SW8231004_Approved Plans_20231113

1 - \
LEGEND
' }, t I 'Vy FLOW ARROW
`„ F ., h / -. ..��1 •I/+ � \ �,,. \ � may.
r �-;,..-��) L \ \ \ I FLOW DIRECTION FOR DA-2 LOTS
i Y F, J � \?f f,'r'-; \ I / HP HIGH POINT
� NORMAL HIGH / r! • / I \
e WATER LINE -� ,-,a '' - -�' I 1.
III \ / t \
(EL-1.e7 ,1- .Sok „� \ I \ 0 CURB INLET
`� %\� - ��► . t • _ _ - - - \ / "IN
INLET PROTECTION
' . / t T' � �/ ct. <` `•;a�1+�� �^; T � '�� � k-kwE� SwMH� STORMWATER MANHOLE
e, �'./ s _ � 'om� REs D&d?G A RE5 •� ,. „ "`�, .Y'* '" .,/ `! J \ ��'�,`�111. •'-' \ / 7 , V. WATER VALVE
\1^VMI' 1\�VV �j \ \r ' / \ + • ,� \ \ / � I FH FIRE HYDRANT
" \ i ` 'V A \ \ ✓ All
�- FLARED END SECTION
/ /. ' .� x�.• - v ,- w _ ,• \ V A \ \ -- ..- \\ \ v, z V 18'RCP STORMWATER PIPE, TYPE AND SIZE ,
f p �I �`.' ` " ° \ \ fir' ' wsr� \' \ \__ `_` %-. 4t). \ / NI ft
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N P VI C I N I TY MAP NTS ( , ,-4 ! \\ \.e \� / \\ j ` \� "� \ I \ \ / ' :\� �'�o. \ / I\� i ,., �,,,,. �, ,� �, 250 RADIUS FROM F.H.
\ \ . . „ . \ _ \ 1 " -\ ) \\ )`•`• �•- w� DI DROP INLET
\ \���° / 1 \\ \ \ ` r' `\ \ .'�, t /" /\
\ T li -\�\\�\\C��\ . I - PT PUMP TANK
s � ,- \\ „/, u \ , '"•,•"•▪<`-� \ �"\ .`t..`.`.'.•`, •'.`.`.".','.•'.".'. . t " . . . . / \ ' ( ( 1 I _ _ DRAINAGE AREA BOUNDARY
\ �r. . . t� . , \" IOW
, \ \ \ \ DA
\ ( \�\ \` \ \ `v\,:. . .1.j. .i" _, ,,\' \\ \\ �\ �"�' I /w LIMIT OF DISTURBANCE (LOD)
-,- /- \ \\ \ \. . .:.k. '•• •' •�`. .\." "`'`'• " . _ s(95r /
! \ \ �\ \ \ o0o SF HOUSE i O $� INLET PROTECTION
1 \, ` " �,Y `�' .t,. ,• , .. .•,•. . 7 9./' / LOT 20 T _ SF SILT FENCE
\ \ \ \ \ \ \` \, , , , ."`>`'.....`".` .. .`.M• .'. , . . . ,w, + `A \ '\ 12\ �, \ \ I �bt \ �T
NORMAL HIGH V \ \ \ \ \ ,\ \ ` `+ , 0. ` ",` .'"\«• c ;, ,_ ""vGer`=-tom", �" \ f / /\ \ ` \ I r
DIFFUSE L" /
W UNE \ / ` \ _ '�\ \ \ \ \ '= _ �; •s w \�.�\°totr- \ \, a` TEMPORARY INLET \ `�--- ( RUNOFF',
.,.e•� r- \ ` \� \ .�.` .; .`. . ,,.SzsrACRts. / � ` ( SITE DATA TABLE
✓ f - '. \ \ ` \, \\ ". \ ( % PROTECTION (TYP.) \ '\ \ TO EX..)
/ \ \ • ��• ` t) \ \ \ mi\ \\ , : \ ' -".p ` .` . \" .�`.- \ x, _.,\ 13 // > �_ ' \ \ 1 GRADES PARCEL NUMBER 4224-70-3758-0000
� • r \ `i / \ } " "\ �' ".` +/ • ." ` ✓�"`.' \\ t \ , �-\ / :' � \\\ / \ \ ADDRESS 2301 S. SHORE DR. SURF CITY, NC
/ / r 7 /'.`."�`•` �!.'« ` / \\ � '• *.�.+.`. "'" ```'```` *, �y - .�"",'"'. \ x \' r J ` \\� 1 ADDRESS
/ LONGITUDE 2301 S.N LAND HOLDINGS, LLC
/ /
\ • \ ?` ( �\ r.'`` •.:=•. :,,/.▪ `"•.`"".:i•,.. . . . \ •.-,•1`:".":' \ ; :_- , i .I� yam ' OWNER
\ � / " » � \ \ " " -` ` " » » • " » T � � //, t_ //� .� �; `\ ���"` v� . j ADDRESS 610 WEST R10 RD, CHARLOTTESVILLE, VA 22901
'�~ , o ' 1 <, I CONTACT BRYAN HAMBY. 432-234-3657/bhambe090omoil.com
`�• \ ^ ,"` V e".`" • \ _ / ,t ` •\\ / \( ZONING R-5000
j \ �'C� \ \ \ \ ' ` �.'. , • . \` x \\ \ \\ \ / 'r / ��. / \\ / i \ `\ / PROPOSED USE RESIDENTIAL.
• TOTAL SITE AREA 15.39 ACRES
/ \\ / , \.•.••'•".•,'.•.% \ y \ 15 (_ i ' :‘ ,:\ \ // ottE �'.��•°• -"-,-�»`, "•" -+n�n4 ++. •-+ ` � � `�, \ �, NORMAL HIGH \ a a " - \ -•�.� ,� � t�r - �r . �' lo� \ �2 oN�e o 1 / `�7-
/ TOTAL SITE AREA OENSITY (BUA) 28%
/ ` �/ \, ,• `'\ 1'`� G�`` " \ WATER UNE \ t tiONCR�fE ' \/�F\r r r s d NN \ / f' vas` �p / `�\ �►, 1" �°, ` \>( \ \ o \ , 'I i \ SIDEWALK r\ �����' •�i` ,94r/r ` \ •/ �� �oN •��p° DA 1 TOTAL AREA 345.762 SF
/ \ \ \�; \ \. +. +`,', ` \ a .r. I \ \ `V ,/ti. i' \ oo� x DA 1 BUA DENSITY 11.9%
\ ,/ / t� \/` r µ • �"• "• • • • • \ \o� \ A • "�\ `l `` \ \ 16 5 / , r���t f,` r' I L C�j r �� \\\ / \ j PROPOSED BUA - DA 1 - LOW DENSITY AREA 38,250 SF
I��
\ / ( \ (\ „ WEr \ \ ' ` ' " ` '•� \ " '�44' .' `, ,A� . \ / �--Z. / � �,. , \ ®$s j � \ SQ / \ \ \ �� i �. PROPOSED HOUSES 17 LOTS/2,000SF PE LOT 34,000 SF
" ' + ' ` " J ./ i -'' 8 s, \ / I \ �:=� PATIO PADS 0 SF
\ ( \ \ ! f c � \ \ '`Y \ 1 • ...'.*."A
`, ,` - , \ \ r �� \ ` \ . DRIVEWAYS - 250 SF PER LOT 4,250 SF
4
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\ \. _ .�'.fir ( ✓V\ ( �. ` -- .--- \ / �� �i/•'/\ \ \ i e.,e
\ O� \ _
\ T. � \ \/J \\\ \\\ ti \ \\ \ �, " \ � wE� \ \ i J \ O \ \ ' 309.957 SF
\ UPLANDS 9092 +' - `' -- ,,,•▪' / \ �, , / , DA 2 TOTAL AREA
\ \\ \` . vviiti„ / 1 +\• .l, -v. '" \ / \\'\\ ✓ •
.8' w,': \\ DA 2 BUA DENSITY 48 3X
\ \ \ \ \ Sq.Ft. 0.209 `'s' \,• � 17 55/ / v
\ \ ACRES \ a z s"st' " ` i`. `:� .:•` 1\ \ / / 9 ) 1/I '~`�`,, ,�,\ \ �� - _ 0(� PROPOSED BUA - DA 2 HIGH DENSITY AREA 149.588 SF
\ , \\-'' , \ \ \ \ y,ES" .s�d ACRES {� ~ ( `.� -\•. ' .`r"•% \ �' / / i \\ l/ `- C, r, \ \ \' �• \ PROPOSED HOUSES-26 LOTS/2,SOOSF PER LOT 65,000 SF
\ \ \\ % \ \ • `5... '' " '• )° -k 1, / ,o l j /� \' a \. )'\ COMMUNITY AREA BUILDING Z025 SF
\ `,'` �\ uPL ANDS \\ • •`• • • • • ' /+ `�` / \ \ ,J t' ) \ \ °,\�',� \\ �\ \ TYPICAL ROADWAYS WITH CURB AND GUTTER 58,500 SF
\ \ /�.�' \\\\ .;�\ \\ \��` .�" • \ l '` `�' • ".l'� � " `" 18 -�.��"'` \ \ ju /' \ \®e \, � ♦"� \ .� 1 0 � , \ POOL DECK 3,627 SF
\ � . _ , r , \ \ LOW DENSITY LOT
\ ` ` ` `````' r `` ,*\ ; \ ys / ' \ O SOUD CONCRETE SIDEWALKS 8,736 SF
`\ \\. �, ,\ Y`. �,we \ "��, fir 19� �: 10 10.0 _ \\ \ \ \. . , . AwoODEN / �o• 5O4O> '� s °6 \ \ '"^. '.,.7 \ \A: `'y \ SCALE` 1"=30' PATIO PADS 5,200 SF
\ \�� " \ \„"» ` .I . \ ►-/. . `'sn �/ PERMEABLE WALKWAY `-+,; " r/ l / l - " \ 0 sF
\ \` �;; F!E . `ti,„•` .`� \ \ x 2:tn• f `•" \ / - 11 /®s.8 / ✓ / i _ \". ':1‘21\
` c'� \ \\ DRIVEWAYS 250�3F PR LOTS 6.500 SF
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\ \ \ • ", .` \\ �Fd� SB �' A80 WETLAND 45/ �� , ! ✓ \ O \/ \ \ \ \. �. �. a+. • • • • • 4. «neRyEsh I �/ ▪ \ y �� `.,ee�/ I. \\ 4Gw®(/ if 6 j'� \`\ �. \ �,�o� \ \ \\ 'l' /,/ \ \ ". " (• V .,•"' � ?:
\ / �,..� 8 2 0� r / ..d' O 6j• \ \ TOTAL PROPOSED BUA FOR SITE 187,838 SF
\ 2 / ''r`. • ,-.�. �, \« . .`l. ,• RIP RAP \ \ r �; f4. 'y \\ / * / / / / ✓ �. \\ \ ' \ \ \� ` ✓r a �' STORMWATER NOTES:
\ \ r: ,c� r,'4' �+ `T. ,` r .' `+" .1 \+ '\/ '\''\ \ ` Ci": • / 'Y f� ° ' �/� 'r' / J 1 \ '�\ TEMPORARY �P\ ��� 1. WETLANDS HAVE BEEN DELINEATED ON SITE AND ARE DEPICTED ON PLAN SHEETS USACE ACT10N ID
\ \ �` \ `T'`' \ , \ X.i 7\♦ \ / r �• \ / A\ * ,"�� �` 3- `Z"C �vt�. \ CONSTRUC110N ENZR \\ \\ / NUMBER SAW-2016-00332.
