HomeMy WebLinkAbout23-021_Civil SDEV Plans_2023.06.15_JHf.pdfCOMPACTCOMPACTCOMPACT9+00 10+00 11+00 12+00 12+50BP: 9+00.00EP: 12+50.00STA=12+09.54, 0.00
STA=12+09.54, 30.00 LSTA=10+00.00, 0.00
STA=10+00.00, 30.00 L
1 INCH = 30 FEET (22"x34")
GRAPHIC SCALE
60300
1 INCH = 60 FEET (11"x17")COVER SHEETDESCRIPTIONREVISIONDATEBYCONTACT:SHEET TITLE:CLIENT:REV.
WMRTS
DESIGNER:
ENGINEER:
DRAWN:
DATE:
REVISED:
PROJECT:
DWG NAME:
SHEET
OF Phone: 253-857-5454 ~ Fax: 253-509-0044 ~ info@contourpllc.comMailing Address: P.O. Box 949, Gig Harbor, WA 98335Physical Address: 4706 97th Street NW, Suite 100, Gig Harbor, WA 98332CIVIL ENGINEERS ~ SURVEYORS ~ LAND PLANNERSPECOS PIT INT'L FRANCHISE, LLC7681 S 180TH STKENT, WA 98032PAUL KRAKOWPHONE:(253) 224-1412PECOS PIT - YELM
A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SECTION 30, TOWNSHIP 17 N, RANGE 2 E, W.M.,
CITY OF YELM, THURSTON COUNTY, WASHINGTON
PECOS PIT - YELMJFH
JFH
JFH
30 17 N 02E
2023.03.31
2023.06.15
23-021
23-021-C
C1
1 7 1
VICINITY MAP
NOT TO SCALE
CALL 811 AT LEAST 48
HOURS BEFORE YOU DIG
VERIFICATION NOTE
ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE
IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY
CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS
WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER
IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED.
PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING
TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF
THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION
ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY
CONFLICTS ARE IDENTIFIED.
SITE
NE ALGIERSDR SEP
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CRONIC
PREMIUM
CANNABIS
EL TACO
AMIGO 3
KEY BANK
HWY 507
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PARCEL #22730121700
PARCEL #22730110206
PARCEL #22730110207PARCEL#22730110208PARCEL#
22730110205
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PROJECT INFORMATION
ADDRESS:1010 EAST YELM AVE, SUITE H
YELM, WA 98597
PARCEL NUMBER:22730110206
ZONING: C-1 COMMERCIAL
BUILDING AREA:PROJECT BUILDING AREA = 1.840 SQ. FT.
TOTAL BUILDING AREA = 14,394 SQ. FT.
CONSTRUCTION TYPE:V-B FULLY SPRINKLERED
OCCUPANCY TYPE:A-2 - FOOD SERVICE
PARKING:1 - STALL REMOVED
6 - STALLS PROPOSED
NET GAIN OF 5 STALLS
OWNER
YELM PLAZA LLC
8448 N MERCER WAY
MERCER ISLAND, WA 98040
APPLICANT/TENANT
PECOS PIT INT'L FRANCHISE, LLC
7681 S 180TH ST
KENT, WA 98032
ARCHITECT
MERRICK LENTZ ARCHITECT
12815 NE 126TH PL
KIRKLAND, WA 98034
ENGINEER/SURVEYOR
CONTOUR ENGINEERING LLC
P.O. BOX 949
GIG HARBOR, WA 98335
1
0
0
LEGEND
SURVEY PROPOSED
CONTOURS
PROPERTY LINE/RIGHT-OF-WAY
RIGHT-OF-WAY CENTERLINE
EASEMENT
BUILDING SETBACK
STORM DRAIN LINE
SANITARY SEWER LINE
ROOF DRAIN LINE
OVERHEAD POWER LINE
UNDERGROUND POWER LINE
GAS LINE
WATER LINE
TYPE 2 CATCHBASIN
TYPE 1/TYPE 1L CATCHBASIN
STORM DRAIN CLEANOUT (SDCO)
SANITARY SEWER MANHOLE
SANITARY SEWER CLEANOUT (SSCO)
HYDRANT
WATER VALVE
WATER METER
GAS MARKING POST
GAS METER (GM)
GAS VALVE (GV)
MONUMENT
POWER POLE (PP)
GUY WIRE (GW)
POWER VAULT
TRANSFORMER PAD
TELEPHONE JUNCTION BOX
FIRE DEPARTMENT CONNECTION (FDC)
PRESSURE RELEASE VALVE (PRV)
CABLE JUNCTION BOX (CJB)
SIGNAL BOX (SB)
WHEEL STOP
SIGN
BOLLARD
ASPHALT
CONCRETE
WATER MARKING POST (WMP)
LIGHT STANDARD/YARD LIGHT (LS/YL)
POWER MANHOLE (PMH)
LEGAL DESCRIPTION
LOT 4 OF THURSTON COUNTY SHORT PLAT
NO.SS-988210-YL, ACCORDING TO THE SHORT PLAT
RECORDED JULY 22, 1998 UNDER RECORDING NO.3167697,
RECORDS OF THURSON COUNTY, WASHINGTON.
A NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AS
CREATED BY DOCUMENT RECORDED UNDER RECORDING
NO. 9412190120, RECORDS OF THURSTON COUNTY,
WASHINGTON.
BASIS OF BEARING
GRID NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT
GRID WASHINGTON STATE NORTH ZONE COORDINATES.THE NORTH AMERICAN
DATUM OF 1983/2011 (NAD 83/2011 EPOCH 2010.00) GRID COORDINATES WERE
FOUND TO BE 592151.74 / 1118349.08 AT A "X" IN 3" BRASS DISC LOCATED
AT THE INTERSECTION OF NE CREEK STREET AND NE 103RD AVENUE. THE
INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 0.9999871194
AND THE GRID SCALE FACTOR OF 0.9999335658 WAS APPLIED TO THE GRID
COORDINATES FOR SHOWN GROUND DISTANCES.
VERTICAL DATUM
BASE:
HELD STATION OLAR AS PUBLISHED ON WASHINGTON
STATE REFERENCE NETWORK WEBSITE
(HTTP://WWW.WSRN3.ORG)
ELEVATION: 205.488 FEET (NAVD88)
SITE: CE 101, A SET HUB AND MAG NORTH OF SITE ON THE
EAST SIDE OF NE PLAZA DRIVE SE AS SHOWN HEREON.
ELEVATION: 347.84 FEET(NAVD88)
SURVEYOR'S NOTES
1)THE MONUMENT CONTROL SHOWN FOR THIS SITE
WAS ACCOMPLISHED BY FIELD TRAVERSE UTILIZING
A TWO (2) SECOND THEODOLITE WITH INTEGRAL
ELECTRONIC DISTANCE MEASURING METER
(TRIMBLE S6)AND REAL TIME KINEMATIC (RTK)
GLOBAL POSITIONING SYSTEM (GPS)(TRIMBLE R10).
LINEAR AND ANGULAR CLOSURE OF THE TRAVERSES
MEET THE STANDARDS OF WAC 332-130-090.
2)UTILITIES OTHER THAN THOSE SHOWN MAY EXIST
ON THIS SITE. ONLY THOSE WHICH ARE VISIBLE
OR HAVING VISIBLE EVIDENCE OF THEIR
INSTALLATION ARE SHOWN HEREON.
