Preliminary SP and Topo MapPRAIRIE PARK PRELIMINARY SHORT PLAT
PROJECT SPECIFICATIONS
THE WORK ON THIS PROJECT SHALL BE ACCOMPLISHED IN
ACCORDANCE WITH THE FOLLOWING:
1) THE MOST CURRENT VERSION OF THE WASHINGTON STATE
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR
ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION
2) THE MOST CURRENT EDITION OF THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES FOR STREETS AND HIGHWAYS (MUTCD)
3) THE MOST CURRENT EDITION OF THE INTERNATIONAL BUILDING
CODE (IBC)
4) THE MOST CURRENT EDITION OF THE AUTHORITY HAVING
JURISDICTION DEVELOPMENT GUIDELINES AND PUBLIC STANDARDS
THE CONTRACTOR SHALL OBTAIN COPIES OF THESE PUBLICATIONS AT
THE CONTRACTOR'S OWN EXPENSE.
THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR,
MATERIALS, TOOLS, EQUIPMENT, TRANSPORTATION, SUPPLIES, AND
INCIDENTALS REQUIRED TO COMPLETE ALL WORK SHOWN ON THESE
DRAWINGS AND TO OBTAIN ACCEPTANCE BY THE AUTHORITY HAVING
JURISDICTION AND THE PROJECT OWNER.
ANY PROPOSED ALTERATIONS BY THE CONTRACTOR AFFECTING THE
REQUIREMENTS AND INFORMATION IN THESE DRAWINGS SHALL BE
SUBMITTED TO THE ENGINEER OF RECORD IN WRITING FOR APPROVAL.
CONTRACTOR LIABILITY NOTE
THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL
PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.
THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD J.E. GIBSON
CONSULTING HARMLESS FROM ANY AND ALL LIABILITY, REAL OR
ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS
PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE
NEGLIGENCE OF J.E. GIBSON CONSULTING.
GRADING NOTE
ANY CUT AND FILL QUANTITIES, IF SHOWN ON THESE DRAWINGS, ARE
ESTIMATED IN -PLACE VOLUMES AND ARE FOR PLANNING PURPOSES
ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY QUANTITIES
AND APPLY SHRINK AND/OR SWELL FACTORS.
TOPOGRAPHIC NOTE
TOPOGRAPHIC INFORMATION SHOWN ON THESE DRAWINGS WERE
PROVIDED BY A THIRD PARTY SURVEYOR. THE CONTRACTOR SHALL
VERIFY TOPOGRAPHIC INFORMATION IN THE FIELD PRIOR TO
SUBMITTING A BID AND SHALL CONTACT THE ENGINEER OF RECORD IF
THERE IS A DISCREPANCY.
EROSION CONTROL NOTE
EROSION CONTROL MEASURES ARE NOT LIMITED TO THE TO THE ITEMS
ON THESE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE
INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES.
NO SILTATION OF EXISTING OR PROPOSED STORMWATER FACILITIES
SHALL BE ALLOWED. CARE SHALL BE TAKEN TO PREVENT MIGRATION
OF SILTS TO OFF -SITE PROPERTIES. ALL DISTURBED EARTH CAUSED BY
CONTRACTOR'S ACTIVITIES SHALL BE RESTORED IN ACCORDANCE WITH
THE LANDSCAPING PLANS OR HYDROSEEDED IF NO LANDSCAPING PLANS
EXIST.
IF DISCHARGING TO WATERS OF THE STATE AND DISTURBING MORE
THAN ONE (1) OF LAND, THE CONTRACTOR IS RESPONSIBLE FOR
APPLYING AND SECURING COVERAGE UNDER WSDOE'S NPDES GENERAL
PERMIT. THE CONTRACTOR IS HEREBY NOTIFIED THAT IT CAN TAKE UP
TO SIXTY (60) DAYS TO ACQUIRE COVERAGE.
REMOVAL & REPLACEMENT OF
UNSUITABLE MATERIALS
WHENEVER EXCAVATING ACTIVITIES ON -SITE EXPOSE PEAT, SOFT
CLAY, QUICKSAND, OR OTHER UNSUITABLE FOUNDATION MATERIAL,
SUCH MATERIAL SHALL BE REMOVED TO THE DEPTH DIRECTED BY THE
GEOTECHNICAL ENGINEER AND BACKFILLED WITH SUITABLE FOUNDATION
MATERIAL.
UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE AND
HAULED TO A CONTRACTOR PROVIDED WASTE SITE. THE CONTRACTOR
SHALL FURNISH AND PLACE SUITABLE MATERIAL MEETING THE
REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND THE IBC.
STORM DRAINAGE NOTE
TO PROTECT STORMWATER FACILITIES FROM SEDIMENTATION, THE
CONTRACTOR SHALL CONNECT THE FACILITY(IES) TO THE STORM
CONVEYANCE SYSTEM AFTER SITE WORK, ROADS, UTILITIES,
PERMANENT EROSION CONTROL MEASURES, AND FINAL LANDSCAPING
ARE IN PLACE.
DEWATERING
FOUNDATIONS, UTILITY TRENCHES, AND ALL OTHER PARTS OF THE
CONSTRUCTION SITE SHALL BE DEWATERED AND KEPT FREE OF
STANDING WATER AND SATURATED CONDITIONS AS NECESSARY FOR
THE PROPER EXECUTION OF THE WORK. THE CONTRACTOR SHALL
FURNISH, INSTALL, OPERATE, AND MAINTAIN ALL DRAINS, SUMPS,
PUMPS, AND ALL OTHER EQUIPMENT REQUIRED TO PROPERLY DEWATER
THE SITE AS SPECIFIED. DEWATERING SYSTEMS THAT CAUSE A LOSS
OF SOIL FINES FROM FOUNDATION AND HARDSCAPE AREAS WILL NOT
BE PERMITTED.
UTILITIES LOCATE NOTE
THE LOCATION OF EXISTING UTILITIES SHOWN HEREON IS BASED ON
INFORMATION OBTAINED FROM THE TOPOGRAPHIC SURVEY. J.E. GIBSON
CONSULTING ASSUMES NO RESPONSIBILITY AND/OR LIABILITY OF EXISTING
UTILITIES SHOWN OR NOT SHOWN HEREON. CONTRACTOR IS ADVISED TO
VERIFY THE EXACT SIZE, DIAMETER, DEPTH, AND LOCATION OF EXISTING
UTILITIES PRIOR TO STARTING CONSTRUCTION ACTIVITIES. CONTRACTOR
SHALL CALL FOR UNDERGROUND LOCATES AT 1-800-424-5555 PRIOR
TO STARTING CONSTRUCTION ACTIVITIES.
RECORD DRAWINGS
J.E. GIBSON CONSULTING IS REQUIRED BY THE THE AUTHORITY HAVING
JURISDICTION TO PROVIDE RECORD DRAWINGS PRIOR TO ACCEPTANCE.
J.E. GIBSON CONSULTING WILL NOT CERTIFY RECORD DRAWINGS UNLESS
A REPRESENTATIVE OF THE COMPANY HAS INSPECTED ACTUAL
INSTALLATION OF UTILITIES PRIOR TO BACKFILLING.
THE CONTRACTOR SHALL MAINTAIN ONE SET OF THE APPROVED
DRAWINGS THAT SHALL INCLUDE RED LINE MARKUPS (LEGIBLE) OF ANY
ALTERATIONS TO THE DESIGN. THE RED LINE MARKINGS SHALL BE
SUBMITTED TO THE ENGINEER OF RECORD UPON PROJECT COMPLETION.
WORK IN THE RIGHT-OF-WAY
CONTRACTOR SHALL OBTAIN RIGHT-OF-WAY PERMIT AND SHALL SUBMIT
A TRAFFIC CONTROL PLAN TO THE AUTHORITY HAVING JURISDICTION
PRIOR TO STARTING CONSTRUCTION ACTIVITIES. ALL WORK WITHIN THE
RIGHT-OF-WAY SHALL CONFORM TO THE AUTHORITY HAVING
JURISDICTION'S STANDARDS.
DATUM NOTE:
HORIZONTAL - WASHINGTON STATE PLANE COORDINATES, SOUTH ZONE,
NAD 83/2011 BASED ON GPS TIES TO WASHINGTON STATE REFERENCE
NETWORK (WSRN).
