20191570 Ver 1_More Info Received_20191217

Strickland, Bev
From: Richie Brown <[e-mail]>
Sent: Tuesday, December 17, 2019 8:18 AM
To: Scarbraugh, Anthony; Pullinger, Robert C
Subject: [External] Luke's Landing
Attachments: Attachments.html
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
[e-mail]
Citrix Attachments Expires June 14, 2020
BINDER ALL.pdf
PCN 4 & 5.pdf
Richie Brown uses Citrix Files to share documents securely.
Guys, attached is the latest set of plans and sheets 4 & 5 of the PCN.
After talking with Emily I THINK this is the final revision. Just wanted you to have the latest version for your review.
Thanks,
Richie Brown, PE
Principal
Stroud Engineering, P. A.
107-B Commerce Street
Greenville, NC 27858
252-756-9352 x232
Click here to upload files.
1

W NOTES
SITE TOTAL AREA66825 AC 1. CONSTRUCTION PLANS SHALL BE APPROVED BY EASTERN PINES WATER CORPORATION
...........................
\ (E.P. W.C.)GREENVILLE UTILITIES COMMISSION AND PITT COUNTY PRIOR TO THE
CONSTRUCTION OF ANY WATER, SEWER OR STORM DRAINAGE.
NO.OF LOTS............ ........................144 \ MOSS BEND SEC. 1 1 \ 1 2. ALL REQUIRED IMPROVEMENTS SHALL CONFORM TO PITT COUNTY SUBDIVISION
` MB 33, PG 55 -56 1 1°• \ ORDINANCE AND THE MANUAL FOR THE DESIGN AND CONSTRUCTION OF
LINEAL FEET I N STREET ........7582 L F 1 WATER, AS REQUIRED BY EASTERN PINES WATER CORPORATION, AND THE
` a AC' •{f \ 1 RESDIDENNE TRIAL /', 1 I \ ♦' \ \. NORTH MANUAL FOR THE DESIGN AND CONSTRUCTION OF SEWER AS REQUIRED BY GUC.
g \' ZONING ............................................... SR ` ' ` / \ 1 r-, 1! \ ♦• k ,-\ �� \, 3. ALL LOTS SHALL EQUAL OR EXCEED THE MINIMUM DEVELOPMENT STANDARDS OF THE
3 / /' \\ \\5�; / 6 \ S I ♦. \ i' \ DH 251 PITT COUNTY ZONING ORDINANCE.
SMALLEST LOT SIZE ..........12,508 S F ` i 1 4 \' \ 7 5, PG 199 4. SEWAGE DISPOSAL TO BE PROVIDED BY GREENVILLE UTILLITIES COMMISSION.
ACRES IN PARKS, RECREATION �,rovc - \, '� \_.}._ _���' "_�
wa �- AND BOAT LANDING.................1.4 Ail. `\�� ' -, �. �•"" •� �� }1 ``•-- `\ 50 TAR-PAM •�•m•� •`` \\ \`\ 6. ALL UTILITIES SHALL BE UNDERGROUND.
\ 1k �►-3 _ // ♦ \,� 5. EROSION CONTROL PLAN APPROVAL REQUIRED PRIOR TO CONSTRUCTION.
ep• r
RIPARIAN BUFFER \, '\ 7. STORM DRAIN PIPE SIZES ARE APPROXIMATE. FINAL SIZING, GRADES, ETC.
F
Pax wAr 1 \I '`�•�,. �••� I,r �.... ^"�""r '^''�"..� R SHALL BE SUBMITTED WITH CONSTRUCTION PLANS.
1 a
°� Bi7cF �/ +� \--/ / •'`` ♦I_ -- - - ,t. - +'R*a,., \ 1L \ rr ` o\' \ B. DITCHES REQUIRING 48" OR LESS PIPE D[A. SHALL BE PIPED UNLESS WETLAND
' / .��• f_ _ -r- "•�• ''wR s'E'+,• n'W".'wn +"+"""' .-_'.`+. R^'.: _R� , O \, \ri PERMITTING PROHIBITS SUCH.
/ ,.!•'' !: - -__-..-- _ s+ Yfi sit - �R+r \.,r• >, iv \ \/' \
_ 9. STREET LIGHTS TO BE INSTALLED NO MORE THAN 40o' APART.
VICINITY MAP \ /; N ENTRANCE.
- x ✓'e . NCDOT DRIVEWAY PERMIT REQUIRED FOR MAIN
N.T.S.-
/'.^� �2n \ PERMITS REQUIRED FOR INDIVIDUAL LOTS.
.�f _ - '` .,ac"r'1"--" /_^�+--c.',�.- 4 �(,_,YI.7°' r +-. "'rF.'.. -'6;,w-.- - ;r4�,� re!-,r,r,. fry._��.,•,�. , _ "'`; "Tr 44� , ro _ ::_� a ' - `L NA PALAU 1
I;t \ 11. HYDRAULIC ANALYSIS IS REQUIRED.
CASTRO 12. DRIVEWAY PERMIT TO BE APPROVED BY NCDOT PRIOR TO APPROVAL OF CONSTRUCTION
/® ;." af„ �,=,rr"^,-_' rr.."•r,n4sy:`?�v� ,e. : _M`" ,a'::r= .tt. ., 1, °� \ / PLANS BY PITT COUNTY.
60' R/W R/W RESIDENTIAL `,• '� ! %- •+`•�.�,•- - r.'.-,. :` w, ..r',,�ke;::.R. ',;. _ :-sue,\ �\
DB 3514, PG 394 >' .."` x �`.,� _�-"" « . :..:-'•...,rr�,. .,-yr a ' `•;
B-,`b.',:'' -`.:,^..'•� - -y'•^#•„ �q r - _ �C ,+.�,rti �v----.i.•.�r--,.' " _ �i.r .)�,. r r r1 �" n . ,�\ 13. ALL AREAS HAVE BEEN CALCULATED BY COORDINATE GEOMETRY.
16.5' 27' B-B 16.5' MB 74, PG 115 V a * `\ . f"'-�"_".�.- ' \ (4- : '' ,>- ` \• \.'->
✓ / - < a:. `-=„GIRL--_ "-- ' �\ ✓ ��`` ��'';� �;A .'i 14. THIS MAP IS A SURVEY OF AN EXISTING PARCEL OF LAND.
l
PAVING SECTION TO BE 6. 5' 5' 5' PN 40298 � - °� 3r /, _ ;;-_-��-' --- -. \ J�` =
DETERMINED BY CBR TEST I,,• 2:1 /�/.,_=.._r�.'/-.F: -_ �-s- •� �, _� ,y-- .v. \ e_, s+.�,� i = y,an,,�r" __-Tom:'/'v ��'/„-'-~<.. ,.y �-.,: ;> .? \
i q PER FT. $LOPE ZONE NR -r /a/ NE °- r j �, , \ __�, h r/ ,/„• .'_��`'+r `?* ,,x,e,•�." ,, - •,r� •q� lk \ 15. A PORTION OF THIS PROPERTY 1S LOCATED 1N A SPECIAL FLOOD HAZARD
q mmm - - / / �� ,/' / - _ P+ _ pp9 ll `\ _ ".'� `ti7='--,." - l - -iti '
�► ,,.� -, '-r ry,-f,.>",•;r �,-- __yL0_ `\ \- -__-, //// • _ "'!, e \ AREA AS DETERMINED BY THE NATIONAL FLOOD INSURANCE PROGRAM.
r. \-, , /, � 10'WATEflLD' � --. � "` e't"f� r ,� REEF IRM 3720561700J. DATED JAN.2. 2004.
Q(j `\ EASEMENT - .� -J �, .- s-�, S.
SIDEWALK rr , l (4 r :/iii�' _ \ / ,�\ \. \\ 'FS: - \ >" `'>i ,
3'-6" X 0'-4" CONC. /-� ,"�„�", / i, I _,`// \ / `p I W \- �- \ Ipg7 \ 'i�pyq.iy_\ \\ \ _ s- 16. WATER SUPPLY TO BE PROVIDED BY EASTERN PINES WATER CORPORATION.
CABC UNDER CURB / �.�" ^,� ) F .• I{ /// / �h A _ _ Op0 .� \.:J� , \ \\ i�� _ ^t
�r" �r>,�' tJ` //ti / - �• `/ ---__ S / ! , /98 \.-- \\ ti I. 17. ELECTRICAL SUPPLY TO BE PROVIDED BY GREENVILLE UTILITIES COMMISSION.
30" CONCRETE CURB 8 GUTTER •/• _,•�' ,�^- /r »#lf- / r: I / --� (INE 10 / I \�- - ` \ y \N'.°'\-.__ '-i "Is,.
/ ! -U K '+ / /11---ie---- '' / / I \ \ `h- \ \ P X',3e\` ti. au -
(ROLL TYPE) �/' ��` , r r=�",�or; //i/. n - / ` •--' - , \____ __-- '----r---f ____-- \ \ \ ►sA� \ \�`�l\ Y\ \ x, - {'t, l:. I 18. PROPERTY IS LOCATED EPPRTMENT.LY ONE EXISTING
MILES FROM
qJf --.c _ / _y \ \ ,,�� \\ \.- ":P�. FIRE
RURAL FIRE DEPARTMENT. ONE EXISTING
//AMMERHEAD ,/ \\ i /"��__-- I �� �'1\.\1br ^=ter �, "� ^^ /-_I FIRE HYDRANT IS LOCATED ON LANDING CIRCLE APPROXIMATLY
ice.,.. -""'.TURN AROUND - 1 - _ �� �`� �. \ '--'w"a,�,y Y 500'TO THE NEAREST POINT OF PROPOSED LOT 96. ANOTHER
/ 1 ,ir- Z'�%! ,,` •\` \ N.
•: ` w,.,,, :' "- - \ FIRE HYDRANT IN LOCATED AT THE INTERSECTION OF GREAT
1 TYPICAL 27 B/B STREET SECTION / • - rx - _ \, \ -E„
j // z r.�n^a` r` \ zi , \\ FOREST ROAD AND BEECH COVE DRIVE APPROXIMATLEY 1285' TO THE
W/SIDEWALK / / / A II/// �� W✓v/ 'SZ _ \�4 ` `\� °i- 33"� \ SOUTHWESTERN MOST CORNER OF THE PROPERTY.
