NCC230627_Site Plan or Location Map_20230314

MIRROR
G��F� �� Q o GREENBAY
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Q\_ \p� �� VANSTORY
ELEM SCH
v CLUNY DR ; \� i \3Of
GLASGOW DR SITE eRq"SIN
a
SWI CREEK DR /
JURA DR
RIDKENTYRE DR RpVENNI�
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ST
GUY CIR
00, NORTH
VICINITY MAP
NOT TO SCALE
LEGEND:
NL O NL-NAIL
'C'Z ECM -EXISTING CONCRETE MONUMENT
EIP (0 EIP-EXISTING IRON PIPE
EIR Oa EIR-EXISTING IRON ROD
ERBO ERB-EXISTING REBAR
a COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PVC - POLYVINYL CHLORIDE
RCP - REINFORCED CONCRETE PIPE
Cl - CURB INLET
DI - DROP INLET
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT-OF-WAY
- - - - -SETBACK LINE
ss SANITARY SEWER LINE
so STORM DRAINAGE
w WATER LINE
CREEK
WETLANDS
PERMANENT EASEMENT
TEMPORARY EASEMENT
X FENCE LINE
210 MAJOR CONTOUR
207 MINOR CONTOUR
x - - SPOT ELEVATION
N /F
PAUL THOMPSON
EROSION CONTROL NOTES: BUILDING CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY AGAINST ✓0 \ ) ^ l\ �EVELOPMENT CORPORATION
EROSION DUE TO RAIN, WIND AND RUNNING WATER WITHIN 14 DAYS. USE oo0 > /yam`, D DB 680, PG 85
1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR MAINTENANCE AND SEEDING AND MULCHING, EROSION CONTROL MATTING, AND/OR SODDING AND ' A° ' PB 63, PG 37
FAILURE EACH ACTIVE DAY ON SITE. SEDIMENT WILL BE REMOVED FROM THE STAKING IN GREEN SPACE AREAS AND OTHERWISE APPROPRIATE MEASURES. USE
SEDIMENT TRAP AND INLET PROTECTION DEVICES WHEN THE STORAGE CAPACITY EARLY APPLICATION OF GRAVEL BASE ON AREAS TO BE PAVED.
HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED 9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL DEVICES AFTER THE 3
WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY. SEDIMENT WILL BE PROTECTED AREA HAS UNDERGONE FINAL STABILIZATION AND PERMANENT Or (\ r 9 )
REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5' VEGETATION HAS BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDEQ APPROVE
DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NEEDED TO THE ACTION PRIOR TO REMOVAL. s. \� `)))8 \ �( 4 0 / " 01 I - 1
MAINTAIN A PROPER BARRIER. 10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED CONCURRENTLY WITH THE (('� /����
2. TEMPORARY EROSION CONTROL FACILITIES AND/OR PERMANENT FACILITIES INITIATION OF CONSTRUCTION ACTIVITY.
INTENDED TO CONTROL EROSION OF AND EARTH DISTURBANCE OPERATION SHALL 11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL TAKE PRECEDENCE
BE INSTALLED BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE OR OVER ALL OTHER CONSTRUCTION ACTIVITIES.
