HomeMy WebLinkAboutGrading Plan��„ MCCLURE RIVER RANCH ZONE DISTRICT 2
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SITE MAP
GENERAL NOTES:
ALL WORK SHALL COMPLY WITH THE MOST RECENT GARFIELD COUNTY STANDARDS.
LIMITS OF CONSTRUCTION SHALL BE WITHIN THE DESIGNATED ARE SHOWN IN THE PLANS. PROJECT LIMITS
ADDITIONALLY INCLUDE ALL DESIGNATED BORROW AREAS, EXCAVATION DISPOSAL AREAS OR MATERIAL OR TOPSOIL
STOCKPILE AREAS. RESPECT ALL TREE/VEGETATION PRESERVATION ZONES (PER SPECS).
TEMPORARY CONSTRUCTION EASEMENTS MAY BE REQUIRED AND ARE TO BE COORDINATED WITH PROPERTY OWNER
AND GARFIELD COUNTY.
THE CONTRACTOR MUST CERTIFY THAT ALL AGGREGATES USED ON THIS PROJECT ARE FREE FROM HAZARDOUS
COMPONENTS IN EXCESS OF THE THRESHOLD CONCENTRATIONS ESTABLISHED BY THE E.P.A.
ANY SIGNAGE REMOVED DURING CONSTRUCTION THAT IS NOT SHOWN TO BE ON THE PLANS SHALL BE REPLACED
OR RETURNED TO ITS ORIGINAL LOCATION.
ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH APPLICABLE SECTIONS OF THE GEOTECHNICAL
REPORT/INVESTIGATION. CONTRACTOR TO NOTE REQUIREMENTS FOR EXCAVATION, BACKFILL AND SUPPORT MATERIALS.
THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE INFORMATION CONTAINED IN THIS REPORT PRIOR TO
CONSTRUCTION.
THROUGHOUT ALL PHASES OF CONSTRUCTION, UNTIL THE FINAL ACCEPTANCE OF THE PROJECT, THE CONTRACTOR
MUST KEEP THE WORK SITE CLEAN AND FREE FROM RUBBISH AND DEBRIS. THE CONTRACTOR SHALL ALSO ABATE
DUST NUISANCE AS NECESSARY. THE CONTRACTOR HAS TWENTY-FOUR (24) HOURS AFTER THE DEPOSIT OF ANY
EARTH, GRAVEL OR OTHER EXCAVATED MATERIAL TO REMOVE SUCH DEPOSIT. IN THE EVENT THAT THE EARTH,
GRAVEL OR OTHER EXCAVATED MATERIAL IS NOT REMOVED, THE ENGINEER OR OWNER WILL DIRECT SUCH REMOVAL
AND THE COST INCURRED SHALL BE DEDUCTED FROM THE BOND. DUST CONTROL WILL ONLY BE REQUIRED IF
ADJACENT PROPERTY OWNERS ARE ADVERSELY AFFECTED OR IF DUST ADVERSELY AFFECTS MAINTENANCE OF
TRAFFIC DURING THE PROJECT SUCH THAT, IN THE OPINION OF ENGINEER, ADJUSTMENT OF THE CONTROL
PROGRAM IS APPROPRIATE. IT IS ANTICIPATED DUST CONTROL WILL BE REQUIRED ON THIS PROJECT.
THE CONTRACTOR IS RESPONSIBLE FOR TEMPORARY SURFACES THROUGHOUT THE PROJECT TO MAINTAIN TRAFFIC
AND PEDESTRIAN ACCESS. THE COST SHALL BE INCIDENTAL TO WORK.
CONSTRUCTION DE -WATERING IS TO BE IN ACCORDANCE WITH THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND
ENVIRONMENT REQUIREMENTS. CONTRACTOR IS RESPONSIBLE FOR ALL ASSOCIATED PERMITTING.
.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE
WITH APPLICABLE STANDARDS AND REGULATIONS AS SET FORTH BY THE OCCUPATIONAL SAFETY AND HEALTH
ADMINISTRATION (O.S.H.A.).
.NO FIELD CHANGES SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER.
.SUBMITTALS SHALL BE PREPARED FOR ALL MATERIALS TO BE INCORPORATED INTO THE PROJECT AND SENT TO THE
ENGINEER FOR REVIEW AND APPROVAL.
