HomeMy WebLinkAboutzR-4092 SetLOT 3: 1332730030
LOT 4: 1332730040
LOT 5: 1332730050
LOT 6: 1332730060
LOT 7: 1332730070
LOT 38: 1332730380
LOT 39: 1332730390
LOT 40: 1332730400
LOT 41: 1332730410
LOT 42: 1332730420
LOT 43: 1332730430
LOT 44: 1332730440
LOT 45: 1332730450
LOT 46: 1332730460
LOT 47: 1332730470
LOT 48: 1332730480
LOT 49: 1332730490
LOT 50: 1332730500
LOT 51: 1332730510
LOT 56: 1332730560
LOT 57: 1332730570
LOT 58: 1332730580
VERTICAL DATUM
NAVD88
C.E.S. NW INC
429 - 29TH STREET NE, SUITE D
PUYALLUP, WA 98372
(253) 848-4282
WATER: SOOS CREEK WATER AND SEWER DISTRICT
SEWER: SOOS CREEK WATER AND SEWER DISTRICT
POWER: PUGET SOUND ENERGY
TELEPHONE: CENTURY LINK
GAS: PUGET SOUND ENERGY
PARCEL A:
LOTS X, Y, AND Z, KING COUNTY BOUNDARY LINE ADJUSTMENT NUMBER L061_0093,
RECORDEDUNDER RECORDING NUMBER 20070419900019, IN KING COUNTY, WASHINGTON.
TOGETHER WITH A NON-EXCLUSIVE EASEMENT FOR ROAD AS DISCLOSED BY INSTRUMENTS
RECORDED UNDER RECORDING NUMBERS 7808090599 AND 8805310993.
TRACT 5 OF NORTHWESTERN GARDEN TRACTS DIVISION 5, ACCORDING TO THE PLAT THEREOF,
RECORDED IN VOLUME 47 OF PLATS, PAGE 90, IN KING COUNTY, WASHINGTON;
EXCEPT THE WEST 150 FEET THEREOF, AS MEASURED ALONG THE SOUTH LINE OF SAID TRACT 5;
TOGETHER WITH THE NORTHERLY 30 FEET OF THAT PORTION OF TRACT 5, OF SAID NORTHWESTERN
GARDEN TRACTS DIV. NO. 5, DESCRIBED AS FOLLOWS:
BEGINNING AT THE NORTHEAST CORNER OF TRACT 4 OF SAID NORTHWESTERN GARDEN TRACTS
DIV. NO. 5;
THENCE SOUTH 1°08'10" WEST ALONG THE WEST LINE OF SAID TRACT 5, A DISTANCE OF 120 FEET;
THENCE SOUTH 89°34'39" EAST, 150 FEET;
THENCE NORTH 1°08'10" EAST, 150 FEET TO THE NORTH LINE OF SAID TRACT 5;
THENCE NORTH 89°34'39" WEST ALONG SAID LINE, 103.38 FEET TO AN ANGLE POINT;
THENCE SOUTH 0`25'21" WEST, 30 FEET;
THENCE NORTH 89°34'39" WEST. 46.89 FEET TO THE POINT OF BEGINNING.
2,270 CY CUT
5,111 CY FILL
QUANTITIES ARE FOR PERMIT PURPOSES ONLY.
CONTRACTOR SHALL VERIFY EARTHWORK
QUANTITIES FOR BID PURPOSES.
COUNTY,A PORTION OF THE SE 1/4 OF THE SW 1/4 OF SEC. 33, T23N, R05E
WILLAMETTE MERIDIAN, KING
T.E.S.C. & GRADING PLANS
LOCATIONS OF SAID UTILITY AS SHOWN ON THESE PLANS ARE BASED ON UNVERIFIED PUBLIC INFORMATION AND
ARE SUBJECT TO VARIATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
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 EXIST. THE CONTRACTOR ACCEPTS FULL
RESPONSIBILITY FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTORS FAILURE TO LOCATE
EXACTLY AND PRESERVE ANY AND ALL UTILITIES. IF CONFLICT SHOULD OCCUR, THE CONTRACTOR SHALL
CONSULT CES NW INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CES NW INC.,
ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES.
l
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.
