SWA000115_Plan (Set)_20211007

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CONSTRUCTION PLANS
TANGLEWOOD
WAKE COUNTY, NORTH CAROLINA
OWNER/DEVELOPER: JAMES
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VICINITY MAP (no scale)
JOHNSON, LLC
JAMES JOHNSON
PO BOX 310
AN G I E R, NC 27501
SHEET INDEX
C-1
COVER SHEET
C-2
SITE PLAN
C-3A
GRADING AND EROSION CONTROL EXISTING CONDITIONS
C-313
GRADING AND EROSION CONTROL PART 1
C-3C
GRADING AND EROSION CONTROL PART 2
C-4
ROADWAY PLAN & PROFILE -L1-
C-5
WET DETENTION DETAIL SHEET FOR POND 1
C-6
WATER SYSTEM AND UTILITY PLAN
C-7
PROPOSED LIGHTING PLAN
D-1
DETAIL SHEET - EROSION CONTROL
D-2
DETAIL SHEET - EROSION CONTROL
D-3
TYPICAL WATER DETAILS
D-4
TYPICAL WATER DETAILS
D-5
TYPICAL UTILITY DETAILS
D-6
HARNETT REGIONAL WATER NOTES
FOR REVIEW ONLY -
NOT FOR CONSTRUCTION
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PLAN IS SUBJECT TO REVISIONS DURING
THE CONSTRUCTION APPROVAL PROCESS
SUBDIVISION NUMBER: PLG-XXXX-2020
SHEET
C-1

20'
70'
10
10 X 70'
R=
=30' SIGHT TRIANGLE
TYP.)
RAN
RAN
25'R
26FT
R- 30'
R= 30'
STOP
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT EDGE OF PAVEMENT
EXISTING ROAD
RAN RAN
RECOMMENDED ROAD CONNECTION
STOP CONDITION
VAR. 6' 8' 5'
PAVEMENT SHOULDER
WIDTH WIDTH
1 /4"/FT
OR
-2.08 % +8
-8.33 % 18
OR
1 "/FT ?S o
SHOULDER SECTION
DRIVEWAY TURNOUT GRADES
105
5' 4.5'
S/W UTILITY
STRIP
CL 37.5' 2.5'
10'
SLOPE
VARIES
:.:.:.\'.:.. ...:.:...:.
2:1 MAX
30" VALLEY
7" CABC
CURB AND GUTTER
2" S9.5B COMPACTED
SUBGRADE
SECTION A -A
CUL-DE-SAC
TYPICAL STREET SECTION
NTS
50' PUBLIC RIGHT OF WAY
29' ROADWAY
12' 1 12'
PAVEMENT SCHEDULE
® 2" S9.5B
0B 7" ABC (AGGREGATE BASE COURSE) MINOR RESIDENTIAL STREET
PER TOWN OF ANGIER STD. ROW 05 TYPICAL CROSS SECTION
NTS
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FRIS 500 YEAR FLOOD PLAIN
FRIS 100 YEAR FLOOD PLAIN \ ':
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D��LINAGE OPENSPACE /
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FRIS FLOOD�VAY-/
20' STORMWATER
MAINTENANCE AND \
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MAINTENANCE AND
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FRIS 500 YEAR OOD PLAI
FRIS 100 YEAR' OOD PLAIN--�
4.5' 5'
UTILITY S/W
STRIP
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PAD Foa
CNU (P2^.IC 615I`S)
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LOC.41'C- CBU ONLY (ACCESS FROM PAD)
IN CROSSHATCH AREA
(DO NOT INSTALL IN ` -MIN
"THROAT" OF CUL-DE-SAC) I
"- ADA RAMP IOC.
EDGE OF -----
TRAVEL LANE
ROADWAY --..-..._-
CENTERLINE
5CE FIGURE 8 PAGE 46, "NCDOT SUBDIVISION ROADS MINIMUM CONSTRUCTION
STANDARDS JANUARY 2010" FOR LOCAL AND COLLECIOR ROAD DIMENSIONS.
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5 4 6'
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CONCREIE PAD
FOR CBU
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MAINTAIN RAN OFFSET
AROUND CBU FAD
FIGURE..4
CBU PLACEMENT FOR SHOULDER SECTION RESIDENTIAL SUBCDIVISION STREETS
CUL-DE-SAC
DAMES W JOHNS N IN TRUSTEE
DAMES W JOHNS N JR REV TRUST
D.B. 231 PG. 0001
ZONE-R10 SIDENTIAL
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S W JOHNSON III AND
)NNIE A JOHNSON
D.B. 950 PG. 0551
E'- R10 RESIDENTIAL
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JAMES W JOHNSON III TRUSTEE
JAMES W JOHNSON JR REV TRUST
D.B. 2311 PG. 0001
ZONE - R10 RESIDENTIAL
Line Table
Line #
Length
Direction
L1
9.896
S60 57' 15.95"W
L2
10.176
S170
49'
21.79"E
L3
63.123
S280
52'
57.84"E
L4
9.580
S350
02'
15.62"E
L5
12.782
S31 °
09'
47.72"E
L6
13.458
S340
56'
41.96"E
L7
12.327
S31 °
18'
49.26"E
L8
11.940
S350
20'
20.77"E
L9
12.667
S290
20'
50.95"E
L10
12.064
S230
30'
35.99"E
L11
9.844
S280
26'
11.12"E
L12
4.600
S340
57'
05.46"E
L13
4.666
S31 °
29'
14.74"E
JAMES W JOHNSON III
AND CONNIE A JOHNSON
D.B. 3166 PG. 0509
ZONE - R10 RESIDENTIAL
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VICINITY MAP (no scale)
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CAMILLE BROOKS
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STORMWATER CONTROL AND MANAGEMENT IMPERVIOUS
CALCULATIONS
IMPERVIOUS AREA FOR LOTS TO BE LIMITED TO 3,000 S.F.