.THE PHYSICAL FEATURES WITHIN THE LIMITS OF THE PROJECT HAVE BEEN SHOWN BASED ON THE BEST AVAILABLE
INFORMATION AT THE TIME OF DESIGN. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE
FEATURES SHOWN. THE CONTRACTOR SHALL REVIEW AND VERIFY EXISTING PHYSICAL FEATURES AND ELEVATIONS OF
THE CONDITIONS TO BE ENCOUNTERED DURING CONSTRUCTION.
.THE CONTRACTOR SHALL LIMIT ALL WORK AND STORAGE AREAS TO THE PROJECT SITE. ANY WORK INSIDE PUBLIC
RIGHT-OF-WAYS WILL REQUIRE APPROVAL FROM THE JURISDICTION OF AUTHORITY PRIOR TO CONSTRUCTION. USE
OF ANY PRIVATE AREAS FOR THIS PROJECT BY THE CONTRACTOR MUST BE APPROVED IN WRITING BY THE
PROPERTY OWNER WITH A COPY OF THIS APPROVAL PROVIDED TO THE ENGINEER PRIOR TO USAGE.
.ALL WORK SHALL BE DONE TO THE LINES, GRADES, SECTIONS, AND ELEVATIONS SHOWN ON THE PLANS UNLESS
OTHERWISE NOTED OR APPROVED BY THE ENGINEER.
.THE ENGINEER SHALL BE NOTIFIED WITHIN 48 HOUR PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION.
.THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES TO THOSE AREAS WITHIN THE LIMITS OF DISTURBANCE
AND/OR TOES OF SLOPE AS SHOWN ON THE PLANS. ANY DISTURBANCE BEYOND THESE LIMITS SHALL BE
RESTORED TO ORIGINAL CONDITIONS BY THE CONTRACTOR AT THEIR OWN EXPENSE.
.THE CONTRACTOR SHALL NOT REMOVE AND SHALL PROTECT FROM DAMAGE ALL TREES, BUSHES, AND EXISTING
IMPROVEMENTS INSIDE AND OUTSIDE THE LIMITS OF WORK NOT CALLED OUR FOR REMOVAL OR REPLACEMENT.
SPECIFIC PROVISIONS ARE SHOWN ON THE PLANS.
GARFIELD COUNTY, CO
TAX PARCEL: 239131123010
SECTION: 31 TOWNSHIP: 7 RANGE: 87
SUBMITTAL DATE
GRADING PERMIT - JUNE 8, 2023
VICINITY MAP
19.140 TREES SHALL BE REMOVED OR TRIMMED WITHOUT PRIOR ACKNOWLEDGEMENT OF THE PROPERTY OWNER
AND/OR PROJECT ENGINEER. ALL APPLICABLE PERMITS ARE THE RESPONSIBILITY OF THE CONTRACTOR.
20.THE CONTRACTOR SHALL PROTECT THE EXISTING DRAINAGE STRUCTURES AND REROUTE ANY RUNOFF AS NECESSARY
DURING CONSTRUCTION ACTIVITIES TO PREVENT EROSION AND DAMAGE.
21.THE CONTRACTOR SHALL PROVIDE SAFE PEDESTRIAN ACCESS AT ALL TIMES DURING THE PROJECT.
22.THE PHYSICAL FEATURES REQUIRING REMOVAL OR OBLITERATION WITHIN THE PROJECT SHALL BECOME THE
PROPERTY OF THE CONTRACTOR AND BE DISPOSED OF OFF -SITE UNLESS OTHERWISE NOTED.
23.THE CONTRACTOR SHALL HAVE A COPY OF ALL APPLICABLE STANDARDS AND APPROVED CONSTRUCTION PLANS AND
SPECIFICATIONS ON SITE AT ALL TIMES.
24.ANY DISCREPANCY WITHIN THESE PLANS SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER.
2. EARTHWORK
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LEGAL DISPOSAL OF ANY EXCESS SOIL, DEBRIS AND WASTE
MATERIAL OFF OF THE PROJECT SITE.
2. ANY MATERIAL NOT SUITABLE FOR BACKFILL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF, BY AND AT
THE EXPENSE OF THE CONTRACTOR.