3)THIS SURVEY REPRESENTS PHYSICAL IMPROVEMENT
CONDITIONS AS THEY EXISTED FEBRUARY 14, 2023,
THE DATE OF THIS FIELD SURVEY.
4)THE LEGAL DESCRIPTION SHOWN HEREON IS
PROVIDED BY THE CLIENT. NO ADDITIONAL
RESEARCH HAS BEEN ATTEMPTED.
5)OFFSET DIMENSIONS SHOWN HEREON ARE
MEASURED PERPENDICULAR TO PROPERTY LINES.
6)IT IS NOT THE INTENT OF THIS SURVEY TO SHOW
EASEMENTS OR RESERVATIONS WHICH MAY EFFECT
THIS SITE.
7)THE PURPOSE OF THIS SURVEY IS TO SUPPORT
FUTURE POTENTIAL DEVELOPMENT.
8)ELEVATION CONTOURS SHOWN HEREON ARE
DERIVED FROM FIELD MEASUREMENTS AND MEET
OR EXCEED THE MINIMUM ACCURACY CRITERIA OF
THE NATIONAL MAPPING STANDARD, BEING
ONE-HALF THE CONTOUR INTERVAL.
TRENCH NOTE
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 IS ALONE
RESPONSIBLE FOR WORKER SAFETY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE
REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT,
CHAPTER 49.17 RCW.
FILL SPECIFICATION
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. ONLY EARTH MATERIAL SHALL BE PLACED IN FILLS.
EXISTING UTILITY INFORMATION DEPICTED ON THESE PLANS WAS
OBTAINED FROM BEST AVAILABLE SOURCES AT THE TIME OF DESIGN.
CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE RELOCATION OF
EXISTING UNDERGROUND CONFLICTING UTILITIES DEPICTED OR NOT
DEPICTED ON THESE PLANS.
UTILITY NOTES
1.HOLD A PRE-CONSTRUCTION MEETING WITH THE CITY AND OBTAIN REQUIRED PERMITS.
2.FIELD LOCATE AND VERIFY ALL EXISTING SERVICES AND UTILITIES WITHIN THE PROJECT
AREA PRIOR TO CONSTRUCTION. SEE VERIFICATION NOTE. NOTIFY PROJECT ENGINEER IF
CONFLICT WITH UTILITIES OR DESIGNS.
3.ESTABLISH LIMITS OF DISTURBANCE.
4.INSTALL INLET PROTECTION AND OTHER EROSION CONTROL MEASURES NEEDED BASED ON
FIELD CONDITIONS.
5.SCHEDULE EROSION CONTROL INSPECTIONS WITH THE CITY.
6.DEMOLISH AND REMOVE PER PLAN OR AS COORDINATED WITH CITY.
7.CONSTRUCT IMPROVEMENTS PER PLANS.
8.ARRANGE FINAL INSPECTION WITH THE CITY.
9.ON-SITE TESC MEASURES SHALL REMAIN UNTIL THE SITE IS STABILIZED TO THE APPROVAL
OF THE INSPECTOR.
10.REMOVE TESC MEASURES WHEN ALLOWED BY THE CITY INSPECTOR.
CONSTRUCTION SEQUENCE
SHEET INDEX (7 SHEETS)
C1 COVER SHEET
C2 CIVIL SITE PLAN
C3 TESC PLAN
C4 TESC NOTES AND DETAILS
C5 GRADING AND DRAINAGE PLAN
C6 NOTES AND DETAILS
C7 NOTES AND DETAILS
REPLANTED/LANDSCAPED
2023.06.15
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9+00
10+00
11+00
12+00 12+50BP: 9+00.00EP: 12+50.00BEGIN 12" STOP BAR
STA=10+28.17, 76.52 L
11.0'
1
8
.
0
'9.0'28.0'25.9'14.7'16.2'8
8
.
0
'
2
5
.
3
'29.3'2
9
.
1
'28.8'R15.0'R
1
5
.
0
'
R75.0'
R10.0'
R1
0
.
0
'
EXISTING ENTRANCE AND HARD SURFACE
TO BE REMOVED AND REPLACED WITH
APPROPRIATE LANDSCAPING.
EXISTING 60.0' PUBLIC
RIGHT-OF-WAY
NEW EXTRUDED CURBING
MAINTAIN EXISTING STOP
SIGN AND STOP BAR
MAINTAIN EXISTING STOP BAR
INSTALL NEW STOP SIGN IF NEEDED.
REPLACE STOP BAR AND
RELOCATE STOP SIGN
MAINTAIN EXISTING STOP SIGN
AND STOP BAR
NEW TYPE II DRIVEWAY APPROACH
ALIGNED WITH NE ALGIERS DR SE.
NEW EXTRUDED
CURBING (TYP.)
12.5' REPLACED SIDEWALK SECTIONS
AREAS TO BE REPLANTED/LANDSCAPED
(3) NEW STRIPED STANDARD
PARKING STALLS
PAINT STRIPE
EXISTING FIRE
HYDRANT
(3) NEW STRIPED STANDARD
PARKING STALLS
R20.0'12.7
'13.5'1
1
.
0
'
7.
0
'
R15.0'
R18.0'
R15.0'
1
8
.
0
'9.0'33.0'24.2'4
6
.
8
'
NEW CONCRETE BARRIER
CURB ALONG DRIVE THRU33.8'10.9'WHEEL STOP (TYP.)
4" WIDE, WHITE PARKING
STALL PAINT LINES (TYP.)
4" WIDE, WHITE PARKING
STALL PAINT LINES (TYP.)
4" WIDE, WHITE PAINT LINES,
2-FT SPACING (OC) AT 45° (TYP.)
R30.0'
AREA TO BE REPLANTED/LANDSCAPED
INSTALL NEW 'ONE WAY' SIGN
STA=11+73.50, 107.65 L
DRIVE UP
WINDOWRAILING PER BUILDING PLANS
REPLACE VERTICAL CURB AND GUTTER.
MATCH EXISTING ELEVATIONS AND FLOW LINE.
INSTALL NEW 'ONE WAY' SIGN
STA=9+62.47, 100.84 L
INSTALL NEW 'ONE WAY' SIGN
STA=9+84.43, 130.24 L
BEGIN 6" WIDE, WHITE CENTER PAINT LINE
STA=9+05.07, 171.57 L
TRAFFIC DIRECTION ARROW PLACED AT
CENTER OF ASSOCIATED LANE (TYP.)
SHALL BE INSTALLED AS SHOWN OR AS
REQUIRED TO CLARIFY INTERNAL
VEHICULAR MOVEMENTS AND DIRECTIONCOMPACTCOMPACTCOMPACT5.0' CROSSWALK5.0'
CROSSWALK
1
3
.
0
'
RELOCATE EXISTING STOP SIGN
STA=9+90.38, 133.89 L
ADD 'NO RIGHT TURN' SIGN TO POST.
REPLACE STOP BAR.
(1) PARKING STALL
TO BE REMOVED
NEW EXTRUDED
CURBING (TYP.)
END 6" WIDE, WHITE CENTER PAINT LINE
STA=9+74.35, 117.30 L
TRAFFIC DIRECTION ARROW PLACED AT CENTER OF ASSOCIATED LANE (TYP.)
SHALL BE INSTALLED AS SHOWN OR AS REQUIRED TO CLARIFY INTERNAL
VEHICULAR MOVEMENTS AND DIRECTION
(4) PARKING STALLS TO BE RE-STRIPED WITH (3) STALLS
CONVERTING TO COMPACT.