AT THE EARLIEST POSSIBLE POINT DURING CONSTRUCTION. 12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE ACTIONS AND
3. TEMPORARY & PERMANENT EROSION CONTROL MEASURES SHALL BE PERFORMANCE OF ANY OTHER PARTIES PERFORMING WORK ON THIS PROJECT. ',I'111( 3
CONSTRUCTED PER THE DETAILS HEREIN, OR SHALL BE CONSTRUCTED IN 13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR l 1, �I �i- ' ' 'i A I O
ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT 1 / ; �� Gr �0 1 • ��:j y _
PLANNING AND DESIGN MANUAL. IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE )� C3� �> �/ Ila 7 �\ Uu ;'
4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ OFFICE A MINIMUM OF MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. '� m
48 HOURS PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES. 14. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS
910-433-3300 SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY
5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR 3 ' 4
PUBLIC AND PRIVATE PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 7 OR 14 s ' ; ' IJ�I _ co
WHEN TRACKING OCCURS. CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR $12
6. LOCATE SOIL STOCKPILES NO LESS THAN FIFTY (50) FEET FROM ANY PUBLIC OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES C x�� w/HOPE LINER
PRIVATE ROADWAY OR DRAINAGE CHANNEL. IF REMAINING FOR MORE THAN OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PURSUANT TO G.S. a� f ( S8
SEVEN DAYS, STABILIZE THE STOCKPILES BY VEGETATIVE COVER, TARPS, OR 113A-57(3), PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RETAIN r �/ %>d� �` (/ FAIRF/
OTHER MEANS. CONTROL EROSION FROM ALL STOCKPILES BY PLACING SILT EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 14 ,s �/ o� �753 g0• PESO ROAD
BARRIERS AROUND THE PILES. TEMPORARY STOCKPILES LOCATED ON PAVED WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING Z ��o ' > �\���� y`. UBLIC
SURFACES MUST BE NO LESS THAN FIVE FEET FROM THE DRAINAGE/GUTTER COMPLETION OF CONSTRUCTION DEVELOPMENT. �`` /� r? J p>> 14 \\ _ R/W
LINE AND SHALL BE COVERED IF LEFT MORE THAN 24 HOURS. 15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION CONTROL MEASURES �_ / , �o ���� v
7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE SHOWN AND ANY ADDITIONAL MEASURES REQUIRED TO CONTROL THE SEDIMENT
GRADING & STORM NOTES: J. . ;::
UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. INSPECT DURING THE COURSE OF CONSTRUCTION. �� ( 6 \
TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON A DAILY BASIS AND 16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND / 100YF
E / ' ^k5 ' ^R
1. THIS SITE INCLUDES MULTIPLE AREAS WITH STEEP SLOPES. ALL / gab
REPLACE DETERIORATED, DAMAGED, OR ROTTED EROSION CONTROL DEVICES MULCHED ACCORDING TO THE DETAILS HEREIN.
SLOPES THAT ARE STEEPER THAN 3:1 SHALL BE CONSTRUCTED IMMEDIATELY. 17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT ARISE ON SITE IS F v� �, � 'P \-�-
AT THE DIRECTION OF A GEOTECHNICAL ENGINEER TO BE HIRED 8, TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED AREAS WHICH HAVE LOUIS FRANGOS. CONTACT 910-476-4800. �� 4 17,
BY THE OWNER OR THE SITE CONTRACTOR. THE GEOTECHNICAL BEEN FINISH GRADED, AND ALL DENUDED AREAS IN WHICH GRADING OR SITE��
ENGINEER CONTRACTED FOR THIS WORK SHALL PREPARE A 8)��
POST -CONSTRUCTION REPORT STATING THAT THE SLOPES WERE 46.00� 9�\� S 4
CONSTRUCTED ACCORDING TO BEST PRACTICES. s so r \ /
2. LOTS 19-33 ARE REQUIRED TO DIRECT THEIR ROOF AND �� %a 4J �, _4 �a -
_ ...
DRIVEWAY RUNOFF TO THE PROVIDED YARD INLETS. LOT OWNERS S
,0
�^ \ ° 0
ARE RESPONSIBLE FOR GETTING THE RUNOFF TO THE YARD INLET \ �, , o-
AND THE HOA IS RESPONSIBLE FOR THE YARD INLET SYSTEM 0 \ `
UNTIL IT CONNECTS TO THE ROADWAY SYSTEM. � 'off f^ RI 91 \\�� \ \.` ��'1�`F�' •- � �\� \ !
