SW8170602_Approved Plans_20170627

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SURVEYOR'S NOTES ��
4 0
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ZONED RA NOTE IN FLOOD ZONE "X" WHICH IS A R/W \ ,� if_4, e s 's, ,�
ZONING SETBACKS PROPERTY LIES WITHIN SPECIAL FLOOD HAZARD AREA AS DETERMINED BY THE FEDERAL \ '�' y/G �, `�'� o 0
FRONT = 25' TOWN OF SWANSBORO ETJ EMERGENCY MANAGEMENT AGENCY, AND THE NATIONAL FLOOD rvr O,A'S�, qs,� ° z
INSURANCE PROGRAM. COMMUNITY PANEL NUMBER 4,A94B y� 9 s,�y w
EE
REAR = 30' 370179 3720535500J. NOVEMBER 3, 2005 'y 'yam °yF �,� O°�e�r �, # #
SIDE = 10 TAX ID A�S�> q s �sy A o
SIDE STREET 20' NOTE �bSo �4 � gg
1319-61 �9f� p G F' , 0 cn
0
BENCHMARK: SMN
ADJOINER'S O -J T
ZONED B-1REFERENCES ELEVATION: 31.41' EXISTING DRIVE °•4,� Fps, G�� �C�j o
VERTICAL DATUM: NAVD 88; HORIZONTAL DATUM UNKNOWN �°\9sq 4s�'`� s g, �� 0 w
0$5<.,1‘,
ZONING SETBACKS \ �e y , �, V . a
D.B. 313, P. 687 VERTICAL DATUM OBTAINED WITH TOPCON GRS `\9�r N
FRONT = 25' D.B. 463, P. 417 USING N.C. GEODETIC CONTINUOUS OPERATING �, \ G\T � \ / .- N :-
ZONED = 10' D.B. 544, P. 63 REFERENCE STATIONS n\� \ ' ' w
SIDE = 0' - D.B. 1669, P. 862 NOTE �P� �ev \ \SMN Q• ,, :SIDE STREET = 10' D.B. 1673, P. 371WETLAND DELINEATION BY Pie a' �\ ` :' : :-
SIDE ABUTTING RESIDENTIAL = 10' D.B. 2721, P. 169
D.B. 3052, P. 442 LAND MANAGEMENT GROUP �o�G. ��� EIR \ o o
FEBRUARY 20 6 �� / ., \ ��� i `� VICINITY SKETCH cv
D.B. 3424, P. 533 �. / �° s • g cio
4, �, NOT To SCALE w c 4
OWNERS D.B. 3668, P. 929 // / s9 �;: 5ti,// \ ` "i
ONSLOW COUNTY D.B. 3869, P. 55 NOTE \ �' �s NIP,\\.„743,‘,_______\41.136.(c,:i.13HirA.13\\
a N R4a.
D.B. 3925, P. 299 �,. \ \ z _cv e
ABC BOARD EXISTING BUILDING = 505 Sq.Ft. ,� a�
wdza, � ,00l=
D.B. 4420, P. 80 __ ..- -- -� O \` d z y v N ti
EXISTING PARKING & DRIVE = 13681 Sq.Ft. `� / / \e \
WILL: 06E442 / r� \ �o. s o e N N c
M.B. 25, P. 4 EXISTING TOTAL IMPERVIOUS SURFACE = 14186 Sq.Ft. -pR �..�� ems- V. z e o r- °:z
TITLE SOURCE P -- / s \ M .0a
M.B. 40, P. 118 TOTAL LOT AREA = 137587 Sq.Ft. >� v >r d. /' / \ -ass o - a) e
D.B. 4420, P. 80Ft NJA
,0 / L .I- l- --- "--. `.� s , .� cc -1 e c o o 0 m M.B. 50,1P. 110 L ._.._ ..r'7 / cc v) e E Ti v v
EXISTING IMPERVIOUS AREA = 10.3% r �ORMER� �b1C / \ '� �� ~ o ••
M.B. 51, P. 61 041 PR°QERIIE3' \ �,Q� w z a -- a, ai *-...1
M.B. 58, P. 47 tsANCE 1 ,73, P- 1 '�'"� / '/ �w S',y N v w 3 E
DR, AST q ,, + \ \ �l1►.►.\_ \<-‘-''.31-
• ce c:,LEGEND \ �R P113 35� �'" / / �` e •, cco
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CC = CONTROL CORNER M•a 40' B 1 42 E o •f:
ECM = EXISTING CONCRETE MONUMENT (FOUND)(CONTROL CORNER) s R ��\. Z°NE4 6.15' .-- N5�4 � n \ '��\.� s �s/ �*', / \ \R ORMERGY WETLANDS � �2Z.03 "`� REMOVE EXIST WATER y q
EIP = EXISTING IRON PIPE (FOUND) MOW oR s \ELINEATio ...q"a _.-- / / / MEIN & SERVICE. \ \11;, �' 2
OR = EXI IRON ROD (FOUND) N RA�n g62 -- -- J....7......
`' / / CAP SE VICE AT MAE \, G,� 4
EMN = EXISTING MAGNETIC NAIL (FOUND)(CONTROL CORNER) \
�� �ACC � � � EI��w �EI F v ( / � ...-/----
� � ` \ s.�`S9j' �� ' �� O��" 2 Er
EPK = EXISTING PARKER-KALON NAIL (FOUND)(CONIROL CORNER) `� "f -►cif / \ ors / /
\ s
ERRS = EXISTING RAILROAD SPIKE (FOUND) WETLANDS Eo e •�� --- �soti �� � W
�. g_ En D 7
DELINEATION _ 9 > /� y\--`).: 4 /\ / \ \ \��a G i�MBL = MINIMUM BUfLD1NG LINE �' ` �F�s 11111
W ~/ "s� \ �,NMP = NON MONUMENTED POINT EIR � �'�"� �`' / `~�� \''�' \,. � ��� UPLANDS , `
r . _� —�ETIAdI?S�JNEATIOi \ \ + \ Sz- i ��
R/W = RIGHT OF WAY ,� �r \\° / E � ' �� -� -- — ( \ Y O __---3"'
SCM = SET CONCRETE MONUMENT (CONTROL CORNER) .r-- �" '`` `-� i' C _ s
SIP = SET IRON PIPE �� / \ \4 �x�SIR = SET IRON ROD --� \ \� �� _- -��'\ \ / > \�i `�_.,.✓" / \ '\ WETLANDS ' / ) \ � 9�s S II
I� �'('� RSMN = SET MAGNETIC NAIL (CONTROL CORNER) / ''` \SPK = SET PARKER-KALON NAIL (CONTROL CORNER) 4
= CENTERLINENGL� FAMILY ��` �` /- WE7�ANDS DELINEA710N \ `rc3 \� � sIl = WATER METER RESIDENTIAL HOME \ UPLANDS J lANT NOW OR FORMERLY / ` / \ , \ \ D F �, 10 FIRE HYDR / \ }�kMcKNIGHT WETLANDS , ( Q y/ 22461 Sq.Ft. /YYV \ \WATER VALVE D.B. 3°52, R 442 o-s,s ACREsZONED RA /\ \ /� '~, `� b. �� �,y= SANITARY SEWER MANHOLE ,� , \ \ \ \ 1 / � �y�Go = CLEAN OUT \ ` AREA \ /7 �\- LEPHONE PEDESTAL / `l7587SqFt� \ , �� °yF -, � \��pH - TE /ry = TELEVISION PEDESTAL3. 6ACRES \ 1 // \ � ��P�~-. �.FO - FIBER OPTIC CABLE MARKER / `\ / \ / \ , ii,`,.,.
IGHT POLE \ ' /� = POWER POLE // / 3r- \ \0 _ } �T` ,/'� ,, ' \ I- CC
Q Q
tsq. = POWER LINE { \ ` N _
/ / o U a
CO = ELECTRIC TRANSFORMER --1/ \ ^ \ i-- ti° \
\ / \ \ \ X ass. co
X1.5' = EXISTING SPOT ELEVATION \
• = PROPOSED SHRUB _ -- \cr./ \ \ a-
��. / \ // \ o`.�� /�,� \ `oho, Q CO
a = PROPOSED TREE t---" , / \ \ -1 / \ `� czQ V(D0,, \ Slik \ CO
�_ INGLE FAMILY ~' zONED �� e--
��.r S O ZONED RA �.. / \ \ �/ N1� �SIDFi�T1L HE ` / �21 / �/ oTin / \ ,�$�/ 9so� WL hi 00
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NOW OR FORMERLY "') j \ \ / /BAREFOOT 1 I \ / / \✓ � 7 / /5 ,.� `' F- z t IWILL ESTATE <cl/ \46E442 Cp/ er / \_ � / STINGER'S O t'""\ ND RA ,h Y9 ( EXISTING DRIV �f
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c v STRUCTURE LOCATIONS :-N........"
J \Qr r ARE APPROXIMATE —� D1ST + ��
/ �"' DIST_- ! _r0 pO O ' \ d-
4i� w / \ 10Ac �. R f-�R � �20�w�3°4 4 Nmvs °W OR slogs,RNO ENGINEER NOTES: DCa o0
a / ,- S o 0 0 ��cn o y �sj g5 1. TREES EXIST ON SITE, BUT ARE NOT REGULATED, AND
� \ —f'J zV3:::::4341
�ou�0o ' 2 SE3 W 3g69, P•150 \ THEREFORE NOT SHOWN. THESE TREES WITHIN LIMIT OF +�
C� Q EX�S�,c \ -�--- 216' EIR '"' r,� ,,moo "` �'3� 50> R`6DISTURBANCE SHALL BEREMOVEDAS NECESSARY TO O a
ca60A. � o zQ o ZONED I--
\ x�,_N � FACT LITATE CONSTRUCTION. cC
/ \ ,i ` = O�tit �-- o�' -�, -'�oo ` \ 2 SEE UITLITY PLAN FORg. ALL COORDINATION REQUIRED WITH 003 co
Q / f,,� �— a 0\0 2" '0 °`� ONWASA PRIOR TO UTILITY WORK. COW U
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o EIP ON1I 23 °'a `�� 3. BASE MAP SURVEY BY CHARLES F. RIGGS & ASSOCIATES, INC. 0 Z
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/ �� °Fg3NP 411 21 S SWAtaSB°F`° i DATED OCT. 25, 2016. Z 0
«►�~ hF > OW REY i
o,a• o RA R�nE 1 s�A P°R 4. CALL DUKE ENERGY PROGRESS TWO WEEKS PRIOR TO Q I- O
EIR �0C1' SOW °RG �E �g E`�AMMOCI� PERFORMING WORK. JACKIE LEE 910-346-1412.
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GROVE 250 0��"� 350.o '
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SHEET INDEX loom!:::
Air $O SIR �- -•-� Cl EXISTING CONDITIONS AND DEMOLITION PLAN SE"
R/W /
EIR C2 SITE LAYOUT PLAN lok
�� C3 EROSION CONTROL, GRADING, AND ?� '°� `�" `?� ' �
1157 524 es- 1� ��� BENCH 4
SMN 35.24 •� „.„ +
NODes�a E SIR SPHA�1 QR1VE _-�` RIGGER D�� �As�M�~j) �� STORM WATER PLAN
EAL
SMN „5r >a �- _�
----�" , (A PNA' "PRIG C4 UTILITY PLAN 24aj9
/ �� �_ C5 ROADWAY PLAN AND ROAD WORK IN NCDOT R.O.W. g'-.o,'lg�„Of J¢,`'~�
CS SITE DETAILS ~��irrrrHiuti+A+ ''�i;
/ ' C7 GRADING DETAILS
�"'y`Q Z�'Zo1
S I7ot
C8 STORM STRUCTURE DETAILSflFCFRF..E
°E� �° eY: MARK T_ ARCUR!