WHEEL STOPS RELOCATED OR REPLACED ACCORDINGLY.
BEGIN 12" STOP BAR
STA=10+05.04, 123.49 L
RELOCATED 'STOP' SIGN
STA=10+38.66, 91.67 L
1 INCH = 20 FEET (22"x34")
GRAPHIC SCALE
40200
1 INCH = 40 FEET (11"x17")CIVIL SITE PLANDESCRIPTIONREVISIONDATEBYCONTACT:SHEET TITLE:CLIENT:REV.
WMRTS
DESIGNER:
ENGINEER:
DRAWN:
DATE:
REVISED:
PROJECT:
DWG NAME:
SHEET
OF Phone: 253-857-5454 ~ Fax: 253-509-0044 ~ info@contourpllc.comMailing Address: P.O. Box 949, Gig Harbor, WA 98335Physical Address: 4706 97th Street NW, Suite 100, Gig Harbor, WA 98332CIVIL ENGINEERS ~ SURVEYORS ~ LAND PLANNERSPECOS PIT INT'L FRANCHISE, LLC7681 S 180TH STKENT, WA 98032PAUL KRAKOWPHONE:(253) 224-1412PECOS PIT - YELM
A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SECTION 30, TOWNSHIP 17 N, RANGE 2 E, W.M.,
CITY OF YELM, THURSTON COUNTY, WASHINGTON
PECOS PIT - YELMJFH
JFH
JFH
30 17 N 02E
2023.03.31
2023.06.15
23-021
23-021-C
C2
2 7 1
VICINITY MAP
NOT TO SCALE
SITE
HWY 507
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1
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0
LEGEND
SURVEY PROPOSED
CONTOURS
PROPERTY LINE/RIGHT-OF-WAY
RIGHT-OF-WAY CENTERLINE
EASEMENT
BUILDING SETBACK
STORM DRAIN LINE
SANITARY SEWER LINE
ROOF DRAIN LINE
OVERHEAD POWER LINE
UNDERGROUND POWER LINE
GAS LINE
WATER LINE
TYPE 2 CATCHBASIN
TYPE 1/TYPE 1L CATCHBASIN
STORM DRAIN CLEANOUT (SDCO)
SANITARY SEWER MANHOLE
SANITARY SEWER CLEANOUT (SSCO)
HYDRANT
WATER VALVE
WATER METER
GAS MARKING POST
GAS METER (GM)
GAS VALVE (GV)
MONUMENT
POWER POLE (PP)
GUY WIRE (GW)
POWER VAULT
TRANSFORMER PAD
TELEPHONE JUNCTION BOX
FIRE DEPARTMENT CONNECTION (FDC)
PRESSURE RELEASE VALVE (PRV)
CABLE JUNCTION BOX (CJB)
SIGNAL BOX (SB)
WHEEL STOP
SIGN
BOLLARD
ASPHALT
CONCRETE
WATER MARKING POST (WMP)
LIGHT STANDARD/YARD LIGHT (LS/YL)
POWER MANHOLE (PMH)NE ALGIERS DRSENEW PECOS PIT
FF=351.39 NISQUALLY CENTERKING CRONIC
PREMIUM
CANNABIS
EL TACO
AMIGO 3
KEY BANK
PARCEL #22730121700
PARCEL #22730110206
PARCEL #22730110207
PARC
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2273
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PROJECT INFORMATION
ADDRESS:1010 EAST YELM AVE, SUITE H
YELM, WA 98597
PARCEL NUMBER:22730110206
ZONING: C-1 COMMERCIAL
BUILDING AREA:PROJECT BUILDING AREA = 1.840 SQ. FT.
TOTAL BUILDING AREA = 14,394 SQ. FT.
CONSTRUCTION TYPE:V-B FULLY SPRINKLERED
OCCUPANCY TYPE:A-2 - FOOD SERVICE
PARKING:1 - STALL REMOVED
6 - STALLS PROPOSED
NET GAIN OF 5 STALLS
OWNER
YELM PLAZA LLC
8448 N MERCER WAY
MERCER ISLAND, WA 98040
APPLICANT/TENANT
PECOS PIT INT'L FRANCHISE, LLC
7681 S 180TH ST
KENT, WA 98032
ARCHITECT
MERRICK LENTZ ARCHITECT
12815 NE 126TH PL
KIRKLAND, WA 98034
ENGINEER/SURVEYOR
CONTOUR ENGINEERING LLC
P.O. BOX 949
GIG HARBOR, WA 98335
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REPLANTED/LANDSCAPED
2023.06.15
MAINTAIN EXISTING STOP BAR
INSTALL NEW STOP SIGN IF NEEDED.
4" WIDE, WHITE PARKING
STALL PAINT LINES (TYP.)
RAILING PER BUILDING PLANSINSTALL NEW 'ONE WAY' SIGN
STA=9+62.47, 100.84 L
INSTALL NEW 'ONE WAY' SIGN
STA=9+84.43, 130.24 L
5.0'
CROSSWALK
RELOCATE EXISTING STOP SIGN
STA=9+90.38, 133.89 L
ADD 'NO RIGHT TURN' SIGN TO POST.
REPLACE STOP BAR.
(1) PARKING STALL
TO BE REMOVED
NEW EXTRUDED
CURBING (TYP.)
END 6" WIDE, WHITE CENTER PAINT LINE
STA=9+74.35, 117.30 L
TRAFFIC DIRECTION ARROW PLACED AT CENTER OF ASSOCIATED LANE (TYP.)
SHALL BE INSTALLED AS SHOWN OR AS REQUIRED TO CLARIFY INTERNAL
VEHICULAR MOVEMENTS AND DIRECTION
(4) PARKING STALLS TO BE RE-STRIPED WITH (3) STALLS
CONVERTING TO COMPACT.
WHEEL STOPS RELOCATED OR REPLACED ACCORDINGLY.
PAVEMENT
AND CURBING
DRIVEWAY APPROACH
BUILDING OVERHANG, SIDEWALK
SECTIONS, PARKING STALL AND CURBING
PAVEMENT
AND CURBING
WATER VALVE AND
IRRIGATION FACILITIES
STORM FACILITIES
STOP SIGN
AND BAR
STORM FACILITIES
AND STOP BAR BUILDING COLUMNS
AND OVERHANG ON
SOUTH SIDE
STORM AND
SEWER FACILITIES
STORM AND
ALL UTILITIES
9+00
10+00
11+00
12+00 12+50BP: 9+00.00EP: 12+50.001 INCH = 20 FEET (22"x34")
GRAPHIC SCALE
40200
1 INCH = 40 FEET (11"x17")TESC PLANDESCRIPTIONREVISIONDATEBYCONTACT:SHEET TITLE:CLIENT:REV.
WMRTS
DESIGNER:
ENGINEER:
DRAWN:
DATE:
REVISED:
PROJECT:
DWG NAME:
SHEET
OF Phone: 253-857-5454 ~ Fax: 253-509-0044 ~ info@contourpllc.comMailing Address: P.O. Box 949, Gig Harbor, WA 98335Physical Address: 4706 97th Street NW, Suite 100, Gig Harbor, WA 98332CIVIL ENGINEERS ~ SURVEYORS ~ LAND PLANNERSPECOS PIT INT'L FRANCHISE, LLC7681 S 180TH STKENT, WA 98032PAUL KRAKOWPHONE:(253) 224-1412PECOS PIT - YELM
A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SECTION 30, TOWNSHIP 17 N, RANGE 2 E, W.M.,
CITY OF YELM, THURSTON COUNTY, WASHINGTON
PECOS PIT - YELMJFH
JFH
JFH
30 17 N 02E
2023.03.31
2023.06.15
23-021
23-021-C
C3
3 7 1
CALL 811 AT LEAST 48
HOURS BEFORE YOU DIG
VERIFICATION NOTE
ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE
IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY
CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS
WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER
IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED.
PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING
TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF
THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION
ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY
CONFLICTS ARE IDENTIFIED.
TESC LEGEND
INLET PROTECTION
SEE DETAIL 2, SHEET C4
DISTURBANCE LIMITS (0.25 AC)
DEMOLISH AND REMOVE, AS
NOTED. DISPOSE OF AT AN
APPROVED SITE.
CONSTRUCTION FENCE NOTES
CONSTRUCTION FENCING SHALL BE PLACED ALONG NOTED LIMITS OF
DISTURBANCE, UNLESS OTHERWISE APPROVED BY CITY INSPECTOR.
IF APPLICABLE, SILT FENCE CAN BE USED AS THE CONSTRUCTION
FENCING.
ALL FENCING IS TO BE PLACED NO CLOSER THAN 2-FT TO THE
PROPERTY LINE. CONTRACTOR TO ADJUST FENCING AS NEEDED
DURING CONSTRUCTION AS NEEDED.
PRESERVE AND
PROTECT AS NOTED
INLET PROTECTION NOTE
INLET PROTECTION SHALL BE INSTALLED IN ALL
EXISTING INLETS DOWNSTREAM AND WITHIN
500-FT OF SITE DISTURBED AREAS, AND IN ALL NEW
INLETS BOTH ON-SITE AND OFF-SITE
CONTRACTOR TESC NOTES
1.INSTALL CONSTRUCTION ENTRANCE AND EROSION CONTROL BMPS AS
DIRECTED BY THE INSPECTOR.
2.SILTATION FENCE AND ANY OTHER TESC MEASURES SHALL BE INSTALLED
AS NEEDED AS SITE CONDITIONS WARRANT OR PER CITY INSPECTOR.
3.NO TRACKING OF DIRT OR MUD IS ALLOWED ONTO THE CITY ROADWAYS.
ROADS SHALL BE SWEPT IF THIS OCCURS OR AS NEEDED.
4.ADJACENT PROPERTIES, PUBLIC RIGHT-OF-WAYS AND CRITICAL AREAS
AND BUFFERS SHALL BE PROTECTED FROM EROSION AND
SEDIMENTATION OF THE PROJECT.2023.06.15
DESCRIPTIONREVISIONDATEBYCONTACT:SHEET TITLE:CLIENT:REV.
WMRTS
DESIGNER:
ENGINEER:
DRAWN:
DATE:
REVISED:
PROJECT:
DWG NAME:
SHEET
OF Phone: 253-857-5454 ~ Fax: 253-509-0044 ~ info@contourpllc.comMailing Address: P.O. Box 949, Gig Harbor, WA 98335Physical Address: 4706 97th Street NW, Suite 100, Gig Harbor, WA 98332CIVIL ENGINEERS ~ SURVEYORS ~ LAND PLANNERSPECOS PIT INT'L FRANCHISE, LLC7681 S 180TH STKENT, WA 98032PAUL KRAKOWPHONE:(253) 224-1412PECOS PIT - YELM
A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SECTION 30, TOWNSHIP 17 N, RANGE 2 E, W.M.,
CITY OF YELM, THURSTON COUNTY, WASHINGTON
PECOS PIT - YELMJFH
JFH
JFH
30 17 N 02E
2023.03.31
2023.06.15
23-021
23-021-C
C4
4 7 1TESC NOTES AND DETAILSFILTER FABRIC NOTES
1.FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL AND CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS.
WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH
OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POSTS.
2.POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES).
3.A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 INCHES WIDE AND 12 INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM
THE BARRIER. THIS TRENCH SHALL BE BACKFILLED WITH WASHED GRAVEL.
4.WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE
SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND
INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE.
5.THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE
EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER
FABRIC SHALL NOT BE STAPLED TO EXISTING TREES.
6.WHEN EXTRA-STRENGTH FILTER FABRIC AND CLOSER POST SPACING IS USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN
SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ABOVE NOTES
APPLYING.
7.FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED.
8.FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL.
ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.
9.SILT FENCES WILL BE INSTALLED PARALLEL TO ANY SLOPE CONTOURS.
10.CONTRIBUTING LENGTH TO FENCE WILL NOT BE GREATER THAN 100 FEET.
11.DO NOT INSTALL BELOW AN OUTLET PIPE OR WEIR.
12.INSTALL DOWNSLOPE OF EXPOSED AREAS.
13.DO NOT DRIVE OVER OR FILL OVER SILT FENCES.
1 NOT TO SCALE
FILTER FABRIC FENCE
2 NOT TO SCALE
INLET PROTECTION
INLET PROTECTION NOTES
1.FILTERS SHALL BE INSPECTED AFTER EACH STORM EVENT AND CLEANED OR
REPLACED WHEN 1/3 FULL.
2.ALL CATCH BASINS WITHIN 500' DOWNSLOPE OF PROJECT SITE SHALL INSTALL
INLET PROTECTION, AS WELL AS ANY OTHER CATCH BASINS THAT COULD
POSSIBLE RECEIVE RUNOFF FROM THE CONSTRUCTION SITE SHALL HAVE INLET
PROTECTION INSTALLED AND MAINTAINED
CATCH BASIN
OVERFLOW (TO
BYPASS PEAK
STORM VOLUMES)
SEDIMENT
ACCUMULATION
GEOTEXTILE
FABRIC
36"48"
ADAPTER SKIRT RETRIEVAL STRAP
24"
SEEDING NOTES
1.SEED MIXTURE SHALL BE AS BELOW AND SHALL BE APPLIED AT THE RATE RECOMMENDED BY
THE SUPPLIER
GERMINATION REDTOP (AGROSTIS ALBA) 10 PERCENT
ANNUAL RYE (LOLIUM MULTIFLORUM) 40 PERCENT
CHEWING FESCUE (FESTUCA RUBRA COMMUTATA,
JAMESTOWN, BANNER, SHODOW,
OR KOKET)40 PERCENT
WHITE DUTCH CLOVER (TRIFOLIUM REPENS) 10 PERCENT
2.SEED BEDS PLANTED BETWEEN MAY 1 AND OCTOBER 31 WILL REQUIRE IRRIGATION AND OTHER
MAINTENANCE AS NECESSARY TO FOSTER AND PROTECT THE ROOT STRUCTURE.
3.FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30, ARMORING OF THE SEED BED
WILL BE NECESSARY. (E.G., GEOTEXTILES, JUTE MAT, CLEAR PLASTIC COVERING).
4.BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT
TERRACES, INTERCEPTOR DIKES, SWALES, LEVEL SPREADERS AND SEDIMENT BASINS.
5.THE SEEDBED SHALL BE FIRM WITH A FAIRLY FINE SURFACE, FOLLOWING SURFACE
ROUGHENING. PERFORM ALL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE.
