20221198 Ver 1_000-SUNNYBROOK ESTATES WET POND OUTLET RETROFIT PLANS_20220831

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PROJECT
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Alex Wilson
Pindell—Wilson Property Vcmt.
P.O. SOX 20969
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REVISIONS
DESCRIPTION
DATE 8/11/22
REVISION # 01
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PROJECT NARRATIVE
EROSION CONTROL NOTES:
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THIS PROJECT INCLUDES THE INSTALLATION OF A RISER OUTLET STRUCTURE AND APPROXIMATELY 85' OF OUTLET CULVERT IN AN EXITING WET POND, LOWERING OF
THE EXISTING DAM ELEVATION, GRADING OF A LITTORAL SHELF, TREE REMOVAL AND PLANTING AND STABILIZATION OF SIDE SLOPES AND INFLOW AREAS.
ENGINEER'S NOTES:
1) THE LOCATION AND ALIGNMENT OF ALL IMPROVEMENTS SHOWN ARE APPROXIMATE. THE FINAL LOCATION AND ALIGNMENT SHALL BE DETERMINED
DURING CONSTRUCTION USING BEST PROFESSIONAL JUDGMENT AND APPROVED BY THE PROJECT ENGINEER.
2) MATERIALS LISTS ARE PROVIDED AS AN APPROXIMATION ONLY. CONTRACTOR SHALL INDEPENDENTLY VERIFY THE NUMBER AND AMOUNT OF STONE,
BACKFILL, OR OTHER ITEMS NECESSARY TO PROPERLY COMPLETE THE JOB.
3) THE LATEST VERSION OF THE FOLLOWING STANDARDS APPLIES TO THESE SPECIFICATIONS:
A. NCDOT "STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES" DATED JANUARY 2018
B. NCDEQ "EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, 2013.
5) THE CONTRACTOR SHALL CALL THE "CALL BEFORE YOU DIG" TOLL FREE NUMBER TO MAKE SURE THAT ALL UTILITIES ARE LOCATED AND MARKED. ANY
DAMAGE TO EXISTING UTILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR.
6) THE CONTRACTOR SHALL CONDUCT PRE- AND POST- CONSTRUCTION VIDEO INSPECTION OF UNDERGROUND UTILITIES TO ENSURE NO PROJECT
RELATED DAMAGE.
7) ANY DAMAGE RESULTING FROM ACTIONS OF THE CONTRACTOR TO STRUCTURES OR GROUNDS ON SITE WILL BE REPAIRED OR REPLACED AT THE
EXPENSE OF THE CONTRACTOR, TO A QUALITY MEETING OR EXCEEDING THEIR PREVIOUS STANDARDS.
8) THE CONTRACTOR SHALL PROVIDE FOR THE STRUCTURAL PROTECTION OF EXISTING SEWER INFRASTRUCTURE AND PROVIDE PLANS FOR ANY NECESSARY
STRUCTURAL REINFORCEMENT MEASURES.
9) THE CONTRACTOR IS TO ENSURE PUBLIC SAFETY DURING ALL PHASES OF CONSTRUCTION.
10) THE CONTRACTOR IS RESPONSIBLE FOR CLEARING AND DISPOSING OF ANY MAN-MADE MATERIALS OR OTHER DEBRIS THAT LIE WITHIN THE
CONSTRUCTION LIMITS, AS REQUESTED AND APPROVED BY THE PROJECT ENGINEER. DEBRIS AND SEDIMENT REMOVED FROM THE PROJECT AREA MUST
BE TAKEN TO A PERMITTED FACILITY.
11) THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT THE STREETS IN FRONT OF THE CONSTRUCTION SITE WILL BE KEPT CLEAN AT ALL TIMES. IF NEEDED
TO ACCOMPLISH THIS A WASH STATION MAY BE REQUIRED.
12) ALL WORK SHALL BE COMPLETED "IN THE DRY" WITH THE USE OF PUMP AROUND OR SIMILAR SUITABLE METHOD OF WATER DIVERSION.
SEEDING NOTES:
SOIL PREPARATION
ALL DISTURBED AREAS SHALL BE DRESSED AS DIRECTED. ANY COMPACTED AREAS WILL BE LOOSENED TO A DEPTH OF 6-8 INCHES.
THE TOP 3 INCHES SHALL BE PULVERIZED TO PROVIDE A UNIFORM SEEDBED AFTER THE ADDITION OF SOIL AMMENDMENTS.
AGRICULTURAL LIME AND FERTILIZER WILL BE APPLIED AS DIRECTED AND INCORPORATED INTO THE TOP 6 INCHES OF SOIL PRIOR
TO SEEDING.
AGRICULTURAL LIME SHALL BE APPLIED AT THE RATE OF 90 LB/1000 SQ. FT (2 TON/ACRE).
5-10-10 FERTILIZER SHALL BE APPLIED AT A RATE OF 15-25 LB/ SQ. FT. (700-1,000 LB/ACRE). FOR TURF GRASS ONLY.
LOOSEN SOIL IF IT HAS BECOME SEALED OR CRUSTED PRIOR TO SEEDING. SLOPES GREATER THAN 3:1 WILL BE FURROWED ALONG
CONTOURS PRIOR TO SEEDING.
TEMPORARY TURF SEEDING:
(FALL/WINTER)
120 LB/AC RYE GRAIN AND
20 LB/AC HARD FESCUE
(SPRING/SUMMER)
40 LB/AC GERMAN MILLET AND
50 LB/AC SMALL STEMMED SUDAN GRASS AND
40 LB/AC PERENNIAL RYE
PERMANENT TURF SEEDING (SPRING/SUMMER ONLY):
50 LB/AC TALL FESCUE
5 LB/AC CENTIPEDE
25 LB/AC BERMUDA GRASS (HULLED)
MULCHING
MULCHING SHALL CONSIST OF SMALL GRAIN STRAW APPLIED AT A RATE OF 90 LB/1000 SQ. FT. (2 TONS/ACRE). ANCHOR STRAW
BY TACKING WITH BIODEGRADABLE NETTING OR A MULCH ANCHORING TOOL.
COVER ALL SLOPES GREATER THAN 3(H):1 (V) WITH COIR MATTING AND SECURE WITH WOODEN STAKING.