STOP 156.00zQ���
SSMH #8965 /- \
CONSTRUCTION SEQUENCE: RIM 208.35 / ' �' i �/ INV 149.50
!!! +
INV IN 200.29 / k ar^,;..:. �� / _
INV OUT 200.19 O p \ J h�� ``(iir }����� j / �/r %�� ��\ \�� ' rr \ / J J
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND s e� V e/ �� �� o' �,/: _�� v\�: 1 9 /-' Z m
\ -�
Q / /"' ti \. \� '\ y
HOLD PRE CONSTRUCTION CONFERENCE. � \ �$ / � / •+v � 65- ; � �\ � �-� r �
tS C� y ` + + �� // V / �1 V� qo \ .1 l Z
2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT p F u, �,4 ��/ / �Y� ;�-� V ��� �• o� V r W
FENCE, DIVERSION BERMS AND THE TEMPORARY SEDIMENT A--� // o rk �, ! , / ��1 \ / - \ \�
BASIN WHERE SPECIFIED. m �o G O r 34�r `� \ ` �' Q
3. CONSTRUCT TEMPORARY SKIMMER BASINS. �� � � �� � � i�� � � / � � �/�2- � v`C` /j ' VA �� s �. v �\ti\ \ � r 2 v
SSMH 8967 C� , / / ��r - 1� O L �� \\ �� \\�\\\ /
IX
4. CLEAR AND GRUB THE SITE AS NEEDED. # .0 > J _ . `_.\ \ \ \ \�
RIM 2093.3 /� / / \\�69 \ �,
5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING � INV IN 193.35 � � � '� � r` °� � � � L � � /� /� � �� \\\�`=_ --5 � T3 . \ �\ \�
�a > + 3t /-\t��---- R -- __ FES 69• CA \� �3 7 \_ \\\ /s
TO AREAS REMAIN GRASSED AND EROSION CONTROL n INV OUT 192.84 �z �� /0 / > �i, .yk/'� /�// /ES 74='=_�' I- -__ ___ \t\ �< CO\\\\\� 8 SSMH #9696
MATTING TO SLOPES. �� _ SSMH #9638 i/.^ 7i / /�-_ - - -- =Y --_ _ _�__ �,\ R
J R > , ii/ - - - NC �\ \ - RIM 152.56
��- / / It ( �`_ -------= - - -- - - - _ FTF / ` SHELF 143.95
6. CONVERT THE EROSION CONTROL PLAN FROM PHASE I TO RIM 149.15 / g y�
FINAL AS THE SITE GRADING PROGRESSES. / / SHELF 142.95 - - INV IN 143.59 (4" L. 75S\ �S8'
__ F
-0 (n ! - � INV IN 143.20
- INV IN 142.18 � � /� %= � -=�_- = =_--__ _� __ --_ -- \ � G/
7. INSTALL UTILITIES. � p s / � � � / �j�- __ - --- ---l= =--= _ == �_ =_ ` >\� R wv OUT 143.0 � y• �_
61 �--� INV OUT 142.1 � / /--f � ----- -_-_ _- -_ _-_---_� � ''
8. INSTALL INLET PROTECTION ON ALL NEW STORM WATER r \ t� -- --- - _ _- _ =-
' ( 47 +' + 7q8' + >C� S `
INLETS. / / i ./� ' >/ t( - , - _ _� _. ♦ > 1 i
9. PERFORM FINE GRADING. r �_��`\`\ ���
10. INSTALL AND PREPARE BASE COURSE. �z (�h //o / �( �I 1 \ `-fi' s 1Qa / +r f l /// / IL/I,(1.n ; �- o°. !-� ,1 �--.V. � \ - r 9 �?
11. PAVE ROADWAYS AND PARKING LOTS. / / ^ro /� / ��/^ %% . -_-�' `
12. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED 1s$ ) � - .� � ,, � INV01?3.u0 1/�17� I I I +�� 1
,% `7 id I 1 g 1 11 I -
/ // //1 / ( /! - / �� • �I • �i'� � '1 15 f14 I 13 IAREAS. / J�/ / - 13. UPON SITE STABILIZATION, SEEK NCDEQ APPROVAL TO J // �h / / -/i/ %°? ( 46 \ J /'�^ o�19 II Q4 F AD 187.2h f AD 187.^.9a IF AD 184•�) I F'AD 179.6)I \' II I I`s - 3II f
147 + - 0 186.70 1 \ 12
REMOVE ALL TEMPORARY MEASURES. -_\ J /� �r///r sT- ,� I _ _�i 15- _
r �. o �� Ir i 70.00, , L J I, I L__ ) 1 II L � � J f . 7 . / ^' -�- 1`?� j �"a' � ! �- � � - � � �- ll t � � Y� \ �✓CI 71-CI 70< -_•-,: \ _
14. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED / / / //o / o h r F''> / 1 - �i_/ ��/' �, - -_
( 908 \ %/ c, m /� /i / / //�'i �^ 150 "�� �- FFE 183.90 �� % �� A��' <, ♦ a: -
AS OUTLINED IN THE DETAILS WITHIN THE PLANS AND �/ cv, // / // / //J/' +�. ' 40 . - �0 y'-�" h'�, ��
ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL. / �// // ` // ��//N� r///J///j J / / / / /f� / Jf1p�,i� Ct1y-( w r YI 90, "_ s
7 / ?� + + + + INV 162.02 YI 93 19g ..PAD 167.10 a \ 7 .
