18-100013-UP Approved Plans pages 1 - 6SHEET
INDEX
Cl
OF
8
COVER SHEET
C2
OF
8
EXISTING CONDITIONS AND DEMOLITION PLAN
C3
OF
8
TESC PLAN
C4
OF
8
GRADING AND STORM DRAINAGE PLAN
C5
OF
8
WATER AND SANITARY SEWER PLAN
C6
OF
8
TESC NOTES AND DETAILS
C7
OF
8
CONSTRUCTION NOTES AND DETAILS
C8
OF
8
WATER
AND
SEWER
NOTES
AND
DETAILS
1 OF 1 ALTA/NSPS LAND TITLE SURVEY
T1 OF 1 TREE + VEGETATION RETENTION PLAN
L1
OF
4
LANDSCAPE
AND
IRRIGATION
PLAN
L2
OF
4
LANDSCAPE
AND
IRRIGATION
PLAN
L3
OF
4
LANDSCAPE
AND
IRRIGATION
PLAN
L4
OF
4
LANDSCAPE
AND
IRRIGATION
PLAN
EX.
SEWER LINE
EX.
SEWER MANHOLE
EX.
SEWER CLEANOUT
EX.
WATER LINE
EX.
FIRE HYDRANT
EX.
WATER METER
EX.
GATE VALVE
EX.
WATER VAULT
EX. SPOT ELEVATION
EX. CONTOUR
EX. FENCE
PROPOSED STORM LINE
PROPOSED CATCH BASIN TYPE I
PROPOSED CATCH BASIN TYPE II
PROPOSED SEWER LINE
PROPOSED SEWER MANHOLE
PROPOSED SEWER CLEANOUT
PROPOSED WATER LINE
PROPOSED FIRE HYDRANT
PROPOSED WATER METER
PROPOSED GATE VALVE
PROPOSED SIGN
PROPOSED SPOT ELEVATION
PROPOSED CONTOUR
PROPOSED EASEMENT LINE
PROPOSED BUILDING LINE
PROPOSED CONCRETE
PROPOSED ASPHALT PAVEMENT
LEGEND:
A
10.00
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COVER SHEET
A PORTION OF THE NW 1/4 OF THE SW 1/4 OF SEC. 4, TWN 21 N,
RG 4 E, W.M. CITY OF FEDERAL WAY, KING COUNTY,
WASHINGTON
BARGHAUSEN CONSULTING ENGINEERS
18215 72ND AVE SOUTH
KENT, WA 98032
(425) 251-6222
(425) 251-8782 (FAX)
CONTACT: BRIAN GILLOOLY
LllTlllgQW `I#�i
BARGHAUSEN CONSULTING ENGINEERS
18215 72ND AVE SOUTH
KENT, WA 98032
(425) 251-6222
(425) 251-8782 (FAX)
CONTACT: DAN BALMELLI
ARCHITECT
PHILO WILKE PARTNERSHIP
11275 S. SAM HOUSTON PARKWAY W.
SUITE 200
HOUSTON, TEXAS 77031
(832) 554-1130
www.pwarch.com
CONTACT: BARRY LEONG
CALL BEFORE YOU DIG A
MINIMUM OF 48 HOURS
PRIOR TO ANY EXCAVATION
811
HORIZONTAL DATUM:
NAVD 88/93 HOLDING POSITION OF WSDOT CONTROL POINT GP17099-285, HAVING A PUBLISHED NORTHING 131813.368 AND A
PUBLISHED EASTING 1273802.826.
BASIS OF BEARING: OBSERVED USING WNRS RTK GPS BEING N1'07'34"E, BETWEEN THE SOUTHWEST CORNER OF SECTION 4,
TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. AND THE WEST QUARTER CORNER OF SAID SECTION 4.
VERTICAL DATUM:
VERTICAL DATUM FOR THIS SURVEY IS NGVD29 PER CONVERTED WSDOT CONTROL POINT NO. GP17099-285. CONVERSION FORMULA
USED FOR THIS AREA IS NGVD29 = NAVD88 - 3.54'
REFERENCES:
1. KING COUNTY SUPERIOR COURT CAUSE NO. 06-2-01388-KNT, RECORDING NO. 20070626001067, RECORDS OF KING COUNTY.
2. DEED, RECORDING NO. 2501551, RECORDS OF KING COUNTY.
3. RECORD OF SURVEY, VOL.16, PG.248., RECORDS OF KING COUNTY.
4. RECORD OF SURVEY, REC. NO. 9103069012, RECORDS OF KING COUNTY.
5. BLA 9512139004, VOL.106, PG.262, RECORDS OF KING COUNTY.
6. DEED, RECORDING NO. 20030103001940, RECORDS OF KING COUNTY.
7_ RECORD OF SURVEY, REC. NO. 20040909900003, RECORDS OF KING COUNTY.