6.FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIER'S RECOMMENDATIONS. AMOUNTS USED
SHOULD BE MINIMIZED, ESPECIALLY ADJACENT TO WATER BODIES AND WETLANDS.
STANDARD EROSION CONTROL NOTES
1.ON-SITE EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. ANY PROBLEMS OCCURRING BEFORE FINAL ACCEPTANCE OF THE
STORM SYSTEM BY THE CITY SHALL BE CORRECTED BY THE APPLICANT AND/OR
THE CONTRACTOR.
2.IN CASE EROSION OR SEDIMENTATION OCCURS TO ADJACENT PROPERTY, ALL
CONSTRUCTION WORK WITHIN THE DEVELOPMENT THAT WILL AGGRAVATE THE
SITUATION MUST CEASE AND THE APPLICANT/CONTRACTOR SHALL IMMEDIATELY
COMMENCE RESTORATION OR MITIGATION MEASURES. RESTORATION ACTIVITY
SHALL CONTINUE UNTIL SUCH TIME AS THE PROBLEM IS RECTIFIED.
3.ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHOWN ON THIS
DRAWING SHALL BE INSTALLED PRIOR TO OR AS THE FIRST STAGE OF SITE
PREPARATION.
4.SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES
AS SHOWN ON THIS DRAWING DO NOT PROVE ADEQUATE TO CONTROL EROSION
AND SEDIMENTATION, THE APPLICANT/CONTRACTOR SHALL INSTALL
ADDITIONAL FACILITIES AS NECESSARY TO PROTECT ADJACENT PROPERTIES,
SENSITIVE AREAS, NATURAL WATER COURSES, AND/OR STORM DRAINAGE
SYSTEMS.
5.IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION OR EXPERIENCED
LAND DISTURBING ACTIVITIES AND WHERE NO FURTHER WORK IS ANTICIPATED
FOR A PERIOD EXCEEDING THE LISTED CRITERIA, ALL DISTURBED AREAS MUST
BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING, OR OTHER
APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR
IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE
MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED,
HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE APPLICANT/CONTRACTOR,
BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT.
6.THE PROJECT ENGINEER OR PROJECT SURVEYOR WILL BE RESPONSIBLE FOR
FIELD LOCATING THE CLEARING LIMITS AND ESTABLISHING THOSE BOUNDARIES
WITH BRIGHT COLORED FLAGGING. THE CONTRACTOR SHALL CLEAR TO THE
LIMITS AS ESTABLISHED ON THIS PLAN AND AS FLAGGED IN THE FIELD.
7.THE CITY SHALL BE RESPONSIBLE FOR THE INSPECTION AND ACCEPTANCE OF
ALL CLEARING AND GRADING WORK AND EROSION AND SEDIMENTATION
CONTROL FACILITIES. THE APPLICANT AND/OR CONTRACTOR SHALL NOTIFY THE
CITY FORTY-EIGHT HOURS IN ADVANCE OF EACH REQUIRED EROSION AND
SEDIMENT CONTROL INSPECTION AS PER CITY REQUIREMENTS OR AS OUTLINED
ON ISSUED PERMIT.
8.ALL WORK ASSOCIATED WITH STABILIZING THE DISTURBED AREAS SHALL BE IN
ACCORDANCE WITH THE 2005 STORMWATER MANAGEMENT MANUAL FOR
WESTERN WASHINGTON.
9.ALL NECESSARY FACILITIES SHALL BE MAINTAINED ON-SITE TO PREVENT
DEBRIS, DUST, AND MUD FROM ACCUMULATING ON THE PUBLIC RIGHT-OF-WAY.
10.UNDER NO CIRCUMSTANCES IS CONCRETE WASH OUT WATER OR HEAVY
SEDIMENTS TO BE ALLOWED IN THE STORM SYSTEM.
1.MULCH MATERIALS USED SHALL BE STRAW OR HAY, AND SHALL BE
APPLIED AT THE RATE OF 75-100 POUNDS PER 1000 SQ. FT. (APPX 2”
THICK).
2.MULCHES SHALL BE APPLIED IN ALL AREAS WITH EXPOSED SLOPES
GREATER THAN 2:1.
3.MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING OR IN AREAS
WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON.
4.ALL AREAS NEEDING MULCH SHALL BE COVERED BY NOVEMBER 1.
MULCHING NOTES
1.PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MILS AND SHALL MEET
THE REQUIREMENTS OF THE STATE STANDARD SPECIFICATIONS SECTION 9-14.5.
2.COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING
SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10-FOOT GRID SPACING IN ALL
DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN FULL LENGTH AND
THERE SHALL BE A LEAST A 12 INCH OVERLAP OF ALL SEAMS.
3.CLEAR PLASTIC COVERING SHALL BE INSTALLED IMMEDIATELY ON AREAS SEEDED
BETWEEN NOVEMBER 1 AND MARCH 31 AND REMAIN UNTIL VEGETATION IS FIRMLY
ESTABLISHED.
4.WHEN THE COVERING IS USED ON UN-SEEDED SLOPES, IT SHALL BE KEPT IN PLACE
UNTIL THE NEXT SEEDING PERIOD.
5.PLASTIC COVERING SHEETS SHALL BE BURIED TWO FEET AT THE TOP OF SLOPES IN
ORDER TO PREVENT SURFACE WATER FLOW BENEATH SHEETS.
6.PROPER MAINTENANCE INCLUDES REGULAR CHECKS FOR RIPS AND DISLODGED ENDS.
PLASTIC COVERING NOTES
2023.06.15
COMPACTCOMPACTCOMPACTTC 349.52±
BC 349.02±
MATCH EG
9+00
10+00
11+00
12+00 12+50BP: 9+00.00EP: 12+50.00TC 349.83±
BC 349.33±
MATCH EG
REPLACE VERTICAL
CURB & GUTTER
349.61±
MATCH EG
348.94±
MATCH EG
TC 348.40±
BC 347.90±
MATCH EG
TC 348.73±
BC 348.23±
MATCH EG TC 348.25
BC 348.21
348.98± MATCH EG
STA=11+22.95, 50.20 L
348.56348.85
349.41
13.0%10.0%349.80
349.78
5.0%349.69348.39
351.39 EG
DOOR
351.39 EG
DOOR
5.
9%
349.93
DRIVE UP WINDOW
TC 350.32±
BC 349.82±
MATCH EG1.0%TC 350.57±
BC 350.07±
MATCH EG
TC 351.62±
BC 351.22±
MATCH EG
1.0' OPENING IN CURB TO ALLOW PASSAGE OF DRAINAGE.
CURB SHALL NOT IMPEDE EXISTING DRAINAGE PATTERN.
349.89±
MATCH EG
349.75± MATCH EG
STA=10+75.11, 80.05 L
349.93±
MATCH EG
349.86
1.1
%
NEW BARRIER CURB ALONG
BOTH SIDES OF DRIVE THRU
ASPHALT OVER PARKING STALLS TO
BUILD-UP TO SIDEWALK ELEVATION
351.45±
MATCH EG
351.15±
MATCH EG
350.17±
MATCH EG
REPLACED SIDEWALK
SECTIONS
349.82± MATCH EG
STA=10+22.53, 120.76 L
349.84±
MATCH EG
348.77±
MATCH EG
351.15±
MATCH EG
350.04±
MATCH EG
NEW EXTRUDED CURB
348.80± MATCH EG
STA=9+76.38, 85.49 L350.03± MATCH EG
STA=9+61.19, 75.66 L
349.86
STA=9+62.19, 72.41 L
349.59
STA=9+68.25, 72.03 L
349.77± MATCH EG
STA=10+17.60, 106.34 L
350.03±
MATCH EG
NEW EXTRUDED
CURB
351.35
350.86
349.86349.65
350.21
350.10
348.85±
MATCH EG
6.