VERTICAL - NGVD 29 - CONVERTED FROM NAVD 88 WSRN BY
SUBTRACTING 3.42'
SURVEY UTILITY NOTE:
UTILITIES SHOWN HEREON ARE FROM MAPPING VISIBLE SURFACE
APPURTENANCES, MAPPING UTILITY PAINT MARKS FROM A UTILITY
LOCATING SERVICE, AND USING RECORD UTILITY SYSTEM MAPS
PROVIDED BY OTHERS. BURIED UTILITIES ARE ONLY SHOWN AS
APPROXIMATE AND SHOULD BE VERIFIED BEFORE CONSTRUCTION
ABBREVIATIONS
AC ASPHALT CONCRETE
BCP BEGIN CURB RETURN
BM BENCHMARK
BVC BEGIN VERTICAL CURB
CB CATCH BASIN
CIP CAST IRON PIPE
CL CENTERLINE
CMP CORRUGATED METAL PIPE
CO CLEANOUT
CATV CATV COMMUNICATIONS
DIAM DIAMETER
DIP DUCTILE IRON PIPE
EE ELECTRICAL
ECR END CURB RETURN
EL ELEVATION
EVC END VERTICAL CURB
EXIST EXISTING
FFE FINISHED FLOOR ELEVATION
FG FINISH GRADE
FH FIRE HYDRANT
FL FLOWLINE / FLANGE
FM FORCE MAIN
G GAS
GM GAS METER
GB GB
HP HIGH POINT
L CURVE LENGTH
LF LINEAL FEET
MH MANHOLE
MJ MECHANICAL JOINT
PC POINT OF CURVATURE
PI POINT OF INTERSECTION
PL PROPERTY LINE
POB POINT OF BEGINNING
POC POINT OF CONNECTION
PT POINT OF TANGENCY
PVC POLYVINYL CHLORIDE
R RADIUS
RCP REINFORCED CONCRETE PIPE
R/W RIGHT-OF-WAY
RD ROOF DRAIN
SS SANITARY SEWER
SD STORM SEWER
STA STATION
STEP SEPTIC TANK EFFLUENT PUMP
STD DTL STANDARD DETAIL
T TELEPHONE
TB THRUST BLOCK
TC TOP OF CURB
TYP TYPICAL
UGP UNDERGROUND POWER
W WATER
WM WATER METER
WV WATER VALVE
SECTION 19, TOWNSHIP 17, RANGE 2E, W.M.
"CALL UNDERGROUND LOCATE AT 811 BEFORE YOU DIG"
LEGEND & LINETYPES
EXISTING PROPOSED
-----X -----X -----X -----X ----- X -
-----W-----W-----W-----W-----W-
----- ss ----- ss ----- ss ----- ss —
----- SD ----- SD ----- SD ----- SD —
-----G -----G -----G -----G -----G -
-----P -----P -----P -----P -----P -
----- OH ----- OH ----- OH ----- OH —
---- T-OH----- T-OH----- T-OH
-----T -----T -----T -----T -----T -
-----C -----C -----C -----C -----C -
W
W
SS
SS
FM
FM
SD
SD
G G
P P
OP OP
T-OH T-OH
-----T -----T -----T -----T -----T -
LEGAL DESCRIPTION:
BASED ON THURSTON COUNTY TITLE POLICY NO. SGW 08005875 DATED
MARCH 29, 2023
PARCEL A OF BOUNDARY LINE ADJUSTMENT NO. BLA-12-0110-YL, AS
RECORDED MAY 10, 2012 UNDER AUDITOR'S FILE NO. 4265166;
EXCEPT THAT PORTION CONVEYED TO THE CITY OF YELM BY DEED
RECORDED OCTOBER 12, 1994 UNDER AUDITOR'S FILE NO. 9410120044.
BASED ON CHICAGO TITLE INSURANCE COMPANY CERTIFICATE NO.
CTTC230057001 DATED FEBRUARY 2. 2023
PARCEL B OF BOUNDARY LINE ADJUSTMENT NO. BLA-8059, AS
RECORDED AUGUST 3, 1992 UNDER AUDITOR'S FILE NO. 9208030146
AND AS RE -RECORDED UNDER AUDITOR'S FILE NO. 9212010103;
EXCEPT THAT PORTION CONVEYED TO THE CITY OF YELM BY DEED
RECORDED OCTOBER 12, 1994 UNDER AUDITOR'S FILE NO. 9410120044;
IN THURSTON COUNTY, WASHINGTON.
BASED ON DEED AFN 3372553
PARCEL 2 OF SHORT SUBDIVISION NO. SS-8601, AS RECORDED AUGUST
12, 1986, UNDER FILE NO. 8608120002.