/// ��� \
(STANDARD TYPE) 4�� _ 19. NO CONSTRUCTION TO BEGIN UNTIL APPROVAL OF AN EROSION AND
/ ,,, ,,,®..y1[ z ,� r lel / A `ANG ' $'SIDEWALK n\ \°^"•°AA.Z`,t-d- Y_�.�- `
N.T.S. /• {/i 1 \I11 / /'� \ `� LYNN - �,,,>_ �__ '� \ v SEDIMENTATION CONTROL PLAN BY THE PITT COUNTY PLANNING DEPARTMENT.
�/ \ 14 w\I (60, RFY 27' BC/ DRI .E- -=-•�_ _------ \ \ �i�'_0-i' 1_a'�i'*,\\\.` \` 100 YEAR / •/ / a ,1{ \ \ \\'ll�l / \ 4 c� \ / HG -POBL - _ �" K 20. NO POINTS SET ALONG DITCH. UNLESS OTHERWISE NOTED.
\ �a / ,' FLOOD LINE
t'ItbTda \} 1\11 41 `EL crRlcaL \
/T///%1//� ,i• •�. � t',1 '+ ,� �+ \ , z_ / ,S 13 38 w EASEME c� � 00 � ///- BFE=17.3 21. ALL ELEVATIONS ARE RELATIVE TO NAD83(2001 ).
/ - �• �. a �, ,_ \ �_ 1��111/ ',�/ �V _ � _- � a It\�\ � �\ �<•, r,�o- = /
- " I 37 ` 13 , `ty`\ 22. THERE ARE 404 WETLANDS ON THE SITE AS SHOWN HEREON.
/ �. ` R i - Yrt T3 Y111 I / / / aN / // , ga ` �.�--\\ \ Z 500 YEAR 23. HOME OWNERS ASSOCIATION IS RESPONSIBLE FOR MAINTENANCE
BENCHMARK / . \ i`rt w w� �, w FLOOD LINE
\ / \ R �k. allil\ / / / h� 1•,� �\ O gtl �0a°\, AND UPKEEP OF RECREATION AREA.
"GRAVE"
`,\ // ./ / 100 YEAR 1 \� �\,.{,13 i I.i4'1 1'I1\\ I /` ' / ' // z- Qo I �`\ `\\ IN
(N) - \V„ ` _
(N) 67425A.13 / / /• / / FLOOD LINE J .,--„ "tiE{ :I D `". I /' / �b I / /' \``. , \ \` r`
E) 2516369.55 \ / / \ \ \ LINE LEGEND
NAD83 (2001) /� /' /.10011'/�"`�1 S / ,.. \\ \ \\\
EL.25.80 ',\ ' a!; �• �/ /./.%/�F�OODEARNE i B �� i,lj "�\\,\�`� ` Ill ` I I'\ 121 �J ♦ \\�Jt\\ 1\\o// I I// 12 i r 27 2 \\ 1 ^\-\\ \\\\ 1\ \ \ - N�j 9e�R PHASE LINE
�I - PSsiw�iweiniwseiaw® LIMITS OF DISTURBANCE
(PUBLISHED) 1 i'
NCGS 742MON "GRAVE" i✓'1 I _-_-_ \ / 28 /il \ \` SILT FENCE F (N) 674253.9608 J-3, 7_` `\ {� 11 mall \ \
NAD835(2009.i480 •'1'" i i / // r-.---- i I < �1 ,\', 11 j I�\4 \ _.- - ��Q'MB1�_ `. __ I // / \ 30,iI 131 `\ 32 33 N°\.E \ ; I \ �\ `-
/ 1 v - I- - _ SAM�NTHA LYNN O'WATERL NE I \ e \
EL.25.62 ,i• i I ��'.
!11 /'Ey_,� 1 I II I I I - r- f60' ° f l' \`� _ n__%S°pFtN'(685 I II \ \ \\ �11G�IC�IG�IG�IG WETLANDS
i \ BC/BC P DRIVI,_.:_ EASEMENT \\ I
W 27 �BLIC) -� - ` ,/ \
500 YEAR FLOOD
\. 50 TAR-PAM / \ E \ \ - �� ---- ' ` t t---"_"_"_"-" 100 YEAR FLOOD
♦ F- / / a! f I r I 1� 1 1 I .'_ s-� �, -'- , t \ g\,� b `, RIPARIAN BUFFER
1?
� ./• / � f-- rj � I I I A I ___ ti - - -_ - /' \ � •-•- 6"PVC SEWER FORCE MAIN
iiV ----
I ♦ t Y l l m;0\ ZONE RR WOODS LINE
''" � ' / n /� / ---- \ --'�, `. \ � \ �y.
'I ' �N75°33'44"E-515.20' I I PN 64189 I I „i , / / / 1/1'
(HORIZONTAL FIELD)
RESIDENTIAL x I I I I �ij- / ,�"✓ / \ 76 I - "--- - N75033'44"E-515.16' I •I, l') 'I ri �1 I/ ' 7 l WETLANDS
(GRID) sa� LINE /
`(
PHASE ,2 I 61 // 62 c t \ 67
I \ \ \ so• \ II \ a r If CM /
% I -� \� Il \ a / / \ \e..'"\ \ \ \ \ / �'� `.. \ EXISTING
/ ZONE RR 150' TAR-PAM `. '''�' ` 0 I / /' 84 85 �, \ \ t I 1 /
1 . is i 1 \ \ 1 / �„ \ \ EN` E / / / •"�= �' BOAT /
/ SANDRA ROSE I RIPARIAN BUFFER a:::>.,,_;,-, ra 1 M G , / /
I .::..,-.., FlP \ / / r ,r ' r .. LANDING r �
HARDEE PAYNE �•'s.-;�....--,��' } \ \ �t \ \ w\ ,,, „.,• E..� .\ � o t s . 71-2.,~
MB 76, PG 29 \ w:_.:,,:: <.` 'Y` t I I \ \ \ �! , / IN $' \ / /� r 1 I I✓ 'T+ I .?:F• ''/ -- - / .n m / \
i PN 17728 I ZONE RR I `� ti.,: I�11F \\ \ \ 4 \ _ _\� \ -:> 1 I i tr�f l
/ I III '\ t. r 1 l'.°. ' \ _ \ _ _ �.- .✓''
/ I RESIDENTIAL I KRISTEN H. GONZALEZ i�a`llsrl 1 �\ _ / P �\ \ S � rr ,��Xss\\\ \ ♦/ � �{� r � l l`\
_ \'\� / fir^ `\ \ ♦ v \\\ a nt - \
MB 76, PG 29 \ 1..: : 1Et 1 i \ \ \ p, \ \\ Q,P \a / 4. , EASEMENTt. ,` \'♦
/• i. II':',i`,`,. t:.`•X;f1.- `~\ t l c?\ \ ,O APE \ F'20% «6� A-INIrGE '. \ \ \ 1 _ _ _ >.'•:;`=\ .\\ \ _ ;'t::: \
/ / I PN 81486 I '\ \,..._Y.�� O � y v s fr' / 55 20'DR a / . / ;�;'' '' \. � �t;�r#,_� �"-'
" \ /• I I fa-;,,:r,\y �._ � r T S "� F, \ s Oq �. � - !y O �7 I I % / ' ,^
a I - ----__I RESIDENTIAL "`°7 P \/ F 73 F a
-
/ - -
/ I' / 10' LANDSCAPING \ ` 1o'WATERLINE �''� ' _=-°Mg< ` jk1 If I ,d�� �`-..,I ,� " ' _ "-- y�e'' yf�-
\ , , ., ^46 33" W 265. 36' `_�. 1f y.,. �`���``-\v \\ ,E\,6045 ,.v'/ ' ,EASEMENT /(Fi FJ -'c-_ \\ 1� �'� •/i/ d>}„".f.� a ✓"x3 :�.r. '-'.c. X "'=:y'Yii ��= ,✓ +a;. f,. ' l \
N 10 54 28 W 528.62 BUFFER EASEMENT N 15 �t.1.� \ \o' �� / CY _ _ \ / „-�w-.•,.,_. , -,.•=- \ x
-------� ---- - -.a a�+� .� L �., _w{� \\ \ y I / \ Y /_ / /// c� �__�� I I '� l „'.'�Fl,.+;� �• \ ,�P'�... �, /�, '. \ I I -`------- -r1 _-- ,(� - - -'ZA 1
RI / / i 1 ® DAB ---//i / ��- 1\ ^1 9 �2 66 I / / /' 3~ - 53 /¢//I �v--\\:+s• / / /
r' _ - --- a m A'
I I I /' iJ'n-___ w \ •i _a / / �•- _, ,,\� 1 I O /i II / 1 /� li ,7,•\i'_' -+Ji '+y .,,�. / // ,c/ r.00
\i �1 / ' l 4 /' -sr/ 0 I Irl•� 4rl'`r ` _
/ ,t
I I / ' _ i \y� r # '' " "i / \ 1� \ \v✓/�'� f.•�.%.,/ - / / '\'9/- \ "N,
\ // '' Il � I II\ I\I-Iil/__
t - a r \ t \- �_ I\ I ✓ • \ � .�F
�DA2 i , ---p h ow I i % i - \` - I �2 57 I / �. _ �I 5i7 iA7LPAM
/ a = A� I 71 1- ¢// // / d- R PAR B
I II j IDII P2 e1 \\ wE3 7 / b O f i \ /� w D cASEM / / w \
_ \ \ m / I eC - Ix m 4 / I I � / � r � U�FE6f / .�.
pa �a 9 cr/ /)Is d-Jlillll
I i c /¢ r . � \ c��1 �'c>-, _ "°_' z / 1 _ /•�\ \
\ i--_ \, _ \ \ \\� \ Ci �.w Ci m / /�. IF1 I �y ` - (�¢^(\��� \ / •r" • '•\
\ \ / 1 # k, I T' - 0 � Cam/
DA5 / EY i 14 �� �F Y qm 58 W� _ / \ I /
(� ' p r \
/ Y71 w 1 20'DRAINAGE Il/ " ," /^ - % ``<., _ -i\ \ i I ' / / to'¢LEcrR I,gAL ,L\1� O �m y /- •i/1q' / ) 'i �i, �i \ \ \ `/r\\ A15 \ \ (
w 1 O D EASEMENT / 1 y.� / `'\ w \ '\ \ 1 1 EASEMENT / / •" +` /
41
( Y� I 1 °� 61 60 ^7 d r'ir• '//,/ ! r///� �i 1 \ \ J l / `*\ 1a ` Sr\ \ f \
\ u ! \ `^ \, u / \ a .\ S':,J g I / ..r W N / �_� / - 1 ( ` \ _ •'\
7 6 JO ` �m� /' a / �\ TENy'I :..• - 1 1 I I \ 1 \r/ � Q-'�` � I ` \ Il �s `\ I a \1 \ \ \ l t
,\Nm(\1 4• / / f• / �N SSE. d� 1 14 p�`y 1\I I ` �(� \\@1 II .t.,, // / \ \ \ \`\ _.% I i\•� ••\•1\ N II I \ `, - \IO-- '-.. `\\ 1 I I\7,_iV/ r` / 0• 50
I o T m IEX.GRAVEk DRIVE`). p�°T - \ 'a,; \ I I v 10' o' / 4
1 I TO BE REMOVED CJ U DA / r DAB P �15 �� Qy\ \ 1 EASEMENT 4 tld _ ,(
I \ y- ow .` \\ I'1 / 4 / Sk6HT TRyy��,,NGLE/ ^' ,o l �� \\\�-• / )II I \
1 TYP)AL,1'N ER�. �5'SIDEWAK '�" / / B// / \ 6g, 2�4 \ Tom.°\-., '� \'� •� '
r'----_ dm--- I`\ III \ �E.Q /"..�'� , _ �� \ •�•'\
�! z /\ II 1 ,/ - F•mm - / amm\ ~Nw \ \ ft-It\` \\ �, \-TIT- i / --\ \\\_ mil,
m \ \ j Ir
FE �9.83 FE- 21 F 7.6 F .26. 71 'R TYP n51 _NI.