0%1.0%1.2
%
1.1
%
1.5
%
351.13
1.
8%
6.
8%
TC 351.35±
BC 350.85±
MATCH EG TC 351.05±
BC 350.55±
MATCH EG
TC 351.02±
BC 350.52±
MATCH EG
TC 351.11±
BC 350.61±
MATCH EG
TC 351.34±
BC 350.84±
MATCH EG
NEW BARRIER CURB
ALONG BOTH SIDES
OF DRIVE THRU
NEW TYPE II DRIVEWAY APPROACH
STA=11+51.92, 18.49 L (CENTER)
TC 347.96
BC 347.92
349.50 7.0%±30' NEW EXTRUDED CURB ACROSS REMOVED DRIVEWAY AT EXISTING GRADE.
CURB SHALL NOT IMPEDE EXISTING DRAINAGE PATTERN TO NORTH.
349.20
1.
2%
4.4%
1.0' OPENING IN CURB TO ALLOW PASSAGE OF DRAINAGE.
CURB SHALL NOT IMPEDE EXISTING DRAINAGE PATTERN.
TC 351.57±
BC 351.07±
MATCH EG
TC 351.41±
BC 350.91±
MATCH EG
349.57± MATCH EG
STA=11+80.87, 50.47 L
1 INCH = 20 FEET (22"x34")
GRAPHIC SCALE
40200
1 INCH = 40 FEET (11"x17")GRADING AND DRAINAGE PLANDESCRIPTIONREVISIONDATEBYCONTACT:SHEET TITLE:CLIENT:REV.
WMRTS
DESIGNER:
ENGINEER:
DRAWN:
DATE:
REVISED:
PROJECT:
DWG NAME:
SHEET
OF Phone: 253-857-5454 ~ Fax: 253-509-0044 ~ info@contourpllc.comMailing Address: P.O. Box 949, Gig Harbor, WA 98335Physical Address: 4706 97th Street NW, Suite 100, Gig Harbor, WA 98332CIVIL ENGINEERS ~ SURVEYORS ~ LAND PLANNERSPECOS PIT INT'L FRANCHISE, LLC7681 S 180TH STKENT, WA 98032PAUL KRAKOWPHONE:(253) 224-1412PECOS PIT - YELM
A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SECTION 30, TOWNSHIP 17 N, RANGE 2 E, W.M.,
CITY OF YELM, THURSTON COUNTY, WASHINGTON
PECOS PIT - YELMJFH
JFH
JFH
30 17 N 02E
2023.03.31
2023.06.15
23-021
23-021-C
C5
5 7 1
CALL 811 AT LEAST 48
HOURS BEFORE YOU DIG
VERIFICATION NOTE
ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA SHALL BE
IDENTIFIED AND VERIFIED FOR DEPTH AND LOCATION PRIOR TO ANY
CONSTRUCTION ACTIVITIES SO TO IDENTIFY ANY POTENTIAL CONFLICTS
WITH PROPOSED CONSTRUCTION. CONTACT PROJECT ENGINEER
IMMEDIATELY IF ANY CONFLICTS ARE IDENTIFIED.
PRIOR TO ANY CONSTRUCTION ACTIVITIES, VERIFY EXISTING
TOPOGRAPHY IS CONSISTENT WITH WHAT IS SHOWN ON PLANS AND IF
THERE ARE ANY POTENTIAL CONFLICTS WITH PROPOSED CONSTRUCTION
ACTIVITIES. CONTACT PROJECT ENGINEER IMMEDIATELY IF ANY
CONFLICTS ARE IDENTIFIED.
GRADING ACRONYMS
BC = BOTTOM OF CURB
TC = TOP OF CURB
EG = EXISTING GRADE
ME = MATCH EXISTING GRADE
BW = BOTTOM OF WALL
TW = TOP OF WALL
LP = LOW POINT
FF = FINISH FLOOR
FL = FLOW LINE
HP = HIGH POINT
EF = EXTEND FOUNDATION
GRADING NOTES
1.SPOT ELEVATIONS SHOWN ARE FOR FINISHED GRADE
ELEVATIONS UNLESS OTHERWISE SPECIFIED.
2.CONTOUR LINES ARE FOR VISUAL REFERENCE. GRADING
SHALL BE PER SPOT ELEVATIONS.
3.TOP OF CURB IS ASSUMED TO BE 0.50' ABOVE BOTTOM OF
CURB, UNLESS OTHERWISE NOTED.
4.ALL SLOPES TO BE 2:1 MAX, UNLESS OTHERWISE SPECIFIED.
STORM AND UTILITY NOTE
AS THIS IS GENERALLY A TENANT IMPROVEMENT TO AN EXISTING
BUILDING, STORM DRAINAGE OF FOR THE BUILDING AS WELL AS
THE SANITARY SEWER AND WATER SERVICES ARE ALREADY
PRESENT AND SERVICED BY THE BUILDING. THEREFORE, NO
IMPROVEMENTS TO SUCH ARE PROPOSED WITHIN THESE PLANS.
2023.06.15
NOTES AND DETAILSDESCRIPTIONREVISIONDATEBYCONTACT:SHEET TITLE:CLIENT:REV.
WMRTS
DESIGNER:
ENGINEER:
DRAWN:
DATE:
REVISED:
PROJECT:
DWG NAME:
SHEET
OF Phone: 253-857-5454 ~ Fax: 253-509-0044 ~ info@contourpllc.comMailing Address: P.O. Box 949, Gig Harbor, WA 98335Physical Address: 4706 97th Street NW, Suite 100, Gig Harbor, WA 98332CIVIL ENGINEERS ~ SURVEYORS ~ LAND PLANNERSPECOS PIT INT'L FRANCHISE, LLC7681 S 180TH STKENT, WA 98032PAUL KRAKOWPHONE:(253) 224-1412PECOS PIT - YELM
A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SECTION 30, TOWNSHIP 17 N, RANGE 2 E, W.M.,
CITY OF YELM, THURSTON COUNTY, WASHINGTON
PECOS PIT - YELMJFH
JFH
JFH
30 17 N 02E
2023.03.31
2023.06.15
23-021
23-021-C
C6
6 7 1
GENERAL NOTES (STORMWATER CONSTRUCTION)
1.THE CONTRACTOR SHALL OBTAIN ALL APPROVALS AND PERMITS REQUIRED BY THE CITY OF
YELM (CITY) PRIOR TO THE START OF CONSTRUCTION. A GRADING PERMIT FOR STORM POND
CONSTRUCTION MAY BE REQUIRED.