3. ALL EMBANKMENT MATERIAL REQUIRING COMPACTION WILL CONFORM TO CDOT/ASTM STANDARDS.
4. IF GROUNDWATER IS ENCOUNTERED CONTACT ENGINEER BEFORE PROCEEDING WITH WORK IN AREA OF
GROUNDWATER.
5. IF BEDROCK IS ENCOUNTERED CONTACT ENGINEER BEFORE PROCEEDING WITH WORK IN AREA OF BEDROCK.
6. EXISTING DITCHES MAY BE IN THE AREA. IF DISTURBED, THE DITCH SHALL BE REPLACED IN ITS ORIGINAL LOCATION
BY RE-SCARIFING MATERIAL EIGHT INCHES BELOW THE DITCH AND COMPACTING WITH A NEW THREE INCH LAYER OF
BENTONIIE MIXED SOIL. ONE (1) POUND OF BENTONITE PER ONE (1) SQUARE FOOT OF AREA IS REQUIRED. THE
CONTRACTOR SHALL CONTACT AND COORDINATE ALL WORK WITH THE DITCH COMPANY.
7. AREAS OF HEAVY VEGETATION, TREES, ROCKS, ETC. MAY NOT ALL BE SHOWN ON PLAN SET. THE CONTRACTOR
SHALL FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS AND REQUIRED CONSTRUCTION METHODS TO
PERFORM THE WORK. CERTAIN AREAS MAY REQUIRE TREE REMOVAL, BOULDER RELOCATION, CLEARING AND
GRUBBING, ETC. THAT MAY NOT BE SPECIFICALLY CALLED OUT.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ANY GROUNDWATER ENCOUNTERED DURING THE
CONSTRUCTION OF ANY PORTION OF THIS PROJECT. GROUNDWATER SHALL BE PUMPED, PIPED, REMOVED AND
DISPOSED OF IN A MANNER WHICH DOES NOT CAUSE FLOODING OF EXISTING STREETS NOR EROSION ON ABUTTING
PROPERTIES IN ORDER TO CONSTRUCT THE IMPROVEMENTS SHOWN ON THESE PLANS. THE CONTRACTOR IS
RESPONSIBLE FOR ANY COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT STORM WATER DISCHARGE
OR DE -WATERING PERMITS THAT CORRESPOND WITH THESE ACTIVITIES.
9. ONSITE NATIVE MATERIAL CAN BE USED FOR STRUCTURAL BACKFILL IF APPROVED BY A GEOTECHNICAL ENGINEER
AND SHALL BE SCREENED TO SIX INCH MINUS, INSTALLED IN TWELVE INCH LIFTS AND COMPACTED TO 95 PERCENT
WITH OPTIMUM MOISTURE CONTENT.
10.STRIPPED TOPSOIL GENERATED ONSITE TO BE STOCKPILED AND USED FOR RE -VEGETATION.
3. LANDSCAPE NOTES:
1. ALL AREAS DISTURBED BY ROAD OR UTILITY CONSTRUCTION SHALL BE FINE GRADED AND RAKED TO REMOVE ALL
ROCKS OVER THREE INCHES IN DIAMETER. PLACE TOPSOIL TO A DEPTH OF SIX INCHES ON ALL DISTURBED
AREAS.
2. PRIOR TO TOPSOIL PLACEMENT, ALL CUT OR FILL SLOPES WILL BE CONTOURED TO BLEND WITH ADJACENT TERRAIN.
CONTRACTOR WILL USE VARIOUS SLOPE MOLDING TECHNIQUES TO ENHANCE THE AESTHETIC QUALITY OF THE SLOPE,
WHILE MAXIMIZING THE REVEGETATION POTENTIAL ALL CUT AND FILL SLOPES SHALL BE ROUNDED AT THE TOE TO
BLEND WITH THE EXISTING TERRAIN. ADDITIONALLY, WHERE SOILS AND STEEPNESS OF SLOPES PERMIT, TERRACES
WILL BE CONSTRUCTED TO AID THE REVEGETATION PROCESS.
3. THE CONTRACTOR SHALL NOT REMOVE AND SHALL PROTECT FROM DAMAGE ALL TREES, BUSHES, AND EXISTING
IMPROVEMENTS INSIDE AND OUTSIDE THE UMITS OF WORK. SPECIFIC PROVISIONS ARE SHOWN ON THE PLANS.