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 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.
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Scale:
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Date:
10/25/19
\ I- ` i ,,, `,, �,- � �• �\, � _` � � 1) � � � Job No.: 18148
1 \C'J r r
/ FEATURES CONTAIN IN THIS DRAWING,
' , v. 41� ( PROPERTY LINE INCLUDING BUT NOT LIMITED TO, BOUNDARY, Sheet N
Y '. - - ' - ,^ - ` __ _... _ _. _- i \, i l 'LIMITS/SILT RIGHT OF WAY, EASEMENT, PARCEL LINES,
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DRAWINGS SUPPLIED BY OTHERS. 1 of 5 Sheets
A PORTION
CANYON TERRACE
OF THE SE 1/4 OF THE SW 1/4 OF SEC. 33, T23N, R05E
WILLAMETTE MERIDIAN, KING COUNTY, WA
T.E.S.C. & GRADING PLANS
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CALL 48 HOURS
Designed: FB13
BEFORE YOU DIG Drawn: TGS
Checked: CAD
DIAL 811 Scale: 1"=30'
Date: 10/26/19
Job No.: 18148
FEATURES CONTAINED IN THIS DRAWING,
INCLUDING BUT NOT LIMITED TO, BOUNDARY, Sheet No,:
RIGHT-OF-WAY, EASEMENT, PARCEL LINES,
BEARINGS, DISTANCES, WETLANDS AND
BUFFERS, WERE DERIVED FROM PUBLIC TESC3
RECORDS OR ACQUIRED FROM AUTOCAD
DRAWINGS SUPPLIED BY OTHERS. 3 of 5 Sheets
DocuSign Envelope ID: 6EECF586-602A-4E4A-B436-A317AA638878
2"x2" 14 GAUGE WIRE. OR
EQUIVALENT, IF STANDARD
STRENGTH FABRIC USED
FILTER FABRIC
6 MAX.
POST SPACING MAY BE INCREASED I 4"x4" MIN. TRENCH
TO T IF WIRE BACKING IS USED
SACKFILL TRENCH WITH NATIVE SOIL
OR 314" TO 1.M" WASHED GRAVEL
2"x4" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT(TYP.)
2' MIN.
I ( r,r
12" MIN,
NOTES:
1. CONDITIONS OF USE
SILT FENCE. MAY BE USED D.OWNSLOPE OF ALL DISTURBED AREAS.
j 1.2. SILT PENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL. AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED
FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND.
2. DESIGN AND INSTALLATION SPECIFICATIONS
Z 1. THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE.
ADS (ASTM D4751)
30100 SIEVE SIZE (0,60.0.16mm) FOR SILT FILM
60.10D SIEVE SIZE (0.30-0.15mm) FOR OTHER FABRICS
WATER PERMITTIVITY (ASTM 04401)
0.02 SEC" MINIMUM
GRAB TENSILE STRENGTH (ASTM 04632)
180 LBS. MIN. FOR EXTRA STRENGTH FABRIC
100 LBS, MIN, FOR STANDARD STRENGTH FABRIC
GRAB'TENSILE ELONGAUON (ASTM D4632)
30% MAX. (WOVEN)
ULTRAVIOLET RESISTANCE (ASTM D4355)
70% MIN.
2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED
FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE.
2;3. WHERE THE FENCE IS INSTALLED. THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V
2A. IF ATYPICAL SILT FENCE IS USED. THE STANDARD 4"X4" TRENCH MAY BE REDUCED AS LONG AS THE BOTTOM 81NCHES OF THE SILT FENCE FABRIC IS WELL BURIED AND
SECURE IN A TRENCH TI-IAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE.
2.6. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE.
3. MAINTENANCE STANDARDS
3.1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY,
3.2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND.