2.STORM DRAIN PIPE SHALL BE ON THE WSDOT QUALIFIED PRODUCTS LIST FOR THE
SPECIFICATION LISTED BELOW:
a.PLAIN CONCRETE STORM SEWER PIPE OR REINFORCED CONCRETE STORM SEWER PIPE
PER WSDOT STANDARD SPECIFICATION 9-05.7.
b.SOLID WALL PVC STORM SEWER PIPE PER WSDOT STANDARD SPECIFICATION 9-
05.12(1).
c.DUCTILE IRON SEWER PIPE PER WSDOT STANDARD SPECIFICATION 9-05.13.
d.HANCOR BLUE SEAL ™ AND ADVANCED DRAINAGE SYSTEMS (ADS/HANCOR) N-12 HDPE
AND (ADS/HANCOR) SANITITE UP TO 36” IN DIAMETER PER WSDOT STANDARD
SPECIFICATIONS 9-05.20 AND 9-05.24.
e.CONTECH DUROMAXX STEEL RIB REINFORCED POLYETHYLENE PIPE, IN DIAMETERS
FROM 24 INCH TO 60 INCH PER WSDOT STANDARD SPECIFICATION 9-05.22.
3.ALL STORM DRAINAGE SYSTEMS SHALL BE AIR TESTED AT 4 PSI EXCEPT CONCRETE PIPE,
WHICH SHALL BE TESTED PER WSDOT/APWA STANDARD FOR CONCRETE STORM PIPE. ALL
FLEXIBLE PIPE SHALL BE MANDREL TESTED PER WSDOT/APWA STANDARDS. TESTING SHALL BE
DONE BY THE CONTRACTOR.
4.TESTING OF THE STORM SEWER SHALL INCLUDE VIDEOTAPING OF THE MAIN BY THE
CONTRACTOR. IMMEDIATELY PRIOR TO VIDEOTAPING, ENOUGH WATER SHALL BE RUN DOWN
THE LINE SO IT COMES OUT THE LOWER CATCH BASIN. A COPY OF THE VIDEO TAPE SHALL BE
SUBMITTED TO THE CITY. ACCEPTANCE OF THE LINE WILL NOT BE MADE UNTIL AFTER THE
TAPE HAS BEEN REVIEWED AND APPROVED BY THE CITY. TESTING SHALL TAKE PLACE AFTER
ALL UNDERGROUND UTILITIES ARE INSTALLED AND COMPACTION OF THE ROADWAY
SUBGRADE IS COMPLETE.
5.SPECIAL STRUCTURES, OIL/WATER SEPARATORS AND OUTLET CONTROLS SHALL BE INSTALLED
PER PLANS AND MANUFACTURERS' RECOMMENDATIONS. WHERE OIL/WATER SEPARATORS ARE
CONNECTED TO A SEWER SYSTEM, THEY SHALL BE INSTALLED WITH A P-TRAP OR CHECK
VALVE TO PREVENT ODORS.
6.ALL DISTURBED AREAS SHALL BE STABILIZED IN ACCORDANCE WITH MINIMUM REQUIREMENT
2 OF THE LATEST EDITION OF THE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT
MANUAL FOR WESTERN WASHINGTON (SWMMWW). FOR SITES WHERE VEGETATION HAS
BEEN PLANTED THROUGH HYDRO SEEDING, THE FINANCIAL GUARANTEE WILL NOT BE
RELEASED UNTIL THE VEGETATION HAS BEEN THOROUGHLY ESTABLISHED.
7.WHERE CONNECTIONS REQUIRE "FIELD VERIFICATION", THE CONTRACTOR SHALL EXPOSE
SUCH CONNECTION POINTS AND FITTINGS 48 HOURS PRIOR TO DISTRIBUTING SHUTDOWN
NOTICES.
8.ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE PROJECT
ENGINEER AND THE CITY’S CIVIL REVIEW ENGINEER.
9.ALL STORM PIPE SHALL BE A MINIMUM OF 12-INCH DIAMETER FOR MAINS AND CROSSINGS.
WHEN PRIVATE STORMWATER (I.E. ROOF, LOT OR FOOTING DRAINS) CANNOT BE
INFILTRATED ON INDIVIDUAL LOTS, THE MINIMUM STANDARD PIPING CONNECTION TO THE
PUBLIC SYSTEM SHALL BE 8-INCH PVC. THE 8-INCH MAIN USED FOR CONNECTION SHALL
BEGIN AT THE RIGHT-OF-WAY, AND THE CONNECTION TO THE CATCH BASIN OR MANHOLE
SHALL BE CORED AND GROUTED.
10.ALL STORM MAINS AND RETENTION/DETENTION AREAS SHALL BE STAKED FOR GRADE AND
ALIGNMENT BY AN ENGINEERING OR SURVEY FIRM LICENSED TO PERFORM SUCH WORK.
11.THE MINIMUM STAKING OF STORM SEWER SYSTEMS SHALL BE IN ACCORDANCE WITH SECTION
3.00.050 OF THESE STANDARDS, AND AS FOLLOWS:
a.STAKE LOCATION OF ALL CATCH BASINS, MANHOLES AND OTHER FIXTURES FOR GRADE
AND ALIGNMENT.
b.STAKE LOCATION, SIZE, AND DEPTH OF RETENTION/DETENTION FACILITY.
c.STAKE FINISHED GRADE OF ALL STORMWATER FEATURES, INCLUDING BUT NOT LIMITED
TO CATCH BASIN/MANHOLE RIM ELEVATIONS, OVERFLOW STRUCTURES, WEIRS, AND
INVERT ELEVATIONS OF ALL PIPES IN CATCH BASINS, MANHOLES, AND PIPES THAT
DAYLIGHT.
12.PIPE MATERIALS USED FOR STORMWATER CONVEYANCE SHALL BE AS APPROVED BY THE CITY.
PIPE SIZE, SLOPE, COVER, ETC., SHALL BE AS SPECIFIED IN THE CITY OF YELM DEVELOPMENT
GUIDELINES AND ENGINEERING STANDARDS.
13.ALL DRIVEWAY CULVERTS SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1
SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL
HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPE.
14.IF DRAINAGE OUTLETS (STUB-OUTS) ARE TO BE PROVIDED FOR EACH INDIVIDUAL LOT, THE
STUB OUTS SHALL CONFORM TO THE FOLLOWING:
a.EACH OUTLET SHALL BE LOCATED AT THE LOWEST ELEVATION ON THE LOT, TO SERVICE
ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS,
AND ANY OTHER SURFACE OR SUBSURFACE. EACH OUTLET SHALL HAVE FREE-FLOWING,
POSITIVE DRAINAGE TO AN APPROVED STORM WATER CONVEYANCE SYSTEM OR TO AN
APPROVED OUTFALL LOCATION.
b.OUTLETS ON EACH LOT SHALL BE LOCATED WITH A 5-FOOT HIGH, 2"X 4" STAKE
MARKED "STORM" OR "DRAIN." THE STUB-OUT SHALL VISIBLY EXTEND ABOVE SURFACE
LEVEL AND BE SECURED TO THE STAKE.
c.PIPE MATERIAL SHALL BE AS APPROVED BY THE CITY.
d.DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY
FLOWS THROUGH INDIVIDUAL LOTS.
e.THE DEVELOPER AND/OR CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE
LOCATIONS OF ALL STUB-OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES
(E.G., POWER, GAS, TELEPHONE, TELEVISION).
f.ALL INDIVIDUAL STUB-OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE
LOT HOMEOWNER.
15.THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO APPROVED PLANS ON
FILE WITH THE CITY. ANY MATERIAL DEVIATION FROM THE APPROVED PLANS WILL REQUIRE
WRITTEN APPROVAL FROM THE CITY.