ROAD TABLE
3,000 SF
= MAXIMUM IMPERVIOUS ALLOWEI
-L1- 790 LF ONSITE
-----^ -
= FRIS FLOODWAY
= FRIS 100 YEAR FLOOD PLAIN
---- -
= FRIS 500 YEAR FLOOD PLAIN
DEVELOPER
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= EXISTING SEWER MANHOLE
JAMES JOHNSON LLC
JAMES JOHNSON
•
= PROPOSED SEWER MANHOLE
PO BOX 310
ANGIER, NC 27501
= EXISTING FIRE HYDRANT
MINIMUM REQUIRED SETBACKS
= PROPOSED FIRE HYDRANT
R-6 ZONE
- FRONT = 20 FT
=PROPOSED STREET LIGHT
SIDE = 5 FT
•
= PROPOSED BACK FLOW
0 50 100 CORNER AND REAR = 15 FT
PREVENTER
25 MAXIMUM BUILDING HEIGHT = 35 FT
Feet
= PROPOSED STORM
V. = 50'
■
WATER STRUCTURE
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5 SIDEWALK 7 174 sf 7 250 sf 9 012 sf
7 35 sf 7 208 sf
0.16 ac
7 054 sf 2
PIPE #5 0 15 ac 0.16 ac 0.16 ac IIII Jo
WA R G1 c 0 16 ac 0 16 ac .. 0.16 ac 0.16 ac 0.17 ac 0.17 ac 0.16 ac 0.21 ac
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BUILDERS LLC INVESTMENTS INC '�, UILDERS INC,
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DB 3913 PG 0836 DB 0155 D8' 2 PG 0139 DB 3814 PG 0054
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BUILDERS INC
DB 3814 PG 0054 ,
CAPITOL CITY HOMES LLC
PETER AND LOPEZ
DB 3928 PG 0405
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CAPITAL CITY HOMES LLC
MICHAEL JOSEPH FERRARO
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DB 3976 PG 0212
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ZONE - R6 RESIDENTIAL
DB 3928 PG 0405
DB 3$63°P, 0977
DB 3983 PG
CAPITOL CITY HOMES LLC
DB 3926 PG '
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ZONE - R6 RESIDENTIAL
ZONE - R6 RESIbEh.�TIAL
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ZONE - R6 RESIDENTIAL
ZONE - R6 RESIDENTIAL
EN
EXISTING
FIRE HYDRANT
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LITTLE CROSS LLC
D.B. 3597 PG. 0333
EXISTING
FIRE HYDRANT
SITE
DATA
TOTAL TRACT SIZE
7.19 ACRES (313,174 SF)
PROPOSED DENSITY
4.45 UNITS PER ACRE
NC PIN
0673-96-3833
DEED BOOK AND PAGE
2475 : 0912
ZONE
R-6
NUMBER OF PROPOSED LOTS
32
AREA IN LOTS
4.99 ACRES (217,300 SF)
AVERAGE LOT SIZE
0.16 ACRES (6,791 SF)
AREA IN RIGHT OF WAY
0.39 ACRES (17,034 SF)
OPEN SPACE PROVIDED
1.08 ACRES (53,488 SF)
%OPEN SPACE
17.11 %
LINEAR FEET OF STREETS
790 LF
MINIMUM REQUIRED LOT SIZE
6,000 S.F.
MINIMUM PROPOSED LOT SIZE'
6,221 S.F.
MINIMUM REQUIRED LOT WIDTH
50'
MINIMUM PROPOSED LOT WIDTH
50'
IMPERVIOUS IN STREETS
25,319 SF
IMPERVIOUS IN LOTS
96,000 SF
IMPERVIOUS IN SIDEWALK
8,118 SF
IMPERVIOUS IN KIOSK
39 SF
TOTAL IMPERVIOUS
129,476 SF
SITE PERCENT IMPERVIOUS
41.34%
NOTE - WATERSHED HUC8 ENCOMPASSES WHOLE SITE
12,688 SF OF DISTURBANCE WITHIN 100-YEAR
FLOOD PLAIN
NOTES:
- PRESENT LAND USE IS RESIDENTIAL, VACANT, WOODED AND FALLOW.
- STREETS WILL HAVE A 50'RAN.
- ALL RADII AT STREET INTERSECTIONS ARE 25'
- ALL STREETS WILL BE PUBLIC AND CONSTRUCTED TO THE TOWN OF ANGIER
STANDARDS.
- STOP SIGN ROAD SIGN AND 25 MPH SPEED LIMIT SIGN TO BE INSTALLED BY
DEVELOPER.
- WATER SYSTEM WILL BE MUNICIPAL WATER SYSTEM.
SEWER SYSTEM WILL MUNICIPAL SEWER SYSTEMS.
ALL TOWN OF ANGIER EROSION CONTROL MEASURES WILL BE COMPLIED
WITH DURING CONSTRUCTION.
- ALL GRADING FOR PROPOSED STORMWATER POND TO BE CONSTRUCTED
OUTSIDE OF EXISTING TOWN SEWER EASEMENT.
- ALL FEDERAL FLOOD HAZARD REGULATIONS WILL BE COMPLIED WITH DURING
CONSTRUCTION
- ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED TO
THE SUBDIVISION OFFICE BEFORE FINAL PLAT APPROVAL
- TOPO TAKEN FROM NORTH CAROLINA SPATIAL DATA FROM FLOWN LIDAR AND
SHOULD NOT BE USE EXTENSIVELY FOR DESIGN OR QUANTITY TAKEOFFS.
- CONTOUR INTERVAL IS 2'
- DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS DRAINING 4
ACRES OR 4 LOTS AND SHALL BE SHOWN ON THE CONSTRUCTION DRAWINGS
AND ON THE FINAL PLAT AFTER SUCH AREAS CAN BE DETERMINED AND HAVE
BEEN FIELD VERIFIED.
- BOUNDARY INFORMATION TAKEN FROM HARNETT COUNTY TAX MAPS.
- FLOOD PLAIN DEPICTED TAKEN FROM THE NORTH CAROLINA FLOOD RISK
INFORMATION SYSTEM, MAP NUMBER 3720066200J, ZONED AE, WITH AN
EFFECTIVE DATE OF 10/03/2006
- THE HOMEOWNERS ASSOCIATION WILL BE RESPONSIBLE FOR MAINTENANCE
OF THE OPEN SPACES IN THIS DEVELOPMENT INCLUDING THE WET POND AND
ALL DRAINAGE EASEMENTS.
- OPEN SPACE TO BE DEEDED TO HOMEOWNERS ASSOCIATION.
- ROADS AND INTERSECTIONS WILL NEED TO COMPLY WITH ALL TOWN OF
ANGIER.
- MAXIMUM IMPERVIOUS LIMIT MUST BE SHOWN ON EACH LOT PRIOR TO FINAL
PLAT APPROVAL.
- STREET NAME(S) MUST BE APPROVED BY GIS PRIOR TO FINAL PLAT.