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DRAwri ear: HWL
C9 UTILITY DETAILS (WATER) cwAu�lr coca MTA
w / scAt� NOTED
\ C10 UTILITY DETAILS (WATER)
r�� c,d F� NUMBER: 791 aoo
R/W • RiW\ c. �• C11 UTILITY DETAILS (SEWER) _� �_ 0AIE: 06-06-17
R/W EXISTING CONDITIONS AND DEMOLITION PLAN c12 DRAINAGE AREA PLAN EXISTING CONDITIONS
OSCALE: 1 =303 60 ch 0 AND
DEMOLITION PLAN
SURVEY BY:Immimummes CHARLES F. RIGGS & ASSOCIATES, INC. SHEET NUMBER:
GRAPHIC SCALE in feet: 1 inch = 3() ft. DATE: October 25, 2016 C 1
SHEET 1 OF 12

MgRY SITE DATA TABLE LEGEND
S`/ �/� NOk, Rq w pi?
MAP NUMBER: 1319-61 i` 3 CONCRETE
ti o r Q LS \ F T 4U � ''
'Q�` CIF F�-4,1, Q R F RF (/ QF PARID: 025739 -# `"' �
W W y PARKING & DRIVE AISLE LANDSCAPING oi
oi
/1/0 S/p� /<4 F./os • • n,4 ORM q�I N /1/ R/NO 4)7)7, NC DIN: 535504700971 w
!y ti� �/ O,y T669 LS FRS y \ qNC O V,44 Fss DEED BOOK & PAGE: 4420-80 cape, <
p O,Q q� �)- titB Rq0' p Oa Pi;)R F �qL/ Cq PLAT BOOK & PAGE: 25-004 150 SF SF OF PARKING LOT LANDSCAPING rr ql� Z
'`�O O / o \ ZQ 40 T 862 , Op�R,/F /�/F RF ACREAGE: • 3.16 a g g
c y
ps tijG, �,� ��. NF p \ 6� RTj R(y ZONING: B-1 LD LIGHT DUTY ASPHALT PAVEMENT s n
Oil, 2 h�j. F/Q / 4 ,0 e. 7. 4,7 ily p FS GROSS FLOOR SPACE 7,825 SF HD HEAVEY DUTY ASPHALT PAVEMENT . Et o 0
F ,o �Y „ T /
O / 3 4p 77• 3� NO BUILDING HEIGHT: _ FEET 0 K
\ St / / >>: _� \� / 82' dL S p 7 PARKING: SITE a a
�2 \ \ \ô04'FFS FD 77 K REQUIRED 7 825 SF 0 1 300: 27 N < <
\ / FqT S 7 PROVIDED: or - a
/ TO.
/O STANDARD: 26
\ / •'� _ � - - � HANDICAP: 2 = N/ • \'`,„ �� 6 TOTAL WHEN COMPLETE = 28 0
\ / 7 \ / BUILDING SETBACKS:
I VICINITY SKETCH csi
s / u - * _l • `�8 \ ` FRONT: 25 FEET
/� \ '� .� ,, 8 REAR: 10 FEET NOT TO SCALE Cr ,,j E��-i
IFS/O�c`� \ / / • o ��� \ \ SIDE: 0 FEET F �O�O , z W "40 o , x 0
\ T 100 W 3 et R c W
O • \ SIDE ABUTING R-6: 10 FEET S
�' �T / ..: • c,2 �\o \ FLOOD ZONE ZONE X //It c‹,,5,, m z N co a �' a. L
O 9 )-
e� 'Q / \y �� j \ \ (OUTSIDE THE 0.2 9� ANNUAL CHANCE FLOOD PLAIN) °�S'i�� R/W a w q •z oi c E
/ 4) ' Q / 6 • SOIL CLASSIFICATION: ONSLOW LOAMY FINE SOIL xi 50 N N =3
OC '�Q� lam. • �A� \ LANDSCAPE CLASSIFICATIONS: * 50' = z m 2 ti ti s
�0,�F;ST,q T �Z}- / / U '9/(/p \ r 2�NS>. PARKING & DRIVE AISLES: 33,926 SF � �, Cr) _
Fp Q2 i� 01 / S 3 6 LANDSCAPING REQUIRED (8%): 2714.1 SF i to Z a •— c� a���
��j5 & O` ` LANDSCAPING PROVIDED 7230 SF EDGE OF ASPHALT o N m v v
�'�/ / Z J • 4 TALL BLACK 3S� .'"\..--1 *--i L\
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•
\� G Sp p N SO '�'\ 536°21 38'W ELeV 31.41.
1.41 24419
yq4 �R \ ZQ�F , p SS C °,/ GLASS & MIRROR 1. BASE SURVEY BY CHARLES F. RIGGS & ASSOCIATES, INC.
Tip O / 0 R\ 776 ,p ROR 2. BEFORE PERFORMING ANY WORK, OWNER REQUIRED o cn Z �s�s ��r'
1�/ I/ s/,u,•3rw�, N Z IN
[i / 6 TO OBTAIN ANY AND ALL PERMITS REQUIRED. -4 - PROPOSED c) • 9
•1 TF a� EXIST. NATURAL BUFFER o �`, 5' SIDEWALK z ��'�►R;��T, tA� ,
�9S TO REMAIN 3. CALL NC 811 BEFORE DIGGING. N )=.
ttt! rI
Ej� 4. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS OF WAY o EXIST
NT) ARE TO BE THERMOPLASTIC & MEET NCDOT STANDARDS. W rvK DESICNEO BY MARK T. ARCURI
I
�I I 1 OO' DRAWN BY: HWL
TOWN OF SWANSBORO NOTES: MUTED I 50 R QUALITY CON1ROL: MTA
■
I 1. NO CHANGES TO ANY ASPECT OF THIS SITE PLAN, INCLUDING BUT NOT UTED TO, 1 SCALE NOTED
50
LANDSCAPING, GRADING, BUILDING ELEVATIONS, LIGHTING OR UTILITIES, WILL BE MADE o FIE NUMBER: 7910.00
A WITHOUT THE APPROVAL OF THE TOWN. 1 E DATE: 06-06-17
�\\ 4/
�' 2. THE SITE SHALL BE STABILIZED AND SEEDED PRIOR TO THE ISSUANCE OF A 1j1 p
CERTIFICA11ON OF OCCUPANCY OR GUARANTEED BY APPROVED METHODS, IF APPLICABLE -
S IT E LAY 0 UT P LA N / 3. ALL REQUIRED IMPROVEMENTS SHALL COMPLY WITH THE STANDARDS OF THE CODE OT cow / BY: -- SITE LAYOUT PLAN
SCALE 1" = 20' A ORDINANCES. SURVEY BY:
0 20 ��,. 4. OWNER CERTIFICATION: F. RIGGS & ASSOCIATES, INC. SHEET NUMBER:
�, BY SUBMITTAL OF THIS PLAN TO TOWN OF SWANSBORO FOR SITE APPROVAL, OWNER DATE: October 25, 2016 �j2
GRAPHIC SCALE in feet 1 inch = 20 ft. I >� HEREBY CERTIFIES IPJTENT TO CONSTRUCT DEVELOPMENT PLAN AS SHOWN.
�i ,
SHEET 2 OF 12

M
s/,� F%, No��'Rq pR0 L E G E N D 4
'IFS/G << OFFTq O/? �(.S \ FF,� c0 -54 -- EXIST. CONTOURS SS IIIR
O F R� TO F -54 -- PROPOSED CONTB • )2
P0f WALK �, _
\,,,.
FO' ,p �r ,. :•. Z'':2� :`` I B8T ti1 TR 3 /F j- i• ME E LIMIT OF DISTURBANCE TD TOP OF DOCK s
•- 8 \ 9�\� 7 B �4C' A S / TEMPORARY INLET PROTECTION BD BOTTOM OF DOCK �� A § W
'Q . sr r-r 4 T ' 3 /V / o
:: J O p / 7 TC TOP OF CURB o
2 ® ,� •. , . :•gip•" •�•: .. _ ll N 0 0 TEMPORARY SILT FENCE o s�TE W W
. � '�-�` RcP /a ._ . O<iti-T,I, �O B� 7/8 TREE PROTECTION FENCING BC BOTTOM OF CURB N < 6 N
` �/ 1i' Lt- -2s O FE FINISHED ELEVATION a
/ --1 .•: _ . -.�' �/ .�,� � � � i __� DROP INLET ,
• •• - •• : /-2�` \ \ oil, CI CURB INLET INV INVERT DINT A n n n
o o. .::' :�r �- N BOT BOTTOM \ 1 = o N N
S/ ca '�, ��1D RIP RAP ✓ > Fi \ JB JUNCTION BOX r r r
tiC ':;' :` �� , APRON ry / 7� �� �> C.O. e CLEAN OUT F.F.E. FINISH FLOOR ELEVATION 8 8 8 8
�FS� !F \ BEGIN SILT FENCE / ► :::'�" ' ::::::::' = ' . �� \ 8 \s RCP REINFORCED CONCRETE PIPE
VICINITY SKETCH
�O • •' �`� '' - _._ I \ 8 SD STORM DRAIN
' VEGETATED SHELF NOT TO SCALE 1=�j Off. /,9�J, •
/ �r e' �• :�3`:'=' • ; e \ `' � RD ROOF DRAIN ��
• •- \ N, Fi W ROOF DRAIN CLEAN OUT PLANTING AREA F 9 . •, co
yy /SO�o z ' .c x ono
.<` i ` � �; .::-':: r , :''�6' ':: :: :e+o�� ` �, \ WATER POND R �i / 100' LU = o =4.
�'Q O 'S' �� ; ,. 3i'::. :�-:- �, • - RIP RAr� �;2 \ PW POTABLE TURF GRASS /1, 'I'F 7a N z co co -
F O / • • J �,�, \ WATER c 4'' -CV m
° '�O��L� til�C` %a`•' J �� ��1 . . \ \ P \ \�/ - FW FIRE WATER WETLANDS FILL AREA p�Q�� R�W Q z > v N c a
O� Est 7- "� -� _ _ { o- r � Waza+ act=
12
6 �5�-q,T 'Q �,'F _ T~w=� _ • \�= * `�� 4. \ \ / \ \ F 20 50 i- ism cl N c 2
FO 2 F 5 0\ �•. '. �����P. °y�, j',, ` \ i .NS). 50 o z S a a O
q ,� / �::. : - �:-- :,fr`4."�. �ei- .0 ' �o� 27.5 EXIST. \ /W ��2, -�� *�ZIP l' 5 a c a 1 m
c) m \ o
'S6i �o ' - 'L' +�► '?- � 1.5 SHWT f- `- za- 3 \� F ASPHALT `� O o U. Z L. E Cv.iD 0)
0p�2 tiF _ 'L i ,��� �,i �✓`•�, �� DEPTH 1 3s) EDGE C� \ ` O " c"'» o a a� a+3..�
� �• 19- 441% 4e 4�r 17 26. SHWT ELEV. I \ 3
...___ \ \ - -
• • `L `�+ �•17� ^`•�D�......' � '•.. • • \ PROVIDE PLANTS _`� \ I \ , I n �, � �\ -1 n o CO
/ I• = ON -< o
...•..� �ipA,
� ,� �s ,�' VEGETATED SHELF AS 4 I r� 1 c x'ox D?x C7 = o Z
-0P)-> 0 0 \ co
\ R''' > --1 2'4 1 -0 c0 * *"-.3 t-kj, 2 cc
/ _ �' �rJ $'2::5'' PER LANDSCAPE PLAN - • \ ,.° (}
ie r
\ :►• •• • :`"': •.N =cv N N N �• = :-' PROVIDE POND TURF GRASS ON i BEGIN RW 1 27 - - i ( �30 11 o o D CTl W
'� `L . ''�• ;: •''': tiF T28.0 BEGIN RW / 1 1 T, --1 W
.ti
•
• • FOREBAY BERM, BACKSIDE OF q / I DUKE ENERGY --, r -G
� `l' c EMBANKMENT, DAM, & INSIDE \ /oti ® T28.0 - - - PROGRESS EASEMENT I --� ---I "� D N �„ NZ
�'' :41;. •;• N N N 2 • ' EMBANKMENT c'"` ■ ■ a ini ■i MS ■IM ■ ■ - B28.0 - -tee' I OHE o o rn I N o a.\ ing e.-:-;::-:':: ' �- �; = � :;.:' DOWN TO VEGETATIVE • ..�; RW CENTERED 0 ›-< z D O ?.,
FILTER AS PERDSCAPE PLAN 29 T320 15 15 I �, D �-� C ,C -P' m (r Q
r ...:7:.4..c.: • :: ;�, O 629.0 CA f�'t o
`� . ti S 30 V I- I-
pip
O �- LIMIT OF DISTURBf. '4' i I m x
DISTURBANCE TYP.