e r` ".`- t } `� / 21 �, / 2. METES AND BOUNDS PROVIDED ARE AS SURVEYED BY ESP.
\ , i111►.i ��!I►;• " y \ \ \�. _ - ` . , \/ \ -.,1 SF - /,, d ! '. \ __I',� ��1�t 1'r r © C %�r2s , �i.Ai `', \ / / \ ace \
1N 4-4 - Z "�-r 26 25 \ :. l it
�s ,� k/ ,0. �s /00,
�� �� \ / •9F �4,\• ,�O ,,1..
\ \ o \ e> \ r`�y 3. ALL IMPERVIOUS AREAS IN DRAINAGE AREA 2 SHALL BE DIRECTED INTO THE COLLECTION SYSTEM AND
"�`4NI +\.,.`1'.. \ 1 -.. \ \`� \ r .• 47=/ 2 }( / !/ _,✓/ ' 0 \ \ -/ / f/r/ \;; ; �10 \ \ \ iy9 \\ \" �� \ BE TREATED BY THE INFILTRATION BASIN /1.
J. \ \ r� 7- "' •a " , CON ��� / look,�j ,,.,� ��, *I-3 _ \ s \ r j/;ate, �\ ` 4 P'\\ \ i- ,, ✓ % v'` --- 4. ALL LOT BUILT UPON AREA IN LOW DENSITY DRAINAGE AREA #1 SHALL BE GRADED TO DRAIN AWAY
4
�' �(1. O� \ \ i _- art ✓ \ • r ' ..: ✓� \y�I ;Ir I I 14 ` ` �,,/ / \ \\ \ 1\\� da`/' \ ,?,
'Q C \ ""• \ 27 \ r .\. \ 1\ ' \� , � \ � / \ ` r is / \\ som \• �pli /� \\ to.48\ } \ 4 \ /`vim FROM THE ROADS AND DISBURSED EVENLY TO THE EXISTING FLOW PATTERNS ON THE L015.
9 \ • , \ win xnias�' �' r \ FUTURE ON-SITE DRAIN FIELD \ ® � , >> 4. \ \ / \ \ 5. NO SURFACE WATERS EXIST WITHIN THE SUBJECT PROPERTY.
'� \�; \) / - \, `- . \ \ r •• �, l 2 12,� 5. , f--
,a.�6 ° \
�' ,, �� s gyp, \ , \ 9,24 \\". .PqL• 6�`• \\ \ +I� / y�'� ! NOT GRADED AT THIS \ ` �� \ \f / t X p. ✓ \ 6. 50' VEGETATIVE SETBACK FROM MEAN HIGH WATER UNE SHALL BE IMPLEMENTED.
�'� \ i \ \ (/ +r - -2_ SHEET FLOW TO B EN \ �\ ,� \
iQ/ ,9 Q / • \.` , ;� 1 t .o l \ A 7. FIRST INLETS ABOVE INFILTRATION BASIN SHALL HAVE 1' DEEP SUMP FOR PRE-TREATMENT.
9� `� \�1 i :> ��! e �� n / �y ✓ / �. ? 8 UMITS OF DISTURBANCE SHOWN FOR CONSTRUCTION OF ROADWAYS. INDIVIDUAL LOT GRADING WILL BE
CJ \ I. LS \ / k • fr '^/ .•�s +ta:,!a i '�ti • �, �j\�f ( / \ / r.- /i O /f/r . j \ 1�'Z ~�.- N to.8s f r \ DONE BY LOT OWNERS AT TIME OF BUILDING CONSTRUCTION TO PROPOSED CONTOURS SHOWN.
.' \ \ \ ISLAND \ ✓ \� \ r % .(i, ' cREs \ i �r.r ) \ f :� :4s1 I <' //6 / �` ,t. i� / °�,\ ✓ \
\� Oti` . \,,\ \ �� o \ _ �` s� 9 UTILITY NOTES:
y, \ ,1 / '< \ ) \ ,r . . 'ice \\. o• 1 ,; \ \\ - II 1,,,/ \ f _ / 1. GRAVITY SEWER BETWEEN THE DEPTHS OF 3 TO 12' TO BE SDR-35 PVC.
.> 28 -\ 1LL \ r.- :! ,i. '�j t_ \ �\ \ < � 4AOQ ly► 7' \
EX. LIFT STATION \\ _. \ tlil ✓ \�. r % �a =\ �\ \ ' \ /\ f , . \,
,.., ,
,/' \ s' l , „ _ r 2 GRAVITY SEWER 12' OR GREATER 1T) BE DR-18.
'�` W/ 20 EASEMENT 30' UTILITY 2 - `� \,434.... r / ,„ \P�\� , ( 4.) "\r' \' i g I �L>p 2 1 F" \
N \ \l / III 2a ( / / \ / 0 ✓ 4 \ 3. GRAVITY SEWER 0'-3' TO BE DIP COATED.
\ EASEMENT ,, / �4�1► /.._ ,."*.-\ '' } .\-' 1 . \\ ..4 I , f' A -- \\_ ✓ ti >> \ /
�� /- , - /.. ,_..'I \ I\\ IyPIL�RA�I �\\ - fr•- - i`�.�� \ ` �� , k -- �,y.. f, \ tt.5 ( f� / \ \ 4. INFLUENT PIPING TO WETWELL TO BE DR-18 PVC REGARDLESS OF DEPTH.
/ 1 \ ' ✓ / t _ ` ' �- .\ .•� .\ �� - \ \\ \.+ JW -•-` \ \\ •I , / �' ` \"" , \ -\ ) I `,�111;* V" �y \ 1i /' O\ ✓ \ r
• '' -.,, / -- _ .' f i )j, \ 5. MIN. DISTANCE OF 18 VERTICAL OR 10' HORIZONTAL SEPARATION BETWEEN WATER AND SEWER ONES.
�� / - `�Y \\ \ - \\ s -.' }. ^`� /r/ ° }I \/1 e. `�- /f'? _._ ,-, - ve•c '*• 12.0 V '.:: \4' \
'� \ \ 'y` \ ,\ , ` 7,:'/Pd
�* F / \ \ B. MIN. DISTANCE OF 12' SHALL BE MAINTAINED BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE
f `` \ N - /,- i ' „r. .._.�. \ \\, �. '•� , f / O .(7r \ 1: l 6.9AO SF 12.3® ri_ \�
,, \ .� R s - \' `� Au t `\, \ j J ( 8.5' r� f y ' ��' ` * 77 / ��F , \ \ OUTSIDE OF THE STORM DRAIN.
CORE EX. MH t \ ,f h y • �' \ t\' ��/` / / / , .► �' �il�l `� \ Q s t-� /' \ 7. MIN. COVER OF 30" ABOVE THE WATER MAIN IS PROPOSED.
/ 29 " ~ •+1 \ / ` / �/f <3 r 1 c 43 �'. \\�. \ �QO \ Op ✓ \ \/ `� f r 5 .��!� _ C? \ /� ✓ 8. SCU DOES NOT REQUIRE SEWER CLEAN-OUTS ALONG THE GRAVITY SEWER SERVICES. SEWER SERVICES
-/ NEW8" \IX' �. \ \a 5 /� ,' ♦ N. . \. i tt5 1' \ \
X` \ \ "N \ ;,' / r \ \ \ \ : 4' -.._ _-- .- __ __ __ \}` `gyp"'^.\ 12-5 \ ✓ MAY BE PLUGGED AND BURIED WITH ADEQUATE COVER.
