NCC240235_Site Plan or Location Map_20240125

JOHN 3:16
PANTHER LANDING RD
tU REEK RO '.'`,'NrCARp�'''' STA&LZD)IPUSING EITHEREN
O� A WATERLEIGH WAY �`O?r-°C�rOSj'°.,X1,'H Y �BONDEO FIBER MATRICES OR
fpTv: P 2,?'pF 0 9•:: CONSTRUCTION SEQUENCE 11 + * HYDRO SEEDING TECHNIQUES,
es r`�C SEAL r , 1.)INSTALL CONSTRUCTION ENTRANCES AT CONNECTIONS TO EXISTING ROADWAYS AT EACH '� Y + 6f+ -- ti'+'
4'A r L-5062 r INDIWDUAL RESIDENTIAL LOT. L -x f L�,
FARMRIDGE�r� W 3R' r Y. ykS•'° ' N •p`°?" K I ,
WAY R p CAMPUS �� 9H LZ�`'�.yj {•: 2.)INSTALL qND/OR MAINTAIN SILT FENCE WHERE SPECIFIED. • r +L I �,°
SITE pP R ICEN w `F-�A` �....t: + ' Y Y
�O,NP��� ,9fq ,M RP�`"� 3)DINRIET PROTECTION
EAND AONSADDITIONALMPROTECTIONAINTAIN M MOEASURES ASRARY K NECESSARY.
CURB SIRpW I,��IfHIN �+ + *
1.FOR AR`AS O SITE MTH LESS TRAM JO%SLOPE;
4.)PERMANENTLY SEED AND STABILIZE ALL DISTURBED AREAS. 2-3 BALES OF STRAW EWALS 2-INCHES OF
STRAW MULCH OVER 1000 SOARE FEET.
VICINITY MAP �ivI 5)AFTER STABILIZATION IS ESTABLISHED,REMOVE ALL TEMPORARY EROSION CONTROL MEASURES, 2.MULCT SHALL BE NEED FREE STRAW.
^vMnI��/ CLEAN OUT AND RENRN BAPS TO DESIGN CONDITIONS AND SEED&STABILIZE THOSE AREAS. TO PROVIDE TEMPORARY SOIL STABIUZATION BY PLANING GRASSES
AND LEGUMES TO AREAS THAT WOULD REMAIN BARE FOR MORE THAN
NTS NICHOLAS M.RACKLEY,P 14 CALENDAR DAYS.OR 7 DAYS IN INDENTIFIED CRITICAL AREAS,
LICENSE NUMBER L-50 WHERE PERMANENT COVER IS NOT NECESSARY OR APPROPRIATE.
LAND DISTURBANCE&STABILIZATION DETAIL
NOT TO SCALE
/ CONTROL CORNER
/ NC NOD 83(2011)GRID
N:1019529.46'
I E:2639229.14'
I I EAT:N36°31'04.5" UST BE 1 33150ST EAR FT EL Wi
LONG:w]6'08'38.8' ZIT
LENGTH OF�54,.3�. WHEN SSED W RE ENCIINN�G,7H STTALRO BBERIC 1.USE SYNTHETIC FILTER FABRIC OF AT LEAST 95%BY WEIGHT OF
TO FACILITATE FASTENING OFAFILT R FABRIC.
' LED ONI STREAM SIDE OF PATS. MMAANPOLUFACTIELFTNS R AS CONFORMING TTOO IT E CERTIFIED
W IRONENTTS IN
I INSTALL POSTS 6'O.C.MAX WHEN STANDARD EXiNED MAX.24'ABOVE EXISTING GRADE TO ASTM D e481.FILTER FABRIC SHALL CONTAIN ULTRAVIOLET RAY
�- BOTTOM OF TRENCH. INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF 6
FABRRC&WIRE SUPPORT FENCE ARE UTILIZED. MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A
TEMPERATUI OF 0 TO 120T.
