, WASHINGTON
SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE
RESPONSIBLE FOR WORKER SAFETY AND CES NW INC., ASSUMES NO
RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE
REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND / \
HEALTH ACT, CHAPTER 49.17 RCW.
FILL SPECIFICATIONi 0 \ 5' SIDEWALK
FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR `liVQ`
SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH / CAP EXISTING 6" WATER LINE \�
OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, .C'N ' \ °° TRACT 'E'
ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. ONLY �
EARTH MATERIAL SHALL BE PLACED IN FILLS. `/ / / - - - / �/ / PJB EX, FIRE HYDRANT
(TO BE RELOCATED) /
UTILITY NOTE /
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, �' / / / Q/ / a e / 6' woo0 FENCE
DIMENSION, AND DEPTH OF EXISTING UTILITIES WHETHER SHOWN ON
THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING
THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
THIS SHALL INCLUDE CALLING 1-800-424-5555 AND THEN POT
HOLING ALL OF THE EXISTING UTILITY LOCATIONS OF NEW UTILITY
CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS /oQ/ � /
EXIST. THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY /� / \ \ CULVERT /
AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTORS / / -359 / \ \ \ \ \ \ \ IE:352.03
FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL / / - \
UTILITIES. IF CONFLICT SHOULD OCCUR, THE CONTRACTOR SHALL ��' °a _ XTR
CONSULT CES NW INC., AND CITY OF SUMNER SEWER INSPECTORQ/" a
RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITHSDC
CONSTRUCTION. �/ / / 5,550 S.F./ \ \ x RIM:
� / LS / \ / / s° RIM:356.43 /
.0 Q/ / �O^ / //j // \� /' �r IE 12" CPEP:352.43
°
RELOCATED /
/ �,� FIRE HYDRANT Z/
' / �9 F s° i /SDCB
/ ��/ RIM:356.34
SSBOX / / / °� / �h1 HOT B \ \X� �x\p�/ �� cs'° IE 12" :352.5 W).
/QERTRCAL '� p / // // V / Opp \\ �\ /�� s° S� �1 PEP:3 :, 4��W
2 /\
2' ABO E-
Q/ \�caOL� /Opp AILRoaD' 5,550 S.F.
TIES /
10"
WATER METER (TYP)
�� �a �'/ SHED 9 / SAWCUT LINE (TYP) /
a
\ PROPOSED 30'Lx4'Wx3'D INFILTRATION / �'
TRENCHES FOR LOTS 1-5. I U EX, BUILDING \\ / po 00 /i / �, /
FINAL DESIGN TO BE PROVIDED 000 I� TO BE 3
O ,� REMOVED �/ a\
/
\ W/BUILDING PERMITS. 5,554 S /��f �
y
Q /
oQ/ -361 _ h.0\�� \ \ \�� sue___ I ` �' / /� e`'�ti`� sDCB /
RI 56.t5
5' SIDEWALK \ \ \ �\ — /// / 12" :353.25 (NE,X \
rri
TRACT 'D' I �� / °49
> Y
N37'32'39"W /
EX. FIRE HYDRANT `'� �'' \ 25. / Q� Co / \
TO BE RELOCATED �3`- I `' / / / O G / / \ \
- -- \ ( ) ��? �` I�/ 15' STORM DRAINAGE EASEMENT
� 1 `1 \ \9, l °
FOUND SU MO ENT / \
2" BR RISC X'° / \
VI 2024-
8,1( S.F. 6' WO6D r�o �\ 50 \
FENCE
/ S2o16
2" FORCE MAIN
FORCE MAIN SERVICES / Iry ° , \ PLAT OF HAWKS LANDING/\ \ \
AFN. 3511261 \ \
/ N80'11,24" w 135. 69' 7I f _
6' SOLID BOARD FENCE
PROPOSED 35'Lx4'Wx3'D INFILTRATION
TRENCH FOR LOT 6. FINAL DESIGN TO
BE PROVIDED W/BUILDING PERMITS.
0 9,J S.F.
cs
IF,
6' WOOD FENCE
34
I
-0
I I I
I '
I I
L \
I \
I I \ I I END OF LINE CLEAN OUT \ `� \ \
R=100.00 1 \
L=150.58' I \ \
PSG �F86'16'37" 4\ /\
IBS I \
1 I EX. FIRE HYDRANT
o \/
a
°
°
\ SSC00 O FOU D SURFACE MONUMENT \ /
\ SSCO\O 2" BRASS"DISC: W/ 'X'
VISITED 2024- -114 \°
FOUND SURFAC&MONUMENT /
2" BRASS DISC WN, °
VISITED 2024-02-14 \ /
20 0 10 20 40
1 inch = 20 feet.
Curve Table
Curve #
Length
Radius
Delta
C1
14.37'
125.50'
6°33'42"
C2
52.93'
125.50'
24'09'52"
C3
26.11'
125.50'
11 *55'10"
C4
31.79'
125.50'
14°30'52"
OWNERS
PROJECTS WEST, INC.