\ / �f \ \\ \\ 4...
, ., f 7 '..* '".� 2- `^r /\> `�-._y CV
. ` _ ' \\ / 1; / o \/ 9\ \ . SEWER SERVICES TO BE CONSTRUCTED PER CURRENT SCU STANDARDS. SEE TYPICAL SEWER
' +. . / ` �-' • . • \ 1� ��\� �/ - Q,tz' \ 2 \ \ CONNECTION DETAILS ON SHEET D4.
\ Q • 2 \\ ,,„, ,, „ ✓ �\ / *_. '1 .-- // \ ,'� \ 10. MANHOLE COVERS 70 BE USF 668 RING AND KL COVER MATH "SANITARY SEWER" CAST INTO THE
r` 0 095 \ v - .' �,� /�. \ ✓ Q� \ j2 \ / \ / \ COVER.
/ 30 / / ✓ \ \ ; III Ilr''` ., ` \ �` 41 G� \ '* : /' Y 11. SEWER SERVICE LATERALS SHOULD TERMINATE AT PROPERTY UNE PER STANDARD SERVICE DETAILS
-- / i \ \\ \\)' ill I�II� \ C �- 41 .,- 'i•. °4i \ \
\ \ ✓ / 1. / IIII, IIII \ \, \ �. \ f \L. / �\ ON SHEET D4.
''' \ t�' "`rr C y�~ QL /°' IIIIIIIII IIIIIIII�I Y �L '�t �\�\ {\ - \ s\� Q� \ \ \��� ✓ \ 't \ 12 ALL SEWER LINES AND SERVICE LATERALS MUST HAVE A MINIMUM OF 3' OF COVER.
\ 0 \ `.•a \ } S IIII. Ills t, \ I \i f,-� r �Q. o�,� \ / \ \ 13. A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN WATER AND SEWER UNES SHOULD BE
r,, .�, s1s 31 �s.5 \ \ \� IIII lllll� "' , -- ) I ,,,, „-' „,..\.„. ,,.- G \ , \ \ ✓
\\ `•<4 6' 6 \ \ / ` \ ,� ✓ IIIIQ) IIIIIII\ ,� '` , c ��} ( 40 / / f -'\ \\ s} x /,/ \ MAINTAINED WITH WATER LOCATED ABOVE SEWER.
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> 1 \ / / \ \ ; \\ A ° \ , ,, 0 \ FOR REGULATORY REVIEW= a9 - 0 �� . c� °�✓r�`1 /////,Y///! \i// .+ / 1 \ �� /< /. ✓ yr /
1 DATE
H J � '� (-" \ / / , \\`�'" \` \ GAP \ \ \ ✓ \ \ 11-7-23
-J LOT 30 \ t D, lr y�''+' \ / \ �\ Ex. ,1.a
•... / / \ ACCOLADE
= rym N /`� 2.000FSF HOUSE M \ /.t77 51,17::,i� 1..,y \\ o \ / , , f o \ \� / n
X f ;. \ \ \ � / \ ✓/ \ / Scale
S'.r ®`9S \ \\'� -��o \ \\ c`�P�� \ \ \ ���9. \\\��+'� f �� \��q \ \ \ \ SURF CITY PENDER COUNTY NORTH CAROLINA 1 =60
Q IN ,, _ ! \ \ \ / \ \\ \ ✓ ��. ✓ \ J Drawn:
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D 1$ ® _ SET FLOW To STREET \
.„, ,,,,4 \ e''ikt1 ( s 49 GRADING, DRAINAGE WSL
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a _ Project No:
$ill o ��� V \ \ \ . 9� / i ;w STOI�VIWATEI� PLAN
_ I ` i °r HY0123
TYPICAL HIGH DENSITY LOT / \ ,' \; �SheetNo
TOTAL IMPERVIOUS PER LOT = 2,950 SF \� ` /ti /\>\ \ Digitally signed! by ANGLE
„ ' \ QINEERINQ, P.C.
/ / \ \f\A\ \ Shane Llppard
SCALE: 1 =30
\ \ a / 212 PRINCESS STREET C2
,/\ \ \ ✓ \ / ^� NALMINGTON, NC 28401
REV NO. DESCRIPTION DATE ate: 2023.1 � .07
REVISIONS J : : a [phone] FAX [phone] FIRM: C-0829 J
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PLAN & PROFILE �A�
9-15-23
ACCOLADE Scale:
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Project No:
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%u„WNa r 'N (Sheet No:
GRAPHIC SCALE Digitally signed by
25 0 50' goo' RIGHT ANGLE
Shane L i p pa rd 212 PRINCESS STREET
EERINC#. P.C. C4
1111
III REV NO. DESCRIPTION DATE Date: 2023.09.1 5 WILMINGTON, NC 28401
1"=50' \ REVISIONS I 1 \. [phone] FAX [phone] FIRM: C-0829 J ` J
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SWMH STORMWATER MANHOLE
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v � . \ \ / \♦\ \`- f +.y.+...: V .".µ Y . . - \` Q */ J / ' �% _�,,. 'N \ PARCEL NUMB 2' 4 •4-7o-3758-0000
.�\ �\ \ / \ ♦ ~\ \I P 4 `f.` • , f• '�` \ �� -/•'•;• \ i .f *I'.. \`� ADDRESS / 301 S SHORE DR. SURF CITY, NC
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\ ,`'\ �►; �`... \ '\\ \ an • \ \ ` �\ j / / DA 1 BU DENSI 11.9X
\ \1 \ \` 'p T '\ \ . \ \_ \ �„ \ ` . \ / ♦� fr.:/>�• •�0'\ •' f� ti 0'po 4 \\ `Size. I \ / --•-•„:1 • lia,T�•7_`l0[•17111�i26zili/_11/331)\ ► 7 \'' \ / • .� / \ k+ ; •a ♦ \ / PR•1•••z14•7if01I.*�t>�5T2000SF PER L•� 34000
\ \\ I �\ \ �► � \ \ \\ ` f w `• �\ \ �% /� 7.d \ ^� 'OO \ °A. `\ P 0 P • 0 SF
\ t \ \ \ \ \ \ � ` \ ` \ \ ''i:'I'� ▪ r \ /// / ` V) <(. \ �qi Y •'IVEW - 250 SF PER OT 4 250 SF
1 \ \ \ / UPLANDS 9092 3 / ♦ - ) `•
/ / { ` \Ilk
+� \ 1111111111
\ `\\ `\ Sq.Ft. 0.209 \ .+,•1L¢AQS. •� � 17 \ �75 \ \ ,� ` / \
♦ \ ACRES : `: • ' � A, \\ \ o4 • TO 309 '•7 SF
\\ , `\�J \ \-� \` \\ ®91.. CRE3 .�-.. \ ` • � ` •a� +, • ("- \ / ��e2 I� ,� \ / j �• ` c, \ \ \ .. \ i\ <v \ / \ \ •� 1�ENSITY -
i• . r,`, \ \ th. ! \ / •p. • :► HIGH D SITS;AREA 1 :;
\ \•*
\'� UPLANDS \ / ` •• ••• » \ \ r • / �` ` •• `V \ ; / \ \ \� I 0,. \ PROP ED �•
\\ \ ' \ \ . ._ \ �y V •J `. Q i •% �78 4,,.- \ \ ., \\\ `� \ \ `�•� \� \ / COMMUNITY T �UIU)ING 025\ ` ` O c7 4 \ I \ qi \ / A « 'B AND GUTTER 58 500
\ . • / Q \ / \ o ROADW YS WI T11.\ ' \ �� ' ' \\ \ . •i•weT -1 \ 3h 19 ' VIOODEN y✓ .��` 10 \.�y� � l lO i QO ' \ ♦ #t• \ y� \ \\ \\ �'��\ POOL DECK 3 827 SF
/�\ \ k \ \\ ` • \ T\ \\ '• >I` \ �'.`el'. •( sr\ ' 's•+' A W , / .0 4040 9F / /�8 ( N.✓ / / 7�/! --' � v %`C • c, \ \ y\ / `� SOUD CONCRETE T�1'7: S 8 738 SF
\ \ ♦ \ •+ �" . • r \ \�AKDs 2425• ,. \ .` AB0 SF
i,•.44. .:' 11 /i'" / f �;sin
J /, ..: \\ \\ sj \ �P \ / . PATIO PADS 5,200 SF
\ ♦ A` aeRE� \ ♦ \ i/ r44- !l • a • '\ \ \ o \ DR d;11.LIIlr � `- S
\ \ •• - • \`' 9 v % l V �1 Py` ♦ \ \ \ \ / k.�y��d.�� 8 500 SF
/ \ \` , '•x�`A. .�. y • � . 'C 20 \ 1 ', ?c1t ` ♦ // / \ / \ ''\ \ \ \ \ \ /f TOTAL •OPOSED BUA FOR - 1 187 838 SF
\ . •r`. ,» X \ a' "[ ` \• / \ RI RAP � \ \ i / / , _ -/' 1 f' .. P�
\ �: • •,.t \ ` •..y\ �. 'r. � / �i \ •« r �' f \ +. \ TEMRORATiY �' \ / a'a
\ \ ,Ntr` T �i \ r -•.. . ` / / �\ ♦ate \ \; ,. •.O / ` '� ( ? `r\` \ STORMWA NOTES:
\ \ \♦ f,~► �11IIr \ \-' \ `r• `\ / 21 ,. X+ri� a \F�.' ,, :♦ 7 f IAI _ Al ��NM� \ f / ''' �• �q `!. CONSTRUCTION EI�1R / / o \ /
'�"'` ` \ / f 5 M 1. WETLANDS AVE BEEN DELINEATED ON SITE AND ARE DEPICTED ON PLAN SHEETS. USAGE ACTION ID
\ \ rltr ~.. '.r•. \ '` `` • `. ` \ � '� /'- 11 �, �.. O '�j �` .\ A 100' \ % P, \iC
\ I fir- \ ) \ ( /\ kF •« • 1 / IL° r 1 / ./ "� 90° \ / \ \\ `\` - �' . •�`'. \ 26 25.- n..' N \ t � r � „���� // ��� \ \ 1 I s$0oo gam / ` �� % Y�. �'\tp\ \ :� \ tee:` \ 9y NUMBER SA'-2018-00332
\ �\ t\ •`I`• \ \ '�• ,/ 22 \, �t = I. \\\\ iI�. !�',/ e/ \ \ \ ✓ / I /,' '12 \\ ' = \ \ �� \ \�� / `\ 2 METES AND 8• ND5 PROVIDED ARE AS SURVEYED BY ESP.
\ • \;•• J\ \ \ ` �'r
CONCRETE // ' \ 'a'\\ °p, \ 9� / 0 3. ALL IMPERVIOUS AREAS IN DRAINAGE AREA 2 SHALL BE DIRECTS INTO THE COLLECTION SYSTEM AND
'�0 \\ I• •` J ' t T I A i •`- •` �kk. . ,-'/`r ♦ f 4 / //� ' \` ` \ � � / P�c� o \ " ,✓ �••"• • •` \ SIDEWAU( . '\/ Ir 'L ♦ • / I a ,' -- - `\ ` ` BETREATEDBYTHEINFlLTRA LIONBASIN 1.'QC•' \ \ \ �'•'•' ,27 \ i��1 \\� `'``• • \� \ . - �1P / \ , / , \ \ 70.4t\ d� / a` \ i- 4. LOT BUILT UPON AREA IN LOW DENSITY DRAINAGE AREA #1 ALL BE GRADED TO DRAIN AWAY
\ 9 1, \ ..'`• { ••WL°T1..ANDs ' - �, , FUTURE ON-SITE DRAIN tiS6.DTIMEAREA
�\ �,, ♦y, \ \\ ♦ a � / \ \
�, \ •`•`\ �� \ I\ /_ ..' / S .. o \ OM THE ROADS AND DISBURSED EVENLY TO THE EXISTING FLO PATTERNS ON THE LOTS.
_____----"\"C� 'LS 'LQ \� \ ) � /�\ 9 .'sq`Ft`.••s5 . /� �s. NOT GR/1DED AT TH \ `� �- �i' •' / � ` / �, \
A 2�\\ +. / / / 85 I \ \`• /�i. r �� h / SHEET FLOW TO BASIN WHEN lit �. \\ �' / \\\ •� \\ ��I / \ \ 5. NO SURFACE WATERS EXIST WITHIN THE SUBJECT PROPERTY.
•Q \ / • / ! r o q t
t t . . 7 - % r PERMITTED }'i 1 tt i6a� / A,,,
\ ` ,� \ ?� •�• / � �` / :> �•`4/ �- �c >-� i ^ +� / \ B. 50' VEGETATIVE SETBACK FROM MEAN HIGH WATER UNE SHALL BE IMPLEMENTED.
\,y C� !y I V� x ^ \ \ •;;. �!f .� ®/i �Y �'r . / •`' 1 J� 3 % 1, _ .�, ;..� /, / \
i :`J \ �\ I. ,,t LS , / / �� .s z,.a ! � ��/.. \�s �� Y ,f // tt.2 \ 1 /�// ' •�� \ \� �b�. tQaS• /
\ `♦\ ISLAND \ / _ACRES \; /.-- \ �., 1 \ , I \ / A 0 '\�T� tt �; -
w / ! ;s } \ �i: / • �', / o\ / \ UTILITY NOTES:
\ \ \ Q•' �` � °� �� /�) \ -- / 1 / \\ \ \ \ 1. GRAVITY SEWER BETWEEN THE DEPTHS OF 3' TO 12' TO BE SDR 3 PVC.
\ \ \ 1 , ; / Q\ i Qti �� (;,...._., .?r.! �e� +r ( \'�.3�, . L III1 1, l \ t g � �� \ 2. GRAVITY SEWER ,2' OR GREATER TO BE DR 18-
EX. UFT\STATION . I \ \, t\ s °' v i ('I�' \ \ 1" �� ay• 4'2 1 ► ` \ �►` •Z; S' / \ Q 2 /\°�/ \ 3. GRAVITY SEWER 0'-3' TO BE DIP COATED.
' \ \ \ / C+ t° �+ \ (1 ' i g / I '!�i. '0 f / , A/. \ /� O • / f \ \ 4. INFLUENT PIPING TO WETWELL TO BE DR-18 PVC REGARDLESS OF DEPTH.
w/ 20 EASEMENT `\ 3O' uTNJ1Y P I y .,\ , \ 13 I _ _ ' , / �, . . • OAR '
\EASEMENT M ,( s� _� • \ /. AZ s J \ \� Tic a,. / - rr�3 / 5. MIN. DISTANCE OF 18 VERTICAL OR 10 HORIZONTAL SEPARATION BETWEEN WATER AND SEWER UNES.
♦v \ / �^- Fd:��_// ���jjj \ \"-. A `• \\ I / / r`.•, f \J i I Jh�f 4' P�' !+` \ \ 1 f op\\// \ \ 8. MIN. DISTANCE OF 12" SHALL BE MAINTAINED BETWEEN THE OUTSI E OF THE WATER MAIN AND THE
' ,� - /- -'`C<_ \ - . \ \ )) 41
, N+ - 11. / , %.'' - 13 �� 1 \ /' \' \ OUTSIDE OF THE STORM DRAIN.
\ / -._�\ \ �0 • ' - 1 % \ �' I \� \ 4: ;� O ` 1 �i�p 0.7A0SF 123 r , / / qt
1\ A „ qtt\ / /\ \ '(, � � �'/ / // 7. MIN. COVER OF 30' ABOVE THE WATER MAIN IS PROPOSED.
\ \ `!� \ ` ' �`: \ v I �• 1i� V ,/o� / 8° ./I 9 ,« / �ij - "`'f.. // \\r' / / 8 SCUDOESNOTREQUIRESEWER CLEAN-OUTSALONG THE GRAM SEWER SERVICES SEWER SERVICES
CORE EX MH • °C\ / \ ..y..f7 ,� h• v .`• . / q, a�/��Ii,' /', ', id0 /N 43 P .- 1 �J �P� \ so / c,� / \ \ MAYBEPLUGGEDANDBURIEDWITHADEQUATECOVER./ NEW 8' \EX MH \ 29 ej0.0 \ \ �. \ \� �"� ``1 ®/ .' \ , A/. / F \ C? �- ` f // \ A
gyp. / �, }� •'�� ✓ \ / \ 9. SEWER SERVICES TO BE CONSTRUCTED PER CURRENT SCU STANDARDS. SEE 'TYPICAL SEWER
' INV=-0.91 1l� . { x\ \ \ `ia`:,�/' '' �_�^\ rr - _ _ _ _ _ - k.
\ ._ -�,\ t23 \
• IN -22 . / N40 \` \ _ \ / o /// CONNECTION DETAILS ON SHEET D4.
, • \'''
/ / ��' \ �� \ \• , \` \ �" % , fr y \\� 42 / �P° �\ q� / ` ' \ 10. MANHOLE COVERS TO BE USF 888 RING AND KL COVER WITH " ITARY SEWER" CAST INTO THE
/ \ 3\ \ �r \\ \ \ .,' 't•j' • i / to `` 4/ `\ G / PY q� COVER.
�•0 / �\`y Ze ^` �, ^'F'E ��...• r fig.' ` \ \ ,/ �,.- r' + \ �\�' \ \ 11. SEWER SERVICE LATERALS SHOULD TERMINATE AT PROPERTY U E PER STANDARD SERVICE DETAILS
Aw. 1 .4 / / \ \ K,, i �P 12 � \
30 / \ ,:+ a i G ON SHEET D4.
- \ / \ \ ,� III / \ /'may C�,�) \ \� /' y
' / \ �� ' `' \Ze..tvle.
\\11 / IIIIIIIIII �DI�IIIII ir/ 4 \ \� ` 41 ' , '✓y \ ✓ / / °�''r�( \\ \ 12. ALL SEWER UNES AND SERVICE LATERALS MUST HAVE A MINIMUM OF 3' OF COVER.
/ ` � IIII' III i°' ) / i r \ / /�q \ \ 13. A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN WATER AND SEWER UNES SHOULD BE
\ mod, � _ / l� , a ;,\ /`, IIIII.I (IIIII �'� , 0 `�, f _ \ t` \ \\ \�4 .: /, \ / \/ \ 0 F- \ r 001l- I II :+ ! \ >� �' / % ✓ PO o \ /J \ MAINTAINED VATH WATER LOCATED ABOVE SEWER.
i\ �J TEN 31 \ \ \ '2' \' } ii1/IIIIIIII�lII s ii z i ��p, �.,,,,,,,5 ,,,,,,/,
'\\ , 1 / \ �c� i �' \`\��iyq \\ /'/ f f
�j
\ , , \\O /,/ f/' y� . \ \� \°64!' \ 'IIIIII{IIIII �II ,�c� F� f / h�J r'\` 40 J%% / / ' ' \\ •�. ` // \ R��Iwl R W
fa \ J X r .\\ A\'' ' \f 9 /
32 // '� �t \ \ / 4(1V ' V \ \
\ / / \
�'S \ '/Lo ' / r\i \ '� Q j •L► \ \ \ P°)<`' \ °I: \\ / (<0 - \ V 1 0 1 0
-_, ___\ \/ \ \
/\ 4) C
\ 1,,,›Vrt c,) ,J110 z \
z 3t / \\ 1 < "`l► 1 '' #i / ,,'' ' ti v� 9--, \ \.k -- /' 41 / \ -- y
� . � \ \ / \\`\� .: 5i"/�� / \ 2 S9.5B PVMT.
s/\ \„„. ...// >/` /
rk
-_ ___ - \ \/ /
\ ` \. \ �y ,'' '' `�,a�, \ ` I \' _c/�c ��. \\6L\>* �\ h� " / \ / 1/4": 1 FOOT (TYP) 1/4":1 FOOT (TYP) -
/- - t7) Zeb ,GA, ` CMG/ F O/ \ ' / / / { \/ / \ /\
.. /\ �� 3s j may,/ �O \` qy;-/- / / \ 5' S/W
` ...e1 �9 �' \ �, / TYPICAL ROADWAY SECTION
/ / \
\ B1�\ / \ t \ k , ( , , �� GAP \ / / \ /
/ \ / 9" COMPACTED ABC NOT TO SCALE
%. \ ds
\/
< / / / \
/\/\40\< 4 4$4;',, ^
• /� \ \ ' i>:/ //>/ \
\ /
Q<.'t> 12.,9, \
/: \ i -.. ''' ' / '1. -I'Ls'' \c. - ---./ ''' / t' <,-,i-L) \
A4 \ \
\ ��,� �,• G� \\ ,��9\\ /,� r /°�,��� FOR REGULATORY REVIEW
< , / ,
\ < \`/` / , *qt / 1,,..... .... I.
DATE: \
10-3-23
' ' 2 GAP EIL,t� � ,'` ACCOLADE
\ \ \ \ / / \ / / Scale:
// ' \ ��P°� \ \ . ��9 \\� / s \' 1`4.„ \ \ SURF CITY PENDER COUNTY NORTH CAROLINA 1 -60
Drown:
\ / / \ \\\ t� \ ,/,,,,, � // q} \ \ NNC
\ \
\ \ / \\�'. / \+�V1 Ci4fU"h,« Checked:
\\ \ /j ��} ��w %; SEDIMENT & EROSION wsL
\ /\<' \ \ �/ /' °1;•
/\<-
/ - Project No:
z.
CONTROL PLAN
\ \ \ s \ �Kri1 r.co1Y+N
/ \ F`•, / 1 (Sheet No:
2 /' \ \ Digitally signed by RIGHT ANGLE
/\\/ \ \
\ h a n e L i p pa rd ENGINEERING'. P.C.
/ \ \ \ 212 PRINCESS STREET C5
/ \ \ / \ \ / ' REV NO. DESCRIPTION DATE Date: 2023.10.04 WILMINGTON, NC 28401
REVISIONS J v 41111111
[phone] FAX [phone] FIRM: C-08291

NOTES FOR INFILTRATION BASIN
CONSTRUCTION SPECIFICATIONS 2: 1 SLOPE `SI I 'FENCE4p
L
SITE PREPARATIONS - CLEAR, GRUB AND STRIP TOPSOIL FROM THE SITE AREA OF THE NEW POND TO REMOVE TREES, VEGETATION, PERIMETER
ROOTS AND OTHER OJECTIONABLE MATERIAL. TO FACILITATE SEDIMENT CLEANOUT, STOCKPILE ALL TOPSOIL OR SOIL CONTAINING
3:1 SLOPE WIRE MESH OPTIONAL
ORGANIC MATTER FOR USE ON THE OUTER SHELL OR THE EMBANKMENT TO FACILITATE VEGETATIVE ESTABLISHMENT. PLACE FINE GRAVEL FACE ,,� (OPTIONAL)
TEMPORARY SEDIMENT CONTROL MEASURES BELOW THE BASIN AS NEEDED. .
(1' MIN, THICKNESS) "'`"i'vl ,r 1'
CONDUITS - SECURELY ATTACH THE RISER TO THE BARREL OR BARREL STUB TO MAKE A WATER-TIGHT STRUCTURAL CONNECTION. 3 _ '" , ~ ;ft4*' I r`'�`'I''�`` r"' ��'���rd
SECURE ALL CONNECTIONS BETWEEN BARREL SECTIONS BY APPROVED WATER-TIGHT ASSEMBLIES. PLACE THE BARREL AND RISER 0M ., A k °
TOP = A I!I a II-!I b l II - II • °'
l a l= I I �I I 11171 Q= J I= 11 III-�
ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL SUCH AS SAND, GRAVEL, OR CRUSHED EL. C) TOP OF BANK -1 I 1 I(-I I ..I I J I(P JJ P J-_III I I , e CATCH BASIN
STONE AS BACKFILL AROUND THE PIPE OR ANTI-SEEP COLLARS. PLACE THE FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4 "-I i J +.
INCH LAYERS AND COMPACT IT UNDER AND AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THE ADJACENT EMBANKMENT. 3" STONE
CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM FIRM CONTACT WITH ITS FOUNDATION WHEN COMPACTING UNDER THE PIPE ik' ��`*' 4; 1 1 �- ° �4'
HAUNCHES. PLACE A MINIMUM DEPTH OF 2 FT. OF HAND-COMPACTED BACKFILL OVER THE PIPE SPILLWAY BEFORE CROSSING IT ��! g N, . 4 < ' "
•
WITH CONSTRUCTION EQUIPMENT. IN NO CASE SHOULD THE PIPE CONDUIT BE INSTALLED BY CUTTING A TRENCH THROUGH THE DAM ��� O 1 YR. TEMP. ELEV. ill
AFTER THE EMBANKMENT IS COMPLETE. °A
EX. GROUND
,
EMERGENCY SPILLWAY - INSTALL THE EMERGENCY SPILLWAY IN UNDISTURBED SOIL. THE ACHIEVEMENT OF PLANNED ELEVATIONS, SURFACE
GRADE, DESIGN WIDTH, AND ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE
EMERGENCY SPILLWAY. ALL AREAS OF BASIN TO BE
GRAVEL DROP INLET PROTECTION (GRAVEL DONUT)
TEMPORARILY SEEDED DURING
EL. U BOTTOM OF BASIN I 1.2' SHWT NOT TO SCALE
INLETS - DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE OUTLET PROTECTION AT EACH PIPE TO CONSTRUCTION. AT THE POINT OF 3 0f
PREVENT EROSION OF THE BASIN FLOOR. ALL DISTURBED AREAS BEING
VEGETATIVELY STABLE, BASIN SHALL
EROSION CONTROL - CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED. DIVERT SURFACE WATER AWAY BE SODDED FOR PERMANENT La
FROM BARE AREAS. COMPLETE THE EMBANKMENT BEFORE THE AREA IS CLEARED. VEGETATION. I NF I L T R A T ION B A S I N SECT I ❑N
SAFETY - SEDIMENT BASINS MAY ATTRACT CHILDREN AND CAN BE DANGEROUS. AVOID STEEP SIDE SLOPES, AND MARK BASINS NOT TO SCALE 3 Do � Qa�a °ooao QcP c)�od�
WITH WARNING SIGNS IF TRESPASSING IS LIKELY, j ,i3 000 n199.0.r#110,000* ,1-11)c)
INFILTRATION BASIN ELEVATION SCHEDULE @ t o� � 0°a�ioo'�,ao °Oa°
°L^� ,,„ „0�A �,�pp MCA
MAINTENANCE NOTES FOR INFILTRATION BASIN SF @ VOLUME
1. AFTER EVERY SIGNIFICANT RUNOFF PRODUCING RAINFALL EVENT AND AT LEAST MONTHLY: IB #1 O © O BOTTOM TEMP POOL ipv°"0„,-0o o ` °a
A: INSPECT THE DETENTION BASIN SYSTEM FOR SEDIMENT ACCUMULATION, EROSION, TRASH coQa®oa ,, Q o
ACCUMULATION, VEGETATED COVER, AND GENERAL CONDITION. 8' 5.76 4.2 1 6,951 26,456 NOTE: a ,.40 '100 0. oo �911 �
CSEE PLANS FOR LABELED DIMENSIONS o. o T.4 o0o.e
B: CHECK AND CLEAR THE BASIN OF ANY OBSTRUCTIONS SUCH THAT DRAWDOWN OF THE TEMPORARY POOL �o U� a°�
OCCURS WITHIN 2 TO 5 DAYS AS DESIGNED.
FES FLARED END SECTION
2. REPAIR ERODED AREAS IMMEDIATELY, RE-SEED AS NECESSARY TO MAINTAIN GOOD VEGETATIVE COVER, SI7F Do La W D CLASS
MOW VEGETATIVE COVER TO MAINTAIN A MAXIMUM HEIGHT OF SIX INCHES, AND REMOVE TRASH AS NEEDED. 2 »
1 30" 15' 17.5' 12" B
I
1
3. INSPECT AND REPAIR THE COLLECTION SYSTEM (I.E. CATCH BASINS, PIPING, SWALES, RIPRAP, ETC.) [ 1
QUARTERLY TO MAINTAIN PROPER FUNCTIONING. � 4 e 2 48" 30' 34' 12"8 B
' d ° 3 48" 30' 34' 18" B `�: lt �r� \` �.
4. REMOVE ACCUMULATED SEDIMENT FROM THE DETENTION BASIN SYSTEM SEMI-ANNUALLY OR WHEN DEPTH ID J Q- . 4 ° , �`' ;/it%,/�/ f
IS REDUCED TO 75% OF THE ORIGINAL DESIGN DEPTH. REMOVED SEDIMENT SHALL BE DISPOSED OF IN AN � �' �.---Y '°• •• ..' •A 4 t SECTION
APPROPRIATE MANNER AND SHALL BE HANDLED IN A MANNER THAT WILL NOT ADVERSELY IMPACT WATER �- �/ 4�`-.' •
QUALITY (I.E. STOCKPILING NEAR A WET DETENTION BASIN OR STREAM, ETC.) 6 c.DV •�: ° ° a A GEOTEXTILE FABRIC
a
. ••1 •i . • .:. ,;.;�,,,.,,;;.�,� PIPE OUTLET DETAIL
THE MEASURING DEVICE USED TO DETERMINE THE SEDIMENT ELEVATION SHALL BE SUCH THAT IT WILL GIVE � J � a' ` '. `\`,./ \\\/\`2\\``,
AN ACCURATE DEPTH READING AND NOT READILY PENETRATE INTO ACCUMULATED SEDIMENTS. ��// !'4 / / r //i/f / ' NOT TO SCALE
16 ' ... 4. '. : . . 4.•'4 ...‘ *\\j\j\\j\\j\\j\ FRAME, GRATE & HOOD
" 5. IF THE BASIN MUST BE DRAINED FOR AN EMERGENCY OR TO PERFORM MAINTENANCE, THE FLUSHING OF 7�j� r✓-Th`�'.f " �//�/�/i.,/i. /icei�
SEDIMENT THROUGH THE EMERGENCY DRAIN SHALL BE MINIMIZED TO THE MAXIMUM EXTENT PRACTICAL. I r NEENAH R-3290 OR EQUAL
'o d� o c?. BACK OF CURB
6. ALL COMPONENTS OF THE BASIN SYSTEM SHALL BE MAINTAINED IN GOOD WORKING ORDER. LC) f
_ Y
1 )RDC7t
1 ��- ``1) --�f'�\?..._,,, ;, ...,,, lam_ 1 N N' • 0/ -----112 6„ 2,-2„ 6„
ro
z
HEADER/RIBBON CURB N
D AXB H TYPE C X 3'-0" N X N 1 I
3'' 3„ / -- _
12'
!' '1'-'1' X 3' 't'�' // /`
11`:_�" ■ t 1g'� 2'-2' x3' 2��' �J [---12 " 12 ��-0' �, `°i SECTION X
CONSTRUCTION SCHEDULE 8 �, A - 8 1111 30' 4'X 4' 4'-4' -
1. Obtain plan approval and other applicable permits. S ii 36' 4'x 4' 5-0' �- -c, ~� Y
•
42' 5x5 5-4' General Notes: Precast Catch Basins `\� / " ____ ______
2. Hold pre construction meeting at least one week Oa �� 1110
7 48' 5 x 5 61-0' 1. Precast concrete structures shall be in accordance ' a t0' ►�� ----------
I �' / . • . . ' �o" ° PLAN ,- -_,_-----
I
prior to beginning construction. ._ d
PIPE with NCDOT section 1077 for "precast concrete units" � 1�1 ,,,,
3. Install/Maintain temporary construction entrance/exit. �� �� P // �'`\ \ + I�
�' of the most recent "Standards Specifications for Roads and • : • ' d SIP/\"7Y•
4. Before clearing and grading of the site, install silt6„
fencingMI
at the base of slopes to restrict movement ofIIIIIIIIIIIIIIIEIIIIMIIM Structures" And ASTM-C-913 for "Reinforced Concrete Water •, .� ° :rr �� 3'-0" 6"
p CONCRETE BASE � : \1 z -,.
sediment from the site. and Wastewater Structures". / •• 44 "° ' CD•.• • .'', , ". _-- C PRE-CAST
grading of the site. ��� � ' S' CONCRETE CATCH
5. Begin clearing and g gT X T l .� / , � / ' / 0
6. Install storm piping, catch basins, and curb inlets. Y FRAME & GRATE 2. Concrete compressive strength shall be 4000 PSI Minimum and -1-
/ �J �J �--�'" -- l__� �/ I BASIN 4000 PSI
7. Install Inlet Protection for catch basins and curb inlets N.C.D.O.T. STD. #840.16 shall meet the requirements as specified in NCDOT section y REINFORCED
STANDARD BRICK D.I. `\ N
to restrict movement of sediment from the site. N.C.D.O.T. STD. #840.15 3„ 3,> 1077. CO
8. All erosion and sediment control practices will be / 1 �I - TRANSITION CURBING
/� PIPE
IIIIII.
00011
inspected bi-weeklyand after each rainfall event. - f 3. Reinforcingsteel shall be of deformed steel bars conformingto C l /. , �--^� -� .3 ` r0'
p �� Nor TO SCALE 'o SECTION Y CURB INLET
Needed repairs will be made immediately. the requirements of ASTM-A-615, grade 60, or welded wire )) )) \� NOT TO SCALE
9.After the entire covered area is stabilized, all temporary ®� II��� _____k fabric conforming to the requirement of ASTM-A-82 or both. I""-`-1 2 '�� 24
measures will be removed and permanent vegetative repairs �������II 8" B 8"
to be completed. MI z designaccording to C-890-78 for
4. Reinforcingsteel shall be
Mil r
H-20-44 Loading.VEGETATION PLAN VALLEY/ROLL CURB AND GUTTER
an No au i AllPM5. Steps required on structures over 42" deep shall be on steel CATCH CURB TYPE
1.Aftercompletestabilizationoftheentirecoveredarea, 001
X A X reinforced copolymerpolypropylene lastic.
top cover soils will be roughened by making 1"-2"deep NI 1111111111.11.mew P
grooves perpendicular to the slope IIIIIIIIIII. •NI NI
mismai
2. Spread lime (agricultural limestone)evenly over the area �I�■ 6. Section joints shall be sealed with butyl rubber sealant or
NCDOT approved mortar at the option of the contractor. » I �_
at a rate of 1.5 tons/acre; spread 10-10-10 fertilizer at rateMilspecified and incorporate into the top 6"of soil. SECTION Y ` ■
7. Pipe connections shall be sealed with approved mortar. NCDOT
3. Loosen surface prior to applying seed.
4. Broadcast seed at recommended rates. Y approved brick may be used In conjunction with mortar at the \ \5. Rake seed into the soil and lightly pack to establish good contact. CABT-N-PLACE contractors option. .°6. Mulch with 4000 lb/acre grain straw or equivalent and anchor by PLAN OR MASONRY 8. Lift holes shall be located as required for handling and sealed 7.)>.\ \\\ \/\\' ....
/
weighted farm disc set nearly straight or other mulch anchoring tool. CATCH BASNV approved / \1•' .• • :Z. 'Lc,' :• '• • .. .
•
7. Mow as needed and refertilize in late winter or early spring by topdressing after installation with NCDOT mortar. \ �:' d
with 10- 10-10 fertilizer. NOT TO SCALE \ °' �.'+' • ' !
d. P 1' SUMP
6/\Z :
8. Graded surfaces shall not be exposed without grass coverage for more J/ 4. •
• .°' .°' d
than 15 days. If grades are not complete and exposure is more than /// '•
15 days,temporary seed as specified. y . °
�� < PRETREATMENT
MAINTENANCE PLAN
�� CURB INLET SUMP DETAIL
will be checked C O �'�C� O O C O NOTES:
1. All erosion and sediment control practices G �' d
NTS
for stability and operation following every runoff-producing I �'l' �� `\�����1l r �`-� 1\' 1. EXPANSION JOINT MATERIAL TO COMPLY
rainfall but in no case less than once every week. Any WITH CURRENT NCDOT STANDARDS.
needed repairs will be made immediately to maintain all [--1 2 " 24"
practices as designed. 2. 50' MAX EXPANSION JOINT SPACING. 10'
2. All construction entrances will be periodically topdressed TEMPORARY SEEDING MAX CONTRACTION JOINT SPACING.
with an additional 2 inches of#4 stone to maintian properVALLEY/ROLL CURB AND GUTTER
depth. Any sediment that is tracked into the street will be 3. MINIMUM INSTALLATION LENGTH IS 5 FEET.
immediately removed. SPILL CURB TYPE /- \ DATE: 1
3. Sediment will be removed from the sediment trap and block GRASS TYPE AMOUNT/1000 SF TIME OF SEEDING INITIAL FERTILIZATION/1000 SF MAINTENANCE 4. CONCRETE TO BE 3,000 PSI MINIMUM.
and gravel inlet protection device when storage capacity CURB DETAILS ACCOLADE 10/3/23
has been approximately 50%filled. Gravel will be cleaned 5. VERTICAL CURB AND GUTTER AGGREGATE
or replace when the sediment pool no longer drains properly. RYE GRAIN '-2 LBS NOV. THRU JAN. 25 LBS 10-10-10 N/A N/A N/A Scale:
4. Sediment will be removed from behind the sediment fence NOT TO SCALE BASE CAN BE SLOPED 3/4" OR USE A AS SHOWN
when it becomes 0.5 feet deep at the fence. The sediment BROWN TOP MILLET 1-2 LBS JUNE THRU AUG. 25 LBS 10-10-10 N/A N/A N/A FLAT BASE ` SURF CITY PEN DER COUNTY NORTH CAROLINA / Drawn:
fence will be repaired as necessary to maintain a barrier.
5. The sediment basin will be cleaned out when the level of ®� '�C,qp'+(
sediment reaches 2.0 feet below the top of the riser. ��0�"4 Rp��g1 Checked:
Gravel will be cleaned or replaced when the sediment pool PERMANENT SEEDING FOR REGULATORY REVIEW ffi SEAL s SITE DETAILS WSL
_ Project No:
no longer drains properly.
6. All seeded areas will be fertilized, reseeded as necessary, , _
and mulched according to specifications in the vegetative �' .+""�Q r HY0123
plan to maintain a vigorous, dense vegetativie cover. GRASS TYPE AMOUNT/1000 SF TIME OF SEEDING INITIAL FERTILIZATION/1000 SF MAINTENANCE '�A,� ,La, �'° ` •
MARCH-APRIL EACH 4-8 WKS AUG- SEPT , CSheet No:
STABILIZATION NOTES 1-2 LBS APR. THRU JUNE 25 LBS 10-10-10 Digitally signed by
BERMUDA, COMMON 12 LBS 10-10-10 1-2 LBS N. 12 LBS 10-10-10 RIGHT ANGLE
1. All sloes will be stabilized within 15 days of cease of an FESCUE, TALL 5-7 LBS SEPT THRU OCT 25 LBS 10-10-10 FEB - MARCH MAY & DEC SEPT - OCT Shane Li ppa rd ENQINEERINQ, P.C. Ii
p y y (KENTUCKY 31) FEB THRU OCT 12 LBS 10-10-10 1/2 TO 1 LB. N. 12 LBS 10-10-10212
phase of grading. PRINCESS
REV NO. DESCRIPTION DATE Date: 2023.� 0.04 MIMINGTON, NC 28401
2. All other areas will be stabilized within 15 days of cease of SERICEA 1-2 LBS MARCH THRU APR. 25 LBS 10-10-10 FEB - MARCH 1/2 TO 1 LB. N. N/A any phase of grading. LESPEDEZA (SLOPES) REVISIONS [phone] FAX [phone] FIRM: C-0829
/ '1 3:02:54 -04'00' /

1 \ \
*$ s�� � �y. «\ LEGEND
�. `� '@"• .t ',� x^ a+" „"mot "' „tr{d �' R -� d
all
',"-- ,,..,.;,,le"40.1,%„.„,,, ,,,,4,...-.4m)500,,,, 4.,',„.10.,74.�� �9 9 ~ --, l\ ! 'Vy FLOW DIRECTION FOR DA-2 LOTS
t4:64 Y \J// fit- o.:. ,�s / DRAINAGE AREA 1 \ / \ HP HIGH POINT
x � .1 ✓./. `t4E o�• "�� �. 345.762 SF I V 1 CI
' h �^4 .- \` � • E ." _ _ _ - 11.9X IMPERVIOUS DENSITY I \ t \ CURB INLET
_ LOW DENSITY
Y �r �% % •- • ~ s \ T I -W ----1.,, WEwE1:17-1`
\ INLET PROTECTION
'< z �' .ra� F ka, �.�„!� 3 ..-.' Q'075,kCRES•• •0.070 RE •�• .- �` .NF-S ,� s z
a / �� �� I. , '°- \ /7/ j sWMH STORMWATER MANHOLE
,„ T ° : , a r `�1 v ,,- ' ..4. z_ `\ '� " �� \ / �s \ WATER VALVE
' .q u � \G V'1 �.-��;i / s /• \ \ \' // r~ • »,y�,2,�`•• / \ \\ /i > y�.s FH --
r 2- r- \ ( FIRE HYDRANT
= r \ / I / I �-- FLARED END SECTION
,.,v„ ,A z*:,r, hs.k+, L2: ',�]�r'�//� f`t•f� .r } / \ `�,. \ / CT / . ....
x+.`. z.,x _eE,, ,.„..�u r'..r, ,�s.. ..z..+. _...+.+,,s.. ..rs.s..-V.. _,L,,s /' ., r-''\. (' `. . IA' " ; 1 `• \ �` - -
n / 1 I "• \ f fir. - _ ,,' ` // w .. 18'RCP OR PIPE, TYPE AND E
NI VICINITY MAC NTS b•`» \ / � f `. •• :, wsr .. T �I - -f ' Sys• / / \i k --
\ ST MWATER SIZE
FROM F.H.
k.
, ,
.' OM� \ I~`•,� I � 250' RADIUS
7 ram\, __, ''S \ / .:. �`FT! � ' �»"• % F /\ I .. . , .� ' '.-wET ..> w_ __ _ DI® DROP INLET
l \\
,. .. .,-.--:-......\/
, ...-
\,,
PT
/ !hr \ .�. . " . . . . W . . \\ / \ \ \ \ I © PUMP TANK
/ ' { z \ / ,
> I I _ _ _ DRAINAGE AREA BOUNDARY
' �i�`'' \\ f \�\�- \'` _ A ' " V`» .«•"»•.•.. .•. .y»•.•,•.+"•, . . . . . . , `. .`t, ,` \\ \\ / ��•• 1.16.°1 \I� I _ LOD - _ LIMIT OF DISTURBANCE (LOD)
�%l \ \ \\ . . »:t\. . . . . • :f ` . . '`' ✓. , \is,� / \ \ �� \ 2,000 SF HOUSE ` INLET PROTECTION
/,, \ \ \ .� > . . - > ��'• / \ \ _ \ ' LOT 20 e �� w�� SF SILT FENCE
/' ` \ \ ��\ \ \ �ao. . ""j '�,1•` " "p. « r--veer - 12 ��:''''A,,....-
`` DIFFUSE \ .4"01 i
/, • -� • r •\ ` \ ; • 5a ca Z\\ \ RUNOFF`) i
/ T /`, \ \ ? \ • '� \ -'..-, -s `� :y :r:' \ cA. r ,-r-/ �, / / \ • a GRADES SITE DATA TABLE
/ ,i �f 7 f�- / ' (` \ 1 . %' " : �`_ �� % " \ :.Y_- �s •
4 _ ` ,, PARCEL NUMBER 4224-70-3758-0000
/ �` / / . . . " _ �\ \ _ • •``" » r`» ". . .=: •• wE�j- - wEr . 14 / :fR +1 _ ,}� y.. "• / ADDRESS 2301 S. SHORE DR. SURF CITY, NC
/ / - j »`» » » • " \� ��� '+»" "JI' ,•[` / / /,/ ' - •, ,, 2 { � .aid' / 34.4029 / -77.5813
CS LATITUDE / LONGITUDE
f.
/ •/ �. / I :t.. � ' / - 1 OWNER AMERICAN LAND HOLDINGS, LLC
/ . A .` " ' •• �A .'''. / / / , \ / '� s4j'•1 ADDRESS 610 WEST RIO RD CHARLOTTESVILLE, VA 22901
// / / " / / •• "` / / f/. e% $.o / \ r.i "` / CONTACT BRYAN HAMBY. 432-234-3657/bhambe090ama11•com
/ ,',/ / r / \• » 'r' 15 ( ,,'"if
// - / ` L"�\ •pE / \ ZONING
'� • O _ R-5000
7» c» \ a NE dl \ M.
/ 1 . » �� . • 4I �. \ ` , / >� \ �� e*SNAo / �` ! PROPOSED USE 539RESID�ACRES
/ �` \ /. / r l 8 \ 4' TIAL
F 4EV P� __ / \ \� ®� TOTAL SITE AREA
` ,-- __ '�" ( \ ( / / 7.5 tioNE ` TOTAL SITE AREA DENSITY (BUA) 28X
\\\ 4, - ". «r` .rL.r�\ �.- / ,. 1- \ �" ,,gyp
\\ ;` ! /
� T « " \ \ 'A . •
16 / .7 ®7•5 I #, '1•. / \ DA 1 TOTAL AREA 345.762 SF
I
\ } z _ •"»`» ."•Y» \ I \‘./ / / ` O \ - DA 1 BUA DENSITY 11.9X
\ i / I cc A _ +» "„F : 1 , / -.1 ii•• J J ` /, 1 •
8 O\ a. ''� 1Q S'sr/• / I \ \ �� �. �, PROPOSED BUA - DA 1 - LOW DENSITY AREA 38.250 SF
\ \ L, \ -' t �. "`" '"'`+ T ( \-, A� C - // \ 7.4f -_ _... )( �• 'Ov, \ + _ PROPOSED HOUSES-17 LOTS/2,000SF PER LOT 34,000 SF
\ \ \ UPLANDS 9092 �+ • - i »' � �/ \ / --- DRIVEWAYS - 250 SF PER LOT 50 SF
"\ `\ \ :� *.�r.~�. .' � •� s ��\\ / I .„ ® ; PATIO PADS 0 SF
\ Sq.Ft. 0.209 t ti "��''' .� 17 P •: / ®78' t - \\ r J \ , 7 4.2
\ "' ACRES . .".`. 4 > �, �� �5.5 ®7.5 *�
. " " .