GENERAL SEEDING NOTES:
IF ACTIVE CONSTRUCTION CEASES, MEANING NO SUBSTANTIAL OR SIGNIFICANT PROGRESS IS MADE IN ANY AREA FOR MORE
THAN 14 DAYS, ALL DISTURBED AREAS MUST BE SEEDED, MULCHED, AND TACKED UNLESS WRITTEN APPROVAL IS GRANTED BY THE
PROJECT ENGINEERING TECHNICIAN. INCIDENTAL GRADING SHALL NOT CONSTITUTE SUBSTANTIAL OR SIGNIFICANT PROGRESS IN
CONSTRUCTION ACTIVITY.
AS A PART OF PERMANENT SEEDING, MAINTENANCE MAY BE REQUIRED TO MAINTAIN VEGETATION FOR 12 MONTHS (INCLUDING
MOWING AND WATERING). THIS MAINTENANCE SHALL BE CONSIDERED A PART OF ESTABLISHING PERMANENT GROUND COVER.
RE -SEED ALL DISTURBED AREAS AND SLOPES AS DIRECTED.
TRAFFIC CONTROL AND PEDESTRIAN PLAN NOTES:
1) PRIOR TO ANY WORK THAT IMPACTS THE RIGHT-OF-WAY THE CONTRACTOR MUST APPLY FOR A PERMIT WITH
RIGHT -OF -WATER SERVICES.
2) THE STREET, LANE, SIDEWALK, CLOSURE PERMIT IS REQUIRED FOR ANY CLOSURE ON CITY STREETS AND ALL NCDOT STREET
WITHIN RALEIGH'S JURISDICTION.
3) A PERMIT REQUEST WITH A TCPED PLAN SHALL BE SUBMITTED TO RIGHT-OF-WAY SERVICES THROUGH THE CITY OF RALEIGH
PERMIT AND DEVELOPMENT PORTAL.
4) PRIOR TO THE START OF WORK, THE CLIENT SHALL SCHEDULE A PRE -CONSTRUCTION MEETING WITH THE ENGINEERING
INSPECTIONS COORDINATOR TO REVIEW THE SPECIFIC COMPONENTS OF THE APPROVED PLAN, AND ENSURE ALL
PERMITS ARE ISSUED.
5) ALL TCPED PLANS SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS AND STANDARDS.
6) ALL PUBLIC SIDEWALKS MUST BE ACCESSIBLE TO PEDESTRIANS WHO ARE VISUALLY IMPAIRED AND/OR PEOPLE WITH
MOBILITY CONCERNS. EXISTING AND ALTERNATIVE PEDESTRIAN ROUTES DURING CONSTRUCTION SHALL BE REQUIRED TO
BE COMPLIANT WITH THE PUBLIC RIGHTS OF WAY ACCESSIBILITY GUIDELINES, THE ADA STANDARDS FOR ACCESSIBLE
DESIGN AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
7) ALL PERMITS MUST BE AVAILABLE AND VISIBLE ON SITE DURING THE OPERATION.
1. ALL SLOPES SHALL BE SEEDED AND STABILIZED WITH A DENSE COVERAGE OF GRASS. ANY EXPOSED OR BARE SLOPES
SHALL BE RE -SEEDED OR PROTECTED WITH EROSION CONTROL MATTING. EROSION CONTROL MATTING SHALL MEET THE
REQUIREMENTS OF ROLANKA COIR MAT 70 AND INCLUDE LESS THAN 40% OPENINGS.
2. ALL BACKFILL SHALL BE SUITABLE FOR PLANT GROWTH AND GENERALLY FREE OF DEBRIS OR OTHER MATERIAL GREATER
THAN 2 INCHES IN SIZE.
3. ALL ELEVATIONS AND CHANNEL DIMENSIONS SHALL BE MET WITHIN A TOLERANCE OF 0.1'
4. STABILIZATION MEASURES SHALL BE IMPLEMENTED AS SOON AS POSSIBLE FOLLOWING COMPLETED AREAS OF
CONSTRUCTION. SPECIFIC SEEDING REQUIREMENTS ARE PROVIDED.
5. PROVIDE TEMPORARY OR PERMANENT GROUNDCOVER ON ALL EXPOSED AREAS WITHIN 7 CALENDAR DAYS FOLLOWING
COMPLETION OF ANY PHASE OF GRADING. PROVIDE A PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN
14 WORKING DAYS OR WITHIN 90 CALENDAR DAYS (WHICHEVER IS SHORTER) AFTER FINAL GRADE IS REACHED.
6. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN (7) DAYS OR AFTER EACH RAINFALL
OCCURRENCE THAT EXCEEDS ONE-HALF (1/2) INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR
REPLACED, AS NECESSARY.
7. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD TO OFF SITE AREAS. THE
CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED.
GEOTECHNICAL NOTES:
1) THE CONSTRUCTION OF THE EMBANKMENT SHALL BE DONE UNDER THE OBSERVATION OF A QUALIFIED GEOTECHNICAL
ENGINEER, WHO IS REGISTERED AS A PROFESSIONAL ENGINEER IN THE STATE OF NORTH CAROLINA.
2) TEST OF THE DEGREE OF COMPACTION OF FILL SHALL BE PERFORMED AS A PART OF CONSTRUCTION OBSERVATION FOR
THE CONSTRUCTION OF THE DAM. TEST SHALL BE CONDUCTED IN CONCURRENT WITH THE INSTALLATION OF THE
COMPACTED FILL AND THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION OF THE DAM SO THAT THE TESTING
CAN BE COMPLETED. IN ALL FILL AREAS OF THE BERM, A SOIL COMPACTION TEST SHALL BE CONDUCTED EACH 2,500 SF
PER VERTICAL FOOT OF FILL. SHOULD THE RESULTS OF THE TEST INDICATE THAT THE SPECIFIED DEGREE OF COMPACTION
HAS NOT BEEN OBTAINED; THE PORTIONS OF THE DAM REPRESENTED BE SUCH TESTS SHALL BE REBUILT. ALL PORTIONS OF
THE DAM SHALL ACHIEVE THE SPECIFIED MINIMUM DEGREE OF COMPACTION.