ENGINEER'S OPINION OF PROBABLE COST
CONTRACT ITEM
UNIT
QUANTITY
UNIT COST
TOTAL COST
CLEARING AND GRUBBING
LS
1
$1,000.00
$1,000.00
24" CULVERT PIPE (ADS N12) & TRENCHING
LF
60
$85.00
$5,100,00
EMBANKMENT MATERIAL (COMPLETE IN PLACE)
CY
28000
$35.00
$980,000.00
MOBILIZATION
LS
t
$10,000.00
$10,000.00
EROSION LOG -12"
LF
40
$5.00
$200.00
SILT FENCE
LF
1368
$4.00
$5,472.00
STOCK PILE TOP SOIL (EST. 6" DEPTH)
CY
4603
$8.00
$36,824.00
SEEDING (HYDRAULIC NATIVE)
AC
1.90
$1,500.00
$2,850.00
VEHICLE TRACKING PAD
EACH
1
$3,000.00
$3.000.00
TOTAL
$1,044,446.00
7770
PROJECT LOCATION I
6254 ZONE C C
ZONE C
ZONE Il
ZONE B 6288
ro 6270 -
6284 �F
N i l_Lj
6253
P
E3>' K /3 ' ;� ,300
0284 GOm 6296
6264 N 6284
RM24 RM25 E
6268 ZONE
E C A3
FEMA MAP
NOTE: THE PROPOSED WORKS LIES WITHIN ZONE B AND ZONE C FLOOD AREA.
4. THE CONTRACTOR SHALL RESTORE ALL DISTURBED LANDSCAPE, HARDSCAPE, AND SNOWMELTED AREAS IN -KIND.
5. SPECIFIC HIGHLY VEGETATED AREAS AND AREAS WITH TREES IN PROXIMITY TO THE WORK ARE CALLED OUT ON THE
PLANS, BUT MAY NOT INCLUDE ALL SUCH AREAS. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION
CONSIDERATIONS IN HIGHLY VEGETATED AREAS. ALL DAMAGED OR REMOVED VEGETATION SHALL BE REPLACED IN
KIND AT THE CONTRACTOR'S EXPENSE.
4. EROSION CONTROL NOTES:
1. THE ULTIMATE RECEIVING WATERS ARE THE ROARING FORK RIVER.
2. TOPSOIL WILL BE STRIPPED AND STOCKPILED WITH REINFORCED FILTER LOGS SURROUNDING STOCKPILE AND THEN
SEEDED AND STRAWED FOR STABILIZATION. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF DIRT FROM VEHICLES
LEAVING THE SITE PER GARFIELD COUNTY CODE.
3. EROSION AND SEDIMENT CONTROLS ARE TO BE INSPECTED EVERY FOURTEEN CALENDAR DAYS OR AFTER EVERY
STORM EVENT THAT EQUALS OR EXCEEDS A HALF INCH OF PRECIPITATION.
4. CONTRACTOR IS RESPONSIBLE FOR CHECKING THAT ALL EROSION CONTROL BMPS ARE FREE OF MUD, DIRT, AND
DEBRIS. ALL STRUCTURES ARE TO BE CLEANED ONCE DEPOSITED SEDIMENT REACHES ONE THIRD THE HEIGHT OF
THE STRUCTURE.
5. ACTUAL LOCATIONS OF ALL EROSION AND SEDIMENT CONTROL MEASURES CAN BE FIELD MODIFIED IF NECESSARY
BY ENGINEER OF RECORD AND APPROVED BY GARFIELD COUNTY.
6. EROSION CONTROL FENCING AND OTHER EROSION CONTROL MEASURES SHALL BE REMOVED AFTER ALL VEGETATION
SEEDING IS AT LEAST 80 PERCENT GERMINATED.
7. CONSTRUCTION ROAD, STABILIZED ENTRANCE, STAGING AREA, AND PERIMETER EROSION CONTROL MEASURES SHALL
BE INSTALLED PRIOR TO ANY SITE GRADING OR EXCAVATION ACTIVITIES.
8. STOCKPILED MATERIALS SHALL BE SURROUNDED WITH FILTER LOGS AND WEIGHED DOWN WITH SAND BAGS. LOGS
MAY NOT CONTAIN STRAW. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF DIRT FROM VEHICLES LEAVING THE
SITE.