2 CONSTRUCT RTHE SEDIMENT BARRIER OF STANDARD OR EXTRA
INSTALL POSTS 6'O.C.MAX WHEN EXTRA STRENGTH
\ FABIRC WITHOUT WIRE FENCE IS UTILIZED. STRENGTH SYNTHETIC FILTER FABRIC.ENSURE THAT THE HEIGFR
I PHASE 3 MIN-14 GA. OF THE GDIMENT FENCE DOES NOT EXCEED 24 INCHES ABOVE
20 ® I T WATERLEIGH WIRE FENCING THE GROUND SURFACE.
0.AR ACRES 22 t P.C.Q,SLD.171 3.CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT
M.B.P.E=9.80' I 7B.P.E=9.80.
/ STEEL POSTS ONLY I MAX 6"X 6"SPACING TO THE LENGTH OF THE BARRIER TO AVOID JOINTS.W1HEN
JOINTS ARE NECESSARY,SECURELY FASTEN THE FILTER[LOTH
AT A
24 36- N I'''� IoTMEaE NE%i pO5TpiT POST WnH 4 FT MINIMUM OVEFLAP 10
1111141111114
' '1114.SYNTHETIC FILTER FABRIC SHALL BE FASTENED SECURELY TO
FUTURE PHASE SB - / / 25 \ RR� m� HHO/C FENCE POST WITH MIN.50 II.TON24' STRENGTH W1RE
_ OR ZIP TES AT TOP.MID-SECTION AND BOTTOM.FABRIC
THE NE SHALL BE BETWEEN TB'MIN.TO 24"MAX.ABOVE
GROUND LEVEL ON THE UPSLOPE SIDE OF THE POSTS.EXTRA
WATERLEIGH / ID \ ' .N ' iI STRENGTH FILTER FABRIC W/6'POST SPACING SHALL BE
-- wti 0.46 ACRES J� 2I��� T�e'",,'111;',,,II
M.B.P.E=10.30' / \ 41 C.r�N I SECURELY FASTENED DIRECTLY TO POSTS.
T �ZZ1•vA'. `mac'nRlll,;'I 5.12 INCHES OF RLTFA FABRIC SHALL BE BURIED IN AN
-----)Y / \ .4 ♦.,0P" ED TRENCH THE PROPOSED
4 INCHES WIDE AND B
/
® �Y` „I INCHES DEEP ALONG THE PROPOSED LINE OF POSTS AND
CONSTRUCT V h"\I i• UPSLOPE FROM THE BARRIER.BACKFILL TRENCH ROB
I al I I / TRENCH ALON ENTIRE s''`\\1\�I iV i1JIi Al MECHANICALLY COMPACTED SOIL PLACED OVER THE FILTER
UPSTREAM SIDE OF FENCE .�:\,.\�.G FABRIC.DO NOT ATTACH FILTER FABRIC TO TREES.
F ® / y \... K.SILT FENCE SHALL BE INSPECTED AT LEAST ONCE A WEEK&
I T I 0.47 ACRES / / 28 - STEP/ STEP 2 I AFTER EACH RAINFALL EVENT.MAKE ANY REPAIRS
M.B.P.E=9.]0' IMMEDIATELY.SHOUD THE FABRIC COLLAPSE,TEAR.DECOMPOSE
/ OR BECOME INEFFECTIVE REPLACE IT PROMPTLY.
].REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE
FASTEN THE FILTER FABRIC TO THE UPSTREAM BACKFILL THE TRENCH AND COMPACT THE SOIL ADEQUATE STORAGE VOLUME FOR THE NEXT RAN AND TO
I I - I - / ID SIDE OF POSTS OR WIRE FENCE IF lJTRD ALONG. FIRMLY TO ANCHOR THE BOTTOM OF THE SILT REDUCE IMNG THEE ON ETHED FENCE.TAKE CARE TO AMID
DIME
II_ FENCE BURIED FABRIC SHALL NOT BE VI518LE UNDERMINING 7HE FENCE OWING CLEANOUi
1.