3) THE GEOTECHNICAL ENGINEER SHALL OBSERVE ALL ASPECTS OF THE CONSTRUCTION OF THE DAM (I.E., PREPARATION OF
THE FOUNDATION, INSTALLATION OF THE CUT -OFF -TRENCH, INSTALLATION OF THE PRIMARY OUTLET PIPE, INSTALLATION OF
THE INTERNAL DRAINAGE, INSTALLATION OF COMPACTED FILL, ETC.). THE FREQUENCY OF OBSERVATION AND TESTING
MUST BE SUFFICIENT FOR THE GEOTECHNICAL ENGINEER TO STATE, IN HIS/HER PROFESSIONAL OPINION, THAT THE
SPECIFIC ITEMS OBSERVED AND TESTED WERE INSTALLED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION
DRAWINGS AND SPECIFICATION. REFERENCE IS MADE TO SECTIONS 4.1 TO 4.5 REGARDING GEOTECHNICAL
CERTIFICATION OF THE DAM EMBANKMENTS.
DAM CONSTRUCTION NOTES:
1) CONTROLLED FILL, AS SPECIFIED BY THE GEOTECHNICAL ENGINEER, IN THE DAM EMBANKMENT AND CUTOFF TRENCH
SHALL BE PLACED IN 6-INCH LOOSE LAYERS AND SHALL BE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE
STANDARD PROCTOR MAXIMUM DENSITY AT A MOISTURE CONTENT OF + OR - TWO PERCENTAGE POINTS OF THE OPTIMUM
MOISTURE CONTENT IN ACCORDANCE WITH ASTM D698. FILL PLACED WITHIN 10-FEET OF THE CENTERLINE OF THE
PRINCIPAL OUTLET PIPE SHALL BE PLACED IN 3-INCH LOOSE LAYERS AND SHALL BE COMPACTED TO A DENSITY OF NO LESS
THAN 98% OF THE STANDARD PROCTOR MAXIMUM DENSITY.
2) ALL VISIBLE ORGANIC DEBRIS SUCH AS ROOTS AND LIMBS SHALL BE REMOVED FROM THE FILL MATERIAL PRIOR TO
COMPACTION TO THE REQUIRED DENSITY. SOILS WITH ORGANIC MATTER CONTENT EXCEEDING 5% BY WEIGHT SHALL NOT
GE USED. STONES GREATER THAN 3-INCH (IN ANY DIRECTION) SHALL BE REMOVED FROM THE FILL PRIOR TO COMPACTION.
3) FILL MATERIAL PLACED AT DENSITIES LOWER THAN SPECIFIED MINIMUM DENSITIES OR A MOISTURE CONTENTS OUTSIDE THE
SPECIFIED RANGES OR OTHERWISE NOT CONFORMING TO SPECIFIED REQUIREMENTS SHALL BE REMOVED AND REPLACED.
4) ANY FILL LAYER THAT IS SMOOTH DRUM ROLLED TO REDUCE MOISTURE PENETRATION DURING A STORM EVENT SHALL BE
PROPERLY SCARIFIED PRIOR TO THE PLACEMENT OF THE NEXT SOIL LIFT.
5) SURFACE WATER AND STREAM FLOW SHALL BE CONTINUOUSLY CONTROLLED THROUGHOUT CONSTRUCTION AND THE
PLACEMENT OF CONTROLLED FILL.
6) FOUNDATION AREAS MAY REQUIRE UNDERCUTTING OF COMPRESSIBLE AND /OR UNSUITABLE SOILS IN ADDITION TO THAT
INDICATION ON THE PLANS. ALL SUCH UNDERCUTTING SHALL BE PERFORMED AT THE DISCRETION OF THE GEOTECHNICAL
ENGINEER AND SHALL BE MONITORED AND DOCUMENTED. IN NO CASE SHALL THERE BE AN ATTEMPT TO STABILIZE ANY
PORTIONS OF THE FOUNDATIONS SOILS WITH CRUSHED STONE. THE GEOTECHNICAL ENGINEER SHALL PROVIDE THE DESIGN
ENGINEER WITH A COPY OF ALL FIELD REPORTS THAT REFERENCE THE COMPACTION OR UNDERCUT REQUIRED TO
CONSTRUCT THE BMP.
7) TREATMENT OF SEEPAGE AREAS, SUBGRADE PREPARATION, FOUNDATION DEWATERING AND ROCK FOUNDATION
PREPARATION (I.E., TREATMENT WITH SLUSH GROUTING, DENTAL CONCRETE, ETC.) MAY BE REQUIRED AT THE DISCRETION
OF THE GEOTECNICAL ENGINEER. ALL SUCH ACTIVITIES SHALL BE CLOSELY MONITORED AND DOCUMENTED BY THE
GEOTECHNICAL ENGINEER.
8) FILL ADJACENT TO THE RISER AND PRINCIPAL OUTLET PIPE SHALL BE PLACED SO THAT LIFTS ARE AT THE SAME LEVEL ON BOTH
SIDES OF THE STRUCTURES.
9) EARTHWORK COMPACTION WITHIN 3-FEET OF ANY STRUCTURES SHALL BE ACCOMPLISHED BY MEANS OF HAND TAMPERS,
MANUALLY DIRECTED POWER TAMPERS, OR PLATE COMPACTORS OR MINIATURE SELF-PROPELLED ROLLERS.
10) COMPACTION BY MEANS OF DROPPING WEIGHTS FROM A CRANE OR HOIST SHALL NOT BE PERMITTED.
11) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO PASS OVER CAST -IN -PLACE STRUCTURES (INCLUDING THE CRADLE) UNTIL
ADEQUATE CURING TIME HAS ELAPSED.
12) TO RE-ESTABLISH VEGETATION AFTER CONSTRUCTION, A 2- TO 3-INCH LAYER OF TOPSOIL SHALL BE PLACED ON THE
DISTURBED EMBANKMENT SURFACE AND THE AREA SEEDED AND MULCH OR HYDROSEEDED.
ANTI -SEEPAGE COLLARS NOTES:
1) BECAUSE THE CONTACT BETWEEN AN EMBANKMENT PENETRATING CONDUIT AND THE SOIL IN THE EMBANKMENT IS THE
AREA MOST SUSCEPTIBLE TO PIPING (E.G., INTERNAL EROSION OF EMBANKMENT SOIL), SPECIAL ATTENTION MUST BE
GIVEN TO THE DESIGN OF THE PRINCIPAL OUTLET PIPE. DEPENDING ON THE DAM HEIGHT AND FACILITY TYPE (E.G., A WET
POND VS. A DRY POND), THE INSTALLATION OF CONCRETE ANTI -SEEPAGE COLLARS SHALL BE PROVIDED AND
CONSTRUCTED UNDER THE OBSERVATION OF A QUALIFIES GEOTECHNICAL ENGINEER, WHO IS REGISTERED AS A
PROFESSIONAL ENGINEER IN THE STATE OF NORTH CAROLINA. THE GEOTECHNICAL ENGINEER MUST HAVE EXPERIENCE IN
THE DESIGN AND CONSTRUCTION OF SMALL EARTH DAMS.