2014 MERIDIAN ST. S.
PUYALLUP, WA 98371
(253) 841-5603
MJ INC OF WASHINGTON
14028 104TH ST CT E
CES NW INC
429 29TH ST NE, SUITE D
PUYALLUP, WA 98372
(235)-848-4282
SURVEYOR
CES NW INC
429 29TH ST NE, SUITE D
PUYALLUP, WA 98372
(235)-848-4282
CHARLES PODZALINE, PLS
WA. STAMP #50986
LATEST SURVEY DATE: 03/2024
HORIZONTAL DATUM
NAD83-2011 (EPOCH 2O10.00), WASHINGTON
STATE PLANE, SOUTH ZONE (4602), (PER THE
WASHINGTON STATE REFERENCE NETWORK).
BASIS OF BEARINGS
THE MONUMENTED CENTERLINE OF CARTER
LOOP SOUTHEAST WHICH BEARS N52°27'21"E.
VERTICAL DATUM
NAVD88 (PER THE WASHINGTON STATE
REFERENCE NETWORK).
PROJECT BENCHMARK WSDOT STATION
GP34507-27AZ
MONUMENT ID: 377
3 BRASS DISC WITH PUNCH STAMPED WSDOT
GP34507-27AZ"
ELEVATION = 378.037 (NAVD88)
CONTOUR INTERVAL: 1 FOOT.
LEGAL DESCRIPTION
TRACT D OF PLAT OF HAWKS LANDING
AS RECORDED MARCH 13, 2003 UNDER
AUDITOR'S FILE NO. 3511261;
IN THURSTON COUNTY, WASHINGTON
UTILITIES
WATER: CITY OF YELM
SEWER: CITY OF YELM
POWER: PUGET SOUND ENERGY
TELEPHONE: FAIRPOINT COMMUNICATIONS
GAS: PUGET SOUND ENERGY
CABLE: COMCAST
REFUSE: LE MAY
EARTHWORK QUANTITIES
PROPOSED CUT: 1,170 CY
PROPOSED FILL: 60 CY
NET CUT: 1,110 CY
CLEARED AREA: 4,859 SF (0.98 AC)
QUANTITIES ARE FOR PERMIT PURPOSES ONLY.
CONTRACTOR SHALL VERIFY EARTHWORK
QUANTITIES FOR BID PURPOSES.
o`h 4AV, Si: 105th Ave SE
e
oil9 V
Ridgeline Middle School 0
%ftm SITE
0, St Columban
w Catholic Chu
Cochrane
Marnaial Park
SE Thurston "e
Fire Authority
p
104th Ave SE
m
0 Mill Pond
Elementary Si pool
Abe Clary
Creative -Portraits
w
N
- - Fox Hill Rd SE
VICINITY MAP
NTS
SHEET INDEX
C1 COVER SHEET
C2 TESC PLAN
C3 TESC NOTES & DETAILS
C4 GRADING & PAVING PLAN
C5 UTILITY PLAN & PROFILE
C6 CONSTRUCTION NOTES & DETAILS
C7 CONSTRUCTION NOTES & DETAILS
L1 LANDSCAPE PLAN
L2 LANDSCAPE DETAILS & NOTES
PROJECT STATISTICS
ZONING: R-6, MOD. DENSITY RES.
SITE AREA: 39,896 SF (0.92 ACRES)
BUILDING HEIGHT: 35'
FRONT SETBACK: 15'
SIDE SETBACK: 5'
REAR SETBACK: 25'
DRIVEWAY: 20'
SITE ADDRESS
15106 CARTER LOOP S.E.
YELM, WA 98597
PARCEL NUMBER
52920000003
LEGEND
EXISTING
DESCRIPTION
PROPOSED
®
MONUMENT
O
- ---
MONUMENT LINE
- - -
- -
PROPERTY LINE
- - - --
RIGHT OF WAY LINE
- -
EASEMENT LINE - -
- - - - - -
BUILDING SETBACK LINE -------------------
CHAIN LINK FENCE E
E)-
e 0 G
WOOD FENCE
El
Ee
e El El
CURB & GUTTER
-------------
EDGE OF PAVEMENT
CONTOURS
�Op
,Spp'
STREET SIGN
i
❑
STORM DRAIN CATCH BASIN
■
�D
STORM DRAIN MANHOLE
(A)
o
STORM DRAIN CLEANOUT
•
SD
STORM DRAIN LINE
SD
RD
ROOF DRAIN LINE ,RD
SANITARY SEWER MANHOLE
0
SANITARY SEWER CLEANOUT
•
- -S
SANITARY SEWER LINE
S
SANITARY SEWER STUB
SS
- - -FM---
SEWER FORCE MAIN
FM
\C�
FIRE HYDRANT
i
D4
WATER VALVE
N
Ow
WATER METER
THRUST BLOCKING
- - -w—
WATER MAIN
W
LUMINAIRE--¢
-0-
POWER/UTILITY POLE
f
GUY WIRE
ASPHALT CONCRETE
'
CEMENT CONCRETE
POROUS CONCRETE
SAWCUT LINE
- - - - - -
CALL 48 HOURS
BEFORE YOU DIG
DIAL 811
=1
0
tv
Cr
`I0 /❑❑/ ®
ti o W SN
P Ao
Designed:
DPS
Drawn:
JEH
Checked:
CAD
Scale:
1"=20'
Date:
11/21/24
Job No.:
06141
Sheet No.:
C1
1 of 9 Sheets