3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OFTHE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING
CHANNELIZATION OF FLAWS PARALLEL TO THE FENCE, IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT,
3A. SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH,
3.5, IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN. IT SHALL BE REPLACED.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTSI
STD. PLAN - 214.00
PUBLIC WORKS DEPARTMENT SILT FENCE 9/2$/201$
GAL
DATE
DocuSign Envelope iD: 6EECF5B6-602A74E4A-B436-A317AA638878
3' 30'. SEE NOTE 2.3 3"-5". SEE NOTE2;2
8"-10"-Dtk
ROLL SPACING - ..
DEPENDS ON SOIL -
TYPE AND SLOPE" SEDIMENT. ORGANIC MATTER,
STEEPNESS ��''� AND NATIVE SEEDS ARE y 1
CAPTURED.BEH:ND THE ROLLS
STRAW ROLLS MUST BE WOODEN STAKE.
PLACED ALONG SLOPE
CONTOURS
4'
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ADJACENTROLLS SHALL \
TIGHTLY ABUT
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NOTES:
1. CONDITIONS OF USE.
tt INSTALL ON DISTURBED AREAS THAT REQUIRE IMMEDIATE EROSION PROTECTION.
1.2. USE ON SLOPES REQUIRING, STABILIZATION UNTIL PERMANENT VEGETATION CAN BE ESTABLISHED.
1.3, CAN BE USED ALONG THE PERIMETER OF A PROJECT. AS A CHECK DAWN UNLINED DITCHES AND AROUND TEMPORARY STOCKPILES.
1.4. WATTLE$ CAN BE STAKED TO THE GROUND USING WILLOW CUTTINGS FOR ADDED REVEGETATION.
1.5. RILLING CAN OCCUR BENEAI'H'AND BETWEEN WATTLES IF NOT PROPERLY'ENI'RENCHED; ALLOWING WA'T'ERTO PASS BELOW AND. BETWEEN WAI MES,
2. DESIGN. AND 'INSTALLATION SPECIFICATIONS
2.1.. IT IS CRITICAL THAT WATTLES ARE INSTALLED -PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOUR.
21. NARROW TRENCHES SHOULD BE DUG ACROSS THE SLOPE. ON CONTOUR, TO A DEPTH OF 3' TO'5 INCHES ON CLAY SOILS AND SOIL$WITH GRADUAL SLOPE$.
ON LOOSE SOILS; STEEP SLOPES, AND DURING HIGH RAINFALL EVENTS, THE TRENCHES SHOULD BE DUG TO A' DEPTH OF 5TO 7 INCHES, OR IQ TO= OF THE
THICKNESS OF THE WATTLE.
2$. START CONSTRUCTION OF TRENCHES AND INSTALLING WATTLES FROM THE BASE OF THE SLOPE AND WORK UPHILL. EXCAVATED MATERIAL SHOULD BE
SPREAD EVENLY ALONG THE UPHILL SLOPE ANDCOMPACTEDUSING HAND TAMPING OR OTHER METHOD. CONSTRUCT TRENCHES AT CONTOUR INTERVALS
OF 3 T0.30 FEET APART DEPENDING ON THE STEEPNESS OF THE SLOPE. SOIL TYPE. AND RAINFALL, THE STEEPER. THE SLOPE THE CLOSER TOGETHER THE
TRENCHES SHOULD BE CONSTRUCTED. VERTICAL DISTANCE BETWEEN WATTLES IS NOTTQEXCEED .10 FEET,
2.4. INSTALL THE WATTLES SNUGLY INTO. THE TRENCHES AND ABUT TIGHTLY END TO END. DO NOT OVERLAP THE ENDS:
2.5. INSTALL STAKES AT EACH END OF THE WATTLE, AND AT 4 FOOT CENTERS ALONG THE ENTIRE LENGTH OF THE WATTLE,
2:6. IF REQUIRED; INSTALL PILOT HOLES FOR THE STAKES USING A STRAIGHT BAR TO DRIVE HOLES THROUGH THE WATTLE AND INTO THE SOIL.