FOR REVIEW ONLY -
NOT FOR CONSTRUCTION
PLAN IS SUBJECT TO REVISIONS DURING
THE CONSTRUCTION APPROVAL PROCESS
SUBDIVISION NUMBER: PLG-XXXX-2021
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SEEDBED PREPARATION.
1. Chisel compacted areas and spread topsoil three inches deep over adverse soil
conditions, if available. Rip the entire area to six inches deep.
2. Remove all loose rock, roots and other obstructions, leaving surface reasonably smooth
and uniform.
3. Apply agricultural lime, fertilizer and superphosphate uniformly and mix with soil (see
mixture below).
4. Continue tillage until a well —pulverized, firm, reasonably uniform seedbed is prepared fou
to six inches deep.
5. Seed on a freshly prepared seedbed and cover seed lightly with seeding equipment or
cultipack after seeding.
6. Mulch immediately after seeding and anchor mulch.
7. Inspect all seeded areas and make necessary repairs or reseedings within the planting
season, if possible. If stand should be more than 60% damaged, re—establish following the
original lime, fertilizer and seeding rates.
8. Consult S&EC Environmental Engineers on maintenance treatment and fertilization after
permanent cover is established.
MIXTURE
Agricultural Limestone 2 tons/acre (3 tons/acre in clay soils)
Fertilizer 1,000 Ibs/acre — 10-10-10
Superphosphate 500 Ibs/acre — 20% analysis
Mulch 2 tons/acre — small grain straw
Anchor Asphalt emulsion at 300 gals/acre
SEEDING SCHEDULE
FOR SHOUi_.DERS SIDE DITCHESSLOPES(MAX 3-1)
Date Type
Planting Rate
Aug 15 — Nov 1 Tall Fescue
300 Ibs/acre
Nov 1 — Mar 1 Tall Fescue & Abruzzi Rye
300 Ibs/acre
Mar 1 — Apr 15 Tall Fescue
300 Ibs/acre
Apr 15—Jun 30 Hulled Common Bermudagrass
25 Ibs/acre
Jul 1— Aug 15 Tall Fescue AND Browntop
125 Ibs/acre (Tall Fescue); 35
Millet or Sorghum —Sudan
Ibs/acre (Browntop Millet); 30
Hybrids***
Ibs/acre (Sorghum —Sudan
Hybrids)
FOR SHOULDERS. SIDE DITCHES SLOPES (3:1 TO 2,1)
Date Type
Planting Rate
Mar 1 — Jun 1 Sericea Lespedeza (scarified)
50 Ibs/acre (Sericea Lespedeza);
and use the following
combinations:
Mar 1 — Apr 15 Add Tall Fescue
120 Ibs/acre
Mar 1 — Jun 30 Or add Weeping Love grass
10 Ibs/acre
Mar 1 — Jun 30 Or add Hulled Common Bermudagrass
25 Ibs/acre
Jun 1 — Sept 1 Tall Fescue AND Browntop Mullet or 120 Ibs/acre (Tall
Sorghum —Sudan Hybrids*
Fescue); 35 Ibs/acre
(Browntop Mullet); 30
Ibs/acre (Sorghum —Sudan
Hybrids)
Sept 1 — Mar 1 Sericea Lespedeza (unhulled
70 Ibs/acre (Sericea
— unscarified) AND Tall Fescue
Lespedeza); 120 Ibs/acre
(Tall Fescue)
Nov 1 — Mar 1 AND Abruzzi Rye
25 Ibs/acre
Consult S&EC Environmental Engineers for additional information concerning other
alternatives for vegetation of denuded areas. The above vegetation rates are those that do
well under local conditions; other seeding rate combinations
are possible.
*** TEMPORARY: Reseed according to optimum season
for desired permanent vegetation. Do
not allow temporary cover to grow more than 12"
in height before mowing; otherwise,
fescue may be shaded out.
STOCKPILE NOTES
STOCKPILE HEIGHT NOT TO EXCEED 35 FT, STOCKPILE SLOPES 2:1 OR
FLATTER.
APPROVED BMPs SHALL BE SHOWN ON A PLAN TO CONTROL ANY
POTENTIAL SEDIMENT LOSS FROM A STOCKPILE.
STOCKPILING MATERIALS ADJACENT TO A DITCH, DRAINAGEWAY,
WATERCOURSE, WETLAND, STREAM BUFFER, OR OTHER BODY OF
WATER SHALL BE AVOIDED UNLESS AN ALTERNATIVE LOCATION IS
DEMONSTRATED TO BE UNAVAILABLE.
DIVERSIONS TO APPROVED BMPs SHOULD BE UTILIZED ON UPSLOPE
SIDES OF STOCKPILES.
OFF -SITE SPOIL OR BORROW AREAS MUST BE IN COMPLIANCE WITH Town
of Angier LIDO AND STATE REGULATIONS. ALL SPOIL AREAS OVER AN
ACRE ARE REQUIRED TO HAVE AN APPROVED SEDIMENT CONTROL PLAN.
DEVELOPER/CONTRACTOR SHALL NOTIFY Town of Angier OF ANY OFFSITE
DISPOSAL OF SOIL, PRIOR TO DISPOSAL. FILL OF ANY FEMA FLOODWAYS
AND NON -ENCROACHMENT AREAS ARE PROHIBITED EXCEPT AS
OTHERWISE PROVIDED BY THE Town of Angier UNIFIED DEVELOPMENT
ORDINANCE(CERTIFICATIONS AND PERMITS REQUIRED).
SEEDING OR COVERING PILES WITH TARPS OR MULCH IS REQUIRED AND
WILL REDUCE EROSION PROBLEMS. TARPS SHOULD BE KEYED IN AT THE
TOP OF THE SLOPE TO KEEP WATER FROM RUNNING UNDERNEATH THE
PLASTIC.
STAGED SEEDING AND MULCHING SHALL BE IMPLEMENTED ON A
CONTINUAL BASIS WHILE THE STOCKPILE IS IN USE.
ESTABLISH AND MAINTAIN A VEGETATIVE BUFFER AT THE TOE OF THE
SLOPE(WHERE PRACTICAL).
PLASTIC COVERING CAN ALSO BE USED FOR IMMEDIATE PROTECTION
FROM EROSION ON DISTURBED AREAS AND STOCKPILES. SHEETING
SHOULD BE KEYED IN AT THE TOP OF THE SLOPE TO KEEP WATER FROM
RUNNING UNDERNEATH THE PLASTIC.