)40,
�� :• . U-• N TEMPORARY SILT FENCE (TYP.) i 33 RW
\ m �' z
/ / A, :�,...:- ::;:' ® ; - ►- B29.0 END RW
�� .:=-': • • .;.,••:. :.:. -:.: :_;:;.•e :•:• :- :- � Fj RW • TC33.� TC33.3 TC329 � EXIST.
m
Q . ls =- N N ' :;cv. -r qs�6 <q T327 /BC325 BC328 . � I T 29.0
/� / : 1 "?'-'::-':::- > / ti BC324 u� TC29.5
- ;y. O 29.0 �,
r\ 6 i n =
i N TC32. I
J �� _ - - 828. x 32.7 � �
PROVIDE POND TURF -1'•�_'-'_-'-� �.-� ��-' ••-:�'•�.•:��'^� --- _ - w 9 •, . BC29.0
w.
TC32.6 �;
GRASS ON FOREBAY �� '►�!� ti "'-i ry o• B 1 ��'Q '`�t •, BC32 3 TC328 BC32.1 • N o',
/ BERM, BACKSIDE OF _ o .- :•• 28.3 EXIST. \ x 32•1 BC326
Aw � � r7 z� 32.8 BC32.8 y _ -
- - L.: S29`02 30 W 50.45 �ti
-1.3 SHWT DEPTH RDC06
EMBANKMENT, DAM, & ` u', ::J.. -2r:':- • ' 32 32. '=�� \ '��
) 100
/ INSIDE EMBANKMENT i'� • ' 27.0 SHWT ELEV. \ ' 7 32.8 •�`. INV 31.7 F ; .
DOWN TO VEGETATIVE / • + I RW • vi
�.
• • T31.9 liga. g SLOPE DOWN
FILTER AS PER \. • ' : \ TG31.1 , ;� *,
<� 0.8 •• I �828.2 INV 27.6 1 33. 5 +3.06 (TYP.)
I LANDSCAPE PLAN �`?` \ • • • I � I a.
\ ' • ' • - -' :- -:- TC32.0 GAS LINE 1!� mal SS il� ���l,a ��� SS E
` \ �<v� • " .' = I Boil/ (TRANSFORMER �i NI C326 ( �. �, r2c298:3855
�'. ■ ``� Liv. -� 11
\ �, • .�• „o v \ wo 3 �31.3 SS PUMP STATION 1";
o .I BC32. PW ;,.'��21 � EXIST. QQ�4 \ 30.6 k ���.� \ • � ' v ONTROL PANEL I ' = TC33.08 � TC2 + r * U 0
\ \ • ■ • ;r , » �� II BC3258 I litr ® 9.37 o ii 73�oJm2.2 30 • BC2$.86 a .RW TC30.7^ 6 SCH40 PVC - n p_30.8 BC30.2 c- _ �� o._liC �-= D z ? a m NI-.' SCH40PVC -� in
` k . T30.7 ROOF RAIN :'( "' '- D_ V co
B28.3 II ELECTRICAL I12 (( f
rn o 3.0 METER BASE ' IC. 31.6 111 _ ® Q
I I3 00
33.15 i� PROPOSED BUI ! �'�
vos Tti
N LDING I E ihV 29.4 TC29.38 r�°°_ -,,w �•- N 29.6 :'c � FI \ _ ' I S INV 30.1 i
BC28.88 z -o ' 1- �'
NISI FLOOR 33.2
/ 5 1 a � 1 m � � rn 1-1-1 W 00
\ c20 E INV 24.8 ru'•- TC21.5 /» TC33.09 0ILl
, c, i lzIo ' N - 1 EXIST. // ° m 0 D w Z 1-
NO� \� 30 30.2 ,�g - BG3.0 RCP + I = r<, '� Z s� < F-
CD
OR ` �32 .Rs, S INV 26.0 I•
3.12 - o,; I
12 TC29.52 v -0 J O V) I
0.6). F FO / DI2 , II �.: � + :• II v I I BC29,02 a `� > (.� J
4 RFN R \ Sy,' ( 32.4 �? TG 29.7 ' ` RVI 29 DI6 i• �r • `■ �r• Lo
eea W W' J
63 h' \ INV 2•.2 ` \T29.4 I�DIS 29.0 TG28.85 � i� _� c„ ' 1�1 - H > I
to
ONeO p 47> F/o �� \ 32.2 k 32.2 _ \ INV 26.6 ( / N w O//� `� \ \ 31.4 B�8.7NW 2NV8 26.5 - -� 11, ► 32.79 BC31.9 I ■� Oq / \ k ' 1 - O KiOtrifi,
.�11111 EXIST. v' Ll' W
\\ \ \\ % 324 \ / SE INV 26.5 / ` *'� r�. , I c� w to ct U Y,� \ \ � ill NE I 26.5 .�.. 5111.%.
► C 1 N.� BC29.36 - Z CI US
�,� \ w 32.79 } C29.7 BC29.36 0 p d�
\ 1p. \ 30.8 0 _ 30 ♦ T TC32 BC29.2
0 �i' S y:. 3j I ;. (' cn rr ` C32.86 I c:iO Q
N/T7 FTgq 31 END RW \ •1. 32.9 ° ,♦ x 33.15 ® ►_�. BC3236 BC31.• q iv27 6 Ck a� T 30.1 c� TW3291 r 29 TC33 TC31.9 '' m N W
ti0 F/ B 30.1 PROPOSED 630.6 ��mr= 0 ����#: I
_ I
�'V 'A \ WETLANDS FILL 41
OR F �3 31.4 ' ' 3400 �Sq.Ft. �'� 32.81 0 0 3.15 0 0 33.0,5 `.: BC33.06 ^ry BC31,4 ,� *I N O
D / 14„.ND SILT FENCE �3;06 (jQ R/ O10.078 k1CRES 4 I I cn LIc R �2 \ Bw b. �.�.���. H• S M ►i 3� TW3281 . _������tit 66 F FiQ ClN T 30.2 �► .�TC33.06 •,B 8 F G Y /T RWa B31.1 ` 33= �� N I ,_ IS A2 uB2 , RWQ e 331 �0T31.4V2I30,
'`�°D RDC01 R00O2 Rr 03 BC33.06 iNF ' A 9. Ni N INV 30.3 INV 31.0 INV 31.7 i ,.i I HE (�O 49 �. �31.0 _ B29.0 4.1., ,M M TC32.5 _-- -SHER� (/ s /S ' . m cv` L� BC320 30.05' , ••.98 _____ -- nH
6 / N7T �� "„ 30.2 -•: = :30.4 '�.�� :�" •\ 31.8 "� ` 32.2 ,,1� - a
31.4 D 3 :�, . if
.tiJ•, rn
2S ��� \ I ::-:31:46: : " `'0 : :: :-: r�. lYV -
C TG 29.6 :: 30:35. : •:• . . . . : : : : : '����. 32.0 6 SCH40 PVC %2.79V" TC3286 CIii ! 6, Js 29.9 f x^ EXIST. w d-
S 6 NE INV 25.4 15 RCP..-: --:-, :TC3 . t ROOF DRAIN BC3236 TG 30.5 001
TC30.15 UZ o0C/N/ s�� N"� "` �o _: _ ::. . ly►r 2 BC31.45 :`:. CI4 , BW4�/ T28 ` _ .-_ W INV 24.9 Nw ,Nv 2a.$ I Bc2ss5 m I
20,, O ®�� : 32 SE INV 28.5 � 'd'
LV Sj -:-:\•:-:- •-: .t. - G W INV 26.3 // . 4 i i Q > 00
/ / / ^, .y O FR \ :SW INV 25.5 \ 3 5465C*
►t, �1�. �- Q U7
o E INV 25.5 3 . / l END S T FENC F-
3r e r r-,r�.�� .�D .� � O� � .Q ��„` �' .�''„'� - ` �•.0 :��: •'� a.., r:-:- I8 ._ ,5��.,r-�!��������r���;� i SILT � CO
� � •y \ \ .,. �• , ., •=:�.�.:.'�:.TC31.&':::-: .-..•-.-.••.-.- . � �31.3 TG 30.5 � �1l!�1 ® \ \ O w
' BC30.: m�1 BC31.0 _
T �Lb ,c, ( . �.1 N INV 27.0 _- CI9 TC31.7 !t •J �. .�7 ,�,�
` yF/ / ti ON.
\ t,l- \e :BC31.1: w= M B !.TG 30.3 � i S 18 SLOTTED CO CO U
ti .a .,4 1 i/ • \ _: : o _ ?4 v SW INV 26.5 TG 30.8 3c -;::_,I,
1 _t
�ti7 � �' � � .O � �\ '1�.• �''"�w -."-=-�Qom', .'• .�II)*,,A
IpC �m - . INY 28.3�;•-'�• ` � .. �,�!{� DRAIN U) p Z
s /
/ �- .• A NW I 2$0 � N I2 .3 � ►1# M ��-i-
--b-2" 0 /
M � '� ti n a � � � �• � .J0,�'' TC31.8 7.'' �� ��+�..�. r � .� ZUOC/` a�� OO.�p.�p = �\ -� t:- - 1' zaw iI Til
.6 S I23 � C /� t•� ,j.l i i�l 11,�I, TEMPORARYyoO
, : � u . �,, \ BC31.3 � i��►a�1.1.�k' '. f,r �zr�.� ,�. CONSTRUCTIONI \ Q }-
,qT ��'' � vi w :� � � C ; �► B .11 �'=w►r�l ENTRANCE
..f'y" / CE
p0 Gr 4'O�,cO� �� ,_ �� i+ 1 :C30.6 '1. ! u . 3 �"' 18 RCP � tf18 ' \��� cn w m/ / RT ^ / - a ?a ��O \ - 15 - = TC31. 1 + THY 30: 29.5fi \ �'S Zi�� \ 19'3,'32'ES ' u, I` ; , _- lr`�: ,� U�/q _L n \ �� o.38' �4N11286 -•�is •_�►..BG31. \` _ r. T 1.1 TW 30�4 g � W W Z
/
/ �/ ,o �.a�� �'> L2 - _ '� i �� BC30.6 ' = BEGIN SILT FENCSe0 u1� / „°ITC31.3 R - >- = "■► 0 1 \ O W 0 0
RO ��'p y' rjw F/ _ 2�,`8 BC30.8 J .a[i>ri #� ' TC1.7 �i� ST. Z O
TC30.34WQ
�� / F��iyFq OS \ �� Al-PtPE CROSSIN�_'� ' - - _ ' _ � �' q �• ,. TBC310•.8 _ c I J IBC29.84/ `r Tip , 15 RCP: T30.0 NOW OR _.`_ _ _ � r SLOPE sEAI111'
-11"
�O, :%%'......'s----„
JNOy, '\ , ���� r INV8 B FORMERLY S'7°12'28"VV - _ B 1.2 ., WN TC30.5 u+nreryr
FJ O �. r B28.25 AILS - -- - 218.53' _ :.,�. o (T�) +°+ ,,�kit
�'/ �(l //V R F 30 c°�; `�' 24" RCP: T27.96 �.B. 2 721 R - - - _ 1 1�C, m■ BC30.0 I `0 � C ,B F O - 169 - - 2;r
- -_ 15a.�q �/ \ / ST R'L/ -� // INV 2s.46 M.B• 51 _ �,=._, � �Ii = r,)S,o0 3(9 04, c4, / � - �, P. 61 - .E-_ ' �, ' fir,
L ZONED OMIT OF DISTURBAN - • 4'" ' . 3� s
q� T� / 20 SO p A //�c f I o SO R_C - ' -30' ,� 30. 1 II 50.79' :" SAL
AR �� NFo • 7 ,SS U 7HERN GLASS TEMPORARY SILT FENCE (TYP.) DUK ..