R S
\ , `'A / �. s» a asp c Es" " ..'r' (� \ „`' (". \� :2 7 \ / 9 ~' / / _ 0 0® DA 2 TOTAL AREA 309,957 SF
\ •ti w` , " ,a�� f • �� p \ ' 14, ��\ \ DA 2 BUA DENSITY 48 3X
\ �` UPLANDS \ �� /• » • N \ / \ ti s1- • • ' �� /N° /' � \ y - '(\�,�, \ TYPICAL PROPOSED BUA - DA 2 - HIGH DENSITY AREA 149.588 SF
\ /_,5 ;-� •"�t• » ) / a •,/•/ t: \ •✓'. /, a . / \�� \ \ © \ I \ PROPOSED HOUSES 2B LOTS 2.SOOSF P SF
\ .. � - • -,9 / ,8 0 / �O , lc'a \ e/ I 0 W DENSITY LOT COMMUNITY AREA BUILDING / PER LOT BS,OO� SF
\ "•�. • r, l �1'. . ` / i ,0 \�� J / 0.0 ' 1\ I \ \ ROADWAYS WITH CURB AND GUTTER 58.500 SF
\ « » • `. ` ` 1 / ./ p \ \ _,,.-41. \ \ M r 3,627 SF
\ "�► i : .--YlET , » • •h•`•' I. ,,.�. , . • :4 . " / .\ • r t , , / / /�,/ _ SCALE: 1 =30 SOLID CONCRETE SIDEWALKS 8,736 SF
\ �ME 7�ANf7S 442 " .. „,.., i;•",, / , 7 1 11 / 6.8 / / r' \•
\ '�• Sq.Fd' d.oS� /�'_ / f ® ® / -7_ / \ 5,200 SF
\ . .� / t' r, 4.5 �` s�, --� ��. � � PATIO PADS
/ \ \\ `` \ ' . m. . .�" . • A€RE5 J 2 \ - .-",,// ( s.o f f �` r S \ �� �- / PARKING (11b7 STONE-PERVIOUS) 0 SF
\ t\ `"` '''�•�•` "'+ .`.' c 20 \ \ / - s \ / , f i o / - \ �\ /•11' • ANN414a6/
4111 • 7----:/.
, C
•\ \
\\\
L`J% / d� ;; \ / � ISLAND j t \ �� CD J ..-. r C' \ -� ®> °.82 ' / 3. GRAVITY SEWER 0'-3' TO BE DIP COATED.
/ / 7.7
® A i(,
// A \ \ � f' /, • �'- Q�3� 11.5 t / / \ V 4• INFLUENT PIPING TO WETWELL TO BE DR-18 PVC REGARDLESS OF DEPTH.
\ - \ -- / \ / \\ .� t/ 777:,\,/,\ ,,,,:--\-.
::17.,r,%-
{ / •.t \ /\ '�'/ r -- - t i f 7 f }. t - ? 5. MIN. DISTANCE OF 18 VERTICAL OR 10' HORIZONTAL SEPARATION BETWEEN WATER AND SEWER LINES.
�/ \ � / y ` 1 \ y \ c,J f \ \ SF 72,- �y v} \ 6. MIN. DISTANCE OF 12" SHALL BE MAINTAINED BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE
/ \ \ 44 / OUTSIDE OF THE STORM DRAIN.
� \ 29 • 1 `` / / 7 \ \ \ - i0 f \ �J °cam\ 30 / ., / / 7 "i \ �9.0 / _ \ �\ 1 �/j / .� 9 / \ �� �P O- 4 / \ MIN. COVER of 30 A80VE THE WATER MAIN IS PROPOSED.
._\.
i \ f h'\ \ ) �/ / \ G_ �- � / \ \ 8. SCU DOES NOT REQUIRE SEWER CLEAN-OUTS ALONG THE GRAVITY SEWER SERVICES. SEWER SERVICES
/ \,� ` \ ` 1 i x =,4,, F \ �� / / / _V / // - - - \\ ap 12.5 /,• / \ MAY BE PLUGGED AND BURIED WITH ADEQUATE COVER.
\_,C. Q�`�o I >y ` * !`�.• \\\ i� '/ ! `� 1,0 42 i /%/ / ~- �c- `"� - ��P° \��4EX aY pr s-\ / `�/ \ \ \ 9. SEYVER SERVICES TO BE CONSTRUCTED PER CURRENT SCU STANDARDS SEE TYPICAL SEWER
CONNECTION DETAILS ON SHEET D4.
1 ®9.0 \ 8-�� _ ����� \= _ O\ �1� J " �' / �F \ r ' .�:/� `� \ 10. MANHOLE COVERS TO BE USF 868 RING AND KL COVER WITH 'SANITARY SEWER' CAST INTO THE
30 I�I� Ilp••. :� t \ '� ' ��P �� O� i� f' / V COVER.
\ Ify • III I IIIIIIDII / CP
- " // / p � .'Y
j �� / pllll \ / ' /\ C� ,� 1 ,- / IIIII `L ,_ / / ( > \ ,/ \ /�9� \ \ ON SHEET D4. 3'
\ Q > s IOI II I�II� fu. 1 • ✓ ,/ i --"\--
0 \ `� �� 12. ALL SEWER UNES AND SERVICE LATERALS MUST HAVE A MINIMUM OF OF COVER.
/ sl ®9.0 \ .' �I� y) . _ / \ to I / `0p' °I- ` \
\ I i 13. A MINIMUM OF 18" VERTICAL SEPARATION BETWEEN WATER AND SEWER UNES SHOULD BE
\ S 31 \ \ 4i+ v I I�IIr I IIIIIIIII l�• f / ? ! )0./
/ / 4� �' \`�\��9 `\�/ / / // \
\ ''� 6' v \ 1/4_ --• --- \ �� IIIIIII '+� • - tr
,• / <` ? / 1 40 1 \ \ , /, / MAINTAINED WITH WATER LOCATED ABOVE SEWER.
\/ \
\ e \ /
%.41' -\ (-CC) \\/ ,\\ \ _____JI ( _el: ,\, ,,,, _.),) > ,
/ / \,\ --c, : -,c
\,---,,\N __,,) e - / ‘ , .
\\/,// 'e-/z z z \\ \
\\.:SL• t (?309.0 -
/ m g
ci
z 11 / /\
\ `6)6, "-\49.c ----c .._,(ir I/ ) g'_,GD, 7 z'''‘' z ///\:--- -\ i
/
' z ,./' :
I \ \ \ c?-vz ifi4 %< g`/
/ . O// \ \/\ / i •• oiTh. Pi m o
_
r, d
z,' \
/\ , / ..„, • .\ \, z
_ /
\/. \'' \ /
,. /' .z/z
______=
/ \
i\v �l ( l 1 'p� / �,N v v Ak oQ� \\X
/'/ // \ DRa GE ARE B�
/ \ v f / c, �\ / /' ` / \ 48.2% IMPER S DENSITY
/ \ '�
\ / \ - 1 35- -- - /.. \ �\� \-_,..,--/
,' °i 2 HIGH DENSITY
\Z
/ \
L1J _ -II /� / / / \ \�� 34 12. \ \ !_ T � `9� ( /' PA \
�" , SHEET Flow TO STREET l^*` t 7 ' 6. e \ / \ `, aze , 4�' �`�� \ '% • /� / �1�' \
CL a � N �s •s \\ �� ` :�;, ` �9}`,// .�9V FOR REGULATORY REVIEW
0 I ////I/////.�/// / //• �..�sr: �=. / / / \ . 11Yo \ \ \`/< / / (-DATE:
F- / 1 \ '250 SF•I \ / / / cP \ �QO Y� /. \
(� ¢I t / LOT30 \ Di� / \ / / \\4 \ �� \ c' \ Ex tt.a� ,` / \ 10-17-23
(.1)
, n E ®2,000 SF HOUSE `1 \ t <��Ru� 1
V l \ �, \, ,,, - ACCOLADE
Q I \ / / 9O \ \ "!\ / \ �P°C \ *i.: `\ // / / �� • op/\,< \ / Scale:
1
J 3 ma: \ i// /I�/////\ /i \ \ / \ \ \\� . /' // \,,,..-f-- --", 0 \\si, \ C) \ \
SURF CITY PENDER COUNTY NORTH CAROLINA n-60'
/ 1 /
\ / / / NNC
~' "{KOEN4tt7/
7.5'SETBACK 1 I \ \ /♦ % °p`. /
D = SHEET FLOW TO STREET v. ti' \ \ �� /' �� �9t \
fib
\< /‹
.
l CO re(3)----7-
S \ s / \ / / F+ / \ • Check L� I . \ / / DRAINAGE AREA MAP Pro t No
• HY0123
TYPICAL HIGH DENSITY LOT / / \ %1 , 1 \A \ \ / \ ��� / �` "�:iug99:n;:d
Otikt0 J\ Digitally bySCALE: 1"=30' \ / \ \\ \\ / , /Sheet No:
/ \ \ ,/ RIGHT ANGLE
VA4
Shane Li p pa rd ENGINEERINQ, P.C.
212 PRINCESS STREET C8
/\ \ \ / \ / REV NO. DESCRIPTION DATE Date: 2023. 0. 7 WILMINGTON, NC 28401
REVISIONS [phone] FAX [phone] FIRM: C-0829
J �`I7.29.50 -04'00' J J ` l