2) UNTILITY CONDUITS OTHER THAN THE PRINCIPAL OUTLET PIPE SHALL NOT BE PERMITTED TO PENETRATE THE EMBANKMENT
OR THE EMBANKMENT FOUNDATION. THESE UTILITY CONDUITS SHALL BE ROUTED AROUND THE EMBANKMENT AND
FOUNDATION AREAS.
3) CONCRETE IN THE ANTI -SEEPAGE COLLARS SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH OF 4,000-PSI . A
COMPRESSIVE STRENGTH TESTS SHALL ALSO BE PERFORMED TO ENSURE COMPLIANCE WITH THESE SPECIFICATIONS. THE
CONCRETE ANTI -SEEPAGE COLLARS SHALL BE PLACED MONOLITHICALLY, SHALL BE WORKED WITH HAND EQUIPMENT UP
UNDER THE PRINCIPAL OUTLET PIPE, SHALL BE CONSOLIDATED PRIMARILY BY INTERNAL VIBRATION AND SHALL BE FINISHED
"ROUGH" SO AS TO ACHIEVE A MORE ADEQUATE BOND BETWEEN THE CONCRETE IN THE ANTI -SEEPAGE COLLARS AND
THE FIRST LIFT OF STRUCTURAL FILL. CRADLES CONSTRUCTED OF FLOWABLE FILLS, SLURRIES OF GELS WILL NOT BE
PERMITTED.
4) THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER WHEN INSTALLING THE CONCRETE ANTI -SEEPAGE COLLARS
TO OBSERVE THE INSTALLATION. THE ENGINEER MUST WITNESS AND PHOTOGRAPH THE INSTALLATION OF THE CONCRETE
ANTI -SEEPAGE COLLARS FOR AS -BUILT PURPOSES.
LEGE\D:
EXISTING CONTOURS
PROPOSED MAJOR CONTOURS
PROPOSED MINOR CONTOURS
GRADING LIMIT
TREE PROTECTION
SILT FENCE
LIMIT OF DISTURBANCE
STREAM BUFFER ZONE 1
STREAM BUFFER ZONE 2
CONSTRUCTION ENTRANCE
STAGING AREA
ACCESS PATH
RIPRAP STONE
BANK STABILIZATION AND
EROSION CONTROL MATTING
DAM GRADING AND OUTLET
CULVERT INSTALLATION
CONSERVATION PLANTING AREA
PERMANENT SEEDING AREA
TREE REMOVAL
CONSTRUCTION SEQUENCING:
GL
TF
SF
LOD
GL
TF
SF
LOD
N.
1. INSTALLING THE CONSTRUCTION ENTRANCE
AND ESTABLISH EROSION AND SEDIMENT
CONTROLS.
2. REMOVE REQUIRED TREES AND DEBRIS.
3. DEWATER POND.
4. LOWER DAM ELEVATION TO 253'.
5. EXCAVATE TRENCH FOR OUTLET CULVERT
INSTALLATION.
6. INSTALL RISER STRUCTURE.
7. INSTALL OUTLET CULVERT.
8. POUR CULVERT COLLARS.
9. FILL AND RECONSTRUCT DAM.
10. GRADE LITTORAL SHELF.
11. DRESS SIDE SLOPES.
12. CONSTRUCT OUTLET DISSIPATER.
13. CONSTRUCT RIPRAP INFLOW AREAS.
14. SEED DISTURBED AREAS.
15. PLANT ACCORDING TO THE PLANTING PLAN.
16. REMOVE EROSION AND SEDIMENT CONTROLS.
17. REMOVE CONSTRUCTION ENTRANCE.
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REVISIONS
DESCRIPTION
DATE 8/11/22
REVISION # 01
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DROP INLET
CATCH BASIN
REINFORCED CONCRETE PIPE
HIGH DENSITY POLYETHYLENE PIPE
SANITARY SEWER MANHOLE
WATER VALVE
EDGE OF ASPHALT PAVEMENT
CURB & GUTTER
DECIDUOUS TREE w/s/zE
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PIN 1722185828
SUNNYBROOK ESTATES SUBDI VISION
HOMEOWNERS ASSOCIATION, INC.
DB 15611 PG 2067
BM 2005 PG 2446
LOT 405 (OPEN SPACE) t ,1
PIN 1722184716
SUNNYBROOK ESTATES SUBDI VISION
HOMEOWNERS ASSOCIA 77QN, INCa-
DB 15611 PG 2067,
BM 200,5 PG 2446 4
(OPEN SPACE)
CONIFEROUS TREE W/SIZE
PINE
CEDAR
PIN 1722183472
SUNNYBROOK ESTATES SUBDI 14SION
HOMEOWNERS ASSOCIATION, INC.
DB 15611 PG 2067
BM 2005 PG 2446
LOT 406 (OPEN SPACE)
GPS CER TIFICA TION:
THE GRID 77E WAS DETERMINED FROM AN ACTUAL
GNSS SURVEY 77E AND THE FOLLOWING INFORMATION
WAS USED TO PERFORM THE SURVEY.
CLASS OF SURVEY- A
POSITIONAL ACCURACY: 0.05
TYPE OF GPS: NC RTN
DATE OF SURVEY: 2/19/2022
DATUM: NAD83/2011
GEOID MODEL USED: NGS2012B
COMBINED FACTOR.: 0.99990404
UNITS: US SURVEY FEET
0
I
PIN 1722183472
SUNNYBROOK ESTATES SUBDI VISION
HOMEOWNERS ASSOCIA 770N, INC.
DB 15611 PG 2067
BM 2005 PG 2446
LOT 406 (OPEN SPACE)
60
120
180
SCALE: 1" = 60'
SSMH
RIM 252.12
48"
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BM 2005 PG-.690
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PIN 1722177985
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REDEEMING LOVE MISSIONARY BARTIS
CHURCH INC
DB 9584 PG 64
BM 2004 PG 760
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PIN 1722187197
SUNNYBROOK ESTATES SUBDIVISION
HOMEOWNERS ASSOCIATION, INC.