� S36 21'3 „ ELEV. 31.41' ��
J�4 T �� \ R�6 7° S��o,3,-w /�, SS & MIRROR - E ��G 8 W cn /2 244f9
Eq o4R R� EASEMENT z '�
S I ' fD ,ON • E I n z '�., .� lN `J�;e•`
I .. .,
�/ I �? I TC 0.556 .,,,� 7•ru+�+'+i��+•`
1 rl-i I CONC.
• 2011
\ \ ENGINEER NOTES: WALK DEcICN BY: MARK T. ARCURI
STORMWATER AS-BUILT REQUIREMENTS: '�� 1 ' DRAWN BY: HWL
1. ALL ROOF DRAINAGE SHALL BE DIRECTED TO THE 00
71. CONTRACTOR SHALL PROVIDE AN AS-BUILT SURVEY PREPARED STORM DRAIN SYSTEM, AS SHOWN. R/w QUALITY CONTROL: MTA
BY A NC UCENSED PROFESSIONALIIIII15 LAND SURVEYOR OF ALL
2. THIS PROJECT IS IN THE WHITE OAK RIVER BASIN. 0 EC NOTED
STORMWATER PROVISIONS INSTALLED, INCLUDING STRUCTURES, 3. THIS PROJECT DRAINS TO CARTWHEEL BRANCH, ALE NUMBER: 7910.00
E R O S I O N CONTROL , GRADING , -I PIPES, FLUMES, AND SWALES. WHICH IS CLASSIFIED AS A SA;HQW SURFACE WATER. cn IIII 2. STRUCTURE TOP ELEVATIONS AND INVERT ELEVATIONS FOR STREAM INDEX 20-26-1. Imo, u? DAZE 06-06-17
A N D S T O R IAl WAT E R P LAN A EACH CONNECTING PIPE SHALL BE SHOWN FOR ALL 4. EXISTING SOIL TYPE ON SITE IS 'On' (ONSLOW P I BY: EROSION CONTROL,
SCALE: 1» = 20' �5.
Y' STRUCTURES. ALL PIPE SIZES AND INVERTS SHALL BE SHOWN. LOAMY FINE SAND). -- GRADING, AND
0 20 40 Z6$' 3. ONCE REVIEWED BY ENGINEER, REVISED BY CONTRACTOR, AND 5. BEFORE PERFORMING ANY WORK, OWNER REQUIRED SURVEY BY: STORMWATER PLAN
APPROVED BY ENGINEER, ENGINEER WILL SUBMIT TO COUNTY FOR TO OBTAIN ANY AND ALL PERMITS REQUIRED. CHARLES F. RIGGS & ASSOCIATES, INC. SHEET NUMBER:
DISTURBED AREA = 2.1 ACRES APPROVAL. COUNTY SITE INSPECTION AND AS-BUILT APPROVAL IS 6. CALL NC 811 BEFORE DIGGING.
GRAPHIC SCALE in feet: 1 inch = 20 ft. REQUIRED PRIOR TO CERTIFICATION OF OCCUPANCY. DATE: October 25I t H , 2016 C3
SHEET 3 OF 12

co
z
CONCRETE SIDEWALK EXP. JT. MATERIAL N
(WIDTH & SLOPE PER PLAN) TRUCK WHEEL PAD
DUMPSTER PAD 3,000 PSI CONCRETE Sff}EWALK, ,,
- SEE DETAIL6" 7 DEEP 4,000 PSI COMPRESSIVE " „ Ix
DEEP 4,000 PSI BROOM FINISH, SLOPE 1/4 /FOOT 6 1'-6" _
COMPRESSIVE STRENGTH STRENGTH CONC. REINFORCED W/ IN DIRECTION OF DRAINAGE 1"
SLOPE CONC. REINFORCED W/ 4 ® 18 O.C. E.W. RADIUS 3" R
", SLOPE PER PLAN 2" SF9.5A SURFACE PER PLAN -1 1 2'' „ (SEE SITE PLAN FOR WIDTH) TA.C. „
ASPHALT LAYER CURBING (PER PLAN) / #4 18 O.C. E.W. " PAVEMENT �-BATTER 'I :6
ii1l �`I - SEE DETAIL y e L SLOPE PER PLAN -1 1/2 6X6 X W1.4 X W1.4 W.W.F. PAVEMENT - " " 1/8" R
=Il-1 l _ -- -_� i_-_- �..a� -r�. -1:1
SLOPE 1 2 :12
J - I I • • i • • f
Q °' i°^" w a _ - - _ - , �` __. (SEE
_ _ _ s , `� U ��;t 3 v U o f <�--�.. ,w ► d a' '�. "\ a �p PAVEMENT I e
III 111=+z =�I *i'•=1ii� �=�i • Q a ° ��o,.��, — — — —
11 l I I—I I ICI I I 111 I 1 I—I i I! 'Ali lte-iiit itasi �iwia r►�0.�w�44��if`'��i"►���R�wr P�o _ ,;�„` Q .4,":-,,AL. I -III .II —111-1II-111—III—I 1 ° ��` d DETAIL) r a- �_ 6, 0
- --III--y .ro�� �- u .+� • • �. r.. . . , • 'ra.l ? -"•'T
„ j I i r�ww'At Stiski•M � •� �•' ! � � - I III-III - `� ._.- •- ,b d ,-E
I 1 ICI ' 1—I!I—I 1 I— f I I I I f f :..��d1r. `..,..;.�. >.��•,�.�� .: !� . ti� � ,I I I � _ .. a • . � o c+0
LIGHT DUTY 6 ABC STONE BASE -1 1 I III III I :•I °D COMPACTED 1 I III-1 u �=♦�:�. �`��`�"�"�- ��" y
SUBGRADE SUBJECT TO SATISFACTORY III I I III 1 I III III I I SUBGRADE -i I i- •x -444,• •�_ A .'4A '' *'*41'*
• -I 4 �204 ' I. . 3, . PSI CONC_ z a
PROOFROLL OBSERVED BY ENGINEER 4" ABC STONE BASE 8" 8" 5. = .`i-'.�J 2'-0" I 1 ' Z z N 0 '�' : m
CONCRETE SIDEWALK COMPACTED SUBGRADE —I z z as 5 e
(WIDTH & SLOPE PER PLAN) P- cs 19 0! ci _
5 e
2Waz � a) up=
- SEE DETAIL DUMPSTER AND WHEEL PAD o - 1. �, a� ==�
z1o � ..
TURNED DOWN SIDEWALK SECTION CURB AND GUTTER ~ = 0 -m ,6 - 0
_ 2.5" SF9.5A SURFACE SLOPE SCALE: N.T.S. M M : E o
�• 1-7
: SLOPE PER PLAN CURBING (PER PLAN) PER PLAN SCALE: N.T.S. SCALE: N.T.S. Ix Z to
" 0) Cr'
- SEE DETAIL (IN ABC PROPERTY} c
ASPHALT LAYER 3
III -- -- 1
-11 i --- .} - iZ
1 I C I
Z__I11 i= 11 !-- = 1 1 I 1 I_-I 1 -1ii I ,_ ;, , I , i - -III-I iI I
11 I_- -1 11— a
HEAVY DUTY WITHIN PRIVATE PROPERTY 8" ABC STONE BASE 2 (Y
ASPHALT PAVEMENT SECTIONS SUBGRADE SUBJECT TO SATISFACTORY1.1"PROOFROLL OBSERVED BY ENGINEER I CC
W z
SCALE: N.T.S. N O Z
CCMa
CURB 30' MAX. SPACING 0tF-
€ d a _flETT . 4 a i
PLAN-TYPICAL SIDEWALK EJ'
Irilli
• WHERE WALKS ARE CJ LSLOPE WALK
8'-0" OR WIDER 1/8 MIN PER FT.
_ PROVIDE CJ ALONG Q AWAY FROM BLDG.
PER PLAN PER PLAN PER PLAN { /my a a UNLESS NOTED
I /S re
e,, U �� a Q a OTHERWISE
f 1/4 MIN. DROP 6'�
WIPE DOWN CURB .,..0o D 1d 2 W" CROWN4 '_-CL A CI �, AT DOORS
U U U U 6 V a V d s O cc
cc
a, a a BLDG./STRUCTURE ���' •4 z
.- N IKIII-.--
a_ Q d
SEE PLAN PLAN-SIDEWALK 8'-0" & WIDER 5� 3� oT FU m
///,// /// SEE SITE PLAN SEE PLAN 1/8" R. TOOLED JOINT 1 4" X 1" DEEP RN 1SN C
FOR LOCATION a 1 2" EXPANSION / �p ¢ m
OF ACCESS ISLE / WITH AN 1/8" R. Q tn
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MAT L TOOLED JOINT cs•• NLLI [JOINT
A •w W W 0�0
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w U
FACE OF CURB e T a n Z NI
GUI TER MEET & MATCH -- 1111111°* W 0 L.1 h
A. \-WIPE DOWN CURB FLUSH W/ GUTTER EXPANSION JOINT CONTRACTION JOIN] F ! W U J
tO
MEET & MATCH (EJ) (CJ) illi 24" LETTERS & NUMBERS [` 72" IW j I
1PR0FILE� PLAN FLUSH W/ WALK NOTES: SIDEWALK JOINT DETAILS TYPICAL DIMENSIONS 72" x 24" FEDERAL STYLI; 0 6.5 Z Z 0
1. SIDEWALK THICKNESS SHALL BE 4" UNLESS NOTED OTHERWISE. 4" SPACING 0 (!1
STRAIGHT ARROW Cn w
CONC. CURB & GUTTER 2. CONTRACTION JOINTS (CJ), Z Z Q to U •SPACE SAME AS SIDEWALK WIDTH. BETWEEN LETTERS w Ct
4" WIDE WHITE PAINT STRIPS - 2 UNIFORM CURB & GUTTER WIPE DOWN CURB 3. THIGKEN SIDEWALK TO 6" AT DRIVEWAYS.
Q =
4. THICKEN SIDEWALK TO 6" IN LAST 3' WHERE IT ABUTS O a -D Q_
COATS. APPLY TO CLEAN, DRY BITUMINOUS RIBBON CURB, -�-� FINISHED GRADE PAVEMENT WITH NO CURB.