9. ALL DRAINAGE STRUCTURES ARE TO BE PROTECTED BY EROSION CONTROL MEASURES.
10.IF ANY TEMPORARY FLOW LINE IS TO OCCUR DUE TO INTERMITTENT GRADE CHANGE, CHECK DAMS, SURFACE
ROUGHENING AND ADDITIONAL BMPS SHOULD BE IMPLEMENTED.
11.RESURFACING OR REVEGETATION PRACTICES SHALL FOLLOW ALL LAND DISTURBING ACTIVITIES IMMEDIATELY UPON
COMPLETION OF SAID ACTIVITIES. IF REVEGETATION PRACTICES ARE DELAYED, FINISHED TOPSOIL GRADE SHALL BE
PROTECTED AGAINST WIND AND WATER EROSION WITH TEMPORARY EROSION CONTROL BMP'S IMMEDIATELY UPON
COMPLETION.
12.WATER SHALL BE USED AS A DUST PALLIATIVE WHERE REQUIRED. LOCATIONS SHALL BE AS ORDERED. THE COST
OF WATER SHALL BE INCIDENTAL TO OTHER BID ITEMS. SWEEPING AND CLEANING ADJACENT STREETS AND
SIDEWALKS DURING CONSTRUCTION WILL BE PERFORMED AS NECESSARY AND AS DIRECTED BY THE ENGINEER.
SWEEPING, AND DUST MITIGATION IS CONSIDERED TO BE INCIDENTAL TO THE WORK.
5. BENCHMARK AND SURVEY CONTROL
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION STAKING OF BOTH HORIZONTAL AND VERTICAL
LAYOUT ON THIS PROJECT. COORDINATES ARE REFERENCED IN THE COORDINATE LIST SHOWN ON THESE PLANS.
THE CONTRACTOR SHALL COORDINATE WITH THE PROJECT ENGINEER FOR INTERPRETATION AND INFORMATION IN
STAKING OF THE PROJECT FOR CONSTRUCTION.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRESERVING ANY MONUMENTS, RANGE POINTS, TIES, BENCHMARKS,
AND/OR SURVEY CONTROL POINTS WHICH MAY BE DISTRIBUTED OR DESTROYED BY CONSTRUCTION. SUCH POINTS
SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENT BY A REGISTERED PROFESSIONAL LAND
SURVEYOR AUTHORIZED TO PRACTICE LAND SURVEYING IN THE STATE OF COLORADO. PROPERTY CORNERS WHICH
FALL WITHIN NEW CONCRETE FLATWORK SHALL BE DURABLE AND SET FLUSH. THIS SHALL BE CONSIDERED
INCIDENTAL TO THE PROJECT.
PROPERTY LINE
EDGE OF GRAVEL
MAJOR CONTOUR
MINOR CONTOUR
STORM DRAIN LINE
FLOW LINE
SILT FENCE
STRAWWATTLE CHECK DAM
REVEG AREA
TEMP. HAUL ROAD (NATIVE)
FLOODPLAIN
WETLANDS
1
2
3
4
LEGEND
EXISTING
SHEET LIST TABLE
COVER SHEET
GRADING PLAN
GRADING VOLUMES
EROSION CONTROL PLAN
-------------91 Oe: - ---
----- ----- 9104_.. -.-
■ a ® s ® IN bi
PROPOSED
105
-1J 104-
NSF NSF
to
PROJECT NARRATIVE
ESTABLISHMENT OF TEMPORARY HAUL ROAD TO TIE INTO EXISTING TWO -TRACK ROAD.
IMPORT OF ±28,000 C.Y. OF FILL MATERIAL FOR FUTURE DEVELOPMENT. INSTALLATION OF
TEMPORARY CULVERT TO MAINTAIN EXISTING FLOW PATTERNS. VEGETATION OF STOCKPILE.