16.ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR SIMILARLY STABILIZED TO THE
SATISFACTION OF THE CITY. FOR SITES WHERE GRASS HAS BEEN PLANTED THROUGH HYDRO
SEEDING, THE PERFORMANCE BOND WILL NOT BE RELEASED UNTIL THE GRASS HAS BEEN
THOROUGHLY ESTABLISHED, UNLESS OTHERWISE APPROVED BY THE CITY.
17.ALL BUILDING DOWNSPOUTS ON COMMERCIAL SITES SHALL BE CONNECTED TO THE STORM
DRAINAGE SYSTEM, UNLESS OTHERWISE APPROVED BY THE CITY.
18.ALL EROSION CONTROL AND STORMWATER FACILITIES SHALL BE REGULARLY INSPECTED AND
MAINTAINED BY THE CONTRACTOR DURING THE CONSTRUCTION PHASE OF THE
DEVELOPMENT PROJECT.
19.NO FINAL CUT OR FILL SLOPE SHALL EXCEED TWO (2) HORIZONTAL TO ONE (1) VERTICAL
WITHOUT STABILIZATION BY ROCKERY OR BY A STRUCTURAL RETAINING WALL.
20.THE PROJECT ENGINEER SHALL VERIFY THE LOCATIONS, WIDTHS, THICKNESSES, AND
ELEVATIONS OF ALL EXISTING PAVEMENTS AND STRUCTURES, INCLUDING UTILITIES AND
OTHER FRONTAGE IMPROVEMENTS, THAT ARE TO INTERFACE WITH NEW WORK, AND PROVIDE
ALL TRIMMING, CUTTING, SAW CUTTING, GRADING, LEVELING, SLOPING, COATING, AND
OTHER WORK, INCLUDING MATERIALS NECESSARY TO CAUSE THE INTERFACE WITH EXISTING
WORKS TO BE PROPER, WITHOUT CONFLICT, ACCEPTABLE TO THE PROJECT ENGINEER AND
THE CITY’S CIVIL REVIEW ENGINEER, COMPLETE IN PLACE, AND READY TO USE.
21.COMPACTION OF ALL FILL AREAS SHALL BE PER CURRENT APWA SPECIFICATIONS. FILL SHALL
BE PROVIDED IN 6" MAXIMUM LIFTS AND SHALL BE COMPACTED TO 95 PERCENT OF ITS
MAXIMUM RELATIVE DENSITY.
GENERAL NOTES (STREET CONSTRUCTION)
A.ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF YELM
STANDARDS, AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD
SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION.
B.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL IN ACCORDANCE WITH
MUTCD. PRIOR TO DISRUPTION OF ANY TRAFFIC, TRAFFIC CONTROL PLANS SHALL BE
PREPARED AND SUBMITTED TO THE CITY FOR APPROVAL. NO WORK SHALL COMMENCE UNTIL
ALL APPROVED TRAFFIC CONTROL IS IN PLACE.
C.ALL CURB AND GUTTER, STREET GRADES, SIDEWALK GRADES, AND ANY OTHER VERTICAL
AND/OR HORIZONTAL ALIGNMENT SHALL BE STAKED BY AN ENGINEERING OR SURVEYING
FIRM CAPABLE OF PERFORMING SUCH WORK.
D.WHERE NEW ASPHALT JOINS EXISTING, THE EXISTING ASPHALT SHALL BE CUT TO A NEAT
VERTICAL EDGE AND TACKED WITH ASPHALT EMULSION TYPE CSS1 IN ACCORDANCE WITH
THE STANDARD SPECIFICATIONS. THE NEW ASPHALT SHALL BE FEATHERED BACK OVER
EXISTING TO PROVIDE FOR A SEAL AT THE SAW CUT LOCATION AND THE JOINT SEALED WITH
GRADE AR-4000W PAVING ASPHALT.
E.COMPACTION OF SUBGRADE, ROCK, AND ASPHALT SHALL BE IN ACCORDANCE WITH THE
STANDARD SPECIFICATIONS.
F.SUBGRADE INSPECTION SHALL BE PERFORMED BY AN APPROVED TESTING FIRM AND FORMS
SHALL BE INSPECTED FOR LINE AND GRADE BY AN ENGINEER BEFORE POURING CONCRETE.
G.CERTIFICATION AS TO CONFORMANCE SHALL BE PROVIDED TO THE CITY PRIOR TO
ACCEPTANCE OF WORK.
H.THE CONTRACTOR/DEVELOPER SHALL FURNISH AND INSTALL ALL PERMANENT SIGNING.
1 DRIVEWAY APPROACH
NOT TO SCALE
2 SIDEWALK
NOT TO SCALE
2023.06.15
NOTES AND DETAILSDESCRIPTIONREVISIONDATEBYCONTACT:SHEET TITLE:CLIENT:REV.
WMRTS
DESIGNER:
ENGINEER:
DRAWN:
DATE:
REVISED:
PROJECT:
DWG NAME:
SHEET
OF Phone: 253-857-5454 ~ Fax: 253-509-0044 ~ info@contourpllc.comMailing Address: P.O. Box 949, Gig Harbor, WA 98335Physical Address: 4706 97th Street NW, Suite 100, Gig Harbor, WA 98332CIVIL ENGINEERS ~ SURVEYORS ~ LAND PLANNERSPECOS PIT INT'L FRANCHISE, LLC7681 S 180TH STKENT, WA 98032PAUL KRAKOWPHONE:(253) 224-1412PECOS PIT - YELM
A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SECTION 30, TOWNSHIP 17 N, RANGE 2 E, W.M.,
CITY OF YELM, THURSTON COUNTY, WASHINGTON
PECOS PIT - YELMJFH
JFH
JFH
30 17 N 02E
2023.03.31
2023.06.15
23-021
23-021-C
C7
7 7 1
SIGN INSTALLATION IN CURB SECTION
V
(7' MIN.)
SIGN
CURB
2'
MIN.
4 SIGN LOCATION
NOT TO SCALE
#3 REBAR
1.5" R.
1" R.1" R.
TYPE 6 (CEMENT EXTRUDED CURB)
NOTE:
JOINTS MAY BE FORMED DURING INSTALATION
USING A RIGID DIVIDER OR SAWCUT AFTER
CONCRETE CURES TO MINIMUM STRENGTH.
CEMENT CONCRETE
EXTRUDED CURB
#3 BARS (TYP.)
2 NOT TO SCALE
EXTRUDED CURB
3" ASPHALT
2" CRUSHED SURFACING TOP COURSE
6" CRUSHED SURFACING BASE COURSE
SUITABLE COMPACTED SUBGRADE
TO 95% OF MAX. DRY DENSITY
NOTES
PAVEMENT SECTION SHOWN IS SHOWN FOR REFERENCE AND PERMITTING
PURPOSES ONLY AND CAN BE ADJUSTED TO MATCH EXISTING PAVEMENT
SECTIONS. REFER TO A GEOTECHNICAL RECOMMENDATION IF REDUCED
SECTION IS REQUESTED OR IF SITE CONDITIONS WARRANT.
SIGN NOTE
ALL SIGNS SHALL BE PER MUTCD
STANDARDS UNLESS OTHERWISE
APPROVED BY CITY
1 NOT TO SCALE
CURBING
3 SIGN POST (OR APPROVED EQUIVALENT)
NOT TO SCALE
5 TYPICAL PAVEMENT SECTION
NOT TO SCALE
2023.06.15