2.T Al A MINIMUM, WOODEN STAKES SHOULD BE APPROXIMATELY 314 X 3l4 X 24 INCHES. WILLOW CUTTINGS OR 316-INCH REBAR CAN. ALSO BE USEDFOR STAKES.
2.8. STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE,. LEAVING 2 TO 3 INCHES OF THE STAKE PROTRUDING. ABOVE THE WATTLEL
3.. MAINTENANCE STANDARDS
3.1. :INSPECT WATTLES PRIOR TO FORECASTED RAIN; DAILY DURING EXTENDED RAIN EVENTS. AFTER. RAIN EVENTS, WEEKLY DURING THE WET SEASON: AND AT
TWO WEEK INTERVALS AT ALL OTHER TIMES OF THE YEAR.
3.2. ,REPAIR OR REPLACE SPLIT. TORN, RAVELING, OR SLUMPING WATTLES
3 3.. REMOVE SEDIMENT ACCUMULATIONS WHEN EXCEEDING 1 2 THE HEIGHT BETWEEN THE TOP OF THEIWATTLE AND THE GROUND SURFACE.
UNLESS 071IERWISE NOTED, DRAWING IS NOT -TO SCALE (NTS).
STD. PLAN - 213.40
PUBLIC WORKS V-PROVEM
DEPARTMENT STRAW WATTLES GAZ 9/28/201$ I
Hues R ni 5vus;.xmr -DATE
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DocuSign Envelope ID: 6EEGF586-602A-4E4A-B436-A317AA638078
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DRAINAGE GRATE TRIM
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CFILTERED
WATER ........._. - _
SECTION VIEW
DRAINAGE GRATE
(RECTANGULAR GRATE SHOWN) - - RETRIEVAL SYSTEM (TYP.)
OVERFLOW BYPASS (TYP.)
BELOW INLET GRATE DEVICE -
ISOMETRIC VIEW
NOTES:
1, PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR
CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL. BE CONVEYED TO A SEDIMENT POND OR TRAP.
2, - INLET PROTECTION $HALL BE USED TO PROTECT THE DRAINAGE SYSTEM.
3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE.
4. SIZE THE BELOW INLET GRATE DEVICE (SIGD).FOR THE STORMWATER STRUCTURE IT WILL SERVICE.
5. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS)..
6, THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLINGTHECOLLECTED MATERIAL. -
7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-0t.3(15).
8. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OFTHE AVAILABLE
STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE !,NISI
STD. PLAN - 216:30
PUBLIC WORKS APPR ED:
DEPARTMENT
CATCH BASIN INSERT GAL 9/28/2018 1
DATE
:45 At
DocuSign Envelope ID: 6EECF6B6-602A-4f 4A-B436-A317AA638878
TOE IN
4'x4'
NOTES-
1. CONDITIONS OF USE
1 .':. PLASTIC COVERING MAY BE USED ON DISTURBED AREAS THAT REQUIRE COVER MEASURES FOR LESS THAN.30 DAYS.
7.2, PLASTIC IS PARTICULARLY USEFUL FOR PROTECTING CUT AND FILL SLOPES AND STOCKPILES.
t .3. CLEAR PLASTIC SHEETING MAY BE USED OVER NEWLY -SEEDED AREAS TO CREATE A GREENHOUSE EFFECT AND ENCOURAGE GRASS GROWTH.
CLEAR PLASTIC SHOULD NOT BE USED FORTHIS PURPOSE DURING THE SUMMER MONTHS.
1.4. THIS METHOD SHALL NOT BE USED UPSLOPE OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BY RUNOFF. SUCH AREAS INCLUDE STEEP AND
UNSTABLE SLOPES.
2. DESIGN AND INSTALLATION SPECIFICATIONS
2'1, PLASTIC SHEETING SHOULD HAVE A MINIMUM THICKNESS OF 0A6 MILLIMETERS.