0.46 ACRES EXTEND FABRIC 8"DOWN 8 4"FORWARD &REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT
M.B.P.E=10.10' \ THE TRENCH. DEPOSITS AND BRING THE AREA TO(FADE AND STABIUZE R
/jam\ AFTER THE CONTRIBUTING['RAMAGE AREA HAS BEEN
\ / 0.47 ACRES ` PROPERLY STABILISED.
I J II V\ M.B.P.E=10.40' \ `� / \
® /jam\ \\\ `\ 30 / II ,`` •` STEEL POSTS
.9 H ' �!.: k x., A I WIRE FENCE
/ 9�0 / o '*Scn;`. ft i; "� 44 to ¢x.
:ct. ` ,':- � :e..:'';, z k FILTER FABRIC
/ '4/ • ® .;;• ;` *Yi iI �4 . r. v lI
/- I' .'t5;a�,..;: �<, `` WIRE OR PLASTIC TIES
`Y2iii,.�"" .i'Ma "'`'• i BOTTOM OF WIRE FENCE
\ ® i' `` I AND FILTER FABRIC BURIED
X .' !per.
\ QQ 0.46 ACRES \ ' dt �i w IN EXCAVATED TRENCH
Y
'ICI- M.B.P.E=8.80' " +'man. /•• ^. 2
0.4 ACRES A� 1 IOe �F II FLOW
M.B.RE=9.90' / -�•%\\ !`\`/ / I II Ill. :Aram'ii=
/ 33 1 -b�l 1, STEEL POST DRIVEN
oir-
®' �v / q "II_��gll ' 24'INTO GROUND
0.47 ACRES / STEP 3 STEP 4 SECTION ALA
M.B.P.E=9.70'
PHAS
/ 34 /
•
WATERLEIGH CO � \ /
P.C.R,SLD.202 �/\ ',
/ � �/ 0.51 ACRES // ~'3 MOUNTABLE
/ M.B.P.E=9.20' BEAM(6"MN.)
/ Oft / ` N. \/ / 50" MINIMUM DOSING
\\/\/ PAVEMENT
\ / \/I y\0.o iAh/l.WEO EARTH FILL
/ 07 O`1/ 41II GEOTEXFLE CLASS'C'OR BETTER f�PIPE AS NECESSARY
OQ�� L PROFEEVIEW STRUCTURE
MINMUM 6"OF 2"-3"AGGREGATE
\ /'-p0 / 19 WAGE I"MESH HARDWARE CLOTH EX15TN0 GROUND OTRuvER LENGTH AND WIDTH OF
``," S MIS T-POSTH GROUND
A MINIMUM HEIGHT OF 2'ABOVE GRADE
MIN.2'INTO THE GROUND PROVIDE 2 WIDE FLAPS AT GRADE • 50" MINIMUM T
SPACED 43 0/C. �•�� •P•• FX DING AWAY FROM INLET UNDER r
LENGTH i
y / PHASE 4 •;C1�A•, ,•�:r:•• 10" MIN.
WATERLEIGH ll
/ P.C.R,SLD.202 •?y 64,
//' jj��•14 i.:�• 1 .Ii Kitt44•., 12' MINIMUM 1 O' MIN. EXISTING
~17.• III"^ \ N I I.ri•1�•1.. WIDTH PAVEMENT
NOTES: `ripre I jl••�� eq,•• 1•/:41.0 {�.[• !il jtiiN•1- PLAN VIEW 10' MIN.
1.)OWNER: WATERLEIGH NC.LLC `•VO-krF i�� ,{�ito-`1.�}-.!I •� •�ir•%�w/�fil� CONSTRUCTION ENTRANCE I
V448 IRGINIKII REACH.AU 2345220 NEWER INSTALL/``' ••.••� 1..�I ID•'r •4,5% •'� NO SCALE LOCATION AS NOTED ON PLAN
J;.. 1�"
(757)617-87900 Darn/CURB MEET v�•'`l%,�I,i���,���Nlt�•` CONSTRUCTION ENTRANCE SPECIFICATIONS
2.)REFERENCES: ••�1011i,•1• •1••'NCDOT on/57 WASHED STONE
1. Length- minimum of 50'(030'for single residence lot).
-R•��Jr•%- AVERAGE HEGHT OF 16"ABOVE GRADE 2.Width- 12'minimum, should be flared at the existing road to provide a turning radius.