\
i IO•II DA1 + � • E-2 __--"n ♦ �4_1,n - (I- - i 7 ''OF / t I / III ,�_�e,= / / / I f
/ CH ♦ l-- :. I Y FEI�I1 .SfiX
' C \ / / / / '1 O'WATERL14 '^ `\
\x� 17 >` I `EASEMENT / \ �m / BEFORE YO Tr,, •
- _ / i° / =2 ° / - / a� NT �NE CALL
I 1 - _ 7 W _ ti / /
o
," 1---- -�- DA4 ----� - E ---- (6uEF�w z7' B'DRIP e�lc)�F )\ T \ -- ----- ------ -- - ------ --\ -(- i,' h �'� �` 43y /��/ ,' ti ZONE RR
1 1
Cli
-- - -- - _ I / DA20 / t----------- I---� \� \- f �. I ¢ // RONALD WESLEY HOAG o0
I`i 1 EX. BUILDING 8 r- / / \ >t \ ( I/P � / �
il;l / CONCRETE TO BE �' '�� \ I'-=- e / / / / , 1 1 u l4� -
• � I II �1� REMOVED O \ . \ f`<I i/ ! // TERESINA DRIVE 10'waEERLI \\\ -` \ // .�/ Y r' // DB 110, PG 823 1
- �/ W �7
// 1 16 19 D \ \ Y / / / / 2 3 60' RW 27' BC/BC PUBL I 7 35 EASEMENT 8 5 \
d�J I I 6j O I 21 22 24 \\ ( 2 \ \ ` \j,t T '� / / 30 31 \ �401
/ / ✓�
�` \ \ J J' PN 36060 Q
i /QI 17 18 7 36 \ I z,x 41 /
O PHASE- 7 1 \ \ \�'\\ \y `� - // // / 34 I I I ', 1 / / (OR 1-BOO-632-4949)
/ 1 S 1 ..� �1y \ \ \ 1 -C P. ��. 1 I 1 \ HAMMERHE D I I I I /, I d ,. m A/ /
_ _ - - _ IT S THE LAW.
\ A11 (TYPI 2 AI
DA11� \ � 1 \ /'/ \\ ) �� 11 I /11 if /"Irp `I I ..m
\ kD / L' \ TURN ARO ND ASEMENt 7 � c
__-.-.--1 I _- 1 _ 4 \\ \\ \\ D B / Q'DR N.pCE N. 1� A/Ij I � Q3 eou 1 ' /
I L86 L85 _ R E V I S I O N S
__ - ,•..
%i"\ _ /L84 - \tit/�� �l \ \ \ L -L7E L75 L7 S 1 i CEI S 11°0!5 46' E 382. 4 / BY NO. DATE DESCRIPTION
-__--__L_-_-_--- _
---r---------��---- - 9 /r /L 1 1\ ' �c �9 11885209 Er { �\ DM 1 10/4/19 ADD WOODS LINE
ICI Lk eE-- . _-,_-__ C /1 6�\ \\ i ---- ` ------�-- l -JE/l---------
i �- ---_-_-___-____ ^i .�- - t-+.ice.."'NW a_--____ /--------------_ --I--FV•)_ _-_-_- _�- - \ - __ _ _ r- RAB 2 t2/70/t9 LOD CLARIFICATION
LINE SCHEDULE ZONE RR PN 84889
UMBERTO G.FANTANA
LINE SCHEDULE LEGEND COMPOSITE EROSION CONTROL PLAN
TO
i /I\ DB 2515. PG 199
Line Bearing Distance Line Bearing Distance Line Bearing Distance PN 06922 FE= FINISH ELEVATION
\I o TO RESIDENTIAL SF= SQUARE FEET
I I I Li S 78°42'24" W 97.03' L26 N 04°58�25" E 75.92' L51 N 16°07'46" W 0.24' MBL= MINIMUM BUILDING LINE T T Tj �1 I (-�1 LAND
1 T� �j' /y
L2 S 59°51'06" W 97.03' L26 N 21°18 54 W 75.92' L51 N 15°49'41" E 10.24' MH= MANHOLE I�JI JIIL�'� N�1J LOJ L/�® 11 JIIVII JIIL 11 p�.l-I i - L3 S 51°00'58" W 23.12' L27 N 59°t2'33" W 77.43' L52 N 49°10'00" E 65.15' Line Bearing Distance C8= CATCH BASIN
1_4 S 25°47'44" W 48.42' L28 N 20D56'44" W i 77.45' L53 N 16°45'45" E 35.05' L74 S 09°56'06" E 67.43' DI= DROP INLET L5 S 52°14'13" W 61.93' L29 N 00°09'06" E 74.36' L54 N 61017'14" E 49.56' L75 S 09°51'14" E 123.96' FES= FLARED END SECTION
' FH= FIRE HYDRANT PHASE 1
L6 S 81°45'33" W 83.13' L30 N 31°39'55' W 29.36' L55 N 36°03'OS" E 38.02' L76 S 1i°32'35" E 131.01' RED= REDDUCER
L7 N 85°19'29" W 37.78' L31 N 07°24'30" E 163.61' L56 N 12°49'03" E 69.51, L77 S 12°50'16" E 175.78' R= RADIUS
LB S 56°01'26" W 78.18' L32 N 18°47'50" W 91.40' L57 N 01°29'55" W 52.67' L78 S 15°49'02" E 129.61' GV= GATE VALVE , 1N111111OpT1... , GRIMELAND TOWNSHIP PITT COUNTY NORTHCAROLINA
L9 N 83026'21" W 24.10' L33 N 44°17'50" E 17.70' L58 N 50°01'35" E 19.15' L79 S 16°54'00" E B5.50' PN= PIN NUMBER r.`1`6p,RO4/�,,���
L10 S 56°56'36" W 9.25' L34 N 06°07'25" W 28.77' L59 N 67°29'21" E 69.81' L80 S 12°03'45" E 78.33' �.t.,•SgiUNq 9 BILL CLARK HOMES
1_11 S 84001'14" W 14.72' L35 N 46°12'33" W 41.44' L60 N 45°55'23" E 37.69' L81 S 08°36'27" E 308.58' �,'.,'� <•'. OWNER: OF GREENVILLE,LLC
L12 S 59°39'59" W 9.63' L36 N 11°06 19" W 137.40' L61 N 64°57'37" E 82.77' L82 S 06Q59'29" E 133.35' Q' 200 E. ARLINGTON BLVD.
L13 N 59°01'57" W 19.85, L37 N 00°58'32" W 33.32' L62 N 53°22'58" E 80.07' L83 S 08°31'20" E 161.20' = O%4 �f\ ADDRESS: SUITE A
L14 S 38°20'S7" W 71.62' L38 N 15°48'08" E 15.12' L63 N 52'09'55" E 113.81' L84 5 09°34'37" E 153.80, ,'
L15 S 49°22'38" W 31.64' L39 N 59009'55" E 14.88' L64 N 40°29'55" E 78.79' L85 S 10'12'46" E 105.41' GREENVILLE, NC 27858
L16 N 60:22'14" W 28.43' L40 N 03034'13" E 18.52' L65 N 32°04'21" E 59.81, 100 50 0 100 i0G L86 S 10*40'04" E 98.10, Q ? PHONE: [phone]
L17 N 7545'53" W 48.31, L41 N 29011'16" W 50.60' L66 N 39°38'40" E 17.02' L87 S 11°28'29" E 173.36'
L18 S 76°35'13" W 24.82' L42 N 19°41'20" W 45.05' L67 N 39°32'29" E 57.55' - L88 S 05Q12'06" E 25.79' %,,-.EN6)N'� ,�� DESIGNED; DATE:
L19 N 73°03'21" W 58.10' L43 N 49019'36" E 69.66' L68 N 26'42'36" E 71.37' '••/ Ae 1Q.1,a`'� RAB 9/4/19
PROJECT N0. : P1622-002 L20 N 62°06'21" W 124:21' L44 N 27002'20" E 33.09' L69 N 313,05'46" E 26.75' SIROUD ENGINEERING, P.A.
DRAWN: D SCALE:
L21 N 16° 14' 25" W 28.40' L45 N 03° 05' 02" E 23. 78' L71 N 27634' 11 " E 29.26'65' GRAPHIC SCALE: 1 100' -� �� 107-8 COMMERCE STREET RA 1 "=100' I
L23 S 88°31'27" W 31 82 L47 N 09°15'40" W 13.75' L71 N 42°53'45" E 37.26' �GII� fL9 GREENVILLE. NORTH CAROL IRA 27858 APPROVED:
DRAWING NO.: 002 L23 N 47032'30" W 37.82' L48 N 45°25'49" W 33.55' L73 N 32c39'01" E 28.01' ��r- t2521756-9652 SHEET OF 4
L24 N 23°15'30" W 40.40' L48 N 82°24'47" W 33.96' L73 N 32°39'10" E 28.01' RICHARD A. BROWN, P.E. LICENSENG.Coeg7 RAB

NORTu
C
PHASE -1
i LINE LEGEND
I
V%sm9�9�mR5A-RMRfimR=Rmcm PHASE LINE
LIMITS OF DISTURBANCE
��- SILT FENCE
WETLANDS
— — — — — — — — — — 500 YEAR FLOOD
—•—•—•—•—•—•—•—•--- 100 YEAR FLOOD
• 6"PVC SEWER FORCE MAIN
WOODS LINE
PROJECT NO.: P1622-002
.,, 1 1 T\ 1 1 \. t '\
\------------- •
i
/
/
/
/
/
,
,
,
I
J
I
,
I
'
I
CI
J \ t': w+x �J I W
\ ' MM
/ I �� .* El /
I J, '/-
/.♦
:r I i
�� 1♦
♦� .� v`v°Y "�`.-Wes...; N. '-C:"/� /v / / � "`. � � \ \
sz
- - - - - - - - -
---
�a �y ,
5
46�
tee,'
BEFORE YOU DIG:
NC ONE CALL
(TOLL FREE?