8. OVERLOOK ONE CONDOMINIUM, VOL.206. P.079, REC. NO. 20050211001104, RECORDS OF KING COUNTY.
9. DEED, REC. N0, 20060214001784, RECORDS OF KING COUNTY.
10. DEED, REC. NO. 20071217001008, RECORDS OF KING COUNTY.
11. BOUNDARY LINE ADJUSTMENT, REC. NO. 9403109003
NARRATIVE:
THIS IS A FIELD TRAVERSE SURVEY. A TOPCON GT ROBOTIC TOTAL STATION, A SPECTRA PRECISION ROBOTIC TOTAL STATION, A
TOPCON GR5 GPS, SPECTRA PRECISION RANGER DATA COLLECTOR, AND A DELL TABLET WITH TOPCON MAGNET DATA COLLECTOR
SOFTWARE WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS
SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL INSTRUMENTS AND
EQUIPMENT HAVE BEEN MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURERS' SPECIFICATIONS.
ASSESSORS PARCEL NUMBERS AND ADDRESSES:
APN. 042104-9033 NOT AVAILABLE IN PUBLIC RECORDS
APN. 042104-9157 29805 PACIFIC HWY S, FEDERAL WAY, 98003
GROSS LAND AREA:
GROSS LAND AREA: X±S.F. (X±AC)
ZONING:
NO ZONING REPORT WAS PROVIDED.
FLOOD ZONE:
THE SITE LIES WITHIN "FLOOD ZONE X - UNSHADED" PER THE FOLLOWING FEMA FIRM MAPS FOR KING COUNTY, WASHINGTON AND
INCORPORATED AREAS:
MAP NUMBER MAP REVISED MAP PANEL
53033C1235F MAY 16, 1995 1235 OF 1725
53033C1250F MAY 16, 1995 125n OF 1725
"FLOOD ZONE X - UNSHADED" ARE AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN PER THE LEGEND ON SAID MAP
PANELS.
STRIPED PARKING:
(6) REGULAR PARKING STALLS
SURVEYOR'S NOTES:
1. ALL DISTANCES SHOWN HEREON ARE iN U.S. SURVEY FEET.
LEGAL DESCRIPTION:
(PER FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FILE NO. NCS-865869-WA1 DATED AUGUST 08, 2017 AT 7:30 A.M.)
PARCEL A:
THAT PORTION OF THE SOUTHWEST QUARTER OF SECTION 4, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY,
WASHINGTON, DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT 30 FEET EAST OF tHE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF
THE SOUTHWEST QUARTER OF SAID SECTION 4;
RUNNING THENCE NORTH 89' 45' 51" EAST 234.86 FEET TO THE WEST MARGINAL LINE OF PACIFIC HIGHWAY;
THENCE FOLLOWING THE SAID WESTERLY MARGINAL LINE NORTH V 41' 56" WEST 235.00 FEET, MORE OR LESS, TO THE SOUTHERLY
MARGINAL LINE OF NATIONAL PARK HIGHWAY;
THENCE FOLLOWING SAID MARGINAL LINE rN A CURVE, 240.00 FEET, MORE OR LESS, TO A POINT 30.00 FEET EAST OF THE WEST
SECTION LINE OF SAID SECTION 4;
THENCE SOUTH 0' 36' 37" EAST, PARALLEL TO SAID SECTION LINE 250.00 FEET, MORE OR LESS, TO THE POINT OF BEGINNING;
EXCEPT ANY PORTION THEREOF CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RECORDING NO. 2501551.
AND EXCEPT THAT PORTION TAKEN BY THE CITY OF FEDERAL WAY UNDER KING COUNTY SUPERIOR COURT CAUSE NO.