BASED ON BOUNDARY LINE ADJUSTMENT AFN 4705981
PARCEL A CITY OF YELM BOUNDARY LINE ADJUSTMENT BLA
19-0356-YL.
BASED ON DEED AFN 3515154
RIGHT-OF-WAY LINE
PROPERTY LINE
CENTERLINE
EASEMENT LINE
SAWCUT LINE
EDGE OF PAVEMENT/CURB LINE
EDGE OF GRAVEL LINE
SIDEWALK LINE
BUILDING LINE
FENCE LINE
WATER LINE
SEWER LINE
FORCE MAIN LINE
STORM LINE
DITCH LINE
ROADWAY STRIPE LINE
GAS LINE
POWER LINE
OVERHEAD POWER LINE
OVERHEAD PHONE LINE
TELEPHONE LINE
CABLE/COMMUNICATIONS LINE
STORM CATCH BASIN
STORM MANHOLE
FIRE HYDRANT
WATER METER
GATE VALVE
THRUST BLOCKING
WATER BENDS
WATER TEE
SEWER MANHOLE
STORM/SEWER CLEANOUT
COMMENCING AT THE SOUTH QUARTER CORNER OF SECTION 19,
TOWNSHIP 17 NORTH, RANGE 2 EAST, W.M.; THENCE ALONG THE EAST
LINE OF THE SOUTHWEST QUARTER (SW1/4) OF SAID SECTION, NORTH
00'39'18" EAST 1244.06 FEET TO THE INTERSECTION OF THE EAST SIDE
OF FOURTH STREET AND THE EAST LINE OF SAID SOUTHWEST QUARTER
(SW1/4); THENCE SOUTH 39'03'43° WEST ALONG THE EAST SIDE OF
FOURTH STREET 77.83 FEET TO AN EXISTING CHAIN LINK FENCE WHICH
IS THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG THE
EAST SIDE OF FOURTH STREET SOUTH 39'03'43" WEST 119.01 FEET;
THENCE SOUTH 50'56'17" EAST 156.05 FEET; THENCE NORTH 39'03'43"
EAST 117.80 FEET MORE OR LESS TO AN EXISTING CHAIN LINK FENCE;
THENCE ALONG SAID FENCE NORTH 65'53'09" WEST 35.46 FEET; NORTH
18'15'22° WEST 31.94 FEET AND NORTH 55'05'35" WEST 95.15 FEET
MORE OR LESS TO THE POINT OF BEGINNING.
PROJECT INFORMATION:
PROJECT DESCRIPTION:
PRAIRIE PARK SHORT PLAT
OWNER:
C SISTERS, LLC
P.O. BOX 5210
APPLICANT:
JE GIBSON ENGINEERING AND CONSULTING INC
PO BOX 178
TENINO, WA 98589 (360) 951-1454
SITE ADDRESS:
701 PRAIRIE PARK LN SE
YELM, WA 98597
LEGAL DESCRIPTION:
SEE BELOW
TOTAL SITE AREA:
15.90 ACRES
PARCEL NO.
64303700100, 22719340100, 22719340600,
64303700301, 64303700205
ZONING
C-1, GENERAL COMMERCIAL
SANITARY SEWER:
CITY OF YELM
WATER: CITY OF YELM
STORMWATER:
PRIVATE
FIRE DISTRICT'
SOUTHEAST THURSTON FIRE AUTHORITY
FLOOD ZONE:
NONE
SOILS: SPANAWAY GRAVELLY
SANDY LOAM
SHEET INDEX
SHEET NO.
SHEET REF.
SHEET DESCRIPTION
1
CV-01
COVER SHEET
2
PP-01
PRELIMINARY SHORT PLAT MAP
3
PP-02
EXISTING BOUNDARY OVERVIEW
4
SV-01
TOPOGRAPHIC MAP
5
SV-02
TOPOGRAPHIC MAP
6
SV-03
TOPOGRAPHIC MAP
7
SV-04
TOPOGRAPHIC MAP
8
SD-01
PRELIMINARY STORMWATER PLAN
9
SD-02
PRELIMINARY STORMWATER NOTES AND DETAILS
10
UT-01
PRELIMINARY UTILITY PLAN
11
UT-02
SEWER NOTES AND DETAILS
12
UT-03
WATER NOTES AND DETAILS
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