ss J �,"� y o ,�• �) //� ✓' •071 _ .. 6URVEYLANE
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✓,r O J� .. / �. y, c / _ - _ CI ?2 _ CI 23 CI 24 -�--.�
SSMH 8972 0 /��. `� S t s' , /' 7 > ,\ ( ��- I c /. / �_I �- -
✓ % /)I # i/'. � � + >•� INV 162.44 FE 179.00_ - .. ,.. /. / - o'i� . T- 'tip �. I 17_0 i--�
/ �J // / RIM 175.01 / v> 1 147 / �� ✓ //
/J /// / / S�{� �\ S i INV IN 161.52 ! %// ° n 0j 151 y i' I �/ i CI 20 4 \
/ / (I. N ^> �00i1�`. �/ - 1 ((�/ �. / \ �- �-^ { ✓ 1 0 11 �- \ r.66
( / 'INV_ OUT 161.33 %f / / V 11 ✓ /i / f T^f' I -� `� CI 65��CI 64 ^ PAD 1 70.90 I s
W / / / !/I r / / / / �: SSMH #917 `// 1/,> i �- 1 1,,1 /'� i 8 -1-�° I .-•71f I 1 1 r �I ' `\ IA '
U -- /�O/ ///n/> S�\ f/ / �/% / / /� 1 �� 9J `11 ,I� 22 / / \^ 19 2 I I INV IN \� r
BENCHMARK �/f o J j �,� I /��J/ / /' at + 1 1 I�\� .z- ��' 1 AD 188.4(1 FAu 188.1(_� PAS I PAD 181.FQII) _PAD 177.9(1 II eAD 174.2(1
RIM 152.49 > r I i e
S h s y w 152,' IN 144.59 + > , ✓ �- f FE 176.> J/ CI 21� / / FAD 187.7C. I N I I I
s�� SIGN \ 769 , J r/ / ^ %/ / / J ��/ S li \`y(�(rr%/ , ` I y T \ yo I i /�� ` I o I I I OU
// // //i/ �� 1ss �1 / ✓ �� rV OU^14454 _� o / z� / ••/ ` ,\ l 79 2078 Ca 77 II 76 I If 75 II I 74 I
\` ( / n .�. ! (PAD 186.10 \I O O J� J� O III ` ll i 1 - / j z / % // / / /\ , 1 11 1 / / / 9 y , v 9 7 / �L ` \ �O `L - - - / - �� --- I y - �/ / / / •..I /'-•
D4 WATER VALVE / rr i yy i �Y ��
/ 5 ' /// / 164 I) / F ? o � \ \ 1� I �� I
AFIRE HYDRANT /� i/./% # �( �/( I/ r` r, J h + 4 + +o� �+ �J +ems, s ! / �' 1 �v _ \ \
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� I.- / 0 r RIM 163.59 I _, _= I PAD 176.7( III '
L�J WATER METER (n O f/ INV IN 149.66 ` S J �1�1�C `a Ab ' 1 >f I /r 23 \� r\ ��� _ � �� - ��% - I U;' O / - ( \
W - / / %/ / ,l /e f / �� YI 88� /(yi / - !_� - _ SDMH i liu�5
-N /INV OUT 149.44 )co //� 152:i' > p \'' a (� p / / •JrFE ill_CI 18i /. \� r.