WATERLEIGH PHASE 5A FINAL PLAT(NOT RECORDED AT THIS TIME) SDE SLOPE AT Z1(H:V3 3. Geotextile fabric(filter cloth)shall be placed over the existing ground prior to placing stone.
2.)ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES. LEGEND DROP/CURB INLET PROTECTION °°The plan approval authority may not require single family residences to use geotextile.
NOT TO SCALE ISOMETRIC VIEW 4. Stone- crushed aggregate(2'to 3")or reclaimed or recycled concrete equivalent shall be
3.)AREA COMPUTED BY USING COORDINATE METHOD. INLET PROTECTOR SPECIFICATIONS placed at least 6"deep over the length and width of the entrance.
O CONTROL CORNER WM,AT LEAST WWI ANO AFTER EA01 CW:r(r w a .) 5. Surface Water- all surface water flowing to or diverted toward construction entrances shall
4.)THE PROPERTY IS LOCATED IN FLOOD ZONE"X',AS SHOWN ON FLOOD (A B.P.E.) MINIMUM BUILDING PAD ELEVATION .RAINFALL VAN!MO AVM,AS N rtLY.Noon-DENNISbe piped through the entrance,maintaining positive drainage. Pipe Installed through the
MAP PANEL 3721803100E&3721804000K,DATED DECEMBER 21,2018. ANYONE MCA owwsmxu wux.cE ANN.NAs es«s.nuzm. stabilized construction entrance shall be protected with a mountable berm With 5:1 slopes and a
5.)SITE TOPOGRAPHY IS RELATIVELY FLAT.SHALLOW SWELL DITCHING ALONG SIDE PROPOSED STABILIZED CONSTRUCTION ENTRANCE(SEE TOP.DETAIL) minimum of 6" of stone over the pipe. Pipe has to be sized according to the drainage. When
PROPERTY LINES,AND VALLEY CURB&GUTTER ALONG ROADWAYS WITHIN the SCE is located at o high spot and has no drainage to Convey a pipe will not be
SUBDIVISION. 08 STORMWATER CURB INLET BASIN
necessary. Pipe should be sized according to the amount of runoff to be conveyed. A 6"
6.)AREA OF DISTURBANCE CALCULATIONS PROPERTY LINE&LIMITS OF DISTURBANCE minimum will be required.
PROPOSED SILT FENCE(SEE TOP.DETAIL) 6.Location -A stabilized construction entrance shall be located at every point where
TOTAL AREA PROPOSED DISTURBANCE=4.69 ACRES construction traffic enters or leaves o construction site. Vehicles leaving the site must travel over
PROPOSED SILT FENCE CONSTRUCTION ENTRANCE(SEE TYP.DETAIL) the entire length of the stabilized construction entrance.
7.)SITE INFORMATION TAKEN FROM RECORDED PLAT FOR WATERLEIGH PHASE 5A,& - - - - -PROPERTY EXTENSION
WATERLEIGH PHASE 5A CONSTRUCTION DRAWINGS.
- - RIGHT OF WAY LINE
400 EROSION&SEDIMENT CONTROL PLAN REVISIONS
GRAPHIC SCALE FOR KLEYit
h - �DWATERLEIGH NC, LLC
11 MOYOCK TOWNSHIP LAND SURVEYING DRAWING p:2318
FlEORALD wNNc A
( IN FEET) CURRITUCK COUNTY, NORTH CAROLINA 905 Halstead Blvd Unit 16 Elizabeth City,
1
NC 27909 C-4476 252-679-7670 DATE:WN:NC 23 1
1 inch= 100 ft. LOTS 110,111,114,117,120,123,126,129,132,&135 OF WATERLEIGH CONSERVATION SUBDIVISION PHASE 5A(NOT RECORDED AT THIS TIME) [e-mail] SHEET A:1 OF 1
OCTOBER 2,2023 SCALE:1'=100'
PROJECT M:23136