DB 15611 PG 2067
BM 2005 PG 689
(OPEN SPACE)
VICINITY MAP
NOT TO SCALE
TREE INSET
1" = 20'
TOPOGRAPHIC SUR VEY CER TIFI CA TION
I, CHARLES H. SMITH, CERTIFY 77-1A T 77-lI5 PROJECT WAS COMPLETED UNDER
MY DIRECT AND RESPONSIBLE CHARGE FROM AN ACTUAL SURVEY MADE
UNDER MY SUPERVISION; THAT THIS GROUND/AIRBORNE/HYDROGRAPHIC
SURVEY WAS PERFORMED AT THE 95 PERCENT CONFIDENCE LEVEL TO MEET
FEDERAL GEOGRAPHIC DATA COMMITTEE STANDARDS; THAT THIS SURVEY WAS
PERFORMED TO MEET THE REQUIREMENTS FOR A TOPOGRAPHIC/PLANIMETRIC
SURVEY TO THE ACCURACY OF CLASS A AND VERTICAL ACCURACY WHEN
APPLICABLE TO THE CLASS A STANDARD, AND THAT THE ORIGINAL DATA
WAS OBTAINED ON FEBRUARY 19, 2022; THAT THE SURVEY WAS COMPLETED
ON FEBRUARY 25, 2022; THAT CONTOURS SHOWN AS SOLID LINES MAY NOT
MEET THE STATED STANDARD; AND ALL COORDINATES ARE BASED ON NORTH
CAROLINA STA TE GRID 'NAD 83 (2011)' AND ALL ELEVATIONS ARE BASED ON
NA VD 88.
CHARLES H. SM177-1, NC PLS No. L-4196
SURVEY NOTES:
2/25/22
DATE
1. PREPARED FOR KRIS BASS ENGINEERING, PLLC.
2. THIS PROPERTY LIES IN ZONE "X" PER FLOOD INSURANCE RATE MAP FOR WAKE
COUNTY, NORTH CAROLINA, MAP NUMBER 3720172200J, EFFECTIVE ON
05/02/2006.
3. HORIZONTAL CONTROL BASED ON NADS3 (2011); VERTICAL CONTROL BASED ON
NAVD'88. AS ESTABLISHED BY CPS.
4. CONTOUR INTERVAL 1S ONE FOOT (1')
5. THE LOCA770N OF SUBSURFACE UT/L177ES AS SHOWN HEREON, IF ANY, ARE BASED
ON FIELD L OCA 77ON OF SURFACE FEATURES AND ARE APPROXIMA 7E. OTHER
SUBSURFACE UTILITIES MAY EXIST ON 7HIS SITE THAT ARE NOT INCLUDED IN
THIS SURVEY.
6. A BOUNDARY SURVEY WAS' NOT PERFORMED FOR THE PREPARA 77ON OF THIS
TOPOGRAPHIC/HYDROGRAPHIC SURVEY.
SURVEYING
4072 BARRETT DRIVE
RALEIGH, NC 27609
PHONE [phone]
NC CORPORATE LICENSE No. C-2335
GSC PROJECT.- 22006
A TOPOGRAPHIC AND HYDROGPAHIC
SURVEY OF PROPERTY OF
SUNNYBROOK ESTATES SUBDI 1/1 SION
HOMEOWNERS ASSOCIATION, INC.
ST.. MARY'S TOWNSHIP
WAKE COUNTY, NORTH CAROLINA
DA TE:
FEB. 25, 2022
SCALE:
1" = 60'
SHEET:
1 OF 1
NOTE: EXISTING CONDITIONS SURVEY COMPLETED BY GSC SURVEYING
DESIGNED:
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SUNNYBROOK ESTATES SUBDIVISION
HOMEOWNERS ASSOCIATION, INC.
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TREE REMOVAL NOTES:
1. ALL TREES TO BE REMOVED ARE BETWEEN THE SIZES OF 3"-24".
2. 176 TREES ARE TO BE REMOVED.
3. 72 OF 176 TREES ARE LOCATED ON THE DAM STRUCTURE AND SHALL BE
CLEARED AND GRUBED. ROOT BALLS MUST BE REMOVED FROM DAM
STRUCTURE.
4. ALL EXISTING DEAD WOOD AROUND POND AND WATER LINE SHALL BE
5. ALL TRASH AND LITTER SHALL BE CLEARED FROM SITE.
6. ALL TRASH AND DEBRIS MUST BE DISPOSED OF OFF SITE APPROPRIATELY.
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PIN 1722183472
SUNNYBROOK ESTATES SUBDIVISION
HOMEOWNERS ASSOCIATION, INC.
DB 15611 PG 2067
BM 2005 PG 2446
LOT 406 (OPEN SPACE)
PIN 1722185436
SUNNYBROOK ESTATES SUBDIVISION
HOMEOWNERS ASSOCIATION, INC.
DB 15611 PG 2067
BM 2005 PG 690
LOT 403 (OPEN SPACE)
PROPOSED
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001
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PROPOSED WATER
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AREA 25,755 SF
AVE. DEPTH 3.7 FT
001
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SEE DETAIL 12/D3
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GRADING PLAN SHEET P4
PIN 1722184716
SUNNYBROOK ESTATES SUBDIVISION
HOMEOWNERS ASSOCIATION, INC.
DB 15611 PG 2067
BM 2005 PG 2446
(OPEN SPACE)
EXISTING 30" FES
ELEV. 256.0
SIDE SLOPE SMOOTHING,
DEBRIS REMOVAL, AND
EROSION CONTROL MATTING,
SEE DETAIL 11/D3
DAM GRADING AND
RECONSTRUCTION, SEE i
GRADING PLAN SHEET P4
CULVERT PLACEMENT,
SEE DETAIL 9/D3
CULVERT COLLAR,
SEE DETAIL 10/D3
ADJOINING PROPERTY
BOUNDARIES
PIN 1722184845
GLADYS LATONYA HANKINS
DB 015530 PG 00429
PIN 1722185828
SUNNYBROOK ESTATES SUBDIVISION
HOMEOWNERS ASSOCIATION, INC.