0
(OR 1-800-632-49491
IT'S THE LAW:
R E V I S I O N S
BY
NO.
DM
1
11014/19
ADD WOODS LINE
RAB
2
12/10/19
LOD CLARIFICATION
UENERAL GRADING, DRAINAGE, EROSION
AND SEDIMENTATION CONTROL PLAN
LUKE'S LANDING
PHASE I
GRIMEL AND TOWNSHIP PITT COUNTY
OWNER: BILL CLARK HOMES
OF GREENVILLE,LLC
ADDRESS:2O0 E. ARLINGTON BLVD.
SUITE A
GREENVILLE, NC 27858
PHONE: [phone]
SIGNED:RAB
NORTHCAROLINA
TE:
9/Q/19
ALE:
DRAWING NO.: 003
GRAPHIC SCALE. 1"= so'
D1rUADn A ovnueni n r
STROUD ENCINEERINC, P.A
IF107-9 COWERCE STREET
GREENVILLE. NORTH CAROL INA 27858
:2521 756-9352
LICEREE NO.C-0Ee7
D:
RAB
SHEET 2 OF 4

100 YEAR
FLOOD
NORTCCH SIG vt
yLL
Sh �Ic -8JK-
DB 2515. P--- 9--- (U V � vRIPRAP'
FLOOD
`\ \\\`,,y�`*��'�G.'=vliaG'�LNG .�G-vG'
RIPARIA ,`% �„,,, _.,. ���
,+_.,,.,.�. r .
'-,BUFFER %%,"- ' - .
SILT FENCE 7
8 � J4 `a SL �L
♦ �, % _ ` [�
EMERGENCY`
SPILLWAY '�- 7
P$ k
,\L�c
,
,
,
I
RIPRAA I
L =10'
W=6'
D=1
I
10'ELECTRIC
EASEMENT RIPRAP
L=12'—
W=8'
6" FORCEMM[ D=1'
,
`\ N-1
STORM\WATE
DETEI�\'TION
POND #I
v
d
,
,
,
,
,
CB
----------- ,
Z \
—�- - -
I
T—T�TC
----��—-- -- --------`--1--'---'--
TERESINA DRIVE
10'WATERLINE 60 RW 27 / BC/BC PUBL I C )
EASEMENT
PROJECT NO.: P1622-002
DRAWING NO.: 004
EL=23.0
Q 10 YEAR EL=22.49
EXIST.
CENTERLINE
STREAM=12.50
14 J/ \L
- - - - 7-)4"
RADE SWALE FROM END
OF RIP RAP TO DAYLIGHT
°ill[• - AT EL=14.0'
ZONE 1
CD 1ST RIPRAP
Ir1 - I� W=8 ,
ATTACH POLY LINE B/W
SKIMMER HEAD AND FLOAT
ADJUST LENGTH TO ACHIEVE
0.5' DISTANCE FROM WATER
TO CENTROID OF ORIFICE
FLOAT TETHER FLOAT TO BERM
i WITH POLY LINE TO ENABLE
SKIMMER MAINTENANCE
D-1 I / OVERFLOW WEIR IN BERM OR
_ _ _______ �___I IyFES-5 1-TEMPORARY {..._..........._:. OUTLET STRUCTURE CONTROLS
11
WETLANDS 0.5' TEMPORARY POOL ELEVATION
> _ `I LINE
o ZONE 2 - - INv_14.BD _.-. PERMANENT POOL
- 1......................:..
--18--_-__� IMPACT 0.5 COUPLING 4" PVC TO OUTFALL
LINE DESIGN + OR OUTLET STRUCTURE
RIPARIAN_.
BUFFER �♦ �\`
,
STORAGE SEE DETAIL
VOLUME 4" PVC INVERT CONTROLS
10 LF 4" PVC SKIMMER PERMANENT POOL ELEVATION
ARM BETWEEN COUPLING
AND SKIMMER HEAD
SKIMMER HEAD
SEE DETAIL
SKIMMER ASSEMBLY DETAIL �1
\\-)
OS-1 —� PPE @ POND=15.0
LIt_\ THROUGH BOLTED
" WETLAND AND RIPARIAN STAINLESS STEEL EYE
\ �. `\ '♦`` BUFFER IMPACT AREAS FOR FLOAT ATTACHMENT
SECURE CLOTH AROUND
WETLANDS IMPACT 311 SF 0.007 AC
\ ♦ ,\'. l
vrs. RIPARIAN BUFFER IMPACT 821 SF 0.019 AC SKIMMER HEAD WITH A
ZONE 1 = 420 SF STAINLESS STEEL PIPE CLAMP
` ZONE 2 = 401 SF
4 PVC SKIMMER ARM
SCALE: 1'=20'
4" PVC CAP W/2"ORIFICE
DRILLED IN CENTER
�' `
' FLATTEN INTO DUCKBILL GALVANIZED WIRE CLOTH
SHAPE 0.75' FROM END TRASH SCREEN OVER PVC CAP
OF CAP WITH CABLE TIES MAXIMUM WIRE SPACING 1/2"
` ♦ 2V
SKIMMER HEAD DETAIL %2�
3
I
\ \ \\ \\ GENERAL NOTES SCALE: N.T.S.
Planting seasons:
• Trees /Shrubs OCT CO DUNE EXTEND B GAUGE WIRE TO BASIN SIDE OR INSTALL
\ DRAPE BAFFLE MATERIAL OVER WIRE STRAND T-POST TO ANCHOR BAFFLE TO SIDE OF BASIN AND
` \ • \ \ \ • Herbaceous Plants Shallow Land OCT to NNE AND SECURE WITH PLASTIC TIES AT POSTS AND SECURE 10 VERTICAL POST.
� ♦ \♦ \ ( ) ON WIRE EVERY 12" 4'MAX.
• Herbaceous Plants (Shallow Water) APRIL to JUNE (recommended)
MID-SEPT to MID-OCT
` `.\ ` ' ' )\ ♦ .\ \ 9 GAUGE MIN. HIGH 1
\ \ \ * \ • C1rBSSCS YEAR ROUND TENSION WIRE STRAND L
A. \' ! \ SHALL T SECURED VARIABLE DEPTH
TO POST TO SUPPORT �
\ Planting out of season is not recommended. If construction schedule and planting BAFFLE MATERIAL M
schedule do not correspond, stabilize banks (Upland Area and Shallow Land) with
appropriate temporary cover crop and erosion control matting until appropriate planting U U U SECURE BOTTOM OF BAFFLE TO GROUND
\ \ \ \ \ season. BAFFLE MATERIAL WITH 12" STAPLES A 12" MAXIMUM SPACING.
BAFFLE MATERIAL
P\U M P \\ S T A Plants should be installed as large drifts (i.e., masses of a single species) within their
respective planting areas. Overlapping or weaving of the planting area edges is GAUGE
11
recommended. LANDSCAPING STAPLE
.IF THE TEMPORARY SEDIMENT BASIN WILL BE
\ I CONVERTED TO A PERMANENT STORMWATER BASIN
All plants shall be directly descended from individuals growing wild within 100 miles Of OF GREATER DEPTH, THE BAFFLE HEIGHT SHOULD BE
BASED ON THE POOL DEPTH DURING USE AS A
the project site. If suitable stock cannot be obtained, plants of other genetic provenances TEMPORARY SEDIMENT BASIN.
may be utilized with the approval of the local regulatory agencies. EL I'
INSTALL THREE (3)CDR FIBER BAFFLES IN BASINS I S-0 �DEP71
\ \ \ , \ \ `- Irrigation may be necessary for Shallow Land and Water zones if prolonged drought AT DRAINAGE OUTLETS WITH A SPACING OF 1/4 THE
1
draws water levels 6" or more below normal pool during first summer following plant BASIN LENGTH. TWO (2) COIR FIBER BAFFLES CAN BE BAFFLE MATERIAL SHOULD BE SECURED
/ INSTALLED IN THE BASINS LESS THAN 20 FT. IN LENGTH TO THE BOTTOM AND SIDES OFBASIN
\ I , installation. P IN OF 1/3 THE BASIN LENGTH USING 12" LANDSCAPE STAPLES.
N
WITH AS AC G .
--�
1 C�D
Trees must be identified in the field for easy maintenance after placement in Shallow
♦
t- .\ , 1 l
Land Area.
I
POROUS BAFFLE DETAIL g
r I r \
DO NOT PLANT CATTAILS. Cattails, although a wetland plant, provide a haven for
3
_ _
♦`�
mosquitoes and will take over and crowd out other vital vegetation.
_
_
771
MANHOLE TOP
INLET PROTECTION
TYP.EACH BASIN
Q PERMANENT POOL EL=15.0
VEG.SHELF
6' BOTTOM EL=10.0
\90000°O��ClO0�0°O� g 1' SEDIMENT STORAGE g(;O0O O?dDgO0F O?.O� / EL=9.0
-°-----------------------------------�0-/
EXCAVATE FORBAY BOTTOM TO ELEVATION 9.0y
TO ALLOW FOR SEDIMENT STORAGE DURING
CONSTRUCTION
SECTION A -A
VERT: 5/1
TOP OF BANK
EL=23.0
MANHOLE TOP
I �
I L
12"ORIFDICE
24"RCP I �r
14.3'
13.3 12• colic. SLAB
12"COMPACTED STONE
20 10 0 20 40
GRAPH I C SCALE: 1 "= 20'
0
EMERGENCY SPILLWAI
RIPRAP WITH LINER
ROCK INLET
PROTECTION
(2'TALL x
4'W x 4'L)
12"COMPACTE
STONE
#57HSTTONE
RIP RAP
4"DIA.PVC
W/CAP DRILLED 6:1
W/2"DIA. ORIFICE
VEGETATIVE SHELF
OUTLET STRUCTURE DETAIL i
12"D
23.0
#4 REBAR 12"O.C.