C3 *s
•
CONCRETE OR CONCRETE SURFACE, OR EDGE OF „
COMPLETELY CONCEALING THE PAVEMENT. PAINT PAVEMENT AS 5. 1/2 EXPANSION JOINT (EJ) REQ'D AT 30' MAX., AT SIDEWALK
TO CONFORM TO FEDERAL SPEC. TT�-P--115-E. APPLICABLE PROFILE JUNCTIONS, AT STRUCTURES AND AS NOTED ON SITE PLAN. PAVEMENT MARKINGS cc
PAINT STRIPE DETAIL ACCESSIBLE RAMP - SIDEWALK TERMINUS STANDARD SIDEWALK DETAIL CONCRETE PARKING BUMPER ARROW SYMBOLS 0
SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. -SCALE: N.T.S. (PRIVATE PROPERTY) m
0
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1•�-• STANDARD j z U Z
«�Y� �"f` STANDARD NC NC DOT
FILL HOLE & PIPE iS I DOT SIGN -� SIGN #R7-8 Q ~ fr
W/ 3000 PSI CONC. - `'"' #R7-8D SEE SEE a, VAN w p
ENLARGEMENT ENLARGEMENT ACCESSIBLE LEGEND & F- CO V1 CO
ROUND FORM TOP �0` •I STANDARD METAL POSTS 2'-0" IN GROUND. BORDER - U (./) -- (J)
'OgLtf =1#P- AT RIGHT GS 20-37.6
• 4' MAX. SPACING BETWEEN POSTS. AT RIGHT w in& SLOPE CONC. FO ,.o. �- BACKGROUND - 0 W 0 Z
BASE OF POLE >40 r,1' STANDARD NC -T- GREEN <C
STONE PAD AT SITE EXITS '90 * GALVANIZED HARDWARE WIRE - 19 GAUGE DOT SIGN 60" IF MOUNTED WHITE Z c7
" `� r...u�v'+ MIN. AND 1/4A OPENINGS. EXTEND FROM #R7-8D SEE ON BLDG OR I a_ Q
TO REMOVE MUD FROM TIRES I RESERVED
o fi 0 GALV. STEEL i■ ..:
I TOP OF BOX TO A HEIGHT OF TWO FEET. ENLARGEMENT POST BEHIND
1 "CONDUIT CUT TO NOTES: I Crr.IrNrrrD�%'' l4 AT RIGHT SIDEWALK _ PARKING SEAL •
" „ i�#� r�; OF MIND ABOVE TOP BOXAANDIGHT 2 1/2 GALV. 84 MIN IF �' '*+����+«� 4,,,s,---
PAINT 7 -0 LENGTH - 1.) STONE SHALL BE #4 WASHED STONE (6 THICK) 14
1larrrrr...r1 „ ttlitIW MATTE BLACK 2.) THE ENTRANCE SHALL BE MAINTAINED TO PREVENT TRACKING OR 1A
f�l+"rr"rrr' r.. . HAVE AN OUTSIDE SLOPE OF 2:1 OR STEEL POST PEDESTRIAN ,'�H
FLOWING OF SEDIMENT ONTO PUBUC RIGHTS-OF-WAY. THIS MAY �j;. ac�,.. �, BACKGROUND - �+" .�
,�yr. = �'•• • 'Y"s:.�• APPROX. FIN. PATH FROM CAR 0 •1, •
.- � • FLATTER.
REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AND REPAIR - •+•''1Qrrrrrrrrr — +o!�!f:F3ai WHITE LEGEND & t1 . A
GRADE SURFACE '' 4m „rio, •' TO WALK PASSES• •:,■ .rir.rr;<a GRADE OR
-- -,.. AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ��.3 -- -_ �.i�'�g _ BY OR UNDER BORDER - •
-
�;,\`,,',�'\�'\ ' \\,, Ns,-��,\.j: 6iit '�\�� tbri .mi r. ii TOP OF GREEN SYMBOL - EAL
//,. /„. /< - - /�/s,,"// 3.) WHEN NECESSARY WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT °90..v ;,s y ' �T..i'an .6)O T - THE SIGN
,� ,w•, PAVEMENT WHITE ON BLUE 24419 r
/X) N PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WASHING SHALL BE A� „ ,"l . ,■„� i•,I IS.t _ BACKGROUND
o DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS 9. I I-� 1-� 11-I 1 -I I i-- MAXIMUM 4.
INTO AN APPROVED SEDIMENT CONTROLLING STRUCTURE. USE SAND a••d'1 I ��j •��I �i�•��,.1 i ••fl �" -ill I-III III -I I �I I =1 I 1=111- '! •
_ _ _ PENALTY ''i 9 J .�,
M to +,p i) . .� • .;001. ;i,•ii eco• I 1 L i I 1—I I = ' 11 ' 11-111 11 = °' $250 LEGEND AND 1•1'0,'44- T, A�r: 4��
5" MIN. CONC. BAGS, GRAVEL, BOARDS OR OTHER APPROVED METHODS TO PREVENT +oI r'..o °.r��..'+2.�•oQ i. .'t• �• o• I — - — 1 i-' '�,,nrtltu,aoa
SEDIMENT FROM ENTERING ANY STORM DRAIN, DITCH, OR WATER-COURSE. � .�• 0 Q°o °� D 00 o/It:��•�of, 1 III I GS 20-37.6 BORDER - GREEN
ALL AROUND OR TRACKED ONTO :•.°00.°° Uoo o4Q"00No 0 �-- < IW"".. 6 'toil
BACKGROUND -- 4.) ALL SEDIMENT SPILLED, DROPPED, WASHED WHITEI
„ PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. jam'+-•�.�oo0 0 o° oo°oo°o-;O _ 1O„� CONC. I
118 45 .:ICII: 910-0°009Mocop oc40000�oorkoo•' ^�4 Ni 1'-0" DESIGNED BY: MARK T. ARCURI
r MIN. TEMPORARY CONSTRUCTION •----_. DRAM BY: HwL
BOLLARD DETAIL ENTRANCE INLET SEDIMENT CONTROL HANDICAPPED SIGN :AunCONTR° MTA
NOTED
SCALE: N.T.S. SCALE: N.T.S.
SCALE: N.T.S. SCALE:
SCALE: N.T.S. ALE NUMBER: 7910.00
ECEIVE AA1E: 06-06-17
AIN 2 7 2017 SITE DETAILS
BY: SHEET NUMBER:
C6
SHEET 6 OF 12

`OP OF BERM
PROVIDE ACCESS
TOP EL. 30.0' --''•"�
2" SCH. 40 PVC GRATING, HINGED --
SCREW CAP FOR ON TOP SIDE
CLEANING ACCESS 1' 1" CAI V. STRAPPING PRIMARY WEIR - _
2" SCH. 40 EL. 27.2' 29.5' TOP PIPE (APPROX.; La a a
29.0' GRADE AT thrir*ati
RIpRAp1 zPVC TEE - 1.25" PVC ORIFICE ► g o 0 EL. 26.5' INV. EL 26.5' STRUCTURE (APPROX.) „0......0 cr 1..1 la1
-
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,1 a ,./ ►'���� • �w��� K K
S.S. PIPE CLAMPS #4 @ 6" O.C. E �:.�..�,.���� w w
a.
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4" SCH 40 PVC FILLED #4 @ 12" O.C. E.W. NOTES: 0ME11°1°.
:•_•_•_•dtt`( •ic...ic UPI,...•V. `
1. CONTINUOUS RUBBER WATER STOP `� '�-`. N
W/ 3,000 PSI CONC. GRATING NOTE: i� �i�i� �i N. n
AT ALL CONSTRUCTION JOINTS �������it
_ ♦ .. .• .. w• . i i
•••••••�•�•� O N
TO SUPPORT ORIFICE GRATINGS SHALL HAVE OPENINGS 4" & t �,�`z1,51`•^ T ' ,
BE ABLE TO HANDLE 300 PSF LOADING. 2. FOR EMERGENCY' MAINTENANCE, USE PLAN
GRATING SHALL BE GALVANIZED STEEL PORTABLE PUMP' TO DRAIN POND
POND INV. III III ' ' ' I EL. 22.0' SIIIIIIMIL
PUMP WATER OUT THROUGH OUTLET
OR ALUMINUM STRUCTURE. tv
OUTLET STRUCTURE DETAIL NOTES: oel
1. SKIMMER SHALL BE CONNECTED TO THE PERMANENT z c a; co 0`�
SCALE: N.T.S. POND LOW FLOW CONTROL PIPE.
QuW, '3 � a � ��
2. BASIN OUTLET STRUCTURES MUST BE ON-SITE BEFORE ~ z N N ai a)SKIMMER SIZE (IN.) 2 FLOW z c� d
GRADING OPERATIONS BEGIN. Q z > c� N ti c
//�� SKIMMER ORIFICE DIAMETER (IN.) 1.5 i g w < z an Ir
�R� 4. COIR FIBER BAFFLE (TYP.) 3. EXCEPT DURING EXTREME STORM EVENTS WHEN WATER 1- 0 N e cN cy s
6 'yq FABRIC CUT AND FOLD NO. OF DAYS TO DRAIN 3 m z m o r: n. .B Z
Fes_ -I /� WILL FLOW OVER THE EMERGENCY WEIRS, THE ONLY . r N
141,\i1 AO°is- FFENCEOVER TPOSTHE ORIZONTAL EARTH BERM`S . ,, F�O� VENDOR FAIRCLOTH DOUTLET TE STABILIZATION)MHESHALLDIMENT BASINS THE SKIMMER.ER TO FULL SIDE VIEW , (DEPTH) cc -1c c a=i
\ \ \I \ SKIMMER ,�/ i ` ` -dex N d E e�i e-1 6
\ \\\ \,\ �. - `Z�p:`` NO WATER SHALL LEAVE SEDIMENT BASINS IN ANYSI2 w z ,a. - a) a) �--i
\�`�ti1, '��11••� OUTLET STRUCTURE ' �� `1Z 4I;ZZF;.� Z . u.
``\ 1, ,It ► , , 1014 OTHER MANNER DURING NORMAL RAIN EVENTS. 0 co3 w
ll��► 111\\ ,\ OR BYPASS BOX �� ��l�i�, V11 h,r,
��/;\,;11\t�ti\,1/ AS APPLICABLE �� Z,I,,�,;� 1� , � �i,i,i,�, , M
♦ °���• � , , , , �,�► FAICLOTH SKIMMER DETAIL
\,�!.,�► � PIPE OUTLET �� ��ili0111 .� ,it4i.4.i.,
,��i�i�i4 NI p�� �i. pi����������` ``�
SCALE: N.T.S. RIP RAP DIMENSIONS 2
IL. \'...` + .q.1 0,1„ , 40,likl, ., u'a*r�., INLET ZONE
OUTLET LOCATION PIPE W 1 W2 La Average d Q
CC
Z �_ 25% OF SURFACE AREA Size RipRap (Depth)
"HOG WIRE" HORIZONTAL METAL '� j`_� Z�;�til its,, hi;"'Ihb (ft) (ft) (ft) P )
(in) - Size (in) (ft)
ATTACHED TO POST WIRED SECURELY , /ii• • ;. � 'h ;it@I ` .I� FIRST CHAMBER PIPE INTO POND 30 7.5 18.5 16 W
i. �o4 Zh6 1.5 �'
POSTS WITH TO VERTICAL POSTS �s.���`�::��rf '���,�i�ih� �� 6:1 VEGETATIVE SHELF�`- � ._�. . h, �,����, � 25% OF SURFACE AREA W
LENGTHS OF WIRE
�``"` `_� . SECOND CHAMBER OUTLET STRUCTURE (� = Z
CLASS #1 RIP RAP ,Air �' 25% OF SURFACE AREA TOP OF BERM FIN. GRADE
-ADE v
BAFFLE INSTALLATION - STEP 1 OUTLET ZONE GRADE 30.0' 6' SEE PLAN RI P RAP APRON DETAIL
3' 10' a
25% OF SURFACE AREASEED AS PER SCALE: N.T.S.ttt (Tl P.) SEEDING SCHEDULE S 0 j�
NOTES: A
___ _ 1 C
1. DRIVE 5' STEEL FENCE POST AT LEAST PERSPECTIVE VIEW TOP OF BAFFLE SHOULD BE AT 4 1 1 4 7 11
(111 °
24" INTO SOLID GROUND. M LEAST 2" BELOW THE TOP OF EMERGENCY 1� ® EL=26.5' V EL=26.5' 3
2. USE STAPLES 1' APART HORIZONTALLY THE BERM & AT LEAST 6" ABOVE 6
FENCE AND FABRIC THE INVERT OF THE SPILLWAY WEIR OUTLET 27.0 26.5 '-■ "- -i1 -----
AND VERTICALLY TO ATTACH THE FABRIC BURIED IN TRENCH s"sig■ TvIAIN POND 1 ---- QREBAY== =11
TO THE HOG WIRE. 14h, CLEAN OUT WHEN SEDIMENT PIP INV 20.0' TOP OF 26.0 1I "'-X`-`-ll ; 1 6 26.5 3 ____ 3 INV 24.0' TOP OF
3. SPACE THE BAFFLES ACCORDING TO 6"x6" TRENCH, ` !` REACHES THIS LEVEL SEDIMENT STORAGE 3 - '� ------ 3 26 0 SEDIMENT STORAGE
PERSPECTIVE VIEW. BACKFILLED AND u "�
COMPACTED N INV 19.0' BOTTOM \--FLOATING SKIMMER INV 23.0' BOTTOM
4. THE FLOOR OF THE BASIN IN THE ``````1 - CONNECT TO PERMANENT
OUTLET ZONE AND BERMS SHOULD BE ``1`1 OUTLET STRUCTURE (4 ORIFICE
SEEDED S IMMEDIATELYCONST AFTER THE BASIN SECTION AT OPENING q%% S TO R v1 WA TE P O\ D DETAIL
SCALE: N.T.S.