06-2-01388-KNT, AND RECORDED JUNE 26, 2007 UNDER RECORDING NO. 20070626001067,
PARCEL B:
THE NORTH 100 FEET, AS MEASURED ON THE WEST LINE OF THE FOLLOWING DESCRIBED TRACT:
BEGINNING AT A POINT 30 FEET EAST AND 329.91 FEET NORTH OF THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF THE
SOUTHWEST QUARTER OF SECTION 4, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON
THENCE EAST 241.13 FEET, MORE OR LESS. TO THE WEST LINE OF PACIFIC HIGHWAY;
THENCE NORTH ALONG THE WEST LINE OF SAID HIGHWAY 329.57 FEET;
THENCE WEST 234.86 FEET TO A POINT 30 FEET EAST OF THE WEST LINE OF THE NORTHWEST QUARTER OF THE SOUTHWEST
QUARTER OF SAID SECTION 4;
THENCE SOUTH 329.91 FEET TO THE POINT OF BEGINNING;
THE ABOVE PARCELS A AND B BEING DESCRIBED WHOLLY AND MORE PARTICULARLY AS FOLLOWS:
BEGINNING AT A POINT WHICH LIES SOUTH 58' 31' 14" EAST 39.00 FEET AND SOUTH 01' 03' 44" WEST 100.00 FEET FROM THE
SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 4,
TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON;
THENCE NORTH 01' 03' 44" EAST ALONG THE EAST MARGIN OF 16TH AVENUE SOUTH 361.30 FEET TO THE SOUTHERLY MARGIN OF
DASH POINT ROAD AND THE BEGINNING OF A NON -TANGENT CURVE TO THE LEFT, ALONG SAID MARGIN HAVING A CENTER POINT
WHICH BEARS NORTH 39' 36' 59" EAST A DISTANCE OF 189.15 FEET;
THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 61' 18' 05" ARC DISTANCE OF 202.37 FEET TO THE
WESTERLY MARGIN OF AUBURN-REDONDO ROAD (KING COUNTY ROAD NO. 1359);
THENCE SOUTH 28' 25' 23" EAST ALONG SAID MARGIN 82.17 FEET TO THE WEST MARGIN OF PACIFIC HIGHWAY SOUTH;
THENCE SOUTH 00' 02' 02" WEST 265.01 FEET TO A POINT WHICH BEARS SOUTH 88' 31' 14" EAST FROM THE POINT OF
BEGINNING;
THENCE NORTH 88' 31' 14" WEST 236.23 FEET TO THE POINT OF BEGINNING,
EXCEPT THAT PORTION TAKEN BY THE CITY OF FEDERAL WAY UNDER KING COUNTY SUPERIOR COURT CAUSE NO. 06-2-01388-KNT,
AND RECORDED JUNE 26, 2007 UNDER RECORDING NO. 20070626001067.
CAUTION
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION, DIMENSION, AND DEPTH OF ALL 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 UTILITY LOCATE ® 811 AND THEN POTHOLING ALL OF
THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY
CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT
CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN
ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC
INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS
SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT
BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL
PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE
WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND
REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION
ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A
REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS
MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL
RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190.
WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES
PUBLIC LAND SURVEY OFFICE
1111 WASHINGTON STREET S.E.
P.O. BOX 47060
OLYMPIA, WASHINGTON 98504-7060
UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR
DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND
AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE
APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE
RESPONSIBILITY OF THE CONTRACTOR.
APPR 5
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20070626001067
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EX CB STD GRATE
RIM=421.48
12" DI I.E. N=417.28'
12" DI I.E. S=417.28'
EX CB THRU CURB
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12" DI I.E. N=417.34'
12" DI I.E. S=417.34'
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12" CNC I.E. S=417.80'
EX CB STD GRATE
RIM=421.67
12" CNC I.E. N=418.02'
12" DI I.E. S=418.12'
6" ADS I.E. E=418.02'
EX CB STD GRATE
RIM=421.83
12" DI I.E. N=418.48'
12" DI I.E. S=418.53'
6" ADS I.E. E=418.93'
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PROPOSED IMPERVIOUS AREA - 43,600 SF -1.00 AC.
PROPOSED PERVIOUS AREA - 30,700 SF - 0.71 AC.