EACH WAY
15.0
PERM. POOL
BEFORE YOU DIG°
NC ONE CALL
(TOLL FREE)
Fe
OR 1-800-632-4949)
IT'S THE LAW;
PLANTS FOR SUBMERGED AND PARTIALLY
SUBMERGED VEGETATIVE SHELVES
Botanical Name
Common Name
Asclepias incarnara
Swamp Milkweed
Carex tenera
Quill sedge
Chelone glabra
White Turtlehead
Eupatoriadelphus dubius
Dwarf Joe Pye Weed
Eupatoriadelphus fistulosus
Joe Pye Weed
Eupatoriadelphus maculatus
Spotted trumpetweed
Hibiscus coccineus
Scarlet rose mallow
Hibiscus laevis
Halberdleaf rosemallow
Kosteletzkya virginica
Seashore Mallow
Lobelia cardinalis
Cardinal flower
Lobella elongates
Longleaf lobelia
Lobella siphilitica
Great blue Lobelia
Rhynchospora colorata
Starrush whitetop
Saccharum baldwinii
Norrow plumegrass
THE FOLLOWING CRITERIA APPLY TO VEGETATION IN AND AROUND THE WET POND:
(a) THE DAM STRUCTURE, INCLUDING FRONT AND BACK EMBANKMENT SLOPES OF
THE POND SHALL BE VEGETATED WITH NON -CLUMPING TURF GRASS: TREES
AND WOODY SHRUBS SHALL NOT BE ALLOWED:
(b) THE VEGETATED SHELF SHALL BE PLANTED WITH A MINIMUM OF THREE DIVERSE
SPECIES OF HERBACEOUS, NATIVE VEGETATION AT A MINIMUM DENSITY OF
50 PLANTS PER 200 SQUARE FEET OF SHELF AREA.
GENERAL NOTES:
-TOPSOIL FROM THE SITE WILL BE SPREAD ACROSS THE SHALLOW WATER
AND SHALLOW LAND ZONES PRIOR TO PLACEMENT OF PLANTS.
-SHRUBS SHOULD BE PLANTED IN CLUMPS TO FORM "LANDSCAPE ISLANDS"
RATHER THAN EVENLY SPACED. THE ISLANDS SHOULD BE A MINIMUM OF
6' APART.
-NO SHRUBS SHOULD BE PLANTED WITHIN 10 FEET OF THE INLET OR OUTLET
PIPES.
SOIL SPECIFICATIONS
SOILS USED WITHIN A STORMWATER BMP MUST ADHERE TO THE FOLLOWING REQUIREMENTS:
1.THE SOIL MIX MUST BE UNIFORM AND FREE OF STONES, STUMPS, ROOTS, OR OTHER
SIMILAR MATERIAL GREATER THAN 2 INCHES.
2.SOIL TEXTURE OF THE MIX USED FOR STORMWATER WETLANDS SHOULD BE LOAMY SAND,
WITH NO MORE THAN 10% CLAY (USDA SOIL TEXTURAL CLASSIFICATION).
3.A MINIMUM ORGANIC CONTENT OF 10% BY DRY WEIGHT FOR AREAS PLANTED WITH WOODY
SPECIES AND 5% FOR TURF AREAS.
4.THE PH SHOULD BE BETWEEN 5.5 AND 7.0. IF THE PH FALLS OUTSIDE OF THIS RANGE,
IT MAY BE MODIFIED WITH LIME TO INCREASE THE PH OR IRON SULFATE AND SULFUR TO
LOWER THE PH. THE LIME OR IRON SULFATE MUST BE MIXED UNIFORMLY INTO THE SOIL
PRIOR TO USE.
5.TOPSOIL STOCKPILE LOCATION (IF USING ON -SITE SOILS) OR SOURCE OF TOPSIOL IF
IMPORTED TO THE SITE. SOIL ANALYSIS FOR ALL TOPSOIL TO BE USED WITHIN A BMP
FACILITY.
PLANTING SPECIFICATIONS:
-FOR EROSION CONTROL PLANTING AND BANK STABILIZATION (UPLAND AREA) FOLLOW EROSION
CONTROL SEEDING SCHEDULE.
-UTILIZE A 90-DAY SLOW RELEASE FERTILIZER TABLET FOR PLANTS.
-PLACE 3 OR 4 INCHES OF QUALITY TOPSOIL TO THE SHALLOW LAND AND SHALLOW WATER REGIONS.
THE PROJECT CAN UTILIZE THE EXISTING TOPSOIL BY STOCK PILING ON SITE AND AMENDING
SOIL AS NECESSARY BASED ON SOIL ANALYSIS RESULTS.
-THE DETENTION POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION,
CONSIDER CONSTRUCTION SEQUENCING SO THAT PLANTS CAN BE PLANTED AND THE POND
CAN BE BROUGHT ONLINE WITHIN 14 DAYS.
VEGETATION
SCHEDULE
----- ----
-----------
#PLANTS OF
SO. FT. IN
PLANT
CATEGORY IN
SHELF AREA
CATEGORY
SHELF AREA
1,623 SQ.FT.
HERBACEOUS PLANTS
406
PLANT REQUIREMENTS:
SELECT PLANTS FROM THE WETLAND PLANT LIST ABOVE.
A MINIMUM OF TEN (10) DIFFERENT SPECIES, WITH NO MORE THAN
30% OF A SINGLE SPECIES.
A MINIMUM TWO-YEAR WARRANTY PERIOD STIPULATING REQUIREMENTS
FOR PLANT SURVIVAL/REPLACEMENT. AT THE END OF THE FIRST YEAR
AND AGAIN AT THE END OF THE TWO-YEAR WARRANTY PERIOD. ALL
PLANTS THAT DO NOT SURVIVE MUST BE REPLACED.
THE DESIGN FOR PLANTINGS SHALL MINIMIZE THE NEED FOR HERBICIDES,
FERTILIZERS. PESITICIDES, OR SOIL AMENDMENTS AT ANY TIME BEFORE,
DURING AND AFTER CONSTRUCTION AND ON A LONG TERM BASIS. PLANTINGS
SHALL BE DESIGNED TO MINIMIZE THE NEED FOR MOWING, PRUNING AND
IRRIGATION.
PLANT MATERIAL SHOULD BE PURCHASED FROM A SIMILAR PROVENANCE OR
LOCAL SOURCE TO ENSURE SURVIVABILITY.
rC.
Za $6,bp,6
a
D
ENG`C�C��
RICHARD A. BROWN. P.E.
R E V I S 1 0 N S

DIMENSIONS AND QUANITIES FOR BRICK CATCH BASINS AND DROP INLETS
DIMENSION OF BOX AND PIPE
COVER
DIMENSIONS
REINFORCEMENT
CUBIC YARDS OF
CONCRETE IN BOX
BRICK MASONARY
PIPE ISPAN
WIDTH
WIDTH
SPAN
HEIGHT
HEIGHT
BARS-U
BARS-V
BARS-W
I TOTAIJ
H1
D
A
B
C
G
MIN.H1
H2
E--
F--
NO.
LENGTH
NO.
LENGTH
NO.
LENGTH
LBS
TOP SLAB
FLOOR TOTAL
CU. YDS
PER FT. OF HEIGHT
15
3'-0"
2'-2"
---
---
2'-6"
---
--
----
--
----
--
----
--
--
0.281 0.281
0.802
0.321
18"
---
---
2'-10"
---
---
---
--
----
--
----
--
----
--
--
0.281 0.281
0.909
ABOVE
24"
---
---
3'-4"
---
---
---
--
----
--
----
--
----
--
--
0.281 0.281
1.070
MINIMUM H1
30"
3'-4"
---
3'-2"
---
1'-10"
4'-4"
4
1'-6"
3
4'-1"
3
4'-1"
45
0.147
0.374 0.521
1.306
36"
3'-10"
---
3'-8"
1
2'-4"
4'-4"
1 4
2'-0"
4
1 4'-1"
3
1 4'-1"
1 49
1 0.187
1 0.415 0.602
1.586
0.321
42"
---
4'-5"
4'-4"
2'-1"
3'-6"
4
1'-9"
3
3'-3"
3
3'-3"
1 38
1 0.135
1 0.373 0.508
1.811
ABOVE
48"
---
5'-5"
4'-10"
2'-8"
3'-6
4
2'-6"
4
3'-3"
3
3'-3"
40
0.173
0.410 0.583
2.146
H2
54"
3'-0"
2'-2"
---
5'-7"
5'-4"
3'-3"
3`6"
4
3'-0"
6
3' _3
3
3'-3"
48
0.211
0.448 0.659
2.510
\\ 12" DIAMETER WATTLE FILLED
\\\ / / / WOODEN STAKE ANCHORING ITH STRAW STONE MULCH
THE WATTLE OR SIMILAR PRODUCT
FILTER FABRIC R CLASS 1 RIP RAP / HEADWALL CHANNEL GRADE LINE
I-
iii
//////llllllll (l!l (✓j%, 28' B/B
!_ �f57 WASHED STONE. 1' THICK X 3' HIGH MIN.
-11i ITI-- ICI -III--
MAINTENANCE: Li °p o
REMOVE SEDIMENT & RESTORE THE SEDIMENT �� / / / \ \\ -�1 H III
-II
II=11
STORAGE AREA TO ITS ORIGINAL DIMENSION 3 o O O 0 ROLL TYPE CURB 5 `TOP -r- I --I � 11 i lTl� I=''
FRAME. WHEN SEDIMENT HAS ACCUMULATED TO 1/2 / oo Q g O &GUTTER
DESIGN DEPTH Of THE TRAP. °°°° 0 O PROFILE VIEW NOTES`
r' GRATE 8 HOOD PLAN VIEW NOTESr QOoo SWALE PROTECTION
FRAME, GRATE X IF EXCAVATED STORAGE AREA IS USED AS ° ° 1. WATTLES SHALL BE FILLED WITH STRAW OR OTHER APPROVED
& H000 _}_ TEMPORARY SEDIMENT TRAP. THE DESIGN CRITERIA ° BO o w - MATERIAL.
N N ,,, BACK OF CLIMB FOR TEMPORARY SEDIMENT TRAP MUST BE SATISFIED. o 0 2"-3" COARSE AGGREGATE
'- - - - - -' - - _ ANY R[P-RAP DISPLACED FROM ,n o Oo O 6" DEPTH OVER GEOTEXT ILE \ / �II O 2. SPACING FOR WATTLES SHALL BE DETERMINED BY THE SITE
" • THE STONE HORSESHOE MUST ° o ° LINER Q F S� WITH DRAW STONEL MULFILLED ENGINEER.
