NCC230758_Site Plan or Location Map_20230321

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SEAL �NC NAD 83(2011) GRID
N:1021269.36'
= �.< L-5062 E:2839398.62'
�2 ••:9i� �� LAT: N36 31'21.6"
LONG: W76 08'36.1"
,40 ..... G,�.�. / \
\
NICHOLAS M. RACKLEY, PLS OPEN SPACE H
\
LICENSE NUMBER L-5062 \
\ SECONDARY AREA
\ \ 0.49 ACRES \ \
� \ (MBPE 9.50')0 / \ \
� / \ 182
\ \ / \
1as PRAIRIE GLEN 181 \
18 0.46 ACRES
(MBPE 9.50')
OPEN SPACE H \ 0.55 ACRES
SECONDARY AREA (MBPE 9.85') /
179 >
\ 190 ���� 175 \ \ 161
0.56 ACRES 0.46 ACRES \ 178 \
\ (MBPE 9.50') (MBPE 9.95') \
0.47 ACRES
191 \ (MBPE 9.50') / � (6
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OPEN SPACE H
SECONDARY AREA
NOTES:
1.) OWNER: WATERLEIGH NC, LLC
448 VIKING DRIVE, SUITE 220
VIRGINIA BEACH, VA 23452
(757) 617-87900
2.) REFERENCES:
DEED BOOK 1705, PAGE 904
PLAT CABINET R, SLIDE 243
2.) ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES.
3.) AREA COMPUTED BY USING COORDINATE METHOD.
4.) THE PROPERTY IS LOCATED IN FLOOD ZONE "X", AS SHOWN ON
FLOOD MAP PANEL 3721803200K, DATED DECEMBER 21, 2018.
5.) SITE TOPOGRAPHY IS RELATIVELY FLAT. SHALLOW SWELL DITCHING ALONG SIDE
PROPERTY LINES, AND VALLEY CURB & GUTTER ALONG ROADWAYS WITHIN
SUBDIVISION.
6.) AREA OF DISTURBANCE CALCULATIONS
TOTAL AREA OF EXISTING DISTURBANCE = 3.83 ACRES
TOTAL AREA PROPOSED DISTURBANCE = 7.65 ACRES
7.) SITE INFORMATION TAKEN FROM RECORDED PLAT FOR WATERLEIGH PHASE 2 RECORDED
IN PLAT CABINET R, SLIDE 243, WATERLEIGH PHASE 2 CONSTRUCTION DRAWINGS, AND
INDIVIDUAL SITE PLANS FOR RESIDENTIAL LOTS AND CONSTRUCTION.
/ 171 \ \
\ 168
158
-RES \�
159 \ \
1so
\ / 0.46 ACRES
i (MBPE 9.70')
i
/
/
/
/
I
LEGEND
O CONTROL CORNER PER (P.C. R, SLD. 243)
(MBPE) MINIMUM BUILDING PAD ELEVATION
PROPOSED STABILIZED CONSTRUCTION ENTRANCE (SEE TYP. DETAIL)
® STORMWATER CURB INLET BASIN
PROPERTY LINE & LIMITS OF DISTURBANCE
PROPOSED SILT FENCE (SEE TYP. DETAIL)
• To ��x PROPOSED SILT FENCE CONSTRUCTION ENTRANCE (SEE TYP. DETAIL)
PROPERTY EXTENSION
RIGHT OF WAY LINE
0.46 ACRES
\ (MBPE 10.10')
164 \
5
�-
15
154
0.46 ACRES
\ (MBPE 9.80') /
\ 155
y
PHASE 3
WATERLEIGH
P.C. Q, SLD. 171
PHASE 1
WATERLEIGH
P.C. P, SLD. 172
CONSTRUCTION SEQUENCE
1.) INSTALL CONSTRUCTION ENTRANCES AT CONNECTIONS TO EXISTING ROADWAYS AT EACH
INDIVIDUAL RESIDENTIAL LOT.