STOCKPILE FOOTPRINTS SHALL BE SETBACK A MIN. OF 25' FROM
PROPERTY LINES.
ANY CONCENTRATED FLOW LIKELY TO AFFECT THE STOCKPILE SHALL BE
DIVERTED TO AN APPROVED BMP.
IF STOCKPILE IS TO REMAIN FOR FUTURE USE AFTER THE PROJECT IS
COMPLETE (BUILDERS, ETC.), THE FINNANCIAL RESPONSIBLE PARTY
MUST NOTIFY THE Town of Angier OF A NEW RESPONSIBLE PARTY FOR
THAT STOCKPILE.
F'Kt-C;UN5 1 KUC; I IUN 5LUULNC;t
1. EROSION AND SEDIMENT CONTROL (E&SC)
PERMIT AND A CERTIFICATE OF COVERAGE
(COC) MUST BE OBTAINED BEFORE ANY
LAND DISTURBING ACTIVITIES OCCUR.
2. SCHEDULE A PRE -CONSTRUCTION
CONFERENCE WITH THE ENVIRONMENTAL
ENGINEER AND TOWN of ANGIER PLANNING,
AS WELL AS TOWN OF ANGIER PUBLIC
WORKS OBTAIN LAND -DISTURBING PERMIT.
3. CALL THE FAYETTEVILLE REGIONAL OFFICE
OF NCDEMLR AT 910-433-3300 FOR A
PRE -CONSTRUCTION MEETING AT LEAST 48
HOURS PRIOR TO STARTING PROJECT.
SEE SHEET 3B FOR PART 1
VICINITY MAP (no scale)
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STORMWATER CONTROL AND MANAGEMENT IMPERVIOUS
CALCULATIONS
IMPERVIOUS AREA FOR LOTS TO BE LIMITED TO 3,000 S.F.
ROAD TABLE
3,000 SF
= MAXIMUM IMPERVIOUS ALLOWE
-L1- 790 LF ONSITE
----- —
= FRIS FLOODWAY
= FRIS 100 YEAR FLOOD PLAIN
---- -
= FRIS 500 YEAR FLOOD PLAIN
DEVELOPER
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= EXISTING SEWER MANHOLE
JAMES JOHNSON LLC
JAMES JOHNSON
•
= PROPOSED SEWER MANHOLE
PO BOX 310
ANGIER, NC 27501
= EXISTING FIRE HYDRANT
MINIMUM REQUIRED SETBACKS
= PROPOSED FIRE HYDRANT
R-6 ZONE
- FRONT = 20 FT
=PROPOSED STREET LIGHT
SIDE = 5 FT
•
= PROPOSED BACK FLOW
0 50 100 CORNER AND REAR = 15 FT
PREVENTER
25 MAXIMUM BUILDING HEIGHT = 35 FT
Feet
=PROPOSED STORM
V = 50'
■
WATER STRUCTURE
SITE
DATA
TOTAL TRACT SIZE
7.19 ACRES (313,174 SF)
PROPOSED DENSITY
4.45 UNITS PER ACRE
NC PIN
0673-96-3833
DEED BOOK AND PAGE
2475 : 0912
ZONE
R-6
NUMBER OF PROPOSED LOTS
32
AREA IN LOTS
4.99 ACRES (217,300 SF)
AVERAGE LOT SIZE
0.16 ACRES (6,791 SF)
AREA IN RIGHT OF WAY
0.39 ACRES (17,034 SF)
OPEN SPACE PROVIDED
1.08 ACRES (53,488 SF)
%OPEN SPACE
17.11 %
LINEAR FEET OF STREETS
790 LF
MINIMUM REQUIRED LOT SIZE
6,000 S.F.
MINIMUM PROPOSED LOT SIZE'
6,221 S.F.
MINIMUM REQUIRED LOT WIDTH
50'
MINIMUM PROPOSED LOT WIDTH
50'
IMPERVIOUS IN STREETS
25,319 SF
IMPERVIOUS IN LOTS
96,000 SF
IMPERVIOUS IN SIDEWALK
8,118 SF
IMPERVIOUS IN KIOSK
39 SF
TOTAL IMPERVIOUS
129,476 SF
SITE PERCENT IMPERVIOUS
41.34%
NOTE - WATERSHED HUC8 ENCOMPASSES WHOLE SITE
12,688 SF OF DISTURBANCE WITHIN 100-YEAR
FLOOD PLAIN
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- PRESENT LAND USE IS RESIDENTIAL, VACANT, WOODED AND FALLOW.
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- STREETS WILL HAVE A 50'RAN.
- ALL RADII AT STREET INTERSECTIONS ARE 25'
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- ALL STREETS WILL BE PUBLIC AND CONSTRUCTED TO THE TOWN OF ANGIER
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STANDARDS.
- STOP SIGN, ROAD SIGN AND 25 MPH SPEED LIMIT SIGN TO BE INSTALLED BY
DEVELOPER.
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- WATER SYSTEM WILL BE MUNICIPAL WATER SYSTEM.
- SEWER SYSTEM WILL MUNICIPAL SEWER SYSTEMS.
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- ALL TOWN OF ANGIER EROSION CONTROL MEASURES WILL BE COMPLIED
WITH DURING CONSTRUCTION.
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- ALL GRADING FOR PROPOSED STORMWATER POND TO BE CONSTRUCTED
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- CONTOUR INTERVAL IS 2'
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- DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS DRAINING 4
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- BOUNDARY INFORMATION TAKEN FROM HARNETT COUNTY TAX MAPS.
- FLOOD PLAIN DEPICTED TAKEN FROM THE NORTH CAROLINA FLOOD RISK
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INFORMATION SYSTEM, MAP NUMBER 3720066200J, ZONED AE, WITH AN
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EFFECTIVE DATE OF 10/03/2006
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- THE HOMEOWNERS ASSOCIATION WILL BE RESPONSIBLE FOR MAINTENANCE
OF THE OPEN SPACES IN THIS DEVELOPMENT INCLUDING THE WET POND AND
ALL DRAINAGE EASEMENTS.
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- OPEN SPACE TO BE DEEDED TO HOMEOWNERS ASSOCIATION.
- ROADS AND INTERSECTIONS WILL NEED TO COMPLY WITH ALL TOWN OF
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- MAXIMUM IMPERVIOUS LIMIT MUST BE SHOWN ON EACH LOT PRIOR TO FINAL
PLAT APPROVAL.