BACK OF CUR ° SILT ���
X� B �I'-, B 8 8" 8' BE REPLACED IMMEDIATELY. O QOOQ FENCE Op OR SIMILAR PRODUCT 3. WATTLES MAY BE USED FOR PROTECTION OF CATCH BASINS AND
N Y - - . - ... _ y, o /�� �II F RESIDENTIAL BACK LOT DRAINAGE SWALES. WATTLES ARE NOT TO BE
B ;; �` MAX DI RIP RAP HEADWALL 1(1' MIN HEIGHT o o a'
_ E N USED IN DRAINAGE DITCHES OR SIMILAR.
Y = = G } B FROM ROAD SHOULDER). o 0 XISTING CURB WWTENANCE
B 8 ~ p MINIMUM b r� v -1 I NATURAL 1 1 o O 11~-PAVVEMENTEND OF X[ST. z� q,
�_ 3 0 0 ° ~ EXISTING GRATE INLET
►'
1. INSPECT WATTLES,,AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
{( � r. GROUND > .' .� ROADWAY RAINFALL EVENT (l� INCH OR MORE).
to PLAN
�" III_IIIII„ (o a( FLOW I I IJ�-Ex[Sr.cURe a 2• SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS
SECTION-XX ` s' II== -IIIII= EXISTING GUTTER �o ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED
END ELEVATION IIIII-„ ILTER FABRIC MOXIE DRIVE wa To 3
jL =IIIII- LASS 1 RIP -RAP OR 3. TAKE CARE NOT TO DAMAGE THE STREET OR UNDERCUT THE
Of 2= 4 x 4' FLOW
BIRCH HOLLOW EXISTING SWALE VEGETATION.
PLAN SECTION-XX WHERE 30 TO 36" PIPE IS USED co CB 1 4= 4' L x 5' W DRIVE EXISTING
SECTION-JJ ��1 ' #57 WASHED STONE. V MIN THICKNESS.
_ _ -_C
CB 12= 3'L x 3.5'W TEMPORARY CONSTRUCTION 4 BERM DETAIL INLET 4. SEDIMENT SHALL BE REMOVED AND DEPOSITED IN A SUITABLE
ko - - - - CB 15= 4. 5' x 5'W
c5 is AREA IN SUCH A MANNER THAT IT WILL NOT ERODEELSEWHERE.
5. REPLACE FILL MATERIAL AS NEEDED. REPLACE WATTLE IF IT
�E W 1 0X3 4 +^ BREAKS OR FALLS APART.
g" DI 17= 5'L x 6 W CROSS SECTION ENTRANCE DETAIL 4 3'4
_ _ _ _ _ _ _ _ ' 6. CONSTRUCTION EROSION
SHALL BE CARRIED OUT I SUCH A
EE INLETMANNER THAT EROSION AND WATER POLLUTION ARE MINIMIZED.
DBL CB 8= 4. 5' L x 5' W }$`
" 1.
" PLAN VIEW CROSS SECTION 7. THE WATTLE SHALL BE REMOVED ONCE THE SURROUNDING AREA
e�� --. $ " � 6 HAS BEEN SEEDED AND ADEQUATE GROWTH HAS OCCURRED.
EE ALL OTHERS ARE STANDARD PROTECTION ON ROAD
LLJ B J �T DIMENSIONS. ROCK PIPE INLET PROTECTION 3
EE ;OUTLE o SECTION-YY DIMENSIONS PROVIDED ARE FOR
THE INSIDE, BOTTOM OF THE BOX. 4
WATTLE DETAIL
„SECTION-YY ALL GRATES MUST BE "MADE/MANUFACTURED IN USA" 4
PLAN AND INDICATED ON THE GRATE.
TABLE 6.62b SPECIFICATIONS FOR 55EDB+ENT FENCE FABRIC NC DEO
GENERAL NOTES: EROSION AND SOIMENTATION MANUAL
c9
1MORTAR JOINTS 1/2" (+/-)1/8" THICK.
2•. CLASS "A" CONCRETE TO BE USED.
30 3. THE POURING OF FLOOR SLAB TO BE ACCOMPLISHED BY FORMING.
4. ALL CATCH BASINS OVER 3'-6" IN DEPTH SHALL BE PROVIDED WITH METAL STEPS 1'-2"
W=(I . D. + 1 2 ") (. 58) ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH STD. DETA I L NO.61 5. 01 OF THE GREENV I LLE VARIABLE AS DIRECTED BY ENGENEER
MANUAL OF STANDARD DESIGNS AND DETAILS (8" MAX. WITH WIRE REINFORCEMENT)
DETAIL 5. CONCRETE BRICK MAY BE USED IN LIEU OF CLAY BRICK. JUMBO BRICK WILL BE PERMITTED. (6" MAX. WITHOUT WIRE REINFORCEMENT)
6. FOR 8'-0" IN HEIGHT OR LESS USE 8" WALL. OVER 8'-0" IN HEIGHT USE 1e WATO 6'-0"
LL
FROM TOP OF WALL, AND 8" WALL FOR THE REMAINING 6'-0".
7. LEAVE WEEP HOLES AS DIRECTED BY THE ENGINEER.
8. ENGINEERED PRE -CAST BOXES ARE PERMITTED WITH THE CITY ENGINEER'S APPROVAL.
CATCH BASIN DETAILS 1 STANDARD BRICK DOUBLE CATCH BASIN 2
4 30" THRU 36" PIPE AND AS NOTED ON THE PLANS LI
CAST IRON io'MINIMUM
FRAME & GRATE 0
TEMPORARY SILT FENCE MATERIAL PROPERTY REOMMENTS
MATERIALS
LINTS
�ENCEUNSITP
�TEO
E
TVA�iVE
GRAB STRENGTH
ASTM D 4632
N(Ibs)
MACHINE DIRECTION
400
550
MARV
(90)
(90)
X-MACHINE DIRECTION
400
450
MARV
(90)
(90)1
1
PERMITTIVITY
JASTM D 4491
secs
1 0
0
MARV
APPARENT OPENING SIZE2ASTM
D 4751
mm
1
1
Max.ARV3
(US Sieve-)
(30)
(30)
ULTRAVIOLET STABILITY
ASTM D 4355
X Retained
Strength
70%after 500th
of exposure
701.after 500th
of exposure
Typical
yP
1. SILT FENCE SHALL CONSIST OF 14 GAUGE STEEL WIRE WITH A MESH SPACING OF
6 INCHES, OR PREFABRICATED POLYMER MESH OF EQUIVALENT STRENGTH. 9 °Q ° d9p�ri 2.1
2. DEFAULT VALUES ARE BASED ON EMPIRICAL EVIDENCE WITH A a0 �pT &°O 00(3 ° 0O O
VARIETY OF SEDIMENT. OO�� o ° O° % Qo *57 WASHED STONE PLACED TO
3. AS MEASURED IN ACCORDANCE WITH TEST METHOD D 46.32. g°oo o30 °° OX
�o� o °0 O oo yip -, _ TOP HEIGHT
TOF BOF 16" MIN. ABOVE
NOTES: `1�0 O,,,Q� o o . o° o ^bb
1. SYNTHETIC FILTER FABRIC TO BE INSTALLED AS SHOWN ON PLAN. 0° ax)0000VW0 000%Q-%0 0 oo°� �o0000- 0 °
2- SYNTHETIC FILTER FABRIC TO BE AT LEAST 95/ BY WEIGHT OF
POLYOLEFINS OR POLYESTER CONFORMING TO ASTM D 6461. SYNTHETIC
USF MODEL 4122-6172 STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE
21 2' MAX SANDBAG SANDBAG CONSTRUCTION LIFE AT TEMPERATURE RANGING OF 0 TO 120' F.
OR EQUAL
70 mil PLASTIC LINING 3. STEEL POSTS ARE TO BE 1.25 Lb/LINEAR FT. MINIMUM STEEL WITH A 4' MAXIMUM STEEL MAINTENANCE
FINISH GRADE - ..._I WIRE FENCE-14 GAUGE MINIMUM LENGTH OF 5 FEET. STEEL POSTS ARE TO HAVE PROJECTIONS POST SPACING
O � 6"x6" WIRE FABRIC TO FACILIATE FASTENING OF THE FABRIC.
\ I\\ \\ \/\ /\ %�\/�\\i A A 3,
4. WIRE FENCE SHALL HAVE A MINIMUM 14 GAUGE AND A MAXIMUM MESH 1. INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR
/ \/ \/ \ \ \ \ -- SPACING OF 6 INCHES. GREATER) RAINFALL EVENT.
10'MIN. =III =11=III BERM 2. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED To ITS ORIGINAL
a SECTION ILTER FABRIC 5 SECT ON FENCES SHALL HAVE AN 18" OVERLAP FOR SPLICE AT END OF DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO I// THE DESIGN DEPTH OF
2:1 THE TRAP. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE
PLAN NOT TO SCALE 6. SILT FENCES SHALL NOT BE STAPLED/NAILED TO TREES. ADEQUATE FLOW FOR SUBSEQUENT RAINS.
0 0 8p 8 NOT TO SCALE z
0°80 O O ZBACKFILL TRENCH 3. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT
p0 FLAGGING MAINTENANCE: _ _ - REMOVAL.
0 ON3SIDES AND COMPACT �_ III _ -I
o BERM THROUGHLY 1. INSPECT SILT FEN AT LEAST ONCE A WEEK AND AFTER EACH MAJOR = - - II-
°8 $$C 00O0o O O O 0 0 TYPE "BELOW GRADE" FLOW RAINFALL EVENT (1 INCH OR MORE). �nl-"" I' -(III --I (III=II - "" "" 4. SEDIMENT SHALL BE REMOVED AND DEPOSITED IN A SUITABLE AREA IN SUCH A
�� -- C I- III= MANNER THAT IT WILL NOT ERODE ELSEWHERE.
000 0 0 °00°08 DRAINAGE 2. REPLACE FENCE IMMEDIATELY IF THE FABRIC OF THE SILT FENCE I I =(III II I I 5. REPLACE STONE AS NEEDED.
N0. 57 aO pO0 ° PO PIPE - _ ROUND LINE
STONE 000° 0° °° 10miIPLASTICLINING COLLAPSES, TEARS, DECOMPOSES OR BECOMES INEFFECTIVE.
_ / I f=I III= I I g. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT
WRAPPED oo�°g 8 g'o°�° \�/` I I-� /`/�//\\\��� 3. AS NECESSARY DEPOSITS OF SEDIMENT SHALL BE REMOVED TO ENSURE U =(III II LI EROSION AND WATER POLLUTION ARE MINIMIZED.