2.2. IF EROSION AT THE TOE OF A SLOPE IS LIKELY, A GRAVEL BERM, RIPRAP, OR OTHER SUITABLE PROTECTION SHALL BE INSTALLED AT THE TOE
OF THE SLOPE IN ORDER TO REDUCE THE VELOCITY OF RUNOFF. TIRES, -SAND BAGS OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC. 2.3.
ETS MUST OVERLAP A MINIMUM OF 12 INCHES AND BE WEIGHTED OR TAPED.
2.4. SEAMS BETWEEN SHE U N
3. MAINTENANCE STANDARDS
3.1. TORN SHEETS MUST BE REPLACED AND OPEN SEAMS REPAIRED.
3.2, IF THEPLASTICBEGINS TO DETERIORATE DUE TO ULTRAVIOLET RADIATION. IT MUST BE COMPLETELY REMOVED AND REPLACED.
33. WHEN THE PLASTIC IS NO LONGER NEEDED, IT SHALL BE COMPLETELY REMOVED.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 213.30
PUBLIC WORKS PRO' :
DEPARTMENT COVERING ��� 9/28/2018 1
DATE
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
NATIV
UNDISTURBE
3`4' ARBORISTWOODCHIP -MULCH,
SEE STD, PLAN 262.60.
3" OF COMPOST INCORPORATED
INTO S" OF SITE SDIL (TOTAL
AMENDED DEPTH OF 0.5, FOR A
SETTLED DEPTH OF 8")
SUBSOIL SCARIFIED 4" BELOW
COMPOST AMENDED LAYER
(12' BELOW SOIL SURFACE)
T 4" ARSORIST
WOOD CHIP
MULCH, SEE STD.
PLAN 262.60
6" IMPORTED
TOPSOIL MIX"
(COMPACTED -
DEPTH)
SUBSOIL IS
SCARIFIED 6"
BELOW IMPORTED
TOPSOIL MIX
PLANTING BEDS/UNDISTURBED UNDISTURBED TURF (LAWN) AREAS,
VEGETATION, SEE NOTE 1 SEE NOTE 1
OPTION 'I - NO DISTURBANCE
PLANTING BEDS
3"
TURF LAWN AREAS
(LAWN)
3RASS: SEED OR SOD
UNDISTURBED NATIVE SOIL
3RASS: SEED OR SOD
1.75" OF COMPOST INCORPORATED INTO
5.25" OF SITE SOIL (TOTAL AMENDED DEPTH
DF 8.5", FOR A SETTLED DEPTH OF B")
SUBSOIL SCARIFIED 4" BELOW
COMPOST AMENDED LAYER
(12" BELOW SOIL SURFACE)
12'
OPTIONS 2. 3. AND .4 - AMEND IN PLACE OR STOCKPILE AND AMEND
PUBLIC WORKS
DEPARTMENT
TURF (LAWN) AREAS
12.
OPTION 5 - IMPORTED TOPSOIL
3RASS: SEED OR SOD
NOTES:
t AREAS OF NO DISTURBANCE. TO BE FENCED
AND EXISTING VEGETATION AND SOIL TO BE
PROTECTED FROM CONSTRUCTION IMPACTS.
i IMPORTED
TOPSOIL MIX
GENERAL NOTES:
'COMPACTED
)EPTH)
1. TO MEASURE SETTLED DEPTH. WATER SOIL
SUFFICIENTLY TO FULLY SATURATE WITHOUT
CAUSING EROSION
SUBSOIL IS
2. COMPOST TO MEET STD. PLAN 262.60,
SCARIFIED 6"
BELOW IMPORTED
3. COMPACTION OF TOPSOIL (WHERE REQUIRED)
TOPSOIL MIX
TO BE TO 85% OF STANDARD PROCTOR.
4. SEE CONSTRUCTION PLANS FOR SPECIFIC
PROJECT REQUIREMENTS.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 264.00
APPR ED:
SOIL AMENDMENT SECTIONS GAL 9/28/2018 1
P,Mic M%Mc.Mmlirtrame DATE
:45 AM
-45 m
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