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- STREET NAME(S) MUST BE APPROVED BY GIS PRIOR TO FINAL PLAT.
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FOR REVIEW ONLY -
NOT FOR CONSTRUCTION
PLAN IS SUBJECT TO REVISIONS DURING
THE CONSTRUCTION APPROVAL PROCESS
SUBDIVISION NUMBER: PLG-XXXX-2020
C-3A

SEEDBED PREPARATION.
1. Chisel compacted areas and spread topsoil three inches deep over adverse soil
conditions, if available. Rip the entire area to six inches deep.
2. Remove all loose rock, roots and other obstructions, leaving surface reasonably smooth
and uniform.
3. Apply agricultural lime, fertilizer and superphosphate uniformly and mix with soil (see
mixture below).
4. Continue tillage until a well -pulverized, firm, reasonably uniform seedbed is prepared four
to six inches deep.
5. Seed on a freshly prepared seedbed and cover seed lightly with seeding equipment or
cultipack after seeding.
6. Mulch immediately after seeding and anchor mulch.
7. Inspect all se
eded eeded areas and make necessary repairs or reseedings within the planting
season, if possible. If stand should be more than 60% damaged, re-establish following the
original lime, fertilizer and seeding rates.
8. Consult S&EC Environmental Engineers on maintenance treatment and fertilization after
permanent cover is established.
MIXTURE
Agricultural Limestone 2 tons/acre (3 tons/acre in clay soils)
Fertilizer 1,000 Ibs/acre - 10-10-10
Superphosphate 500 Ibs/acre - 20% analysis
Mulch 2 tons/acre - small grain straw
Anchor Asphalt emulsion at 300 gals/acre
SEEDING SCHEDULE
FOR SHOULDERS SIDE DITCHESSLOPES(MAX 3-1)
Date Type
Planting Rate
Aug 15 - Nov 1 Tall Fescue
300 Ibs/acre
Nov 1 - Mar 1 Tall Fescue & Abruzzi Rye
300 Ibs/acre
Mar 1 - Apr 15 Tall Fescue
300 Ibs/acre
Apr 15-Jun 30 Hulled Common Bermudagrass
25 Ibs/acre
Jul 1- Aug 15 Tall Fescue AND Browntop
125 Ibs/acre (Tall Fescue); 35
Millet or Sorghum -Sudan
Ibs/acre (Browntop Millet); 30
Hybrids***
Ibs/acre (Sorghum -Sudan
Hybrids)
FOR SHOULDERS. SIDE DITCHES SLOPES (3: 1 TO 2,1)
Date Type
Planting Rate
Mar 1 - Jun 1 Sericea Lespedeza (scarified)
50 Ibs/acre (Sericea Lespedeza);
and use the following
combinations:
Mar 1 - Apr 15 Add Tall Fescue
120 Ibs/acre
Mar 1 - Jun30 Or add Weeping Love grass
10 Ibs/acre
Mar 1 - Jun 30 Or add Hulled Common Bermudagrass
25 Ibs/acre
Jun 1 - Sept 1 Tall Fescue AND Browntop Mullet or 120 Ibs/acre (Tall
Sorghum -Sudan Hybrids*
Fescue); 35 Ibs/acre
(Browntop Mullet); 30
Ibs/acre (Sorghum -Sudan
Hybrids)
Sept 1 - Mar 1 Sericea Lespedeza (unhulled
70 Ibs/acre (Sericea
- unsearified) AND Tall Fescue
Lespedeza); 120 Ibs/acre
(Tall Fescue)
Nov 1 - Mar 1 AND Abruzzi Rye
25 Ibs/acre
Consult S&EC Environmental Engineers for additional information concerning other
alternatives for vegetation of denuded areas. The above vegetation rates are those that do
well under local conditions; other seeding rate combinations
are possible.
*** TEMPORARY: Reseed according to optimum season
for desired permanent vegetation. Do
not allow temporary cover to grow more than 12"
in height before mowing; otherwise,
fescue may be shaded out.
STOCKPILE NOTES
STOCKPILE HEIGHT NOT TO EXCEED 35 FT, STOCKPILE SLOPES 2:1 OR
FLATTER.
APPROVED BMPs SHALL BE SHOWN ON A PLAN TO CONTROL ANY
POTENTIAL SEDIMENT LOSS FROM A STOCKPILE.
STOCKPILING MATERIALS ADJACENT TO A DITCH, DRAINAGEWAY,
WATERCOURSE, WETLAND, STREAM BUFFER, OR OTHER BODY OF
WATER SHALL BE AVOIDED UNLESS AN ALTERNATIVE LOCATION IS
DEMONSTRATED TO BE UNAVAILABLE.
DIVERSIONS TO APPROVED BMPs SHOULD BE UTILIZED ON UPSLOPE
SIDES OF STOCKPILES.
OFF -SITE SPOIL OR BORROW AREAS MUST BE IN COMPLIANCE WITH Town
of Angier LIDO AND STATE REGULATIONS. ALL SPOIL AREAS OVER AN
ACRE ARE REQUIRED TO HAVE AN APPROVED SEDIMENT CONTROL PLAN.
DEVELOPER/CONTRACTOR SHALL NOTIFY TOWN OF ANGIER OF ANY
OFFSITE DISPOSAL OF SOIL, PRIOR TO DISPOSAL. FILL OF ANY FEMA
FLOODWAYS AND NON -ENCROACHMENT AREAS ARE PROHIBITED
EXCEPT AS OTHERWISE PROVIDED BY THE TOWN OF ANGIER UNIFIED
DEVELOPMENT ORDINANCE(CERTIFICATIONS AND PERMITS REQUIRED).
SEEDING OR COVERING PILES WITH TARPS OR MULCH IS REQUIRED AND
WILL REDUCE EROSION PROBLEMS. TARPS SHOULD BE KEYED IN AT THE
TOP OF THE SLOPE TO KEEP WATER FROM RUNNING UNDERNEATH THE
PLASTIC.
STAGED SEEDING AND MULCHING SHALL BE IMPLEMENTED ON A
CONTINUAL BASIS WHILE THE STOCKPILE IS IN USE.
ESTABLISH AND MAINTAIN A VEGETATIVE BUFFER AT THE TOE OF THE
SLOPE(WHERE PRACTICAL).