8„MIN ADEQUATE STORAGE VOLUME FOR THE NEXT RAINFALL AND TO REDUCE=I III= 7. THE INLET SEDIMENT TRAP SHALL BE REMOVED ONCE THE SURROUNDING AREA HAS
W/FABRIC ®o°� 0 0 0� PRESSSURE ON THE FENCE. FENCE IS NOT TO BE UNDERMINED DURING =(III I BEEN SEEDED AND ADEQUATE GROWTH HAS OCCURRED. THE SEDIMENT TRAP AREA
0 8 STRAW BALE 4"MIN. CLEAN OUT.
80° O ° O 10' MINIMUM STAPLES BINDER WIRE
o _ „0 000 (2 PER BALE) 10 mil PLASTIC LINING SHALL BE STABILIZED AND SEEDED AS DETAILED IN THE CONSTRUCTION DRAWINGS.
0 0 0 �0 *24" 4- PERNTCOMPLETION1 ANSALI I`CK1 NGOF WORK AMDATERIQAl SHALLBEREMOVED
EDOWTH AS I IIIII ... IIIII
3000 PSI ►
CONCRETE 18-
B
2'-0" x 3'-0"
2" DIA. 10' IN.
WEEP HOLE
3'-10" x 4'-10" ONE EACH
SIDE
NOTE:
INTERIOR DIM. = 24" X 36"
N
,777
5' (MIN.)STEEL POST
1.25 LB/LINEAR FEET
BE GRADED AND STABILIZED AND
INTO
IIIII I=
NATIVE MATERIAL
(OPTIONAL)
VEGETDATED ACCORDINGLAREA SHALL
- - - -
(III-(III=(III-(III-(III=11 WEE GROUND
16"
B SECTION B-B
SECTION A -A
NOT TO SCALE
INLET PROTECTION DETAIL g
WOODOR
TYPICAL SILT FENCE DETAIL
METAL STAKES
(2 PER BALE)
4
4
NOTES:
SIDEWALK - NOTE: A PORTION OF ONE OR BOTH 1. Construct the walking surface of the detectable domes with slip resistance and a 70%contrasting color to the sidewalk.
'
TYPE "ABOVE GRADE"
WITH STRAW BALES
2 25 " RAD .
Z asp EXPANSION JOINT RAMPS MAY EXTEND OUTSIDE 2. Crosswalk widths and configuration vary but must conform to traffic design standards.
-
°... ° y" , �s '" w, SEE NOTE 1 x,, " ate. SIDEWALK
,. ° THE RETURNS 3. Provide curb ramps at locations as shown on the plans or as directed by the engineer. Locate curb ramps as directed by
SEE NOTE 17 the engineer where existing light poles, fire hydrants, drop inlets, etc. affect placement. Where two ramps are installed
DROP INLET DETAIL C� RAD. 18 RAG. * y
"'" o place not less than 2 feet of full height curb between the ramps. Place dual ramps as near perpendicular to the travel lane
10 mil PLASTIC LINING PLAN STRAW BALE 3/4" DEPTH * r . ° . $ : ,,,,A being crossed as possible.
NOT To SCALE (TYP) PLYWOOD Oe� 61'2 ° ' ' EXPANSION JOINT 4. Do not exceed 0.08 ft.lft. (12: 1) slope on the curb ramp in relationship to the grade of the street.
4 _ EXPANSION JOINT `. ' -..
46"X24" BLACK LETTERS S I o°°°` 5. Construct curb ramps a minimum of 48" wide 4'-0" ; Greater for dual ramps.
�( `� II� _ Q 8 . e oo°o°o°000 •�a' o0000o P ( ) P
PAINTED WHITE 6°HEIGHT \\�� 1O RAD. °°°o o° ° o° o000
NOTES � ,� S °° ' ' - 6. Use class "B" concrete with a sidewalk finish in order to obtain a rough non-skid type surface.
VARIES
Roadway Width Varies \\ �j II� -
way 1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD. IICONCRE E11 LAG SCREWS '� 4 - _ 4'X4' MANEUVERING \O- MUST
MANEUVERING SPACE, 7. Placeaeinsidpaeieson jointwhere lklinehe no rete
inthramei tethecurb.
2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30' OF THE TEMPORARY I I WASHOUT 114 a SPACE, MUST FALL ' MUST FALL WITHIN CROSSWALK 8. Place the inside pedestrian crosswalk lines no closer in the intersection then would be established by bisecting the
2' Max z' Max. WITHIN CROSSWALK ? ti J =� �`i- LIMITS. SEE NOTE 9 & 16, intersection radii, with an allowance of a 4'x4' maneuvering space (2003 ICC/ANSI a117 Commentary. Fig. C406.6 &
1 1 1 1 CONCRETE WASHOUT FACILITY. 2' BOTTOM4 4
3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES LIMITS. SEE NOTE oTFs 5t�� 406.10) in the vehicular travel way when one ramp is installed.
SHALL BE REMOVED FROM THE SITE OF THE WORK AND DISPOSED OF OR RECYCLED. 36" WOOD POST 3 000 PSI 9 & 16. '� '�-' 9. Coordinate the curb cut and the pedestrian crosswalk lines so the floor of the curb ramp will fall within the pedestrian
3.5"x3.5"X8' CONCRETE DUAL RAMPS crosswalk lines. Place diagonal ramps with flared sides so 24" of the full height curb falls within the crosswalk markings on
4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL NOT LESS THAN 2' ANY RADII each side of the flares.
4'Min. OF THE TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BEBACKFILLED,REPAIRED, '1=1111 IIIffiII1-11I1= IIffiI' r• 30" _ FULL HEIGHT CURB (40" MIN. FLOOR WIDTH)
Profile Grade _ AND STABILIZED TO PREVENT EROSION. 36„ BETWEEN RAMPS
10. Construct the pedestrian crosswalk a minimum width of 6 feet. A crosswalk width of 10 feet or greater is required for all
thor
_ _ Use stop
y perpendicular to the lane lines, where it is important to indicate the point behind which vehicles
11 '-6" � PROPOSED OR ISOMETRIC VIEW 11. Use sto Imes, normal) P
2 O O OO 2 M' MAINTENANCE FUTURE SIDEWALK 4'-0" MIN.
CONCRETE WASHOUT (5' STD.) �y SEE NOTE � A W are required to stop in compliance with a traffic signal, stop sign or other legal requirement. An unusual approach skew
O De I I i neator post 2'-6" min. embedment 1. MAINTAIN WASHOUT STRUCTURE TO PROVIDE ADEQUATE CAPACITY PLUS A MINIMUM OF SIGN DETAIL ROLL TYPE CURB may require the placement of the stop line to it parallel to the intersecting roadway.
12 INCHES. REMOVE AND DISPOSE HARDENED CONCRETE AND RETURN THE STRUCTURE / t7 BACK OF SIDEWALK UTILITY STRIP SIDEWALK (5' STD.)
(OR EQUIVALENT) & GUTTER \ 30 f f ) � °' 12. Place all pavement markings in accordance with the latest edition of the Manual of Uniform Traffic Control Devices
TO A FUNCTIONAL CONDITION AFTER REACHING 75%CAPACITY. REQUIRED FOR ANY OPTION TYPICAL S W A L E DETAIL 13 14-'�''"'' ° i DROP *, ** 6" 2' DETECTABLE 0.02 (MIN.) 0.01 (MIN.) (MUTCD) published by the Federal Highway Administration and the North Carolina Supplement to the MUTCD.
Approach View INSPECT WASHOUTSTUCTUREFORDAMAGEANDMAINTAINFOREFFCTIVENESSWEEKLY. *,+A *++: _ •` ° �= WIDTH DROP CURB 3 0.08 MAX.
..
en approval prior
2. ^ 0 M ARMING DOMES 0 04 NORM. 0.02 NORM. detectableOther warning materials y e considered from that shown,but require ty Engineer's watt pp p
• REMOVE CONCRETE STRUCTURE AND SIGN ON PROJECT COMPLETION,DISPOSSEOF `t `t '.- ,r ° .; / (4'- IN.) DROP CURB ( ) (NORM-) 13. toinstaoon.
1 Evenly spaced (mi n.6 max.3 1 O De I I , neotor post 2'-6" CONCRETE IN APPROVED LANDFILL SITE OR RECYCLE. 14. For all roads with radius le Curb ramps to b placed a per traffic design
O ° I 9; :', :Q -<?5 (2'-6" CURB & us 25' or less. Only one curb ramp is requiredbm City
an Ins a si n
W M E �+
as directed by the engineer Min. embedment 3 • ' °SHOWN)° '
GUTTER
GRADE THE EARTH MATERIAL TO MATCH EXISTING CONTOUS AND SEED ACCORDING TO "oo°o°O P •/ ° 'O p' _ O' °* standards to ensure pedestrians enter &exit without entering travel lanes.
PLANT SCHEDULE. MULCH AREA ACCORDINGLY. oo ° _ „
4 ° ' *. � � z I � ' 15. Terminate parking a minimum of 20 feet back of pedestrian walk.
CONCRETE WASHOUT DETAIL 12 io oi: �� oo° ":x,x • . .. -- - 9„ 1z:1 MAX. `DROP =III=B��= EXPANSION
JOINT 16. A 4'x4' maneuvering space is required at the bottom of the curb ramp and must be within the crosswalk.
, CURB RAMP 17. Drop curb width (4'-0" min.) x V long landing required at top of curb ramp
General Notes: ° 4
This road closure layout is intended for O �� 6'- "1=111- X 4' MIN.
dead-end streets in urban or other residential 18. North Carolina General Statute 136-44.14 requires that all street curbs being constructed or reconstructed for maintenance
deeds. Additional n urban
ostitive closure. such as a do SEE NOTE 17.
procedures, traffic operations, repairs, correction of utilities or altered for any reason after September 1, 1973 shall provide
IFS curb ramps for the physically disabled at all intersections where both curb and gutter and sidewalks are provided and at
chain -Ink fence or guardrail, should be considered
to supplement these symbols when a condition O O O SECTION B-B
suchas a natural stream or deep excavat I on exs i ts. 3' T YP other points a pedestrian flow.
See MUTCD Chapter 3C for details of red ref 1 actor i zed O O In addition, section 228 of the 1973 Federal Aid Highway Safety Act requires provision of curb ramps on any curb
buttons on a block or red background sign. ISOMETRIC VIEW
5'-0" 4'-0" 5'-0" construction after July 1, 1976 whether a sidewalk is proposed initially or is planned for a future date.