DB 15611 PG 2067
BM 2005 PG 2446
LOT 403 (OPEN SPACE)
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SHEET P3

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SCALE: 1 INCH = 20 FEET
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SUNNYBROOK ESTATES SUBDIVISION
HOMEOWNERS ASSOCIATION, INC.
DB 15611 PG 2067
BM 2005 PG 2446
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HOMEOWNERS ASSOCIATION, INC.
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SUNNYBROOK ESTATES SUBDIVISION
HOMEOWNERS ASSOCIATION, INC.
DB 15611 PG 2067
BM 2005 PG 2446
(OPEN SPACE)
—
PIN 1722184845
GLADYS LATONYA HANKINS
DB 015530 PG 00429
— %1 7 —
CULVERT PLACEMENT,
SEE DETAIL 9/D3
PIN 1722185828
SUNNYBROOK ESTATES SUBDIVISION
HOMEOWNERS ASSOCIATION, INC.
DB 15611 PG 2067
BM 2005 PG 2446
LOT 403 (OPEN SPACE)
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REVISION # 01
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FI NAL_ D D_S H E ETS_. d w g
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30
60
Feet
SCALE: 1 INCH = 20 FEET
PLANTING NOTES:
1. ALL DISTURBED AREAS TO BE VEGETATED WITH DENSE GRASS VEGETATION
UNLESS OTHERWISE NOTED.
2. LITTORAL SHELF PLANTING AREA TO BE PLANTED WITH MINIMUM OF 50
PLANTS PER 200 SF.
3. THE LITTORAL SHELF SHALL BE PLANTED WITH NO FEWER THAN 6 DIVERSE
SPECIES.
4. PLANTING LIST MUST BE APPROVED BY THE PROJECT ENGINEER PRIOR TO
DELIVERY TO SITE.
5. PLANT CONDITION MUST BE APPROVED BY PROJECT ENGINEER PRIOR TO
INSTALLATION.
6. CONSERVATION PLANTING SEED MIX TO BE APPLIED AT A RATE OF 40
LBS/AC.
LITTORAL SHELF PLANTINGS
BOTANICAL NAME
COMMON NAME
QUANTITY
Asclepius incamata
Swamp Milkweed
303
Eupatoriadelphus
fistulosus
Joe Pye Weed
303
Lobelia cardinal is
Cardinal Flower
303
Chelone galbra
White turtlehead
303
Rhynchospora colorata
Starrush Whitetop
303
Hibiscus coccineus
Scarlet Rose Mallow
303
TREE PLANTINGS
BOTANICAL NAME
COMMON NAME
QUANTITY
Quercus falcata
SOUTHERN RED OAK
4
Taxodium distichum
BALD CYPRESS
8
BALD CYPRESS
PLANTING
SU\
Y COVE
CONSERVATION PLANTING SEED MIX
COMMON PLANT NAME
SEED COMPOSITION
BIG BLUESTEM
12%
FOX SEDGE
10%
LANCE LEAF TICKSEED
5%
VIRGINIA WILDRYE
15%
HARD FESCUE
5%
SWITCHGRASS
10
BLACKEYED SUSAN
1%
LITTLE BLUESTEM
8%
INDIAN GRASS
9%
PURPLE TOP
12%
EASTERN GAMMAGRASS
13%
LOD
PERMANENT
SEEDING AREA
22,920 SF
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256
254
253
252
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160
251
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RISER -OUTLET PROFILE
TRASH RACK,
SEE RISER DETAILS
SHEET D1
EMERGENCY OVERFLOW WEIR
ELEV. 250.8,
SEE RISER DETAILS
SHEET D1
TEMPORARY POOL ORIFICE
ELEV. 249.0,
SEE RISER DETAILS
SHEET D1
LOW FLOW ORIFICE
ELEV. 247.5,
SEE RISER DETAILS
SHEET D1
PROPOSED NORMAL
256
2
254
253
252
251
250
249
248
WATER LEVEL,
ELEV. 247.5'
RISER STRUCTURE,
SEE RISER DETAILS
SHEET D1
PERMANENT POOL DRAIN
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SEE DETAIL 12/D3
8" GATE VALVE WITH 8"
DIP, SEE RISER DETAILS
SHEET D1
RISER FOUNDATION,
SEE RISER DETAILS
SHEET D1
HORIZONTAL SCALE: 1 INCH = 10 FEET
VERTICAL SCALE: 1 INCH = 4 FEET
247
246
244
243
242
41
240
239
238
237
236
235
234
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242
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LOCATION
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REVISIONS
DESCRIPTION
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DATE 8/11/22
REVISION # 01
DRAWING:
FINAL_DD_SHEETS_.dwg
SHEET P7

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3 TEMPORARY POOL
WEIR OPENING
8" GATE VALVE WITH
NUT OPERATOR AND
6" DIP PIPE
3 TEMPORARY POOL
WEIR OPENING
ACCESS STEPS
48" RCP OUTLET CULVERT
TOTAL LENGTH 85',
SEE DETAIL 9/D3,
SEE DETAIL 10/D3
0.5'-
1.0'
PLAN VIEW
NOT TO SCALE
TRASH RACK TO BE
INSTALLED ON TOP
OF RISER
8.0'
2.67'
1.0'
48" RCP OUTLET CULVERT
TOTAL LENGTH 85',
SEE DETAIL 9/D3,
SEE DETAIL 10/D3
ACCESS STEPS
TRASH RACK TO BE
INSTALLED ON TOP
OF RISER
8" GATE VALVE
NUT OPERATOR
ELEV. 250.8
t=.
L
2.67'
1.0'
1.0'
ELEV. 249.0
ELEV. 247.5
8" GATE VALVE WITH
NUT OPERATOR AND
6" DIP PIPE
ELEV. 241.0
1.0'
ELEV. 240.0
li
0.5'
A
SIDE VIEW
8.0'
10.0'
2.5'
RISER NOTES:
1. PLANS OR SHOP DRAWINGS SHALL BE APPROVED BY
THE PROJECT ENGINEER PRIOR TO FABRICATION.
2. STRUCTURE SHALL BE SET ON A SUITABLE DRY
FOUNDATION. FOUNDATION SHALL BE UNDERLAIN WITH
6 OZ. NON -WOVEN GEOTEXTILE AND AT LEAST 6" OF
#57 STONE.
3. PRECAST ANTI -FLOAT FOUNDATION SHALL INCLUDE
RISER STUB TO ALLOW MATING BETWEEN RISER
SECTIONS AND ANTI -FLOAT FOUNDATION.
4. #6 REBAR SHALL BE GRIDDED ON 12" CENTERS.
5. STRUCTURE SHALL BE INSPECTED BY THE PROJECT
ENGINEER PRIOR TO INSTALLATION.
6. CONTRACTOR SHALL PROVIDE ALL NECESSARY
FITTINGS, MATERIALS TO FACILITATE INSTALLATION AND
LEAK -PROOF OPERATION.
7. A CONCRETE ANTI -SEEP COLLAR SHALL BE POURED
AROUND OUTLET PIPES ACCORDING TO DETAIL 10/D3.
4" PVC LOW FLOW
ORIFICE WITH TEE
INLET PROTECTION
2.5' THICK CONCRETE ANTI -FLOAT
FOUNDATION SET ON 6" OF #57
STONE UNDERLAIN WITH 6 OZ.
NON -WOVEN GEOTEXTILE
D1
NOT TO SCALE
10.0'
3 TEMPORARY POOL
WEIR OPENING
4" PVC LOW FLOW
ORIFICE WITH TEE
INLET PROTECTION
8" GATE VALVE WITH
NUT OPERATOR AND
6" DIP PIPE
TRASH RACK TO BE
INSTALLED ON TOP
OF RISER
10.0'
0.5'
0
I-2.67'--I
1.0'
TRASH RACK TO BE
INSTALLED ON TOP
OF RISER
ELEV. 250.8
ELEV. 249.0
ELEV. 247.5
48" RCP OUTLET CULVERT,
SEE DETAIL 8/D3
ELEV. 241.0
ELEV. 240.0
A
FRONT VIEW
NOT TO SCALE
TRASH RACK
NOT TO SCALE
8.0'
2.5'
10.0'
2.2'
1
2.5' THICK CONCRETE ANTI -FLOAT
FOUNDATION SET ON 6" OF #57
STONE UNDERLAIN WITH 6 OZ.
NON -WOVEN GEOTEXTILE
HINGED OR REMOVAL
ACCESS DOOR
DESIGNED:
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REVISIONS
DESCRIPTION
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DATE 8/11/22
REVISION # 01
DRAWING:
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SHEET D1

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NOTES:
1. A STABILIZED ENTRANCE PAD OF 2"-3" COURSE AGGREGATE SHALL BE LOCATED WHERE TRAFFIC
WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET OR EXISTING
GRAVEL/PAVED SURFACE.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE
CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING
OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP
DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY
MEASURES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE
REMOVED IMMEDIATELY.
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A
PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH
CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN SEE STD. NO. 30.11 B.
6. NCDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 10.24 & 10.25) TO ACCESS THE
CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE.
EXISTING GROUND
z
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50' MIN.
PUBLIC STREET
��1 w lll�llcllcllcll�ilGll�llcll I �`�\
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50' MIN.
STAKE SPACING 12' ON
CENTER
1
TYPE II FILTER FABRIC
UNDER 2"-3" COURSE AGGREGATE
CONSTRUCTION ENTRANCE
NOT TO SCALE
TREE PROTECTION FENCE
NOT TO SCALE
PUBLIC STREET
48" HIGH DENSITY ORANGE
POLYETHYLENE SAFETY FENCE
STAKES: 66" T-POST DRIVEN 18"
BELOW GRADE
WIRE OR ZIP TIES TO SECURE
SAFETY FENCE TO POST
FINISHED GRADE
WOVEN
FILTER
FABRIC
TEMPORARY SILT FENCE NOTES:
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-111-111-111-1
-111-111 111,
STEEL POST
WOVEN FILTER FABRIC
FLOW 0
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11EWE' I1Em =i II IIII�IIIIIEID
ANCHOR SKIRT 8" MINIMUM
1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
2. WOVEN FILTER FABRIC TO BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MORE THAN 30 DAYS.
3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL TYPE.
4. TURN SILT FENCE UP SLOPE AT ENDS.
5. DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT OF FENCE.
6. SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
7. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, WATERWAYS OR OTHER AREAS OF CONCENTRATED FLOW.
8. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FENCE.
9. ATTACH THE FABRIC TO EACH POST WITH THREE TIES WITH THE TOP TIE WITHIN 8" OF THE TOP OF THE FABRIC.
10. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES.
11. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY,
SECURELY FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST.
TEMPORARY SILT FENCE MAINTENANCE NOTES:
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC OF THE SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE.
TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
SILT FENCE
NOT TO SCALE
12 FT OR AS
DIRECTED BY
ENGINEER
OUTLET STILLING POOL
NOT TO SCALE
EQUAL PARTS CLASS B
AND CLASS 1 STONE
-1
6 OZ. NON —WOVEN
GEOTEXTILE
DESIGNED:
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REVISIONS
DESCRIPTION
DATE 8/11/22
REVISION # 01
DRAWING:
FI NAL_ D D_S H E ETS_. d w g
SHEET D2

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TRENCH
TOP OF BANK
TOE OF SLOPE
APPROVED SUITABLE
LOCAL FILL MATERIAL
Min. 1/1
6 OZ. NON -WOVEN
GEOTEXTILE
111-11
I.D./6 MIN., NOT
LESS THAN 6" III II
❑,D.
Min. ❑,D,
FULLY COMPACT PIPE HAUNCH ZONE OF PIPE BACKFILL.
LOOSLY PLACED PIPE BEDDING, #57 STONE OR SIMILAR APPROVED BY THE
PROJECT ENGINEER. LEAVE SECTION DIRECTLY BENEATH PIPE UNCOMPACTED
AS PIPE SEATING AND BACKFILL WILL ACCOMPLISH COMPACTION.
SUITABLE MATERIAL FOR FOUNDATION CONDITIONING. ENCAPSULATE WITH
6 OZ. NON -WOVEN GEOTEXTILE AS DIRECTED BY PROJECT ENGINEER.
UNDISTURBED EARTH MATERIAL.