® CATCH BASIN J \. l ! / // i� 1 , G °o h / F>� r` ' r , NV 172.49 �\ FAD 182.00-_ _ - 192
® DROP INLET Q u7 / 6 / / 7s - o,'/ 1zro / CI 15 �, / j i _ _ - - _ __ _ _ ��` ul 62 �u ■ ■ ■ ■ ■ ■
/ % /// rr= 1 0 / // f ��� `/\ l' // �/ O ICI 16 i� / /'/ �� c� ✓OUT
+ / �\ 8?_ /% ice/ / _A�CI 63- i ,
SANITARY SEWER MANHOLE U / /// /��� -> / A `� ' 152'S > 1' ' ' 1 , /
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CLEANOUT / �� luu
%FFE 177.20 \. ���
� � �/� 67 68 0 11\
tk � PAD 184.9U I
HARDWOOD TREE /r'/ �,� ,� � �� �83' � 2 70 71 I 72 73 II I
/ J 154 � ✓ Y; / + + + � + ��-_� r INV 173.00, �-- �\ i r v_ II II O
/ o / s "898o ) . . I III 1
O PINE TREE I - - - f /� �h + f F / / �� �/ / / \ \ ♦// o /� f'AD 211.2 )� ` PAD 210.7) I PAD 209.30 PAD 207.401 TPAD 203.40 (jPAD 199.3C1 Il ill ' • • - I 20
ASPHALT W a IM 7.0( ) > J + ++����r 'L _ _!`F'AD 211.6u 20 I ,- , \`� �. o
S o ro I IN 146. 1 8976 C i! /y 17 / /'/' / \ 2p7 S • lV I I �C� I I �20r _J SDMH 9ug
\ l \ L � / /, �� INV IN 1 .08 � � � �♦ / �i / �. � rn/ C 1 i �/� // / I l 1
F. - 1 YI 8L o r �O PAD 180.00 ��/I i �� I �J II / I ICI 49 l RIM 201.36I
CONCRETE FW - h / ^, V ouT 14s.o (9174) 15 - % /\I / °AD / 204 - l C 48� I,vV I 1
� \ � o - _: �.. R .� � \6`Z INV 173.14 //-,.� v �
WETLANDS / ` �� / ��'� T - _ „ 2� / �� a $�+,�/ 21� -_ _ - 1 - - I `ry -
F r , > /�. g • ` _ ,>1 = - _ ���� CI 12 /�� AD 191 70 55„ICI 54 CI 58 CI 60 CI 50 DBL IIII
NAG SC250LL y \ �`/ .`'^a°j �'' ;1s2 '\ l= _FFE 179.w �,// `\� ` 2( iCl 55 SAMTHOMAS uKIVE
/' + ��� = 27 / YI 85! / ♦ CI _10� ♦� / / / c _
- Loc- Loc- LIMITS OF CONSTRUCTION 0° \ �. �/ aj�ti ' > k02, -� / / PAD 212.6� \ �� 50' PUBLIC R/W
U d o p ' INV/" CI 56� CI 53 CI 59 - - CI 61 - CI 51 DBL r A
- SF - SF - SILT FENCE LINE O o �) �/ 3% ��� - _� /� "'� / ,�
Z - r \ /JJ // / P -'r FE 180.90
- iN - iN - JUTE NETTING 0� / I �) S 152 1% ^C �„'ti / 2� YI 81 AD r1/if1
O � o u T + + + H P /�. �% _ . � INV 17�.25 CI 9 . � �.� '• 85 / \� � i . �-'\ g' t � \ ( �--�
M s / -��// ,64 / 212 �� I I Cl 52 �� \l I - ory -ory -DIVERSION BERM 2 ( � � , y,. �� / ,FFE 181.60 �. v - ,,,/ � 10 - •
+ + ^ �� % 's YI 80 / CI 8 / AD 181.50 l� �// �/� / PAD 213.00 \ ./ PA TAD 210.6D PAD 209.�30 I I PAD 205.�30 2 PAD 201.-70 I' _FAD
O INLET PROTECTION \ / ! o ✓ d // / `/ ) .. 10 - 1 - I /
_ + / � 29 /1 �iJV 176.1_6 � i . �/ \ \ �, / I /,CI 57 / � / 2 27, ?- �� • ��
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FEE it- YI 79 i '� %// il �1 - - - - - - - Cl 47;-- / r' 8
/IN`' 177.50y 175 _ (PAD 182.30,
i o CI 6���-�/ %� - r' // .r �' �'" ♦� - 214 ��
100 � `PAD 213.00
i '� � i �-�
`00 � /J 45 -) ���CI
.780 219,
/00 • /
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FW FW FW FW �00 e {/ ` �// /% / $^� - e O P f) 206.00 \ /
1 w 100 157�_ Fw ��' FW !% 31•r / \' (I f l (I I Rr 9u y 1 1 / 48 49 1 50 .. 51 J/ ((
/ I I I I \,f I 62 / I 'vJ 212. '1 L /
FWlE0\\)1 60158� FW f f I �� YI 77 // - I f'AD 205.00' I > > / ` / Il