Q SIDELEVATIOLK CURB MIN. DROP CURB TOP OF TRANSITION CURB TRANSITION The Americans with Disability Act (ADA) of 1990 extends to individuals with disabilities. Comprehensive civil rights g
CURB protections similar to those provided to arsons on the basis of race, sex, national origin and religion under the Civil Ri hts
Act of 1964. These curb ramps have been designed to comply with the current ADA standards.
TEMPORARY BARRICADE DETAIL 10
19. Construct all ramp surfaces to comply with sections R301 and R303.3.3 of the revised ADA guidelines.
4 WIRE FENCE 14 GUAGE, NOTES: DOUBLE CURB HANDICAP 20. Construct all ramps and sidewalks with a 2% cross slope.
1/4 INCH MESH OPENINGS RAMP DETAILS 15 VARIABLE CURB GUTTER R E V I S I O N S
1. STEEL POSTS ARE TO BE 1.25 Lb/LINEAR FT. MINIMUM STEEL WITH A TRANSITION SLOPES Nor AT DESCRIPTION
MINIMUM LENGTH OF 5 FEET. STEEL POSTS ARE TO HAVE PROJECTIONS 4 TO EXCEED 10:1 (0.33%) SECTION A -A Y
FINISH GRADE TO FACILIATE FASTENING OF THE FABRIC.
(III 24" 2. WIRE FENCE SHALL HAVE A MINIMUM 14 GAUGE AND A MAXIMUM MESH
BACKF tI i
12'(MIN) L>✓ W�I��[Ml�t1VL lW ll ��GW UV �11V�
sEE NorE H 3. SPECIAL SEDIMENT CONTROL FENCE SHALL NOT BE STAPLED/NAILED (� `� (� (� n
TO TREES. GENERAL NOTES: 0 OO U V O� IJ V 0W
o iN 4. 5 OR 7 STONE SHALL BE USED FOR THE SEDIMENT CONTROL STONE. 1. A CONTRACTION JOINTS SHALL BE SPACED @ 10 INTERVALS. �n nn(� �(�
d+ * 2. CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE C O N 3 7 W v C V © H DETAILS
NOTE:CLEARANCE BETWEEN PIPE AND OF TEMPLATES OR FORMED BY OTHER METHODS. WHERE SITE A N D DRAINAGE
TRENCH WALL SHALL BE ADEQUATE TO SELECT 5' (MIN -)STEEL POST 5. STONE SHALL BE EXTENDED 12" ON EACH SIDE WHEN CONTRACTION JOINTS ARE NOT FORMED BY TEMPLATES, A
ENABLE SPECIFIC COMPACTION, BUT NOT BACKFILL 1.25 LB/LINEAR FEET TYING BACK INTO SILT FENCE AS DETAIL ON COG 310.01. MIN.DEPTH of 11�2' IS REQUIRED.
EXPANSION
LESS THAN Do/6. 3. EXPANSION JOINTS ARE REQUIRED AT 90' INTERVALS AND
( - - - -I JOINT
SEDIMENT CONTROL AT BOTH ENDS OF THE RADIUS TERMINATING THE VALLEY
1 i STONE 12" (MIN) MAINTENANCE: LANDING
LOWER GUTTER. SHALL E JOINTS REQUIRED WITHIN THE VALLEYr GUTTER SHALL BE EVENLY SPACED ALONG THE LENGTH OFL U K SIDE
WIRE FENCE-14 GAUGE 1. INSPECT SILT FENCE AT LEAST ONCE A WEEK AND AFTER EACH MAJOR THE VALLEY GUTTER.
I/4 INCH MESH OPENNINGS RAINFALL EVENT (I/2 INCH OR MORE). L 4. ALL CONCRETE SHALL BE 3000 PSI.
BEDD[N Do/3 5. REBAR IS REQUIRED FOR ALL VALLEY GUTTER EXCEEDING
2. REPLACE FENCE IMMEDIATELY IF THE FABRIC OF THE SILT FENCE 44' [N LENGTH (L-44') ,, `�A�OFL'��A ,, q
COLLAPSES, TEARS, DECOMPOSES OR BECOMES INEFFECTIVE. 6. APPROVAL FOR USE TI VALLEY GUTTER AT STREET INTERSECTIONS �N i� x
IS AT THE DISCREATION OF THE CITY ENGINEER. ��� P N �i��
OUTER BEDDING MATERIAL ANO 7 MIDDLE BEDDING LOOSELY PLACED PLAN VIEW ��` rJ -.�9
COMPACTION EACH SIDE. SAME UNCOMPACTED BEDDING 3. AS NECESSARY DEPOSITS OF SEDIMENT SHALL BE REMOVED TO ENSURE .`� gr,ONA( �'� GRIMELAND TOWNSHIP PITT COUNTY NORTHCAROLINA
REQUIREMENTS AS HAUNCH /-FILTER FABRIC ADEQUATE STORAGE VOLUME FOR THE NEXT RAINFALL AND TO REDUCE REBAR c ? � I-
PRESSSURE ON THE FENCE. FENCE IS NOT TO BE UNDERMINED DURING r6' O.C. ALL DREB AR u5 = h
r'l CAKI r)HT f _"Iy �ta�_ ,'. T2TT T ('T A P V T-T(-lA7fPq
INSTALLATION TYPE
BEDDING THICKNESS
HAUNCH AND
OUTER BEDDING
LOWER S[DE
"�
��",,, vv•
BACKFILL TRENCH 4. UPON COMPLETION OF WORK AND ADQUATE VEGETATION GROWTH AS
AND COMPACT PER THE PLANS. ALL FENCING MATERIAL SHALL BE REMOVED, BEFORE YOU DIG!
THROUGHLY FLOW INCLUDING SEDIENT. THE AREA SHALL BE GRADED AND STABILIZED AND NC ONE CALL
° '
�_ =O;° Cj 6�D
-� � + %Z,` �Q. �
% �•��
1
OWNER: OF G. ARL I N TON L VD
200 E. ARLINGTON BLVD.
ADDRESS: SU I TE A
TYPE 1
Do/24 MINIMUM: NOT LESS
THAN 3IN. IF ROCK FOUNDATION,
95% CATEGORY I
UNDISTURBED NATURAL SOIL WITH
FIRMNESS EQUIVALENT TO THE
SOILS
USE Do/12 MINIMUM: NOT LESS
THAN 6 IN.
FOLLOWING LACED
CATEGORY 1. 95% CATEGORY It.
VEGETATED ACCORDINGLY. ( TOLL FREE)
3' 6" 6" 6" 6" 6' \��,'�!�
�i ��� ENC?��
GREENV I LLE * NC 27858
------
OR 100% CATEGORY Ill. OR
EMBANKMENT TO THE SAME REQUIREMENTS.
.ROUND LINE /�\ /�I ^
^
���
13'd
SECTION VIEW ����RIru
PHONE. [phone]
\��� ��II ',/v1111le°'
TYPE I TRENCH INSTALLATION 11 ��/� \\�/\7/\��DESIGNED: DATE:
VALLEY
4 N SEDIMENT CONTROL O GUTTERDWRDRE REINFORCEMENT 24" 16 RAB 9/4/19
STONE 12" (MIN) 1 ASTROUD ENGINEERING, P.A. DRAWN: QM SCALE:
PROJECT N0.: P1622�002 SILT FENCE OUTLET DETAIL 13 4 l� 107-B COMMERCE STREET N.T.s.
DRAWING NO.: 005 4 ITHE RICHARD A. BROWN. P.E. LICENSENOC-0647TNCAROLINA 27858 APPROVED:
RAB
2-4SHEET 4 OF 4
1-8
(OR -800-632-4949 7

\
1
1
1
\
1
1
I
r
1
r
�
r
1
/
\
�
r
` "
I
A
_,
l
\
1
\
1
\
1
\
�
1
1
�
\
�
1
-------------_ �,----------------�� -------------- - - - - ---- -- - - - - - - - - - - - - - - - - - - - - ---- - - - -------- ------------ - - - - --
-( - — - - — - - — — - - — — - - — — - - — - — — - - — — - - — - — - — - — - — - — - — - — - — - L - — - — - — - — - — - — - — - — - — - — - F- - -- - — - — - — - — - — - — - — -� - — - — - — - — -
m
\
40�, MBL
---1------------- -
---------------------
r
ROPOSED
RIVEWAY TILE I I
- ( ✓ \
- - -- -_. --- - -. - - - - - - - -- - - --- ------------ ------------------------------ - - - - - - - - -
_ _
------- -- - - -- _ EXISTING DITCJL _-------- -- ;./ \\
-- __-----_ - - -+..r_'-'...`T=====___--------- - - - -�------------------------------------------
------------------•----------------•----------------------------------------------------------------------------------------------7---------------------------------------------------------------------------------------------------
FUTURE TURNLANE NC
HIGHWAY
33
C=Z
(PUBLIC R/W 20'PAVEMENT)
,�N�Nrrunrrrq�
`.A, �gS101y
`ZQ
; q gEAL ;
;, 3g845
PROJECT NO.:
P1622-002
DRAWING NO.: 005
GRAPH 1 C SCALE: 1 "=30'
RICHARD A. BROWN, P.E.

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑X Wetlands ❑ Streams — tributaries ❑X Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 P
Draining
Unknown
Yes
Corps
0.007
W2
Choose one
Choose one
Yes/No
W3 -
Choose one
Choose one
Yes/No
W4 -
Choose one
Choose one
Yes/No
W5 -
Choose one
Choose one
Yes/No
W6 -
Choose one
Choose one
Yes/No
2g. Total Wetland Impacts:
0.007
2h. Comments:
Impacts consists of the excavation/disturbance necessary to install the pond discharge and backfill over the pipe.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 -
Choose one
-
S2 -
Choose one
-
S3 -
Choose one
-
S4 -
Choose one
-
S5 -
Choose one
-
S6 -
Choose one
-
3h. Total stream and tributary impacts
3i. Comments:
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indivi ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
Choose one
Choose
O2 -
Choose one
Choose
03 -
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse 0 Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number —
Permanent (P) or
Temporary (T)
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet)
B1 P
Pond Discharge
Phillipi Branch
No
420
B2 T
Pond Discharge
Phillipi Branch
No
401
B3 -
Yes/No
B4 -
Yes/No
B5 -
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts:
420
401
6i. Comments: This is for the disturbance caused by the outlet pipe installation. a portion of the impact will be temporary because once the pipe is
installed, it will be backfilled and stabilized. The portion from the Flared End Section to the stream will be a permanent Impact.
Page 5 of 10