ESTIMATED CUT- 800 CY
ESTIMATED FILL- 2,600 CY
NET EARTHWORK QUANTITY 1,800 CY FILL
EX CB STD GRATE
RIM=422.02
12" DI I.E. N=418.92'
12" DI I.E. S=418.92'
6" ADS I.E. E=419.07
PERMIT NO. XX-XXX
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A PORTION OF THE NW 1/4 OF THE SW 1/4 OF SEC. 4, TWN 21 N,
RG 4 El W.M. CITY OF FEDERAL WAY, KING COUNTY,
WASHINGTON
All
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INSTALL:
1 —8%6" TEE (MJxRJ) 17=
1-6" GATE VALVE (RJXMJ)`----
0 24 LF 6" Di PIPE Prof,A= 163*48'00" sc,
R= 159.15'
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43 LF 6" PVC
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PROPOSED DETENTION POND
TOP OF POND=422.0
MAX. WATER SURFACE=421.0 I
DEAD STORAGE ELEVATION=417.0
BOTTOM OF POND--416.0
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TESC NOTES AND DETAILS
EROSION/SEDIMENTATION CONTROL NOTES
1. Approval of this Erosion/Sedimentation Control (ESC) Plan does not constitute an approval of
permanent road or drainage design (i.e. size and location of roads, pipes, restrictors, channels,
retention facilities, utilities, etc.).
2. The implementation of these ESC plans and the construction, maintenance, replacement, and
upgrading of these ESC facilities is the responsibility of the applicant/contractor until all
construction is approved.
3. The boundaries of the clearing limits shown on this plan shall be clearly flagged in the field prior to
construction. During the construction period, no disturbance beyond the flagged clearing limits shall
be permitted. The flagging shall be maintained by the applicant/contractor for the duration of
construction.
4. The ESC facilities shown on this plan must be constructed in conjunction with all clearing and
grading activities, and in such a manner as to insure that sediment laden water does not enter the
drainage system or violate applicable water standards.
S. The ESC facilities shown on this plan are the minimum requirements for anticipated site conditions.
During the construction period, these ESC facilities shall be upgraded (i.e. additional sumps,
relocation of ditches and silt fences, etc.) as needed for unexpected storm events.
6. The ESC facilities shall be inspected daily by the applicant/contractor and maintained as necessary to
ensure their continued functioning.
7. Any area stripped of vegetation, including roadway embankments, where no further work is
anticipated or a period of 2 days (wet season) or 7 days (dry season), shall be immediately stabilized
with the approved ESC methods (i.e. seeding, mulching, netting, erosion blankets, etc.)
8. Any area needing ESC measures, not requiring immediate attention, shall be addressed within 15
days.
9. The ESC facilities on inactive sites shall be inspected and maintained a minimum of once a month or
within the 24 hours following a storm event.
10. At no time shall more than one foot of sediment be allowed to accumulate within a catch basin. All
catch basins and conveyance lines shall be cleaned prior to paving. The cleaning operation shall not
flush sediment -laden water into the downstream system.
11. Stabilized construction entrances and wash pads shall be installed at the beginning of construction
and maintained for the duration of the project. Additional measures may be required to insure that
all paved areas are kept clean for the duration of the project.
12. Wet season requirements as described in Appendix D, Section D.2.4.2 of the KCSWDM are in effect
beginning October 1 through April 30.
13. Any permanent retention/detention facility used as a temporary settling basin shall be modified with
the necessary erosion control measures and shall provide adequate storage capacity. If the
permanent facility is to function ultimately as an infiltration or dispersion system, the facility shall
not be used as a temporary settling basin. No underground detention tanks or vaults shall be used as
a temporary settling basin.
14. Where seeding for temporary erosion control is required, fast germinating grasses shall be applied at
an appropriate rate (i.e. annual or perennial rye applied at approximately 80 pounds per acre).
15. Where straw mulch for temporary erosion control is required, it shall be applied at a minimum
thickness of two inches.
16. Management practices providing significant tree protection shall be provided per Section 19.120 of
FWRC.
A PORTION OF THE NW 1/4 OF THE SW 1/4 OF SEC. 4, TWN 21 N,
RG 4 E, W.M. CITY OF FEDERAL WAY, KING COUNTY,
WASHINGTON
Op,O
R=25' MIN.
% 4"- 8' QUARRY
SPALLS 0( ~'
IF A ROADSIDE DITCH IS
PRESENT, INSTALL GEOTEXTILE j
DRIVEWAY CULVERT ■
PER KCRDCS 12" MIN.
THICKNESS
PROVIDE FULL WIDTH OF
INGRESS/EGRESS AREA
NOTES:
• PER KING COUNTY ROAD DESIGN AND CONSTRUCTION STANDARDS (KCRDCS), DRIVEWAYS SHALL
BE PAVED TO EDGE OF R-O-W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO
AVOID DAMAGING OF THE ROADWAY.
• IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD,
-- JOINTS IN FILTER FABRIC SHALL BE SPLICED
AT POSTS. USE STAPLES, WIRE RINGS OR
EQUIVALENT TO ATTACH FABRIC TO POSTS.
2"X2" BY 14 Ga. WIRE OR
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1{ EQUIVALENT, IF STANDARD
I' }
-1 STRENGTH FABRIC USED
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FILTER FABRIC
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6' MAX.
�' MINIMUM 4"x4" TRENCH
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POST SPACING MAY BE
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INCREASED TO 8' IF
WIRE BACKING IS USED
BACKFILL TRENCH WITH NATIVE SOIL
f
OR 3/4" TO 1-1/2" WASHED GRAVEL
NOTE: FILTER FABRIC FENCES
2"x4" WOOD POSTS, STEEL FENCE
SHALL BE INSTALLED ALONG
POSTS, REBAR, OR EQUIVALENT
CONTOURS WHENEVER POSSIBLE
/I - CATCH BASIN
SOLID
WALLS
FILTER
MEDIA FOR
DEWATERING
POROUS --
BOTTOM
GRATE
NOTE: THIS DETAIL IS ONLY
SCHEMATIC, ANY INSERT IS
ALLOWED THAT HAS:
• A MIN. 0.5 C.F. OF STORAGE,
• THE MEANS TO DEWATER THE
STORED SEDIMENT,
• AN OVERFLOW, AND
• CAN BE EASILY MAINTAINED.
FICLTItE. D.2.1.3.I3 SILT' FENC .ItNSTA,LLATIQN Ay SI.iCIN: G.
SILT FENCE
TOP OF FABRIC `
BELT/
TOP 8"
FLOW
100% COMPACTION
DIAGONAL ATTACHMENT'
EACH SIDE
4
DOUBLES STRENGTH
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DETAILS:
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1.
GATHER FABRIC AT POSTS, IF NEEDED.
w
2.
UTILIZE THREE TIES PER POST, ALL
WITHIN TOP 8" OF FABRIC.
NOTES:
3.
POSITION EACH TIE DIAGONALLY,
-- --
PUNCTURING HOLES VERTICALLY A
1. POST SPACING: T MAX. ON OPEN RUNS
MINIMUM OF 1" APART.
4' MAX. ON POOLING AREAS.
4.
HANG EACH TIE ON A POST NIPPLE AND
2. POST DEPTH: AS MUCH BELOW GROUND
TIGHTEN SECURELY, USE CABLE TIES
AS FABRIC ABOVE GROUND.
(50 LBS) OF SOFT WIRE.
3. PONDING HEIGHT MAX. 24" ATTACH
FABRIC TO UPSTREAM SIDE OF POST.
4. DRIVE OVER EACH SIDE OF SILT FENCE
2 TO 4 TIMES WITH DEVICE EXERTING
60 P.S.I. OR GREATER.
5. NO MORE THAN 24" OF A 36" FABRIC
IS ALLOWED ABOVE GROUND.
ROLL OF SILT FENCE
6. VIBRATORY PLOW IS NOT ACCEPTABLE
BECAUSE OF HORIZONTAL COMPACTION.
PLOW
HORIZONTAL CHISEL POINT
(76 mm WIDTH) _ : j' ;'} 200-300mm
SILT FENCE INSTALLATION BY SLICING METHOD
NTS
............__
CALL BEFORE YOU DIG A
MINIMUM OF 48 HOURS
PRIOR TO ANY EXCAVATION
Sti
SWALE SLOPE
CHECK AM SPACING
11
0% -
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150
5% -
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100'
> 10%
50'
3'
Ln
SWALE -
FLOWLINE
3'
ROCK CHECK
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SWALE 0.25' (MIN.)
SWALE X—SECTION AT ROCK CHECK DAM
SWALE MIN. 0.25'
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ROCK DAM X—SECTION
ROCK CHECK DAM DETAILS
NOT TO SCALE
SUMP BEHIND ROCK CHECK DAM
SHALL BE INSPECTED DAILY, AND
CLEANED WHEN COLLECTED DEBRIS
EXCEEDS 1/2 OF ITS DEPTH
NOTE: ROCK SHALL BE 4" MINUS
QUARRY ROCK.
PERMIT N0. XX-XXX
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