Il / I II I l II I- I AD 207.8(1 AD 209.5(1 f_ AD 210.8) FAD 216.0U FAD 216.1(_ , PAD 216.0(i FAD 215.1(_ PAD 214.3U
1 I I FW \F � t11' / � �� � °ri �-�-� s'15� ^' •�.. ':� 5.., ti _-. � I / i FFE 11NV '182.35� �. / J / �,, JJ�I - - _ � I
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\Cl 30 . �- `- •� o� ( / 1 l J 1 �„ � / C1� �\ , INV OUT 186.64
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��_�/ 54�i 1 I INV OUT 202.68 01 / \
6 ! I \ /If 2
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50' PUBLIC R/W �e</ O90 ® Cl8487 3 1 Cl #8166
• C # \� TC 203.49
GROUND STABILIZATION CHART
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITHCES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY
WATER (HQW)
7 DAYS
NONE
ZONES
IF SLOPES ARE 10' OR
SLOPES STEEPER
7 DAYS
LESS IN LENGTH AND ARE
THAN 3:1
NOT STEEPER THAN 2:1,
14 DAYS ARE ALLOWED
SLOPES 3:1 OR
7-DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN 50 FEET
IN LENGTH
NONE
ALL OTHER AREAS
(EXCEPT FOR
WITH SLOPES FLATTER
14 DAYS
PERIMETERS AND
THAN 4:1
HQW ZONES)
CI #84.6
TC 184.65
INV OUT 178.76
34 R/ l TC 182.56
0 INV OUT 178.99 _
Q S 0.
t ti
I
ff0
\ INV OUT 198.29 (9078)
''\ ❑�
SSMH #8471 8" W �_ W
VC S
W W
W W
W
RIM 185.12 0 S8
SHELF 177.14 S S8 S8
24 RCP So PVC
INV OUT 176.61 (8475) Sp
SDMH 15" RCP ��
S8
S SS
SSMH 512 8" PVC
#8
RIM 191.59
SS S
SSMH 8126
#
RIM 208.32
SB SS
ARGYLL ROAD 8" PVCOH #8149
RIM 212.85
50' PUBLIC R/W
8" 0
l�u
� SSMH #8159
`YI
®
82.91
SSMH #8475 RIM 182.91 SSMH #8495
DI #8505
INV IN 183.32 (8126)
SHELF 197.10
SHELF 200.21
INV IN 199.26 (8159)
RIM 206.96
TBM
RIM 183.44 INV IN 177.92 RIM 182.61
SHELF 175.12 INV OUT 177.12 SHELF 175.72
Cl #8487
GRATE 187.59
INV IN 185.45
INV OUT 183.17 (8495)
INV IN 197.61 (8149)
INV OUT 196.30 (8512)
INV IN 204.23 (8114)
INV OUT 199.33 (8126)
SHELF 200.45
4D PK NAIL #11NV OUT 199.84 (8149)
N 473,860.854 GRAPHIC SCALE
INV IN 174.23 (8495) INV IN 175.81 (8512)
INV IN 175.60 (8471) TC 182.14 INV OUT 175.15 (8475) INV
INV OUT 173.95 INV IN 178.54 (8505)INV
INV IN 185.74
OUT 185.27 (8487)
E 2 019,147.280
I8493)
Know below.
IN
W ELEV 211.51 100 0 50 100 200
\
NC GRID NAD 83
what's
Call before dig.
INV OUT1178.41((8480)
� (2011)
m NAVD 88
you
a o
( IN FEET )
0 1 inch = 100 ft.
® I
00
N
I®
THE CONTRACTOR
MUST CONTACT NORTH CAROLINA ONE CALL
CENTER AT 1-800-632-4949 A MINIMUM
OF 72
HOURS PRIOR TO
DIGGING IN
ORDER TO HAVE THE EXISTING UTILITIES LOCATED
400
4DSite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
v\ IICAR� z����
ZO: OkE /0 '.• y i
. 4 SEA '
• 027
/ • ......•
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U.2 U4-23
REVISIONS
JURA DRIVE
SUBDIVISION
(ZERO LOT LINE)
OVERALL
GRADING AND
EROSION
CONTROL PLAN
CLIENT
JURA DRIVE, LLC
3057 North Main Street
Hope Mills, North Carolina 28348
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1797
DRAWING SCALE
HORIZONTAL: 1 "=100'
DATE RELEASED
FEBRUARY 6, 2023
SHEET NUMBER