APPROVED SUITABLE LOCAL FILL MATERIAL
FILL HEIGHT, VARIES
CULVERT PLACEMENT
1414 11 III III-
I -I I p-III-III-I 1I-
II III
AS DIRECTED
t
BY ENGINEER
Min, ❑,D,
NOTES:
COMPACT AFTER PIPE
IS PLACED AND PRIOR
TO PLACEMENT OF FILL
1. CULVERTS SHALL BE CONSTRUCTED WITH A GASKETTED JOINT PIPE,
MEETING ASTM C361 STANDARD AND SHALL BE MANUFACTURED
WITHOUT LIFT HOLES OR LIFT HOLES ARE TO BE GROUTED AND SEALED
AS APPROVED BY THE PROJECT ENGINEER.
2. WHENEVER GASKETTED JOINT PIPE IS USED IT SHALL BE WRAPPED WITH
A DOUBLE LAYER OF NON -WOVEN GEOTEXTILE FABRIC ON THE OUTSIDE
OF THE PIPE AND EACH JOINT. THE FABRIC SHALL COVER A TWO -FOOT
LENGTH OF PIPE AND SHALL BE CENTERED OVER THE JOINT AND
FASTENED WITH CONCRETE NAILS.
D3
NOT TO SCALE
EROSION CONTROL MATTING SHALL BE
PLACED IN 12 INCH DEEP TRENCH, STAKED,
BACKFILLED AND COMPACTED
TOP OF STREAMBANK
2'TRENCH'
STAKE WITH
NAIL
WOOD STAKE
TOE OF SLOPE
EROSION CONTROL MATTING SHALL BE
PLACED IN 12 INCH DEEP TRENCH, STAKED,
BACKFILLED AND COMPACTED BOTTOM OF CHANNEL
2' TRENCH
STAKE WITH
NAIL
CROSS-SECTION
•
0.
TRENCH
• TOP OF BANK
•
•
•
•
•
•
•
•
EROSION CONTROL
MATTING TO BE EXTENDED
TO TRENCH AT TOE OF SLOPE
PLAN VIEW
WOOD STAKE
THE WOOD STAKE SHALL BE THE NORTH AMERICAN
GREEN ECO-STAKE OR APPROVED EQUAL WITH THE
FOLLOWING DIMENSIONS:
LEG LENGTH
11.00 IN (27.94 CM)
HEAD WIDTH
1.25 IN (3.18 CM)
HEAD THICKNESS
0.40 IN (1.02 CM)
LEG WIDTH
0.60 IN (1.52 CM) (TAPERED TO POINT)
LEG THICKNESS
0.40 IN (1.02 CM)
TOTAL LENGTH
12.00 IN (30.48 CM)
TYPICAL TRENCH STAKE
EROSION CONTROL MATTING NOTES
1. BANKS SHALL BE SEEDED (PERMANENT & TEMPORARY) PRIOR TO PLACEMENT OF
MATTING.
2. WOODEN STAKES SHALL BE PLACED IN A DIAMOND SHAPE PATTERN PER THE PLAN
VIEW.
3. TRENCH STAKES AND WOOD STAKES SHALL BE PLACED A MAXIMUM DISTANCE APART
OF 3'
4. EROSION CONTROL MATTING (ECM) SHOULD BE USED TO AID PERMANENT VEGETATED
STABILIZATION OF SLOPES 2:1 OR AREAS SPECIFIED IN THE PLANS.
5. RCM SHOULD BE USED WHEN MULCH CANNOT BE ADEQUATELY TACKED AND WHERE
IMMEDIATE GROUND COVER IS REQUIRED TO PREVENT EROSION DAMAGE.
6. 6" MINIMUM OVERLAP IN THE HORIZONTAL
EROSION CONTROL MATTING MAINTENANCE NOTES
1. INSPECT ECM AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER)
RAINFALL EVENT. REPAIR IMMEDIATELY.
2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT
OCCUR BENEATH THE ECM.
3. ANY AREAS OF THE ECM THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE
GROUND SHALL BE REPAIRED AND STAPLED.
4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL
BE FIXED AND THE ERODED AREA PROTECTED.
5. MONITOR AND REPAIR THE ECM AS NECESSARY UNTIL GROUND COVER IS
ESTABLISHED.
EROSION CONTROL MATTING
NOT TO SCALE
#4 REBAR
PERIMETER
0.75'
1.0'
1.0'
,i �i ■■■■■■
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IENNEMMEI
MIME
1.5'
10
a
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a
20
Min. ❑,D,
CULVERT COLLAR NOTES:
❑,D.
Min. ❑,D,
1. COLLARS SHALL BE INSTALLED AT A DISTANCE OF :
1.1. 15' INTO THE DAM
1.2. CENTER OF DAM
1.3. 15' FROM END OF DAM
2. COLLARS SHALL BE POURED AND CURED IN THE DRY AND BE AT LEAST
4" THICK.
3. COLLARS SHALL EXTENDED TO A DEPTH OF 2' BELOW THE PIPE AND 1'
ABOVE THE PIPE AND BEYOND THE PIPE BY AT LEAST A PIPE DIAMETER ON
EITHER SIDE.
CULVERT COLLAR
D3
0.25'
FRONT VIEW
NOT TO SCALE
DIP PERMANENT
POOL DRAIN
DEBRIS CAGE,
4"x4" 6/6 WWF ON
SIDES AND TOP
CONCRETE
BASE o.75'
PERMANENT POOL DRAIN NOTES:
1.0'
o'
A
1.5'
0.25'
SIDE VIEW
1. PERMANENT POOL DRAIN SHALL BE PROTECTED BY A DEBRIS CAGE.
2. DEBRIS CAGE SHALL BE CONSTRUCTED OF A PERIMETER OF #4 REBAR WITH
4"x4" 6/6 WELDED WIRE FENCING SECURED TO THE SIDES AND TOP OF THE
REBAR FRAME.
3. THE REBAR FRAME SHALL BE EMBEDDED 0.25' INTO THE CONCRETE BASE.
4. THE TOP OF THE CONCRETE BASE SHALL BE SET AT THE PROPOSED
SURROUNDING TERRAIN ELEVATION AND SUPPORT THE DIP PERMANENT POOL
DRAIN AND DEBRIS CAGE.
PERMANENT POOL DRAIN
NOT TO SCALE
TO DRAIN VALVE
INSIDE RISER
DESIGNED:
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REVISIONS
DESCRIPTION
DATE 8/11/22
REVISION # 01
DRAWING:
FI NAL_ D D_S H E ETS_. d w g
SHEET D3