TOTAL SITE AREA = 48.99 ACRES
DISTURBED AREA = 2.24 ACRES
PROJECT CONTACTS GOVERNING AGENCIES
CIVIL ENGINEER DANNY STEWART. PE GARFIELD COUNTY 108 8TH STREET
ROARING FORK GLENWOOD SPRINGS, CO
ENGINEERING (970) 945-1377
(970) 340-4130
PLANNING JON FREDERICKS
LAND WEST
(970) 379-4155
OWNER ASPEN VALLEY POLO
CLUB
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LINE TABLE
LINE
BEARING
LENGTH
L7
S10'29'38"W
200.43'
L2
S60'13'14"W
58.99'
L3
N80'17'59"W
65.74'
L4
N90'00'00"W
148.86'
L5
S18'40'40"W
76.17'
L6
S50'26'04"W
52.69'
L7
S24'31'02"W
16.48'
L8
S49'05'27"W
39.30'
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
CHORD
BEARING
DELTA
Cl
200.00'
173.58'
92.68'
168.18'
53821'26"W
49' 43' 37"
C2
200.00'
137.81'
71.77'
135.10'
S79'57'38"W
39' 28' 47"
C3
200.00'
33.86-
16.97'
33.82'
N85'O8'59"W
9- 42' 01"
C4
100.00'
124.48'
71.75'
116.60'
S54'20'20"W
71' 19' 20"
C5
100.00'
55.43'
28.44'
54.72'
S34'33'22"W
31' 45' 24"
C6
100.00'
45.23'
23.01'
44.85'
S37 28'33"W
25' 55' 02"
C7
100.00'
42.89'
21.78'
42.56'
S36'48'15"W
24' 34' 25"
ASPEN POLO PARTNERS
101 S MILL STREET SUITE 200
ASPEN, CO 81611
11 PARCEL # 23913112-7008
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STOCKPILE EXTENTS _-
STOCKPILE AREA
N '200786.10
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�E: 117992.87-
--
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ELEV: 6293.95
N: 200779.56
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200738.11
E: 118095.45
ELEV: 6295.88
STOCKPILE EXTENTS
-
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N: 200730.69
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ELEV 6295.98
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STOCKPILE EXTENTSN:
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200677.69
E: 117877.33
ELEV: 6293.78-
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TOP OF
STOCKPILE
ELEV:
6309.90 ',.`\
--
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STOCKPILE EXTENTS �� �x PC,-
--
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STOCKPILE EXTENTS
N: 200640.38 +
N: 200648.72
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STOCKPILE EXTENTS ��_ t -;
STOCKPILES EXTENTS
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STOCKPILE EXTENTS . A I� ,
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ELEV: 6294.08 f \ �;' r�
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STOCKPILE EXTENTS
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STOCKPILE EXTENTS,
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ELEV: 6296.91
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ELEV: .82
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PARCEL # 246312100951 0.pQ�.
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ELEVATIONS TABLE
MINIMUM ELEVATION
MAXIMUM ELEVATION AREA
COLOR
0.00
2.00: 8088.37
2.00
4.00 7855.20
6.00 7615.54
4.00
6.00
8.00 7384.15
8.00
10.00 7125.29
10.00
12.00 12103,13
12.00
14.00 24769.87
16.00 7901.93
14.00
STOCKPILE
VOLUME: 28,089 C.Y
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IN FEET: 1" = 20'
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GRADING VOLUMES
3
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PLAN VIEW
GEOTEXTILE 4" MINI UM DEPTH / — AASHTO #3 STONE
FABRIC
—
CULVERT PIPE
- -- _ SIZED BY ENGINEER
CONSTRUCTION ENTRANCE
NOT TO SCALE
2" X 2" HARDWOOD POSTS
FILTER FABRIC
2" WIDE LATH
BACKFILL TRENCH WITH
COMPACTED EARTH
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USE EITHER FLAT BOTTOM OR
V BOTTOM TRENCH
V-SHAPED TRENCH SECTION
FILTER FABRIC
LATH
COMPACTED EARTH
RUNOFF
8" MINIMUM
FABRIC ATTACHMENT
POST
FILTER FABRIC
LATH
ATTACH WITH 1}"
STAPLES
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gO�n'C
70,
BURY FABRIC
FLAT
BOTTOM TRENCH
SECTION
FILTER FABRIC
COMPACTED
LATH
EARTH
18" — 24"
RUNOFF
—
1
12" MINIMUM _-
4" MINIMUM-
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SILT FENCE DETAIL
NOT TO SCALE
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5
GRAPHIC SCALE
0
30
60
IN FEET: 1 "
= 60'
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JOB #: 2023-13
NOT FOR
CONSTRUCTION
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EROSION CONTROL PLAN
4
Of 4