PLASTIC COVERING CAN ALSO BE USED FOR IMMEDIATE PROTECTION
FROM EROSION ON DISTURBED AREAS AND STOCKPILES. SHEETING
SHOULD BE KEYED IN AT THE TOP OF THE SLOPE TO KEEP WATER FROM
RUNNING UNDERNEATH THE PLASTIC.
STOCKPILE FOOTPRINTS SHALL BE SETBACK A MIN. OF 25' FROM
PROPERTY LINES.
ANY CONCENTRATED FLOW LIKELY TO AFFECT THE STOCKPILE SHALL BE
DIVERTED TO AN APPROVED BMP.
IF STOCKPILE IS TO REMAIN FOR FUTURE USE AFTER THE PROJECT IS
COMPLETE (BUILDERS, ETC.), THE FINANCIAL RESPONSIBLE PARTY MUST
NOTIFY THE TOWN OF ANGIER OF A NEW RESPONSIBLE PARTY FOR THAT
STOCKPILE.
DISTURBED AREA = 6.70 AC
CONSTRUCTION SEQUENCE PART 1
1. INSTALL GRAVEL CONSTRUCTION ENTRANCE, CHECK
DAMS, SILT FENCE AS SHOWN. SEE DETAILS ON SHEET
D1 FOR INSTALLATION, CONSTRUCTION AND
MAINTENANCE SPECIFICATIONS.
2. CLEAR ONLY AS NECESSARY TO INSTALL TEMPORARY
EROSION CONTROL DEVICE #1.
3. INSTALL SKIMMER BASIN #1. SEE SHEET D1 FOR DETAIL
NOTE SKIMMER BASIN NOT TO BE CONVERTED TO THE
PROPOSED PERMANENT DETENTION POND UNTIL
APPROVAL FROM INSPECTOR IS OBTAINED.
4. SEED TEMPORARY DIVERSIONS, BERMS AND BASIN
IMMEDIATELY AFTER CONSTRUCTION.
5. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS
NEEDED.
6. ROUGH GRADE SITE
7. INSTALL TEMPORARY MATTING ACCORDING TO THE
SCHEDULE.
SEE SHEET 2B FOR PART 2
NFIDES Staaiinimat�er Discharge Permit for Conlstuzac'bon Achvrvties (NCG"01.).
BASIN REMOVAL SEQUENCE
1. Schedule a site meeting with the environmental consultant to
determine if a basin can be removed. Install silt fencing or other
temporary erosion control measures as needed prior to removal of
the basin.
2. Remove basin(s) and associated temporary diversion ditches. If
culvert pipes need to be extended, perform this operation at this
time. Fine grade area in preparation for seeding.
3. Perform seedbed preparation, seed, mulch and asphalt tack any
resulting bare areas immediately.
4. Install velocity dissipaters and/or level spreaders as required on
the erosion control plan.
5. When site is fully stabilized, call environmental consultant for
approval of removing remaining temporary erosion control
measures and advice on when site can be issued a certificate of
completion.
Note: a meeting should also be scheduled with the environmental
consultant to determine when a basin may be converted for stormwater
use.
NCI)ENtR/DivR9ionof wateu Gtuaility
NEW STABILIZATION ITIMEFRAME
(EateiDfive Aul 1.20111).
SITE AREA DESCRIPTION
STABILIZATION
TIMETRAME EXCEPTIONS
Perimeter dlkel sw/aales ditches, slopes
7 days
None
° HIIgh Quality Water (HOW) Zones
7 plays
None
Slopes steeper'thaan �:'1
N
7 clays
If slopes are ^10" ar less in length and are.
not steeperthan 2:1„ 14 days are allowed.
;Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50' In Ilength..
All other areas with snipes flatter than 4A
14 days
None„ except for perimeters and HOW Zones.
CONSTRUCTION SEQUENCE - PART 2
1. BEGIN CONSTRUCTION OF -L- TANGLEWOOD PLACE
REFER TO THE NPDES NEW STABILIZATION TIME FRAMES FOR AREAS OF LAND -DISTURBING ACTIVITIES.
2. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION, PAVING, DITCH LININGS,
ETC. SEED AND MULCH DENUDED AREAS PER GROUND STABILIZATION TIME FRAMES.
3. INSTALL UTILITIES INCLUDING WATER, SEWER, AND STORM DRAINAGE SYSTEMS.
STORM DRAINAGE WILL HAVE INLET PROTECTIONS AS SHOWN. SEE DETAILS ON SHEET D1 FOR
INSTALLATION CONSTRUCTION AND MAINTENANCE SPECIFICATIONS.
4. THE DEWATERING OF BASIN AND TRENCHES FOR UTILITY WORK WILL BE THROUGH A SILT BAG THAT IS
CONSTANTLY MONITORED.
5. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY, CALL
ENVIRONMENTAL CONSULTANT FOR AN INSPECTION.
6. REMOVE TEMPORARY MATTING, DIVERSIONS DITCHES, SILT FENCE, AND SEED OUT OR STABILIZE ANY
RESULTING BARE AREAS. ALL REMAINING PERMANENT EROSION CONTROL DEVICES, SUCH AS VELOCITY
DISSIPATERS, SHOULD NOW BE INSTALLED.
7. IF SITE IS APPROVED PROCEED TO CONVERT TEMPORARY SKIMMER BASINS #1 TO PERMANENT WET
POND #1.
8. SEED WET POND IMMEDIATELY. PERFORM SEEDBED PREPARATION, SEED, MULCH AND ASPHALT TACK
ANY RESULTING BARE AREAS IMMEDIATELY.
9. WHEN THE SITE IS FULLY STABILIZED AND WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR A
FINAL SITE INSPECTION BY THE ENVIRONMENTAL CONSULTANT. OBTAIN A CERTIFICATE OF COMPLETION.
10. WHEN THE PROJECT IS COMPLETE THE PERMITTEE SHALL CONTACT DEMLR TO CLOSE OUT THE E&SC
PLAN. AFTER DEMLR INFORMS THE PERMITTEE OF THE PROJECT CLOSE OUT, VIA INSPECTION REPORT,
THE PERMITTEE SHALL VISIT DEQ.NC.GOV/NCG01 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION
(e-NOT). A $100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE e-NOT HAS BEEN FILLED OUT.