SILT BAFFLED S E D I tv ENT BASIN BAFFLE INSTALLATION - STEP 2 0 SCALE: N.T.S.
1--- Cr
CONSTRUCTION SEQUENCE: Z Q
1. REQUEST PRE-CONSTRUCTION CONFERENCE WITH NCDEQ INSPECTOR. _U 0
TEMPORARY SEEDING SPECIFICATIONS 2. INSTALL GRAVEL CONSTRUCTION ENTRANCES AND PERIMETER SILT FENCE. -.1 m
PERMANENT SEEDING SPECIFICATIONS U
LATE MINTER AND EARLY SPRING (FROM NC EROSION & SEDIMENT CONTROL DESIGN MANUAL - TABLE 6.10A FALL AND EARLY SPRING 3. BEGIN CLEARING AND GRADING OPERATIONS TO CONSTRUCT SEDIMENT BASIN. CL Q CO
LiD
EXIST. TREE ) (FROM NC EROSION & SEDIMENT CONTROL DESIGN MANUAL - TABLE 6.11 P) NOTE: USE STORMWATER POND AS SEDIMENT BASIN DURING GRADING OPERATIONS.
SEEDING MIXTURE SEEDING NO. 1CP FOR: WELL TO POORLY DRAINED SOILS WITH GOOD MOISTURE RETENTION; LOW MAINTENANCE 4. INSTALL STORM DRAIN LINES AND INLET PROTECTION. INSTALL THEM IN THE 00
SPECIES1 RATE (LB/ACRE) (�1000 SAME EFFORT TO MINIMIZE SEDIMENT FROM ENTERING SEDIMENT BASINS.
RYE (GRAIN) 120 2.75 SEEDING MIXTURE 5. COMMENCE GRADING OPERATIONS FOR PARKING AND CURB AND GUTTERS. w W CO
,� Z w (...)
ANNUAL LESPEDEZA (KOBE IN 50 1.15 SPECIES1 RATE ALB ACRES 1 1.84 6. STABILIZE ALL DISTURBED AREAS AS SOON AS FINAL GRADES ARE ESTABLISHED. 0 Z
1 �-DRIPLINE PIEDMONT AND COASTAL PLAIN, TALL FESCUE 80
IA
Ir `
3' MIN. STAKE KOREAN IN MOUNTAINS)
PENSACOLA BAHIAGRASS 50 1.15 7. INSTALL SITE WORK.
I HEIGHT ABOVE OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE. SERICEA LESPEDEZA 80 0.69 8. TOWARDS COMPLETION OF GRADING OPERATIONS AND SITE WORK, REMOVE w �"�
> s I GRADE SEEDING DATES:
KOBE LESPEDEZA 10 0.23 ACCUMULATED SEDIMENT FROM SEDIMENT BASINS. 0 w -
"' ,,, PROTECTIVE SEEDING NOTES: 9. FINISH PROJECT TO PLAN GRADES. 0 Z Z
I MOUNTAINS ABOVE 2500 FEET: FEB. 15 - MAY 15 BELOW 2500 FEET: FEB. 1- MAY 1 J w O
BARRIER 1. FROM SEPT. 1 - MAR. 1, USE UNSCARIFIED SERICEA SEED. 10. REMOVE TEMPORARY CONTROL DEVISES (SILT FENCE, ETC.) ONCE C/I w U Y
--�- PIEDMONTOASTAL DEC.JAN. 1 - MAY 1 2. ON POORLY DRAINED SITES, OMIT SERICEA AND INCREASE KOBE TO 30 LB/ ACRE. PERMANENT VEGETATIVE COVER IS ESTABLISHED. w
COASTAL PLAIN --- DE 1 - APR. 15 z Z 0 U .
zKM ) SOIL AMENDMENTS: 3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 LB/ACRE. co =
GRADING NOTES: O C7 Q© � � a
rri ...-..11- =1 I-? N I k`^ U.Ii i APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 2,000 LB/ACRE (45.9 LB/1000 SQ FT) NURSE PLANTS: 1. INITIATE CONSTRUCTION SEQUENCE BEFORE BEGINNING CLEARING AND GRADING
-- IA GROUND AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 750 LB/ACRE BETWEEN APR. 15 AND AUG. 15, ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ ACRE SUDANGRASS. OPERATIONS.
(17.2 LB/1000 SQ FT) 10-10-10 FERTILIZER. PF'.IOR TO MAY 1 OR AFTER AUG. 15, ADD 25 LB/ACRE RYE (GRAIN). W
2. CLEAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT VEGETATION CC
NOTES: MULCH: SEEDING DATES: BEST POSSIBLE BEYOND GRADING LIMITS.
1. TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO APPLY 4,000 LB/ACRE (91.83 LB/1000 SQ FT) STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, EARLY SPRING: FEB. 15 - MAR. 20 FEB. 15 - APR. 30 3. STRIP TOPSOIL TO FULL AREAS TO BE GRADED AND STOCKPILE OR REMOVE O
CONSTRUCTION AND A PROTECTIVE BARRIER IS TO BE
INSTALLED AT THE DRIPLINE. DRIP LINE - THE AREA OF NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE FALL: SEPT. 1 - SEPT. 30 SEPT. 1 - OCT. 31 FROM SITE. Co
SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO THE USED AS A MULCH ANCHORING TOOL SOIL AMENDMENTS: 4. COMPACT ALL FILL AREAS TO 95% OF MAXIMUM DENSITY. CC
TIPS OF THE OUTERMOST BRANCHES. MAINTENANCE: APPLY UME AND FERTIUZER ACCORDING TO SOIL TESTS, OR APPLY 3,000-5,000 LB/ACRE (68.9-114.8 5. ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED WITH NO STEEPER 0
2. NO CONSTRUCTION EQUIPMENT SHALL BE ALLOWED ON SITE REFERTIUZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE, AND MULCH IMMEDIATELY LB/1000 SQ FT) GROUND AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000 THAN 3:1 SLOPES. M
UNTIL ALL TREE PROTECTION FENCING AND SILT FENCING FOLLOWING EROSION OR OTHER DAMAGE. LB/ACRE (22.9 LB/1000 SQ FT) 10-10-10 FERTILIZER. 6. PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE. 0 HAS BEEN INSTALLED AND APPROVED MULCH:
7. OPERATOR SHALL VERIFY EXISTING TOPOGRAPHY IN RELATION TO THE PROPOSED 7-1.-
"1 w 10
3. TREE PROTECTIVE FENCING TO BE MAINTAINED THROUGHOUT SUMMER (FROM NC EROSION & SEDIMENT CONTROL DESIGN MANUAL - TABLE 6.10B) APPLY 4,000 LB/ACRE (91.8 LB/1000 SQ FT) GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE GRADES TO ENSURE DRAINAGE IN THE DIRECTIONS INDICATED ON THE PLAN. 0 P 00
THE DURATION OF THE PROJECT. MULCH ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, ROVING, OR BY CRIMPING WITH A MULCH CO 1
SEEDING MIXTURE
4. LAND CLEARING AND CONSTRUCTION CONTRACTORS SHALL ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL EROSION CONTROL: Q > "I-
RECEIVE ADEQUATE INSTRUCTION ON TREE PROTECTION SPECIES1 RATE (LB/ACRE) (LB/1000 F12)
GERMAN MILLET 40 0.92 MAINTENANCE: 1. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A Q
REQUIREMENTS AND METHODS. IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORDING TO SOIL TESTS OR VIOLATION AND IS SUBJECT TO A FINE. 0 I- 00
IN THE PIEDMONT AND MOUNTAINS, A SMALL-STEMMED SUDANGRASS MAY BE SUBSTITUTED AT TOPDRESS WITH 500 LB/ACRE (11.5 LB/1000 SQ FT) 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA 2. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY FIELD INSPECTOR, 0 W
M ETH 0 D 0 F TREE P R I�TE CTI 0 N A RATE OF 50 LB/ACRE. IS OMITTED FROM THE MIXTURE. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY. ENGINEER, AND OWNER. COCO
DURING CONSTRUCTION SEEDING DATES: GROUND STABILIZATION REQUIREMENTS CO
O z
MOUNTAINS MAY 15 - AUG. 15 1 REFER TO APPENDIX 8.02 FOR BOTANICAL NAMES. Z 0 w
SCALE: N.T.S. PIEDMONT MAY 1 - AUG. 15 Site Area Description Stabilization Timeframe Exceptions < 1- O
COASTAL PLAIN --- APR. 15 - AUG. 15 LATE SPRING AND EARLY SUMMER (FROM NC EROSION & SEDIMENT CONTROL DESIGN MANUAL - TABLE 6.11T) Perimeter dikes, swales, ditches, and slopes 7 days None �" to 0 SOIL AMENDMENTS: High Quality Water (HQW) Zones 7 days None Cl) (J) w m
STEEL FENCET LB ACRE (45.9 LB 1000 SQ Fr) GROUND SEEDING NO. 5CP FOR: WELL-DRAINED SANDY LOAMS TO DRY SANDS; LOW MAINTENANCE Slopes steeper than 3:1 7 days If slopes are 10' or less w W
WIRE FOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY 2,000 / / Z
"` AGRICULTURAL UMESTONE AND 750 LB ACRE (17.2 LB 1000 SQ FT 10-10-10 FERTIUZER. SEEDING MIXTURE in length & are not Q
/��� FILTER MEDIA EXXON / / ) steeper than 2:1,
a.ii • GTF 100E OR
MULCH:
APPROVED EQUAL SPECIES1 RATE (LB/ACRE) (LB/1000 F1'� 14 days are allowed. Z Q
CL
A� t
�11 MIN. 12-1/2 GA. APPLY 4,000 LB/ACRE (91.83 LB/1000 SQ Fr) STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, PENSACOLA BAHIAGRASS 50
A��11 INTERMEDIATE VD
NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE 1. 95 Slopes 3:1 or flatter 14 days t7 days for slopes greater
����� WIRES �' USED AS A MULCH ANCHORING TOOL SERICEA LESPEDEZA 30 1.69 than 50' in len th._ COMMON BERMUDAGRASS 10 g
Co 0.23 All other areas with slopes flatter than 4:1 14 days None, except for perimeters SEAL
.►civatsi aga I, •
GERMAN MILLET 10 0.23 and HQW Zones. >�•�Kl� C'��i'`. '.,,
I���II w N ( "�Z ��OQE MAINTENANCE: 0
ti
...■" W REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTIUZE, AND MULCH IMMEDIATELY SEEDING NOTES: O�
__ FOLLOWING EROSION OR OTHER DAMAGE. MAINTENANCE PLAN: .Z •' ��'�
__ N _ _ 1. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA. ,
!\-'` _-, �- f 2. USE A COMMON BERMUDAGRASS ONLY ON ISOLATED SITES WHERE IT CANNOT BECOME A PEST. 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES, INCLUDING BUT NOT LIMITED TO S' AL
BASINS, SILT FENCE, SKIMMERS, BAFFLES, & CONSTRUCTION ENTRANCES, WILL BE
NOTE 00 FALL (FROM NC EROSION & SEDIMENT CONTROL DESIGN MANUAL - TABLE 6.10C) BERMUDAGRASS MAY BE REPLACED WITH 5 LB/ACRE CENTIPEDEGRASS. CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING 24419 •
5'-0" STEEL POST $„
U BACKFILL & COMPACT SEEDING MIXTURE •
SEEDING DATES: RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS 4VGIIS� Q`
MIN. 8" TRENCH AFTER SPECIES1 RATE (LB/ACRE) (L8j1000 APRIL 1 - JULY 15 WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. �'� '9 J `��INDICATED ON PLAN AS PLACING FABRIC RYE (GRAIN) 120 2.75 SOIL AMENDMENTS: 2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE AND INLET y''4.,;.Tie/�-00.a
NOTES: APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000 LB/ACRE (68.9/1000 SF Fr) GROUND PROTECTION FENCE WHEN IT BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE. rt
SEEDING DATES: THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. w�ft2Zl�1' 1
1.) WIRE FENCE SHALL BE A MIN. OF 32" IN WIDTH AND SHALL MOUNTAINS AUG. 15 - DEC. 15 LB/ACRE )
AGRICULTURAL LIMESTONE AND 500 {11.5/1000 SQ FT 10-10-10 FERTILIZER.
HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY SPACING. PIEDMONT AUG. 15 - DEC. 30 3. SEDIMENT BASIN SHALL BE CLEANED OUT WHEN IT IS HALF FULL.
MULCH: 4. ALL SEEDED AREAS WILL BE FERTILIZED RESEEDED AS NECESSARY AND DESIGNED BY: MARK T. ARCURI
2.) FILTER FABRIC SHALL MEET OR EXCEED 150 LBS. GRAB SOIL AMENDMENTS: APPLY 4,000 LB/ACRE (91.8 LB/1000 SQ FT) GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCHED ACCORDING TO SPECIFICATIONS
TENSILE (ASTM-D-1682), 180 PSI. BURST (ASTM-D-2263) FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2 000 LB ACRE (45.9 LB/1000 SQ FT) GROUND MULCH ANCHOR BY TACKING WITH ASPHALT, ROVING, NETTING, OR BY CRIMPING WITH A MULCH ANCHORING FICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN DRAWN BY: HWL
AND 70 ON COE E.O.S. TEST. / TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. A VIGOROUS DENSE VEGETATIVE COVER.
AGRICULTURAL LIMESTONE AND 1,000 LB ACRE (22.9 LB/1000 SQ Fr) 10-10-10 FERTILIZER. QUALITY coNTRa� MTA
3.) STEEL POST SHALL BE 5'-0' IN HEIGHT AND BE OF THE / 5. CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS �A� NOTED
SELF-FASTENER TYPE. MULCH: MAINTENANCE: ARE VISIBLE OR SEDIMENT IS DEPOSITED ON THE ASPHALT AND STONE WILL BE
4.) STEEL POSTS FOR SILT FENCE SHALL BE NO WIDER THAN APPLY 4,000 LB/ACRE (91.83 LB/1000 SQ FT) STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, REFERTILIZE THE FOLLOWING APR. WITH 50 LB/ACRE (1.15 LB/1000 SQ FT) NITROGEN. REPEAT AS GROWTH PERIODICALLY TOP DRESSED WITH 2 INCHES OF #4 STONE TO MAINTAIN 6" DEPTH. NUMBER: 7910.00
NETTING, OR A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE REQUIRES. MAY BE MOWED ONLY ONCE A YEAR. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA SATE 06-06-17
8' APART O.C. WITH WIRE BACKING. USED AS A MULCH ANCHORING TOOL AND MOW AS OFTEN AS NEEDED. SITE NOTES:
5.) CONTRACTOR TO FIELD LOCATE AS NECESSARY TO CONTROL 1. THE CONTRACTOR SHALL VISIT THE SITE TO FAMILIARIZE THEMSELVES ECEIVE SURFACE EROSION. MAINTENANCE: 1 REFER TO APPENDIX 8.02 FOR BOTANICAL NAMES. WITH FIELD CONSTRUCTION CONDITIONS. GRADING DETAILS
RETEMP RA RY SILT FENCE OFPAIR NITROGDENRINERTILIZE MARCH. DIF AMAGED IT S NECESSARY S IMMEDIATELY.
TO EXTEND TEMPORARY COVER 50 BBEYOND (1.15ACRE LB/1000
15/10VERSEED ) 2. BORROW MATERIAL: ALL BORROWED MATERIAL MUST COME FROM A �L 7 201"7
WITH 50 LB/ACRE (1.15 LB/1000 SQ FT) KOBE (PIEDMONT AND COASTAL PLAIN) OR KOREAN (MOUNTAINS) LEGALLY OPERATED MINE OR OTHER SOURCE APPROVED BY THE STP`f SHEET NUMBER:
SCALE: N.T.S. 3. CLEARED, GRUBBED, STRIPPED, OR EXCAVATED SPOIL SHALL BE BY:___.
LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH. REMOVED FROM THE SITE OR USED IN LANDSCAPED ISLANDS. CT
SHEET 7 OF 12

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++++�esuenei�� •
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�/ DI ST .-- \//
k 32 43� .�- j EIR - �� -� / \ Trench Drain 4,045 4,739 0.11 0.95 694 0.2 0.84 85% �,� �`'�VQ� �` �''r
_ �- ° C112 4,549 5,001 0.11 0.95 452 0.2 0.88 91% $11•Qk T A;G �,
N
Z
-� DIST _ �' d� O
• \ \ sE�ei --
Au__ 5 �R 44 5�!20„W 3�4.40 o� o F ORM�RL _ RDCO1 154 154 0.00 0.95 0 0.2 0.95 100'� k,,,�fiee+++
�2 7`28 N,� OR S, 1N � R- i 10/1
\ EIS S5 z �' \ �, NOW FOR RDCO2 224 224 0.01 0.95 0 0.2 0.9
\ r �. ' O O• c9 O 1NES 55 5 100•� DESIGNED BY: MARK T. ARCURI
/ EIR 39� _ - zcsO � n�' -Z.
JEJ g P
\ \ ' f i 6 � O ' o`p Z",2 -` D-8 38 0, P 110 RDC03 224 224 0.01 0.95 0 0.2 0.95 100•�
\ \ , f !- Cr 22� r- N G w 73 y a cn�' ' M.8. 5 R-6 RDC04 224 224 0.01 0.95 0 0.2 0.95 100•� DRAWN BY: H Wl.
\ \__---� '-" 2� Z cs � �,o➢ ZONED \ RDC05 224 224 0.01 0.95 0 0.2 0.95 100% ��TY CONTROL MTA
\ --,\ 4. _ 1 ONi� \ �" p0 v O 6' A y 37 -cscA� NOTED
f �- a n � \ o
--��2 _ _ VOA 25 ,,, �, \ RDCO6 119 119 0.00 0.95 0 0.2 0.95 100% FILE NUMBER: 791 O.00
1 01 Pond 0 16,280 0.37 0.95 16,280 0.2 0.20 0% SAT 06-06-17
_ �M '' t� 23 \ ' r DRAINAGE ARE a
FOR �N \ A P LAN
\ q Total to Pond 44,414 65,018 1.49 0.95 20,604 0.2 0.71 68% DRAINAGE AREA
�_ - Now 0R REN P 41� 1 W ANSgORO SCALE 1" = 20' b
463, / t� 2 Y R� S 0 20 40 EOGIVE
- - D.B• RP UN ~�L \ \ PO PLAN
ED ME AT \ 1 'VEY BY:
ZON OR FOR \ OCXS JUN "' G� •RLES F. RIGGS & ASSOCIATES INC. SHEET NUMBER:
NOW RtG- , 929 "cNE HAMM GRAPHIC SCALE in feet: 1 inch = 20 ft. October 25, 2016 � C12
BY: SHEET 12 OF 12

4,,, ,.. :,'''‘ \ ' 1 \ ..----'
PLANT SCHEDULE
r - - „., , ,, ,,,„pf d$zg QTY KEY BOTANICAL NAME
COMMON NAME PLANTING SEASON SIZE ROOT SPACING � �
` ' .4;,,,,,-' #' Fx>, SUBMERGED& PARTIALLYSUBMERGEDVEGETATEDSHELFPLANTING Q'
I C�
sign
I _ n� 8$ AI ASCLEPIAS INCARNATA SWAMP MILKWEED PLUG 24" O.0 GENERAL NOTES:
.. 88 CT CAREXTENERA QUILL LARGE PLUG (50
a, �• / 4 Q L SEDGE MARCH THROUGH MAY, AUGUST LINERS PER TRAY OR PLUG 24 O.0
88 A I
KV KOSTELETZKYA VI NICA SEASHORE MALLOW THROUGH OCTOBER PLUG 24" O.c 1. CONTRACTOR SHALL VERIFY ALL PLANT QUANTITIES AND IS RESPONSIBLE FOR PRICING PLANT MATERIAL Sara Burroughs, RLA
'j .." a 90 RC RHYNCHOSPORA COLORATA STARRUSH WHITETOP LESS)OR EQUIVALENT PLUG
SHOWN ON SHEET L-1.0. IF THERE ARE ANY DISCREPANCIES CONTRACTOR SHALL NOTIFY THE OWNER 228 North Front Street
it ....----- .. � ; �, �s 24 O.0 IMMEDIATELY.
., „kc, . ..r TURF GRASS Suite 202D
% I � . POND ,�' 1 I BERMUDAGRASS(HYBRID) IS 2. ALL DISTURBED AREAS TO BE STABILIZED AS SHOWN ON C3:THE EROSION CONTROL,GRADING,AND
,/ '' � `�� �:;�< ��..� � Wilmington, NC 28401
RECOMMENDED BY NCDEQ ON THE APRIL THROUGH JULY SEED STORMWATER PLAN.
Ph. [phone]
/'r1 .: 0 4
DAM AND THE EMBANKMENT SLOPES.
3. POND PLANTING SHOWN BASED UPON SITE DATA,GRADING AND DRAINAGE BY CIVIL. LANDSCAPE ARCHITECT [e-mail]
( //7,/ ' ''r------- ' - ---‘7"." • l' If.„,.4--Ns, ,--i ,
{$ PROVIDING LANDSCAPE PLAN ONLY.
® �I lid.., 0 .. $ I {
1 I. 5 / \ PLANT MATERIAL NOTES:
--„a„
PROPOSED w I • O
`� I I . , 0,� ° ° ° IlLYPICAL
EE P�O 'D PL ' TIN PLAN , � BUILDING II 0 ,�, A A.
,,,,,
T r ! > STAGGERED 1. ALL PLANT MATERIAL SHALL CONFORM TO THE MOST CURRENT STANDARDS ESTABLISHED BY'THE %,``'k•��'CH CAA?��',
�`"' ( O *eel< N?
ROWS AMERICAN ASSOCIATION OF NURSERYMAN". .4. O 4 ,'�,
gpr
g I 2. ALL PLANTS SHALL BE FRESHLY DUG, SOUND, HEALTHY,VIGOROUS,WELL-ROOTED PLANTS AND = x;g /786- 33. 5
p� `y 6 V- @....._._'.. it • . .
Z.