2.) INSTALL AND/OR MAINTAIN SILT FENCE WHERE SPECIFIED.
3.) DURING THE COURSE OF CONSTRUCTION, MAINTAIN TEMPORARY CHECK DAMS, INSTALL CURB
INLET PROTECTION AND ANY ADDITIONAL PROTECTION MEASURES AS NECESSARY.
4.) PERMANENTLY SEED AND STABILIZE ALL DISTURBED AREAS.
5.) AFTER STABILIZATION IS ESTABLISHED, REMOVE ALL TEMPORARY EROSION CONTROL MEASURES,
CLEAN OUT AND RETURN BMPS TO DESIGN CONDITIONS AND SEED & STABILIZE THOSE AREAS.
AREA STRIPPED AND THEN
LL STABILZED, USING EITHER
BONDED FIBER MATRICES OR
HYDRD SEEDING TECHNIQUES,
5TfZAW MULCHING:
1- F A EA F SITE WITH LESS THAN 30% SLOPE;
2-3 BALES OF STRAW EQUALS 2-INCHES OF
STRAW MULCH OVER 10a0 SQARE FEET.
2.MULCH SHALL BE WEED FREE STRAW_
TO PROVIDE TEMPORARY SOIL STABILI7ATION BY PLANTING GRASSES
AND LEGUMES TO AREAS THAT WOULD REMAIN BARE FOR MORE THAN
14 CALENDAR DAYS, OR 7 L}AYS IN INDENTIFIED CRITICAL AREAS.
WHERE PERMANENT COVER IS NOT NECESSARY OR APPROPRIATE_
LAND DISTURBANCE & STABILIZATION DETAIL
Ni1T T6 SCALE
POSTS MUST BE 1_33 L&LINEAR FT_ STEEL WITH
MiEN STANDARD STRENGTH FILTER FABRIC
1, USE SYNTHETIC FILTER FABRIC OF 14T LEAST 85% BY WEMHT OF
A MIN_ LENGTH DF 5'_ POST SHALL HAVE PROJECTIONS
IS UTILIZED WIRE FENCING MUST ALSO BE
POLYOLEFINS OR POLYESTER, WHICH IS CERTIFIED BY THE
TO FACILITATE FASTENING OF FILTER FABRIC.
INSTALLED ON UPSTREW SIDE OF POSTS_
IJANUFACTIJIQER A$ CONFORMING TO THE REWIREidENITS, IN
INSTALL POSTS 8' O_C_ MAX WHEN STANDARD
EXTNED MAX- 24" ABOVE EXISTING GRADE TO
ASTM D 64-61. FILTER FAeF?IC SHALL CDNTAIN ULTRAVIOLET RACY
BOTTOM OF TRENCH-
INHI8ITORS AND STABILIZERS TO PROVIDE A M1141MUM OF 6
FABIRC & WIRE SUPPORT FENCE ARE UTILIZED.
MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A
INSTALL POSTS 6' O_C_ MAX WHEN EXTRA STRENGTH i
TEMPERATURE RANGE of ❑ T4 1 E0'F_
2CONSTRUCT THE SEDIMENT HARRIERof STANDARD OR EXTRA
FABIRC WITHOUT WIRE FE1gCE IS tMLIZED_
STRENGTH SYNTHETIC FILTER FABRIAgRIC, ENSURE THAT THE HEIGHT
MI:N_ 14 GA
OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES Ai33VE
WIRE FENCING
THE >:IRNOUND SURFACE_
STEEL POSTS ONLY
MAX_ 6" X 6" SPACING
3_ CONSTRUCT THE FILTER FABRIC FROM A CQNTINUCUS BOLL CUT
TO THE LENGTH OF THE BARRIER TO AVOID JOINTS, WEN
,101NT5 ARE NECESSARY, SECURELY FASTON THE FILTER CLOTH
ONLY AT A SUPPORT POST WITH 4 FT MINIMUM OVERLAP TO
THE NEXT POST.
4. SYNTHETIC FILTER FABRIC SHALL BE FASTENED SEC rRELY TO
EACH FENCE POST WITH MIN. 50 LB_ TENSILE STRENGTH WARE
OR ZIP TIES AT TOP. MID -SECTION AND 807CM. FABRIC
HEIV3HT SHALL BE BETWEEN T9" MINK TO 24' MAX- ABOVE
GROUND LEVEL ON THE UPSLOFE SIDE OF THE POSTS, EXTRA
STRENGTH FILTER FABRIC Wf6' POST SPACING SHALL BE
..
24
SECURELY FA$TENED DIRECTLY TO PASTS.
'5.
12 INCHES OF RLTE!~; FABRIC SHALL BE BURIED IN AN
41
EXCAVATED TRENCH APPROXIMATELY 4 INCHES WIDE AND 8
INCHES DEEP ALONG THE PROPOSED LINE OF POSTS AND
UL
UPSLOPE FROM THE BARRIER. SACKFILL TRENCH WITH
NSTRUCT 4"W X B"Q
MECHANICALLY COMPACTED SOIL PLACED OVER THE FILTER
TRENCH ALONG Eh"MRE
FABRIC. DO NOT ATTACH FILTER FABRIC TO TREES,
UPSTREAM SIDE OF FENCE
6, SILT FENCE SHALL BE INSPECTED AT LEAST ONCE A WEEK &
STEP 1
STEP 2
AFTER EACH RAINFALL EVENT MAKE ANY REPAIRS
IMMEDIATELY. $HOUR THE FABRIC COLLAP'51� TEAR, DECOMPOSE
OR SECaME INEFFECTIVE, REPLACE IT PROMPTLY_
7, REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
FASTEN THE FILTER FABRIC TO THE UPSTREAM
BACKFILL THE TRENCH AtJ.D COMPACT THE SOIL
ADEOVATE STORAGE VOLUME FOR THE NEXT RAIN AND TO
SIDE OF POSTS OR WIFE FENCE IF LMUZED_
FIRMLY TO ANCHOR THE BOTTOM OF THE SILT
REDUCE PRESSURE DN THE FENCE. TAKE CARE TO AV010
EXTEND FABPJC 8" DCA+VN & 4" FORWARD ALONG
FENCE. BURIED FABRIC SHALL NOT BE VISIBLE.
UNDERMININo THE FENCE DURING, CLEANOUT
& REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT
THE TRENCHi_
DEPOSITS AND 13RING THE AREA TO GRADE AND STA81LIZE IT
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN
PROPERLY STAPILIZEO.
STEEL POSTS
�'
WIRE FENCE
111,N� IN
: ,ti = ` :== -
x;:titi' x.'ti ,
FILTER FABRIC
'u•
' w '-r, �'k�ti�•.r-~ "x�vVN~;P'
�rw �� :w ; '", '- �;-._, ,,-, ,•�titi �
'"1.S•_;.�w�ti, w� • u:T�wii;,ti-i' =~ �:x�+: �_. -
�;, �-'' .r; _, �;wti.:- ti�:;�'•'�.
W 4VI FEE OR PLASTIC TIES
BOTTOM OF WIRE FENCE
AND FILTER FABRIC BURIED
' �'ti '�,,
w•,�
IN EXCAVATED TRENCH
;•
w
_.*FLOW
STEEL POST DRIVEN
A
= - 24" INTO GROU ND
STEP 3
STEP 4
SECTION A -A
19 GLIAGE }" MESH HARDWARE CLOTH
T STEEL T-POSTS DRIVEN A — MINIMUM HEIGHT OF 2 ABOVE GRADE
MIN. 2' INTO THE GROUND PROVIDE 2' NOE FLAPS AT GRADE
SPACED 4'f 4/C- EXTETIDW; AWAY FROM INLET UNDER
$TONE
NEWLY IN$TA4LLEU
DRCF/CURD INLET
❑RCP/C JRB INLET PROTECTION
NOT T4 SCALE ISOMETRIC VIEW
INLET PROTECTION SPECIFICATIONS:
NSPECT AT LEAST 1 EEKLY AND} AFTER EACH SIGNIFICANT (r OR GREATER)
RAINFALL E41EW AW REPAIR NMEDIATEL7 REgpyE DE91915 FROM MEW MQ
REPLACE STONES AS NEEDED.
RENNLE CNEE CONTMULR11,16 GRAINM]E AREA HAS BEER 8TAENLIYEb.
NCDOT #5 OR 057 %%5HED STONE
AVERAGE HEIGHT OF 15' ABOVE GRADE
SQE SLOPE AT 2:1(H;V)
SC' MINIMUM
GEOI LA TILE CLASS I- OR 6ETIER I - . ----
MINIMLA( G" OF 2"-S" AOGRECATE
OVER LENGTH AND WIDTH 4F
EXISTING GROUND PROFILE VIEW STRUCTURE
m 50' MINIMUM
LENGTH
12' MINIML.-IPA
WIDTH
MOUNTABLE
BERM (6" MIN.)
EXISTING
PAVEMENT
EARTH FILL
PIPE A5 NECESSARY
T
O' MIIq,
1 0' m I _1 _ ESI5T1N0
PAVEMENT
PLAN VIEW I
1c, MIN,
CONSTRUCTION ENTRANCE
NO SCALE LOCATION AS NOTED ON PLAN
CCNSTRUCTIGN ENTRANCE SPECIFICATIONS
1, Length - minimum Of 50' (*34' far single residence lot).
2. Width - 12' minimum, should be flared at the existing road to provide a turning radius.
3_ Geotsxtlle fabric (filter cloth) shall be placed over the existing ground prior to placing stone,
"The plan approval authority may not require single family residences to use geotextile,
4• Stone - crushed aggregate (2" to 3") or reclairrlad or recycled concrete equivalent shall be
placed at least " deep over the length and width of the entrance.
5_ Surface Neater - all surface water flawing to or diverted toward construction entrances shall
be piped through the entrance, molntaining positive drainage. Pipe installed through the
stabilized construction entrance shall be protected with a mountable berm with 5:1 slopes and a
min1murn of 6" of stone over the pipe. Pipe has to be sized according to the drainage. When
the SCE is located c3t a high spot and has no drainage to convey a pipe will not be
necessary. Pipe should be sized according to the amount of run-off to be conveyed. A 6"
minimum will be required.
6_ Location - A stobfllzed construction entrance shall be located ut every point where
construction traffic enters or leaves a construction site. Vehicles leaving the site must travel over
the entire length of the stabilized construction entrance,
EROSION & SEDIMENT CONTROL PLAN REVISIONS:
GRAPHIC SCALE FOR RACKLEY
100 0 50 100 200 400 WATERLEIGH NC L L C
MOYOCK TOWNSHIP LAND SURVEYING DRAWING#:22182
LD
905 Halstead Blvd Unit 16 Elizabeth City, FIEDRAWN NC /A
( IN FEET) C U R R I T U C K COUNTY, NORTH CA RO L I N A NC 27909 C-4476 252-679-7670 DATE: 12/12/2022
1 inch = 100 ft. BEING LOTS 151, 154, 157, 160, 163, 166, 169, 172, 175, 178, 181, 184, 187, 190, 193, & LOT 196 OF WATERLEIGH CONSERVATION SUBDIVISION PHASE 2 AS RECORDED IN PLAT CABINET R, SLIDE 243 [e-mail] SHEET#: 1 OF 1
SCALE: 1" = 100'
DECEMBER 12, 2022 PROJECT#:22182