PROPOSED STORM WATER PIPE SYSTEM
PIPE
DIAMETER
(INCH)
MATERIAL
DRAINAGE
AREA (AC)
Q25
(CFS)
UPSTREAM
INVERT
DOWNSTREAM
INVERT
LENGTH
FT
SLOPE%
UPSTREAM
STRUCTURE
UPSTREAM
STRUCTURE
1
15
RCP
0.183
1.20
282.50
275.50
205
3.41
CB 01
CB 02
2
15
RCP
0.655
3.52
275.30
269.00
184
3.42
CB 02
CB 03
3
18
RCP
1 1.579
8.47
268.50
1 265.50
212
1.42
CB 03
CB 04
4
18
RCP
2.141
11.45
265.30
264.30
62
1.61
CB 04
CB 05
5
18
RCP
2.436
12.82
264.10
263.70
55.5
0.72
CB 05
CB 06
6
24
RCP
2.636
14.15
263.50
263.00
97.5
0.51
CB 06
OUTLET
7
18
RCP
0.273
0.81
269.20
268.70
28
1.07
CB 07
CB 03
8
18
RCP
0.122
1 1.20
265.55
265.30
28
1 0.89
1 CB 08
CB 04
I PROPOSED STORM WATER CATCH BASINS
STRUCTURE
STATION
OFFSET
LT/RTJC
ROAD CL
ELEV.
RIM
ELEV.
BOC
ELEV.
UPSTREAM
INVERT
DOWNSTREAM
INVERT
DRAINAGE
AREA
CB 01
10+95
14
RT
286.74
286.46
286.96
282.50
0,183
CB 02
13+00
14
RT
279.75
279.47
279.97
275.50
275.30
0,472
CB 03
14+84
14
RT
273.47
273.19
273.69
269.00, 268.70
268.50
0,651
CB 04
16+96
14
RT
269.36
269.08
269.58
265.50,265.30
265.10
0.440
CB 05
17+53
14
RT
268.51
267.72
268.22
264.30
264.10
0.295
CB 06
17+93
14
C
267.9
267.9
268.4
263.70
263.00
0.200
CB 07
14+84
14
LT
273.47
273.19
273.69
269.20
0.273
CB 08
16+96
14
LT
269.36
269.08
269.58
265.55
0.122
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PROTECTION
GRAVEL CONSTRUCTION
ENTRANCE
TEMPORARY DIVERSION DITC
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- SF-
SILT FENCE
LIMITS OF DISTURBANCE
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RIP RAP
SILT FENCE OUTLET
VICINITY MAP (no scale)
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STORMWATER CONTROL AND MANAGEMENT IMPERVIOUS
CALCULATIONS
IMPERVIOUS AREA FOR LOTS TO BE LIMITED TO 3,000 S.F.
ROAD TABLE
3,000 SF
= MAXIMUM IMPERVIOUS ALLOWED
-L1- 790 LF ONSITE
----- -
= FRIS FLOODWAY
= FRIS 100 YEAR FLOOD PLAIN
---- -
= FRIS 500 YEAR FLOOD PLAIN
DEVELOPER
O
= EXISTING SEWER MANHOLE
JAMES JOHNSON LLC
JAMES JOHNSON
•
= PROPOSED SEWER MANHOLE
PO BOX 310
ANGIER, NC 27501
= EXISTING FIRE HYDRANT
MINIMUM REQUIRED SETBACKS
= PROPOSED FIRE HYDRANT
R-6 ZONE
- FRONT = 20 FT
=PROPOSED STREET LIGHT
SIDE = 5 FT
•
= PROPOSED BACK FLOW
0 25 50 100
CORNER AND REAR = 15 FT
PREVENTER
Feet
MAXIMUM BUILDING HEIGHT = 35 FT
V. = 50'^
.
=PROPOSED STORM
EXISTING
FIRE HYDRANT
ROPOSED GRAVEL
ONSTRUCTION
NTRANCE
EE SHEET D-1 FOR
ETAIL
Tc9
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LITTLE CROSS LLC
D.B. 3597 PG. 0333
EXISTING
FIRE HYDRANT
SITE
DATA
TOTAL TRACT SIZE
7.19 ACRES (313,174 SF)
PROPOSED DENSITY
4.45 UNITS PER ACRE
NC PIN
0673-96-3833
DEED BOOK AND PAGE
2475 : 0912
ZONE
R-6
NUMBER OF PROPOSED LOTS
32
AREA IN LOTS
4.99 ACRES (217,300 SF)
AVERAGE LOT SIZE
0.16 ACRES (6,791 SF)
AREA IN RIGHT OF WAY
0.39 ACRES (17,034 SF)
OPEN SPACE PROVIDED
1.08 ACRES (53,488 SF)
%OPEN SPACE
17.11 %
LINEAR FEET OF STREETS
790 LF
MINIMUM REQUIRED LOT SIZE
6,000 S.F.
MINIMUM PROPOSED LOT SIZE-
6,221 S.F.
MINIMUM REQUIRED LOT WIDTH
50'
MINIMUM PROPOSED LOT WIDTH
50'
IMPERVIOUS IN STREETS
25,319 SF
IMPERVIOUS IN LOTS
96,000 SF
IMPERVIOUS IN SIDEWALK
8,118 SF
IMPERVIOUS IN KIOSK
39 SF
TOTAL IMPERVIOUS
129,476 SF
SITE PERCENT IMPERVIOUS
0
41.34 /o
NOTE - WATERSHED HUC8 ENCOMPASSES WHOLE SITE
12,688 SF OF DISTURBANCE WITHIN 100-YEAR
FLOOD PLAIN
NOTES:
- PRESENT LAND USE IS RESIDENTIAL VACANT WOODED AND FALLOW.
- STREETS WILL HAVE A 50'RAN.
- ALL RADII AT STREET INTERSECTIONS ARE 25'
- ALL STREETS WILL BE PUBLIC AND CONSTRUCTED TO THE TOWN OF ANGIER
STANDARDS.
- STOP SIGN, ROAD SIGN AND 25 MPH SPEED LIMIT SIGN TO BE INSTALLED BY
DEVELOPER.
- WATER SYSTEM WILL BE MUNICIPAL WATER SYSTEM.
- SEWER SYSTEM WILL MUNICIPAL SEWER SYSTEMS.
- ALL TOWN OF ANGIER EROSION CONTROL MEASURES WILL BE COMPLIED
WITH DURING CONSTRUCTION.
- ALL GRADING FOR PROPOSED STORMWATER POND TO BE CONSTRUCTED
OUTSIDE OF EXISTING TOWN SEWER EASEMENT.
- ALL FEDERAL FLOOD HAZARD REGULATIONS WILL BE COMPLIED WITH DURING
CONSTRUCTION
- ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED TO
THE SUBDIVISION OFFICE BEFORE FINAL PLAT APPROVAL
- TOPO TAKEN FROM NORTH CAROLINA SPATIAL DATA FROM FLOWN LIDAR AND
SHOULD NOT BE USE EXTENSIVELY FOR DESIGN OR QUANTITY TAKEOFFS.
- CONTOUR INTERVAL IS 2'
- DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS DRAINING 4
ACRES OR 4 LOTS AND SHALL BE SHOWN ON THE CONSTRUCTION DRAWINGS
AND ON THE FINAL PLAT, AFTER SUCH AREAS CAN BE DETERMINED AND HAVE
BEEN FIELD VERIFIED.
- BOUNDARY INFORMATION TAKEN FROM HARNETT COUNTY TAX MAPS.
- FLOOD PLAIN DEPICTED TAKEN FROM THE NORTH CAROLINA FLOOD RISK
INFORMATION SYSTEM, MAP NUMBER 3720066200J, ZONED AE, WITH AN
EFFECTIVE DATE OF 10/03/2006
- THE HOMEOWNERS ASSOCIATION WILL BE RESPONSIBLE FOR MAINTENANCE
OF THE OPEN SPACES IN THIS DEVELOPMENT INCLUDING THE WET POND AND
ALL DRAINAGE EASEMENTS.
- OPEN SPACE TO BE DEEDED TO HOMEOWNERS ASSOCIATION.
- ROADS AND INTERSECTIONS WILL NEED TO COMPLY WITH ALL TOWN OF
ANGIER.
- MAXIMUM IMPERVIOUS LIMIT MUST BE SHOWN ON EACH LOT PRIOR TO FINAL
PLAT APPROVAL.
- STREET NAME(S) MUST BE APPROVED BY GIS PRIOR TO FINAL PLAT.
FOR REVIEW ONLY -
NOT FOR CONSTRUCTION
PLAN IS SUBJECT TO REVISIONS DURING
THE CONSTRUCTION APPROVAL PROCESS
SUBDIVISION NUMBER: PLG-XXXX-2020
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— 50 LF 15" RCP @1.00% MAKE EMERGENCY SPILLWAY 1.5' HIGH
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/ /
/ INV. OUT = 256.00' /
PLAN VIEW FOR WET POND DEVICE #1
5 10 20
Feet
V 10'
REQUIRED LANDSCAPING FOR STORMWATER POND 1:
LANDSCAPING FOR VEGETATED SHELF:
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SHALLOW
SHALLOW WATER EMERGENT AND SHALLOW LAND HERBACEOUS
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REQUIRED LANDSCAPING:
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VEGETATED SHELF PLANTS = 50 PLANTS PER 200 SF OF SHELF AREA
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= 1,455 SF/200 SF = 7.3 X 50 = 365 PLANTS
36" RCP RISER
WITH # 4 REBAR TRASH
100YR EVENT ELEV. 262.00'
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PROVIDED LANDSCAPING:
RACK ON TOP
#4 REBAR TRASH RACK
10YR EVENT ELEV. 260.71'
= m
VEGETATED SHELF PLANTS = 365 PLANTS
BERM ELEV.= 263.00' 10,
TOP OF RISER= 260.50'
1YR EVENT ELEV. 259.89'
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LANDSCAPING FOR BERM AND SIDE SLOPES: CENTIPEDE GRASS TO
30' WIDE EMERGENCY SPILLWAY
2" INVERTED ORIFICE
zELEV.—
BE PLANTED ON TOP OF BERM AND EXTERIOR SLOPES OF
— 261.50'
PERMANENT POOL= 258.5'
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RIP RAP SHALL EXTEND FROM --BERM .1
RIPRAP FROM PIPE OUTLET
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EMERGENCY SPILLWAY TO TOE
OF SLOPE ON OUTSIDE OF POND. 1'
loop
1 INTO POND TO PREVENT
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30-MILL POLY TO
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HYDROLEA INCH 73 1.5' O.C. IN
1 FT. LENGTH OF 6 PVC PIPE W/ UNGLUED
SOIL PLACEDDWITH
QUADRIVALVIS STAGGERED ROWS
CONTAINER
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CAP TO BE USED TO ATTACH SKIMMER
TOP FOR VEGETATION
4 CUBIC-
R1.00
INV. IN = 256.5�'
DEVICE FOR EROSION CONTROL AND FOR
BOTTOM OF FOREBAY WATER STORAGE/
PRIMROSE WILLOW 1.5' O.C. IN
INCH 73
INV. OUT = 256.00'
EMERGENCY DRAIN
TOP OF FOREBAY 6" SEDIMENT STORAGE
LUDWIGIA SPP. CONTAINER STAGGERED ROWS
ELEV.254.50'
4 CUBIC-
6' X 3' DISSIPATOR
BOTTOM OF MAIN POOL
BOTTOM OF FOREBAY
ARROWARUM INCH 1.5' O.C. IN
73
D50 = 6" STONE
6" SEDIMENT STORAGE
6" SEDIMENT STORAGE
STAGGERED ROWS
PELTANDRAVIRGINICA CONTAINER
MIN. LINING THICKNESS = 18"
ELEV.253.50
ELEV. 254.00
SWAMP MILKWEED 4 CUBIC— 3O.C. IN
73
ANTI -FLOATATION DEVICE
ASCLEPIAS INCARNATA STAGGERED ROWS
5' X 5' X 12" THICK
CONTANER
WHITE TURTLEHEAD 4 CUBIC-
73 3' O.C. IN
FOR REVIEW ONLY-
CHELONE GLABRAINCH
CONTAINER STAGGERED ROWS
PROFILE VIEW FOR DEVICE #1
NOT FOR CONSTRUCTION
DRAWING
JOEPYEWEED 4CUBIC-
EUPATORIADELPHUS INCH 73 3O.C. IN
STAGGERED ROWS
NTS
PLAN IS SUBJECT TO REVISIONS DURING
SHEET
FISTULOSUS CONTAINER
THE CONSTRUCTION APPROVAL PROCESS
NOTE: PLANTS LISTED IN TABLE OR EQUAL TO BE USED FOR VEGETATED
C-5
SHELF PLANTING.
SUBDIVISION NUMBER' PLG-XXXX-2020