11
�a " 7:i ` I I 1 1, 1 \ OvI `I O41) ESTABLISHED IN THE CONTAINER IN WHICH THEY ARE SOLD. THE PLANTS SHALL HAVE TOPS WHICH .. N • ) ; Xw
T� PROPOSED ' i ARE GOOD QUALITY AND ARE IN A HEALTHY GROWING CONDITION. i
T�, .° `��` ... " P� LNG &ENTRY DRIVE •
/ ,... . �' •`T`
�D Y�a �, I - 3. PLANTS SHALL NOT BE PRUNED PRIOR TO DELIVERY UNLESS APPROVED BY THE LANDSCAPE 'e,'�,' eUF;ROJ ��``
•
#�ae> �' . -''' EDGE OF PLANTING BED
� =°a EQUAL SPACING BETWEEN ALL PLANTS ARCHITECT PRIOR TO SHIPMENT. �''++�++wti�'`��
ti' �� NOTED AS ON-CENTER O.C. PLANTING
NS �� ' mvaxr�atar I 1 ` 4. TOPSOIL AMENDMENTS REQUIRED FOR SOIL MIXES SHALL BE PROVIDED BY CONTRACTOR AND
eF ``_____2 - DIMENSION IN THE PLANT SCHEDULE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. CONTRACTOR MUST LOAD, HAUL,
��� , R. MIX AND SPREAD ALL TOPSOIL AND OTHER SOIL ADDITIVES AS REQUIRED ON SITE.
BRA .
n n ,I
' ,, ; 0 I 1
SITE REFERENCE PLAN TYPICAL PLUG PLANTING LAYOUT 5. CONTRACTOR SHALL VERIFY AND/OR AMEND ALL PLANTING SOILS TO ENSURE PROPER SUITABILITY
INCLUDING STATE RECOMMENDED QUANTITIES OF NITROGEN, PHOSPHORUS,AND POTASH
E: NTS
NUTRIENTS AND SOIL AMENDMENTS TO BE ADDED TO PRODUCE QUALITY PLANTING SOIL FOR ALL
0 SCALPLANT MATERIAL TO SURVIVE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL PLANTING PITS PERCOLATE
ij/ o PROPERLY PRIOR TO PLANTING INSTALLATION.
'1Z `L �` rS'• �' 9 C- (JAI, 7. SHRUBS, BULBS,AND GROUNDCOVERS SHALL BE TRIANGULARLY SPACED AT SPACING SHOWN ON
� � ti, _ ao pr j ` '2 `� 'O N D TU RF GRASS O N
, � _.
06, PLANTING PLANS AND/OR IN THE PLANT SCHEDULE.
`�'��� ��T ��'�Y � , FOREBAY BERM,
\� `�' 77e T� 8. THE CONTRACTOR SHALL THE VERIFY EXTENT OF SEEDING OR SOD AREA WITH OWNER
' . tn
. 4?-9* i �3 .9 BACKSIDE OF REPRESENTATIVE AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.l
ic
° I; � EMBANKMENT, DAM, &
9. ALL PLANT MATERIAL MUST BE PROVIDED BY AN APPROVED NC SOURCE WITHIN 100 MILE RADIUSpil OF
GC
a `� � THE SITE. SOURCE SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. '
�� ; , INSIDE EMBANKMENT
_t
W
'` DOWN TO VEGETATIVE 10. LANDSCAPER MUST BE A LICENSED NC LANDSCAPE CONTRACTOR.
C g w
f - 'f ° FILTER AND ALL OTHER
N'�, ',;gig -"
'� '----„, .,k8 TURF AREAS WITHIN THE
PLUG INSTALLATION NOTES. C Z .,
L.O.D.; SEE PLANT LIST C WZJ � Ern �
0: CA 4t *4
C, / \,i.~ '"� • f` 1. INSTALL PLUGS WHILE THEY ARE IN
�/
Ay �� ;r_.< * ,„,----'-:-- � ` .` ACTIVE GROWTH ONLY.
�? i ` / '. ' :��� a� \ 2. AVOID ALL UNNECESSARY SOIL COMPACTION WHILE PREPARING AND PLANTING THE SITE(FOOT TRAFFIC, CA E-+
!tt'
�` `,��, �,�`'°` `'� '-� ��- ..4",
.,,,,..„----0- �"' -,�'i'�i%����1 �1► E N C E; S E E
V1
MACHINERY,ETC") w
4 g
,` ' `'-` ' . itIO � ��'�4�j '`� CIVIL PLANS 3. WATER PLUG TRAYS THOROUGHLY PRIOR TO LAYING OUT PLANTS. Co)\„,, ,,, ' 'r ���� A. 4b 40,10p- 1), --1.114.V P int 1 I L,q;SOir ilk' i) 40
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t� 4. REMOVE PLUGS FROM TRAYS BY PUSHING UP THROUGH BOTTOM OF LINER. O
cil
o ►�o �� 2 1-(111 �, ,� � � S 5. DO NOT PULL THE PLANT BY THE VEGETATIVE MATERIAL. 0 Ca)
'' ''. * 1 \ la� I ,o ,C�� s�,vA: roe \
6. DO NOT'TEASE'THE ROOT SYSTEM APART. V 1 ~
0
��i MAIN �'�` I.14 41
/�� ,, 7. ENSURE THAT THE NATIVE SOIL LEVEL EVENLY MATCHES UP TO THE TOP OF THE SOIL
0 L OF THE LANDSCAPE
-. ��, POND ,. �.��! �,,��1.
PLUG. Co) in g
s ,, ' ' �S'♦j ,/ �� .� ,,� 9�, 8. TAMP IN SOIL AROUND LANDSCAPE PLUG TO INCREASE SOIL ROOT CONTACT AND AVOID AIR EXPOSURE. M;IT4 m
V / PIA 26. ,�, i�l \ -4-04 c,1 (:) \
VEGETATED SHELF4
i \ ` 4 ``' ! '� O 9. WATER IMMEDIATELY TO REDUCE AIR POCKETS AND MAXIMIZE CONTACT BETWEEN LP ROOTS AND SOIL Z
BUFFER PLANTING ' j�� N � ." �� ���' ���� I ��% � PLANTING: NUTRIENTS.
I �j
T
►�r� �i 88 AI
CIO
BY OTHERS - I ��*' -`. ! " ,���" �C`� ,. ©`
� � I ►�% .ter 88 Kv &88 CT, WATERING NOTES:
� Vi c\, Ni ,
y ►�� ,�witra � �' I 1. CONTRACTOR IS RESPONSIBLE FOR ENSURING ALL PLANT MATERIAL HAS ADEQUATE WATER TO ENSURE PLANT
) estr.L---------2,„_, 4�� �' Q) C�3 �D 1T SUCCESS. CONTRACTOR SHALL WATER PLANT MATERIAL THROUGH THE DURATION OF THE PROJECT UNTIL
2���� � �� •;:I_F OR v cv i O >� OWNER HAS GIVEN APPROVAL AND/OR RELEASED THE CONTRACTOR FROM THE SITE.
� � �1��.,1�;�,1 .„ +l- , , qo�� SEE SHEET C3 FOR POND EROSION 2. CONTRACTOR TO STATE A WARRANTY ON PLANT SURVIVAL UPON OWNER'S ACCEPTANCE OF SAID WORK. A
2g �' 6.cJ SITE WALK
���� �7 CONTROL, STORMWATER AND THROUGH SHALL OCCUR AT REGULAR INTERVALS TO IDENTIFY DEFECTS OR DEAD PLANT MATERIAL.
T•
1; CONTRACTOR MUST REPLACE ALL DEAD PLANT MATERIAL WITH SAME SPECIES AS SOON AS POSSIBLE DURING =
/' GRADING INFORMATION
• 2** as) , VI aft+ THE WARRANT'PERIOD. 03
z• VEGETATED SHELF MAINTENANCE773 a
.(,-..s/ ,
FOR WET POND a)
/ ac
y �} • 1. IMMEDIATELY AFTER THE WET POND IS ESTABLISHED,THE PLANTS ON THE VEGETATED SHELF AND PERIMETER a-+ co
.0 '/- 4• ANTICIPATED WATER LEVEL OF THE BASIN SHOULD BE WATERED TWICE WEEKLY IF NEEDED, UNTIL PLANTS BECOME ESTABLISHED a) 3
PROPOSED �" • (COMMONLY SIX WEEKS). 13
//V7 / DRIVEWAY •
• • 2. NO PORTION OF THE WET P co
POND SHOULD BE FERTILIZED AFTER THE FIRST INITIAL FERTILIZATION THAT IS ...1
` / �' _ REQUIRED TO ESTABLISH THE PLANTS ON THE VEGETATED SHELF.
:
TOWN OF SWANSBORO NOTES. 3. STABLE GROUNDCOVER SHOULD BE MAINTAINED tN THE DRAINAGE AREA TO REDUCE THE SEDIMENT LOAD TO
L.O.D. i; THE WET POND.
II \' REVISIONS
1 [ 1 . NO CHANGES TO ANY ASPECT OF THIS SITE PLAN, INCLUDING BUT NOT LIMITED 4. IF THE POND MUST BE DRAINED FOR AN EMERGENCY OR TO PERFORM MAINTENANCE,THE FLUSHING OF
TO, LANDSCAPING, GRADING, BUILDING ELEVATIONS, LIGHTING OR UTILITIES, WILL SEDIMENT THROUGH THE EMERGENCY DRAIN SHOULD BE MINIMIZED AS MUCH AS POSSIBLE.
I
t
t \ \ \ \ x 5. ONCE A YEAR,A DAM SAFETY EXPERT SHOULD IN
BE MADE WITHOUT THE APPROVAL OF THE TOWN.
SPECTTHEEMBANKMENT.
POND PLANTING PLAN SCALE: 1 " = 2O 6. AFTER THE WET POND IS ESTABLISH, IT SHOULD BE INSPECTED ONCE EVERY THREE MONTHS FOR SIGNS OF
, 02. THE SITE SHALL BE STABILIZED AND SEEDED PRIOR TO THE ISSUANCE OF A DISEASE, PESTS ARE FOUND SHOULD ED AREPAIREDTER SIMMEDATELY, RS. KEEP IECORDSOFO ERATONANDMAING FREE OF UNDESIRABLE INTEN MAINTES. ANY ENANCE
SHOULEMS D
ANCE SHOULD BE
0 20 40 60 CERTIFICATION OF OCCUPANCY OR GUARANTEED BY APPROVED METHODS, IF KEPTINAKNOWNSETLOCATIONANDMUSTBEAVAILABLEUPONREQUEST. DRAWN BY
NKW
WET POND VEGETATED SHELF DATA: APPLICABLE. 7. THE VEGETATED SHELF SHALL BE PRUNED ACCORDING TO BEST PROFESSIONAL PRACTICES. CHECKED BY
IF PLANTS ARE DEAD, DISEASED,OR DYING,DETERMINE THE SOURCE OF THE PROBLEM: SOILS,HYDROLOGY, SB
8.
• MINIMUM OF THREE DIVERSE SPECIES OF HERBACEOUS, NATIVE VEGETATION DISEASE, ETC REMEDY THE PROBLEM AND REPLACE PLANTS. PROVIDE A ONE-TIME FERTILIZER APPLICATION DATE
UNIFORMLY DISTRIBUTED, AT A MINIMUM DENSITY OF 50 PLANTS PER 200 SQUARE 3. ALL REQUIRED IMPROVEMENTS SHALL COMPLY WITH THE STANDARDS OF THE TO ESTABLISH THE GROUND COVER IF A SOIL TEST INDICATES IT IS NECESSARY. June 26, 2017
FEET OF SHELF AREA ARE REQUIRED AS PER NCDEQ SDM. CODE OF ORDINANCES. 9. IF WEEDS ARE PRESENT,REMOVE THE WEEDS, PREFERABLY BY HAND. IF PESTICIDE IS USED,WIPE IT ON THE SHEET NUMBER
PLANTS RATHER THAN SPRAYING.
• VEGETATED SHELF AREA = 1227 SQUARE FEET
4. OWNER CERTIFICATION: 10, FOR ADDITIONAL MAINTENANCE CONSIDERATIONS, REFER TO THE NCDEQ STORMWATER DESIGN M F
. " I
2L, L 1 • 0
• TOTAL NUMBER OF PLANTS = 354
OWNER HEREBY CERTIFIES MTMT TO CONSTRUCT DEVELOPMENT PLAN AS SHOWN. 7 "
BY: