SW8150310_APPROVED PLANS_20150314

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 I `� f(� /0
DOC TYPE ❑ CURRENT PERMIT
X APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

"�/' I /' � � { { i I \ \ \ \ \\ � \ • \ / Revisions
3 REVISED
GRADES.
CUT. ADDED CURB
I ` \ CUT.
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \l 5-15-2015 ADDED
OF13ING TO FRONT
PARKING LOT
�50'BUFF$R FROM
✓ '��:::' CID
TOP OF BANK OFTOP OF
BANK :?./ >�:: } :r :: `.:'(:':(: SURFACE \
1 \ \
. . � WATERS.
/
10,
20.6620.16
\
\ \ \ . \ a
.........:: .: ::.:... . \ I i4.ls, \ ` 06 : €
Cie
{ I II1rI' I(I II{ I{ (p �REMAINING�WA\LL\
B X OTHEg\� \ `7126170 I 25.0204.82 \ \\\\ \\\\\g
s\ \
\
00VER \ \ w
SE OF 76 GSD BOBBIES PIKE PROPOSED \ � o
BRANCH DA UTTOR TER L p,4a Uj Z 9 m U
N
26.00 \\ \ \ \ x 22.35 \ \ \ \ N Z E t
1
ly
\ ??\ \ \ \ \ O Paz
} ry�i V o
26 d I \ .20 25.68 N C
\ 26.70 \ i -2 +- ti
-24 CA
\ \ 26.20\ LU
\ \� 1 1 1 - PROPOSED
4.004.� \ \ \ \ \ - �J 1 26.0 CURB C1UT
FLOOD ' \ \ 1 11 1 1 1 26 \. 25.55 \ \ = PROPOSED
SHADZONEED X \\ I I \ \ \ \ \ \ / 24.5E \ FFE=26.70 v / / _ N
\ \ \
N I
m. `\ \ \ \ \ \ 4.37. 1 2 \ \ \ t 26.70 FLO D TIOII
1 . \ \ \ 1 I a \ 26.70 // ARROW \ rn
\\ \ \ \ \ \ \ \ \ 26.30 _ 29.11
2670 26.10 O
7.':. \1\\ I I II I \ � 26.1 0\ /
. O
\ z6.zo 5.02 29.34 H U OPO �/\ A;� \ . 30.70 UW
30.73 30.16
25.96 \ 29I00 30.81 / 30.65
30 r30.97 �ry V
25.63 2 30..i6 ,/ / ; ;�q'/ / >
I I ` \ \ \ \ \ 25.67 25.62- 7.49
l \ \ \ \ \ \ \ \ \ \ \ 8.07
25.53 / �A1SER
28.51
.88
/ \r: \ \ \ \ \ \ \ \ \ TAPE 3 / '^� �/ 1 O O
26.00 6.56 27.84 a
6.41 9
1
I
PROJECT BOUNDARY= /: 1 \ 27 p� 1
I \ Y' / Date: 3.10-15
345,505 SF OR 7.93 AC �:: I \
' f � � N a�. N � / .Scale: AS SHOWN
. .. � � Drawn By: JCR
� Checked By: JCR/ACL
...........W.
40' 80' D nna A
LINE TABLEFOR APPROVAL
L _I �/ / THIS PLAN IS NOT ISSUED FOR
LINE BEARING DISTANCE
CONSTRUCTION WITHOUT AFFIXED
Ll N150 57' 13"W 73.49 �'/// ,�/ ti^ / CORPORATE SEAL.
L2 S35"09'57"E 33.83
IVE
I/ �1 ECE: N �,
L3 S35"09'52"E 100.96 �/
/ JUL 3 12015
p SEAL
/51
: o�
C4.0
® 2015 This drawing shall not be reproduced in whole or in part without written permission of East Coast Engin eying& Surveying,P.C.
ECES PROJECT N0. 1445

Revisions
50'BUFFER FROM
TOP OF BANK OF 3-24-15 REVISED
THE TRAVERSE \ STORMWATER
LEGEND; IMPERVIOUS AREA DATA TABLE OF BOBBIES PIKE \ DESIGN.
r.::.-::. BRANCH
\ CIl - / / 5-I5-2015 ADDED
m PROPOSED STORM DRAIN . ` ` "`"'"` ` "` RIM ELEV-20.16 CURBING TO FRONT
CB-3 DRIVEWAY TOP OF SDl -2.0 LF 15"RCP
BUILDINGS PARKING SIDEWALKS AREA FUTURE gApJI{ @ 0.00%SLOPE
JB-1" CATCH BASIN INV OUT= 17.91 (15"RCP) OF PARKING LOT
JUNCTION BOX 36,365 61,929 6,428 1,664 4,825 z 20 I?I3ER Y 5-21-2015 REVISED
DI TION: Cl2
JB8 LOCATION AND
RCP REINFORCED CONCRETE PIPE
PAD RIM ELEV=20.16
JB4 RIM ELEV.
INN IN= 17.91 (FROM CIl)
HDPE HIGH DENSITY POLYETHYLENE TOTAL= 111,211 SF OR 2.6 AC 7dME EINV OUT= 17.91 (15"RCP) / / 6-18-2015 ADDED
NCY
ACCESS RAMP -
PROJECT BOUNDARY SPILLWAY(SEE UPDATED
STORMWATER BOUNDARY / DETAIL) / IMPERVIOUS
RIP RAP @ 1.28%a SLOPE RCPe / \ ALLOCATION TABLE.
EXISTING STORM DRAIN SD2- 116.3 LF 15"RCP RI
OR -63.0 LF 18' HDPE @ 0.50%SLOPE / RIM ELEV.24.15 \
@ 2.61%SLOPE I INV IN= 17.32(FROM Cl2)
12'x 2 ENERGY INV OUT= 17.20(15"RCP) \
PhD RIM ELEV=22.30
STRUCTURE TABLE SW-PROP I `, DISS PION ; ; ; „ U
ICLINV IN= 17.60(FROM)
STRUCTURE RETAINING WAL INV OUT= 16.25 (15"RCP)
PIPES IN: PIPES OUT DETAILS: OUTLET STRUCTURE
NAME: RIM ELEV= II I BY OTHERS
18.44 0'\ PROPOSED DUPLEX GRINDER PUMP STATION \
CIl SDI,INV OUT=17.91 RIM=20.16 INV OUT= 13.00(18"HOPE) II I ' �I (TO BE INSTALLED BY TOWN) \ C: 00 o U
INV OUT= 17.91 JB4 FES-4 tooc
RIM ELEV=26.20 \
RIM=20.16 I II ' ]I�IV IN= 16.37(FROM JB3) SD7-86.5 LF 15"RCP N E
Q p f.
\ @ 5.02/o SLOPE >� r a, O Z
Cl2 SDI,INV IN=17.91 SD2,INV OUT=17.91 INV IN= 17.91 INV OUT= 16.37(18"RCP) SD3 - 136.7 LF 15"RCP:::;:::::. L w o, a)
INV OUT= 17.91 TRAVERSE OF ' 1 @ 0.59%SLOPE WHEEL
H E CH RAMP _ > o o
BOBBIES PIKE
RIM=23.50 BRANCH ' PROPOSED \
CIS SD4,INV IN=15.76 SD5,INV OUT=15.76 INV IN= 15.76 FES-3 = a J
STORMWATER __xx a
INV=22.35 W
INV OUT= 15.76 I ' ' POND " \ fn U.
RIM=23.50
CI6 SD5,INV IN=15.76 SD6,INV OUT=15.76 INV IN= 15.76 II L I SD4-98.9 LF 18"RCP 4 ROOF DRAINAGE \
INV OUT= 15.76 I 'I J ' @ 0.60%SLOPE SYSTEM PROPOSED o.
f (TYP-SEE DETAIL) DRIVEWAY 10
RIM=24.15 1
JB3 SD2,INV IN=17.32 SD3,INV OUT=17.20 INV IN= 17.32 I SD6-62.3 LF 18"RCP • a N
PROPOSED SEWER SERVILE
INV OUT= 17.20 1 I 10 N C
I @ 2.50%SLOPE \ (TO HE INSTALLED BY TOWN) '� �
W N O
1 x
RIM=26.20 w N 0 0
JB4 SD3,INV IN=16.37 SD4,INV OUT=16.37 INV IN= 16.37 \� W Z 9 a U
INV OUT= 16.37 � i \ } t
RIM=22.30 \ w 00 0 Ln Z
JB8 SD7,INV IN=17.60 SD8,INV OUT=16.25 INV IN= 17.60
}
O INV OUT= 16.25 \ a 2
FLOOD PROPOSED 6
C15 FFE-26.70 / N C
OUTLET OS 1,INV OUT=13.00 RIM= 18.44 ZONE C16 RIM ELEV=23.50 / \
STRUCTURE INV OUT= 13.00 SHADED X RIM ELEV=23.50
INV IN= 15.76(FROM CI5) INV IN= 15.76(FROM JB4) / 0
INV OUT= 15.76(18"RCP) INV OUT= 15.76(18 RCP)
PIPE TABLE
SD5 -2.0 LF 18"RCP
NAME SIZE LENGTH SLOPE MATERIAL NOTE: ;.': :: ,: .:.: ;:;: @ o.00%SLOPE /
OSl 18" 65' 2.61% HDPE 1. ALL ROOF DRAINS SHALL BE TIED INTO THE
STORMWATER COLLECTION SYSTEM \
SDI 15 2' 0.00% RCP 2. CONTRACTOR SHALL COORDINATE WITH
"
LANDSCAPER IN ORDER TO AVOID �4
SD2 D
15" 119' 0.50% RCP CONFLICTS BETWEEN ROOF DRAINS PROPOS
ED
/ POS D
BUILDING FOUNDATION PLANTS. / �l R .' 1
SD3 15" 140' 0.59% RCP :.': ':'::::: / PARKING J 21.1 LF 15" RCP
SD4 18" 102' 0.60% RCP @ 5.59% SLOPE
SD5 18" 2' 0.00% RCP rw,�Cp
O
P PO ED 1 O
STORMWATER CO ISPLAY / / EXIT T
SD6 18" 64' 2.50% RCP PROJECT BOUNDARY= / / PAD / / E EXTENDED UNDER U
::::::.... 1.4 U
„ 0 345,505 SF OR 7.93 AC ES-1 PROPOSED DRIVEWAY
SD7 15 88 5.02/o RCP $ HOWN a
SD8 15" 98' 1.28% RCP \ /
SD9 -85.J
SD9 IS" 85' 1.49% RCP \ / / L RCP W
/ � A. � / @ 1.49%LOPE
O
P4 H
/ \ QO
/ / / 92.4 LF 15" RCP
�:.
@ -4.89% SLOPE 1- 4
................_...._._
/ \ [-+
NOTE: / / U
1. 10:1 SHELF TO BE VEGETATED WITH WETLAND SPECIES AND SHOULD INCORPORATE A MINIMUM OF THREE(3)DIVERSE SPECIES OF SHALLOW PROJECT BOUNDARY= '> / / / E X-CB 4 -
VEGETATION. SEE WETLAND SPECIES TABLES BELOW). 345,505 SF OR 7.93 AC /�
WATER EMERGENT AND SHALLOW LAND HERBACEOUS ( i,
2. THE PLANTS SHALL BE SPACED AT A DENSITY OF NO LESS THAN 50 PLANTS PER 200 SQUARE FEET OF SHELF AREA. / �' RIM ELEV = 30.98
3. SHELF AREA-6,393SOUAREFEET INV IN = 34.02 (15" RCP)
\ Z �' / v1
4. 50 PLANTS/200 SF OF SHELF=1600 PLANTS:800 SHALLOW LAND PLANTS IN THE UPPER SHELF AREA AND 80
0 , ,,,,,,,,,,,,,,,,,,,,,,,,,,, / INV OUT 31.21 15" RCP
LOWER SHELF AREA SHALL BE USED. THE UPPER AND LOWER SHELF AREA SHALL USE A MINIMUM OF THREE DIFFERENTSPECIES SELECTED FROM
THE TABLES BELOW TO ENSURE DIVERSE AND VIGOROUS GROWTH.
5. A WETLAND SEED MIX IS NOT ACCEPTABLE FOR THE SHELF.
6. CONTRACTOR SHALL PROVIDE BERMUDA SOD TO STABILIZE THE 3:1 SIDE SLOPES ABOVE THE 10:1 VEGETATIVE SHELF.
225.6 LF 15" RCP
PLANT SELECTION TABLE / / / ; / @ 3.42% SLOPE
Dal 3_,B_,9
PLANT SELECTION TABLE LOWER Y OF VEGETATIVE SHELF / / /
:i: �:4:r // / Scale: AS SHOWN
UPPER 5 OF VEGETATIVE SHELF .
....: .:
SHALLOW WATER Botanical Name Common Name " '
35 4 LF 24" RCP
Emergent Plants Alisma str. Water plantain 1.92% SLOPE D
raven
Acores slq. Sweet flag Checked By: J
re JCR/ACL
NCDENR Smrmwate OW manual Chapter Revised 09-28-07 Aloperw!vshomellh Foxmil �
/
Canna lily 'Bengal Tiger'canna. /
Cladium almicense Sawgrass /
SHALLOW LAND Botanical Name. Common Name. Cypenrs,msfatus Flat sedge
Herbaceous Plants Asclepias incarnate Swamp Milkweed In,Imagm Hexagonal iris EX-CB3
Caret spp Sedges iris nekovi Nelson s Iris
Chelme gfabm Whim Turtlehead Iris pnsnsnca Slender Blue Iris . 70.0 LF 24" RCP CP RIM ELEV = 28.00
Ctinum amencanum American ctinum lily Ins rnrgil m Blue Flag Iris
Cnnum erubescees Swamp lily Ins u mAor Blue Flag Iris @ 1.51% SLOPE INV IN = 23.40 (FROM EX-CB4) 0 40' 80'
Dichronum laelesti White Star Grass Ws/ufea Copper iris /�'
Eupatonum caeifolia m Wald Ageratum Iuncuse,?ssus 5opper INV OUT = 22.90 (24" RCP)
Eupatort'um dukum Dwarf Joe Pye Weed Leptaddofa culans Salt-meadow grass
Eupatonumfistulosum Jce Pye Weed Ludunginq:p. Primrose willow I I '��� / RIM ELEV
Eupatonum mamiatum Oryu W,!r• Rice / IX�' j RIM ELEV 2 27. (F
Eupatoriuni purpureum Peltandtawrginica Arrow Amin "'fffiiiTTT INV IN = 22.17 (FROM EX-CB3)
Hehanthus angushfolius Swamp sunflower Plantago agar Common Plantain 1 A I NOT ISSUED FOR
Heliantkus mi-ttallatus Ponteder mrdata Pickerelweed / / INV OUT = 22.05 (24" RCP) CONSTRUCTION WITHOUT AFFIXED
Hibiscus aculeatus Piaelands mallow � CORPORATE SEAL.
Sagittarickfifolia Duck Potato HiNsms cocnnea Scarlet rose mallow SogittarmYncifoiia Bulltongue �'Iy
/
Hibiscus dasycalyr Neches River mallow Sagatedalongiloba .Arrowhead �� I 1
Hibiscus grandiflorvs Velvet mallow Saummi: uus Lizard Tail
Hibiscus moscheutus Rose mallow Schrewi'arf is tabernwntontani \\O�.(H CA OC!
Hymenocallfs eulae Spider lily Scirpm 01fricanus Three-square bulrush S
Hymenmallis tfriosme Spring marsh spider lily Zimnia apafica Wild rice -
'ECEI
Hymenocallis pygmaea Dwarf Spider Lily Zizaneolras miliarra Wamr millet , r -
Hymenomllis traubii Tiaub's Spider Lily 1 18.1 LF 36" RCP ���'� + A
xosteletgicyamrgnica Seashore Mallow @ 8.64% SLOPE EX-CBI 35054
RIM ELEV - 30.46 1 J�lN 2 2?�'l f! yl K/
Lobelia mrdtnahs Cardinal flower I I J .✓O 4IT('f- � '
Lobelia siphilitim,elohgata,and allies(Blue Lobelia) 1
Saccharum aneumanaeume rasses INV OUT = 25.04 (36" RCP) 1 y
grgt dllisPl( $ ) Slomiwater Wetlei:da Rl! July 3110i ...... 5
Zeplfyranthes alamasr, Atamasm Lily BY: �' R/`S r1AN RJ s
C5.0
0 2015 This drawing shall not be reproduced in whole or in part without written permission of East Coast Engineering<& Surveying , P.C.
ECES PROJECT N0. 1445

Revisions
OVERFLOW WEIR 3-24-15 REMOVED
A ELEV.=31'20 TIE TO TOP OF POND
LINE WITH CLASS B RIP RAP B' CATCH BASIN
DETAIL, ADDED
TEMPORARY POOL CURB INLET DETAIL.
ELEVATION= 17.44 A
24 TOP VEGETATIVE SHEL F 3:1 OR FLATTER 24 i
22 HWT= . 5 SLOPE ABOVE 22 SEDIMEFOREBNT
Y BOTTOM/TOP
20 - -VEGETATIVE
- - -'rA - - 0 SEDIMENT STORAGE A,
VEGETATIVE SHELF ELEVATION= 11.25
18 HHEE 'F- - 18
16 16
s
BO OM 14 Jo oFN _
VEGETATIVE SHELF PERMANENT POOL 12 PLAN VIEW RIP
yp
0+00 'I I I I ELEVATION= 15.75 ELEVATION= 16.25 C155B
' 10 10
I OVERFLOW WEIR MIN -
B I 8 8 REV.=18.44 3:1 SLOPE
0+97 6 POND BOTTOM/TOP SEDIMENT BOTTOM POND SEDIMENT OTTOM OREBAY 3, SLOPE
I I STORAGE ELEVATION=9.25 SEDIMENT STORAGE
' STORAGE ELEVATION=8.25
4 ELEVATI N- 10.25 TP ELEV.=n.aa
TIE V. POND 10 TIE TO POND
I I I B vMi O o N M ELEV.=18.44 ELEV.=18.44 V
I ri N N l
O c DO ee a0 00 00 eo N 12"
I I ' ,
Vi)Vj E 10'OF NCDOT OVERFLOW WEIR
0+00 1+00 2+00 SSE VEGETATIVE 10:1 CLASS B RIP RAP ELEV.=18.44 A' a U'' I I SLOPE
POND CROSS SECTION A - A' SECTION A- PROFILE OF SPILLWAY SECTION B-B'PROFILE OF SPILLWAY 0
I ' •� N � � 11
EMERGENCY SPILLWAY DETAIL 0 a
NOT TO SCALE
I
06
� a ir
1� LLI
C: • N
N A •� � 0 ' 0
p FRAME,GRATE&HOOD LLJ N N O
SHALL BE EAST JORDAN � LLI h 0
00
0 30' 60, TPE- IRBAS N CURB INLET OR WORKS 72( H 114. w ttZnn p N U
24 24 APPROVED EQUAL '�'� V � E t
17.44 a 9 1a In w 0 SLDMT 0
0 22 = 16.25 PPE= 22 2 1g�18, SHEET005ROSEE FORlUM O $
20 20 ELEVATION p
STORMWA
TER POND - D
1a - - - .� 18 ,& _ N
CROSS SECTION DETAIL lo:l SEE STORMWATER Ire• -'"
16 VEGETATIVE PLAN SHEET C5.0 FOR `•'
SHELF PIPE MATERIAL,SIZE, PIPE
14 :...
. . ORIENTATION AND ;::;.::nrs:�:;:: ....
I.I I
. . L-15.71 INVERTS. <r;..........
R-10.00 12 12
POND BOTTOM/TOP :.. . ,..
N
SEDIMENT STORAGE
23 10 10 ELEVATION-9.25 :_:.:: s;;.:-:<;: :::::;;;
=9jk' 4 =
0
.00 ..........
-
8 8
BOTTOM OM SEDIMENT
:::.:.:::.:...... PIP
E
L=15.71 :
R=10.00 N v N ELEVATION=8.25U to
I-�
M M Oi d t0 o • ,° ' ° s 1�
WIpTH yENG� J
,.
0+00
s.
PIPE •'4.. ..° .. ..t. -`
$ POND CROSS SECTION B - B' PIPE
h 0
>ssi M�'I
0 30, 60' 0
CURB INLET DETAIL a
NOT TO SCALE
Vl W
TIE LINE i
O O
WATER-TIGHT BETWEEN
S80° t �23.97
L=15.71
S
"g 40.00' B W
R=1 O.00
L=15.71 EAL PRECASTCONCRETE PIPE AND CATCH BASIN ROOF DRAIN
PROPERTY CORNER R=10.00 DOWN SPOUT La
PERMANENT POOL DIMENSION A ® A PIPE DIA. PROP
DETAIL
W
B W W W TYPICAL CON D/-
FLARED END i" FILTER FABRIC
PLAN VIE WWWWWW y y CPP ATTACHED SECTION / Date: 3-10-15
AS REQUIRED
TO DOWN SPOUT
RIM ELEV..16.44 ISOMETRIC VIEW Scale: AS SHOWN
TRASH GUARD NOTES
x4 REBAR 4"O/C W ,y SEE APPROPRIATE SCHEDULE FOR DIMENSIONS Draw By: JCR
1.La IS THE LENGTH OF THE APRON.
THROAT .t. W W W y W W W W Checked By: JCR/ACL
PERMANENT POOL TEMPORARY
4 2. T NO TIMES THE MAXIMUM STONE DIAMETER,
' '"'" TEMPORARY - ,� .v � W W W W W W w w ,t-� BUT NOT LESS THAN 6"
EL-10.25 I POOL 6 3.A FILTER BLANKET OR FILTER FABRIC SHOULD
20"SGH.40 PVC ORIFICE EL-17.44 BE INSTALLED BETWEEN THE RIP-RAP AND SOIL
(I.D.-2051N.)- FOUNDATION.
2-TEES W,TH SEALED PLUGS REQUIRED CPP BELOW GRADE
AS TIE TO PROPOSED STORMWATER
m W W COLLECTION SYSTEM
REQUIRED A A La
HOPE INVERT 18"
EL-1&00 HDPE FILL TO INVERT FLOW
AS REQUIRED WTTH CONCRETE ROOF DRAIN DETAIL do W
R4 TO INVERT Y ?::a 1.+.p'.,i:+4d
WOHCONCRETEk
CRUSHED STONE• NOT TO SCALE
;crlusH,EDsroNE. THIS PLAN IS NOT ISSUED FOR
FILTER FABRIC CONSTRUCTION WITHOUT AFFIXED
COMPACTED SUBGRADE COMPACTED SUBGRADE d CORPORATE SEAL.
SECTION A-A SECTION 0-8 PLAN VIEW SECTION A-A
OUTLET PROTECTION
STORMWATER POND OUTLET STRUCTURE FES-1 FES-2 FES-4
NOT TO SCALE do-PIPEDIA do-10' La-20• La=20• "o, C
La.APRON LENGTH
NOTES: W-APRON WIDTH W=S' W-12' W-12'
d-APRON DEPTH d= 12" d- 12" d= 12" -
1.SEE TABLES FOR STORM DRAIN SIZES,INVERT ELEVATIONS,AND TOP OF Class=B Class=B Class-B 4
GRATE ELEVATIONS. SEAL
2.SEE PLANS FOR ORIENTATION OF STORM DRAINS RELATIVE TO POND OUTLET. OUTLET PROTECTION (FLARED)
- <ss,•-- '-` >•-,, -, - 35054
3.ALL PIPE OUTLETS AND INLETS MUST BE SEALED WATER-TIGHT BETWEEN PIPE �-
AND CATCH BASIN. NOT TO SCALE APR 2 3 2015 ;`o �I� MS�� .
4.THE BASIN MAY BE DRAINED BY MEANS OF A GAS POWERED MUD HOG TYPE sy -
a AN RJR•
PUMP. L
C8.2
® 2015 This drawing shall not be reproduced in whole or in part without written permission of East Coast Engineering& Surveying,P.C.
ECES PROJECT N0. 1445
7. 7, 1 T

Revisions
U
o
N M
C coo
coo
to 'I.
•� 0 o N D
>- o. O z
W . N
0 30' so' PROPOSED STORMWATER D > t o o m
POND o
� d
i
N
W
0•
• 01 N
A
0.
W NN O
W 00 `0
W Z cmU
pm =
PROPOSED DRIVEWAY Z U-I00 0 z
0:
4 0 0
EL
0
N
DRAINAGE AREA # 1
0
w UU
go P-4 zC)
A
W � H
OO
PROPOSED DRIVEWAY 1-4
PROPOSED PARKING a
AREA O W
Date: 3-10-15
DRAINAGE AREA#1
Scale: As sxowN
BOUNDARY=7.93 ACRES
Drawn By: JCR
-�. Checked By: ]CR/ACL
C((P1t{
FOR REVIEW
PURPOSES ONLY
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL.
�t1 CA
MAR 2 5 2M Q SEAL
35054
cls'r �j '• ... J9Cj
S W-DA-MAP
A 2015 This . awing Q n11 not be term.ace in li o1e or in pert wit out written perm salon of East Coact Engineering& Surveying,P.C.
ECES PROJECT NO. 1445
r
I � r
r

DEVELOPMENT PLANS
SITE ,
FOR
SHALLOTTE, NORTH CAROLINA
INDEX OF SHEETS
MARCH 2O15 TITLE
P C1.0 EXISTING CONDITIONS
PROJECT LOCATION
5100 MAIN STREET
C1.1 EXISTING CONDITIONS
SHALLOTTE,NORTH CAROLINA
C2.0 SITE PLAN
PROJECT CONTACT C3.0 EROSION/SEDIMENT CONTROL PLAN
BASELINE CONSTRUCTION, INC. 4.0 GRADING PLAN
RALPH RONALTER
155 WEST NEW YORK AVENUE, SUITE 200 �/ C5.0 STORMWATER PLAN
SOUTHERN PINES,NC 28387
C6.0 UTILITY PLAN
910-528-6787 / \ \ C7.0 NCDOT DRIVWAY PLAN
SURVEYOR
EAST COAST ENGINEERING & SURVEYING, PC C8.0 SITE PLAN DETAILS
4918 MAIN STREET - P.O. BOX 2469 ' / C8.1 EROSION/SEDIMENT CONTROL DETAILS
SHALLOTTE,NC 28459 �'
C8.2 STORMWATER DETAILS
910-754-8029 ,
/\ C8.3 UTILITY DETAILS
ENGINEERING ' \
EAST COAST ENGINEERING& SURVEYING,PC I'
4918 MAIN STREET - P.O. BOX 2469 \
SHALLOTTE,NC 28459
910-754-8029
' 'PROPOSED I \ \
S TORMWATER \
POND ' G�' PROPOSED \ "�
SINGLE STORYBUILDIM
SHALLOTTE �� 94
1,
130 \
1 \130
17 SITE / / , ��-�" \ East Coast Engin rERS*SURVEYORS
Surveying, P.C.
ENGINEERS*
4918 Main Street Phone: [phone]
Post Office Box 2469 Fax: [phone]
Shallotte, North Carolina 28459 License Number C-3014
" \` \\1111111y
SITE MAP `
VICINITY MAP SCALE: r = cool
SEAL
NOT TO SCALE
35054
oy t 5
till
® 2015 This drawing shall not be lepmdlueed in whole of in part without wdam permission of Fast Coast Engioeetiog&Suveyiog,P.C. ECES PROJECT N0. 1445
�_

SRevisions
SEE INSET
Revised to add
CURRENT LEGAL DESCRIPTION OF SUBJECT PARCEL Current legal eSCnp lOn, an
. � // expanded notes.
SHALL 0 TTE I � / LYING AND BEING IN BRUNSWICK COUNTY,NORTFI CAROLINA,AND MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
I DIANNE O. BAXLEY / show revised
Revised to
Q BEING ALL OF TRACT NUMBER ONE(I)OF'fHE.SUBDIVISION OF THE WILLIAM BEAMON SELLERS' SNOW reVlSed Title
DEED BOOK 1544,PAGE 912 HOME TRACT OF LAND ACCORDING TO A MAP MADE BY WILLIAM D.BUNCE,RL.S.,1884,
ar ' / Commitment elements and
MAP CABINET 25, PAGE 364 i �j," 5 JANUARY 15, 1974 AND RECORDED IN MAP BOOK FOURTF,EN(14)AT PAGE FORTY-TWO(42),IN THE include page 2.
13O 6C _TAX PARCEL 1970005517 6d
TOWN OF SHALLOTTE OFFICE OF THE REGISTER OF DEEDS OF BRUNSWICK COUNTY.
\ �
CORPORATE LIMITS ♦'a ZONED: HB(VACANT) t 01-19-2015:Revised to
BUS. ? DIANNE O. BAXLEY show revised Title
d? c� LEGAL DESCRIPTION-SURVEYED METES AND BOUNDS
Olp / Q`o CONCRETE
DEED BOOK 1544,PAGE 912 Commitment elements.
Q. MAP CABINET25,PAGE 364
FOUND BEING ALL THAT CERTAIN TRACT OR PARCEL OF LAND LYING AND BEING LOCATED IN THE
fo TAX PARCEL 1970005517 TOWN OF SHALLOTTE,SHALLOTTE TOWNSHIP.BRUNSWICK COUNTY,STATE OF NORTH 01-23-2015:Revised to
�9 ZONED:HB(VACANT) z CAROLINA;BEING BOUNDED ON THE NORTH BY THE SHALLOTTE RIVER;ON THE SOUTH BY show revised Title
17 l $j �L F. US l7 BUSINESS(MAIN STREET-] R/W L BOUNDED ON 1'HE EAST BY THE LANDS CLAIMED BY
x Commitment elements.
SITE / % �� Z o DIANNE O.BAXLEY AS RECORDED IN DEED BOOK 1544,PAGE 912 AND DEED BOOK 2733,PAGE
gj `ro au 475 AND ALSO BOUNDED ON THE EAST BY TIIF LANDS CLAIMED BY NEWBRIDGE BANK AS
Vj ib RECORDED IN DEED BOOK 1209,PAGE 1032;BOUNDED ON THE WEST BY THE LANDS CLAIMED
BY ALVIN BRYAN WILLIS AS RECORDED IN DEED BOOK 2186,PAGE 848;AND BEING MORE
IRON PIPE �{, Z Z PARTICULARLY DESCRIBED AS FOLLOWS:
/ FOUND
BEGINNING AT A EXISTING CONCRETE MONUMENT IN THE NORTHERN RIGHT OF WAY LINE OF
0 \ pp U.S. 17 BUSINESS,SAID BEGINNING POINT HAVING NC GRID COORDINATES OF N=78503.04 V
FEET,E=2182866.58 FEET(NAD 83-201 I),SAID BFGINNING MONUMENT ALSO BEING TIED TO THE ^^
ALVIN BRYAN W NC GRID SYSTEM AS FOLLOWS:FROM N.C.G.S.MONUMENT"SECURITY"(N=82,111.26,E= 1..1..
1]9 t� WILLIS 2,186,656.66,NAD 83/2011)TO N.C.G.S.MONUMENT"URBAN"(N=80,902.65,E=2,185,254.91,NAD
DEED BOOK 2186,PAGE 848 vi 83/2011),S49013'54"W, 1850.65 FEET;THENCE FROM N.C.G.S.MONUMENT"URBAN"TO THE
BEGINNING POINT,S44051'54"W,3385.17 FEE"I'.(ALL DISTANCES ARE HORIZONTAL GROUND)
ALVIN BRYAN WILLIS ?� MAP CABINET V,PAGE 206 O, O
i' MAP A T� DEED BOOK 2186,PAGE$48 ��; TAX PARCEL 1970002710 THENCE FROM THE BEGINNING POIN"1"AND WITH I'HE NORTHERLY RIGHT OF WAY LINE OF U.S. •�` O o, U
VICINITY 1v A MAP CABINET V,PAGE 206 N ZONED:RA-15(VACANT) 17 BUSINESS(t00'RIGHT OF WAY WIDTH),WU'H A CURVE TO THE RIGHT,HAVING A RADIUS OF �►l CD O N
NO SCALE TAX PARCEL 1970002710 i ' 2543.98 FEET,AND A CHORD BEARING AND DISTANCE OF S49"28'04"W,403.78 FEET TO AN IRON LO
ZONED: RA-15 (VACANT) i ROD SET;THENCE CONTINUING WITH SAID NORTHERLY RIGHT OF WAY LINE,S53°14'14"W, O O
108.56 FEET TO A 1/2"IRON PIPE FOUND;THF..NCF,LEAVING SAID RIGHT OF WAY LINE,\ L. } a O N
IRON PIPE ^ N15057'13"W,73.49 FEET TO 1/2"IRON PIPE FOUND;THENCE N30"20'39"W,238.13 FEET TO A
FOUND / �� ,CG� 1/2"IRON PIPE FOUND;THENCE N31008'02"W, 196.29 FEET"TO A 1/2"IRON PIPE FOUND:THENCE , � N P C
N09°27'10"E, 152.20 FEET TO A 1/2"IRON PIPE FOUND: THENCE NI 1023'44"E,204.09 FEET TO A IIT' V I IL' O 6 D
/ l`I IRON PIPE FOUND;THENCE.N16042'01"E,12I.87 FEET TO A 1/2"IRON PIPE FOUND;THENCE MVL LL J
N16029'08"W, 121.65 FEET TO A 1/2"IRON PIPE FOUND;THENCE N26018'08"W,407.11 FEET TO A W N a- E
APPROXIMATE TRAVERSE OF
POINT IN THE SHALLOTTE RIVER(INACCESSIBLE);THENCE S35°09`ST'E,33.83 FEET TO AN ' �
BOBBIES PIKE BRANCH / 0) = M
�T LINE �'A$j,ji' EXISTING CONCRETE MONUMENT,THENCE S35°09 57 F 724.03 FEET TO A l2"REBAR FOUND,
N16°42'01"E INSET THENCE S35009'OT'E, 189.57 FEET TO A 1/2"REBAR FOUND THENCE S35009'12"E,355.68 FEET TO w
121.87' SCALE: 1"=30'
/ LINE BEARING DISTANCE THE PLACE AND POINT OF BEGINNING.
♦♦Illlf f f f I p�� / CONTAINING 7.93 ACRES(345,505 SQUARE FEET)AS SHOWN ON HEREON TO WHICH REFERENCE
♦♦♦♦N% %%CA/���i���� Ll N150 57' 13"W 73.49
IS HEREBY MADE FOR A MORE.FULL AND ACCURA"TE DESCRIPTION. o.
I,CHRISTOPHER D.STANLEY,P.L.S.,CERTIFY THAT THIS PLAT OF SURVEY IS A TRUE O:oFts88%Q•••• i�
AND ACCURATE REPRESENT ON OF LAND SURVEYED AND PLATTED UNDER MY ?Qer L2 S350 09'57"E 33.83 SURVEYOR'S NOTE:A NEW DESCRIPTION WAS WRITI"EN DUE TO THE FOLLOWING:
DIRECT SUPERVISION ACCORD CE WITH THE STANDARDS AND PRACTICE IRON PIPE / • to O� (14
FOR LAND SURVE NOATH C A.WITNIESS MY ORIGINAL SIGNATURE, _� j L T • }}- FOUND DIANNE O. BAXLEY L3 S35°09'S2"E 100.96 I.THE CURRENT LEGAL DESCRIPTION DESCRIBES A TRACT OF LAND THAT IS NOW PARTIALLY �•�♦ � m N DC
REGISTRA ER AND SE 23RD DAY OF JAN]UARY,2015. f,' OQ",�Y!� DEED BOOK 2733, PAGE47S TAKEN BY US 17 BUSINESS(MAIN STREET)AND l HEREFORE NOT ACCURATE. V I LLEI X O`
� � g(�V� � TOWN OF SHALLOTTE CONTROL CORNER#2 MAP CABINET 40, PAGE 50 z
�� �,PO 112"REHAB FOUND / 2.THE CURREN'C LEGAL DF.SCRIPf ION IS BASED ON 1974 MAGNETIC NORTH.N.GG.S.47-30 C U
CHRISTOPHE .S EY .S. NC L-3387 � � Q•;``` CORPORATE LIMITS TAX PARCEL 19700022 MAP REFERENCES: REQUIRES SURVEYS'I'O BE TIED TO NC GRID SYS TEM.THIS SURVEY 14AS BEEN TIED AS O U J=
i
�/11I I I IIIA ZONED: HB(OFFICE) MAP CABINET 20, PAGE 260 REQUIRED. +j z o
MAP CABINET 25, PAGE 364 In W 00 0 Z
J° MAP CABINET 17,PAGE 532
MAP CABINET 32, PAGE 141 O d o
MAP CABINET 40, PAGE 50
\ MAP CABINET V, PAGE 206 U N
SITE INFORMATION:
MAP BOOK 14, PAGE 52 4-1
PROPOSED USE: STAND ALONE STORE OR SHOP BUILDING(RETAIL SALES) NI to 23'44"E O' \ N
204.09' / N.C.G.S. MONUMENT"SECURITY" cu
TAX PARCEL NUMBER: 1970006201 Uj
/ N.C.G.S. MONUMENT "URBAN", N = 82,111.26'
1 / E=2,186,656.66'
SITE ADDRESS: 5100 MAIN STREET,SHALLOTTE,NC 28470(TENTATIVE) N =80,902.65'
NAD 83/2011
E=2,185,254.91 65
CURRENT ZONING: HB(TOWN OF SHALLOTTE) 1/2^REBAAFouND NAD 83/2011 �45�/ Q
BUILDING SETBACKS: FRONT SETBACK=20', SIDE SETBACK= 10',REAR 5
IRON PIPE
SETBACK=20'(PER SECTION 11-1,TOWN OF SHALLOTTE U.D.O.),MAXIMUM
FOUND
HEIGHT OF STRUCTURE=40' 6c r O
U
\ I �K/ M V
OWNER INFORMATION: PNC BANK /
POST OFFICE BOX 25999
SHAWNEE MISSION, KS 66225 \ a Z
"s° NEWBRIDGE BANK 00 TRACT 1 ld
N9°27' 10"E DEED BOOK 1209, PAGE 1032 0 O rD
7.93 AC S
152-20 r2 MAP CABINET 20,PAGE 260
345,505 SF c'b TAX PARCEL 1970005516 Fzi
(INCLUDES WET NDS) s ZONED: HB(VACANT) 0 G0
PQ OWNER: PNC B NK �� O
DEED BOOK 3178, GE 335 / Q Q
TAX PARCEL# 19 06201
ZOO 15 IR-
OON P E UND ZONING: HIGHWAY 3USINESS ��G1� 7A 0.
F
OPTIONAL SURVEY RESPONSIBILITIES AND SPECIFICATIONS Cb
TONE B 2 �b.
POINT OF BEGINNING A
CONTROL CORNER#1
APPROXIMATE EXISTING CONCRETE
TRAVESE OF MONUMENT 5 V Q N
1. X MONUMENTS PLACED(OR A REFERENCE MONUMENT OR WITNESS TO THE CORNER)AT ALL MAJOR CORNERS BOBBIES PIKE BRANCH 'r N=78503.04 FEET SO �j F
OF THE BOUNDARY OF THE PROPERTY,UNLESS ALREADY MARKED OR REFERENCED BY EXISTING o E=2182866.58 FEET
MONUMENTS OR WITNESSES.-AS SHOWN HEREON. O� NAD 83-2011 U Oa
3. X FLOOD ZONE CLASSIFICATION(WITH PROPER ANNOTATION BASED ON FEDERAL FLOOD INSURANCE RATE
MAPS OR THE STATE OR LOCAL EQUIVALENT)DEPICTED BY SCALED MAP LOCATION AND GRAPHIC PLOTTING
ONLY.-PARCEL IS LOCATED WITHIN ZONE"X",SHADED "X",AND AE(BASE FLOOD ELEVATION 10.3')AS
INDICATED BY FEMA FLOOD MAP#3720108700J. 6` \ ` rT�
�9
O x 4. X GROSS LAND AREA(AND OTHER AREAS IF SPECIFIED BY THE CLIENT) Ar
6. X (A)CURRENT ZONING CLASSIFICATION,AS PROVIDED BY THE INSURER.-AS SHOWN HEREON. IRON PIPE /
X (B)CURRENT ZONING CLASSIFICATION AND BUILDING SETBACK REQUIREMENTS,HEIGHT AND FLOOR SPACE FOUND \ O 3
AREA RESTRICTIONS AS SET FORTH IN THAT CLASSIFICATION,AS PROVIDED BY THE INSURER.-AS SHOWN /
HEREON. ca
S490 28'04"W / � ca
�
8. X SUBSTANTIAL FEATURES OBSERVED IN THE PROCESS OF CONDUCTING THE SURVEY(IN ADDITION TO THE / 5 _
IMPROVEMENTS AND FEATURES REQUIRED UNDER SECTION 5 ABOVE)SUCH AS PARKING LOTS,BILLBOARDS, C 3'78' \
SIGNS,SWIMMING POOLS,LANDSCAPED AREAS,ETC. / 6C R=2542543.98'
Date: O1-23-2015
I1. LOCATION OF UTILITIES(REPRESENTATIVE EXAMPLES OF WHICH ARE LISTED BELOW)EXISTING ON OR
SERVING THE SURVEYED PROPERTY AS DETERMINED BY: 5 / �� / \ Scale: 1"=60'
X (A)OBSERVED EVIDENCE.-OBSERVED UTILITIES AS SHOWN. �101 `p3 Drawn By: DML/CDS .
13._X NAMES OF ADJOINING OWNERS OF PLATTED LANDS ACCORDING TO CURRENT PUBLIC RECORDS.- AS / ,¢� , Y` \
SHOWN HEREON. 9 \ Checked By: CDS
��O�v
14. X DISTANCE TO THE NEAREST INTERSECTING STREET AS SPECIFIED BY THE CLIENT.-AS SHOWN HEREON. / / 4tW
17.x PROPOSED CHANGES IN STREET RIGHT OF WAY LINES,IF INFORMATION IS AVAILABLE FROM THE TOWN OF SHAL TE \
CONTROLLING JURISDICTION.OBSERVED EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR CORPORATE LIMI MITS
REPAIRS.-NO CHANGES OBSERVED.
NOTES:
18. X OBSERVED EVIDENCE OF SITE USE AS A SOLID WASTE DUMP,SUMP OR SANITARY LANDFILL.-NO ALVIN BRYAN WILLIS / \
LEGEND I. ADJOINING DEED REFERENCES BASED ON CURRENT INFORMATION FOUND INTHE
EVIDENCE TO THAT EFFECT. DEED BOOK 2186,PAGE 848 IRON PIPE PAGE 206 FOUND RBS BRUNSWICK COUNTY TAX OFFICE.
19. X LOCATION OF WETLAND AREAS AS DELINEATED BY APPROPRIATE AUTHORITIES.-WETLANDS ARE SHOWN MAP CABINET V, 5� LABEL SYM. DESCRIPTION 2. THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS,COVENANTS,
p
HEREON AS FLAGGED BY LAND MANAGEMENT GROUP,INC IN DECEMBER 2014 AND WERE SURVEYED BY TAX PARCEL 19700027 ' RESTRICTIONS,RIGHT-OF-WAYS OF RECORD,GOVERNMENTAL ORDINANCES AND/OR
ME.WETLANDS SHOWN HEREON HAVE NOT BEEN APPROVED BY THE ARMY CORP OF ENGINEERS. ZONED: B-2(COMMERCIAL) a IPFARF IRON PIPE/ROD FOUND
REQUIREMENTS WHICH MAY LIMIT THE.USE OF THIS PROPERTY.
+� RBS 5/8"REBAR SET
20. X (A)LOCATE IMPROVEMENTS WITHIN ANY OFFSITE EASEMENTS OR SERVITUDE BENEFITING THE SURVEYED / 1 ORIGINAL SOUTH LINE OF TRACT I MAG ♦ MAG NAIL FOUND 3. THIS SURVEY DOES NOT CERTIFY LEGAL TITLE TO THE LAND ITSELF OR TO THE
PROPERTY THAT ARE DISCLOSED IN THE RECORD DOCUMENTS PROVIDED TO THE SURVEYOR AND THAT °�N PER MAP BOOK 14, PAGE 42 CMF CONC.MON.FOUND BOUNDARIES SHOWN.USERS OF THIS PEA F SHOULD OBTAIN AN ACCURATE LEGAL
ARE OBSERVED IN THE PROCESS OF CONDUCTING THE SURVEY(CLIENT TO OBTAIN NECESSARY IRON PIPE S CMS CONIC.MON,SET
OPINION AS TO OWNERSHIP WITHIN THE BOUNDARIES OF THIS PLAT.
FOUND NCGS GEODETIC MONUMENT
PERMISSIONS).
AREA LOST WITHIN RIGHT OF WAY MNS a MAG NAIL SET
X (B)MONUMENTS PLACED(OR A REFERENCE MONUMENT OR WITNESS TO THE CORNER)AT ALL MAJOR i��A / 0.52 ACRES(22,676 SF) RRS RAILROAD SPIKE 4. ALL BEARINGS ARE BASED A NC'GRID NORI H(NAD83-2011);ALL DISTANCES ARE
DISCLOSED IN RECORD DOCUMENTS PROVIDED TO THE SURVEYOR(CLIENT TO OBTAIN NECESSARY i�15' \ , (DIAGONAL HATCHED AREA) PNS x POINT NOT SET HORIZONTAL GROUND DISTANCES.
PERMISSIONS).-NO OFFSITE FEATURES OTHER THAN MUNICIPAL SERVICES. �� "J / TEED TELEPHONE PEDISTAL
�� TMH TELEPHONE MANHOLE 5. COMBINED GRID FACTOR- 1.0001244
MAG NAIL SET AT INTERSECTION ��b� 1 CATV CABLE TV PEDISFAL
i"11 PP POWER POLE 6. AREA BY COORDINATE METHOD.
OF US 17 BUSINESS AND SOUTH ° WV WATER VALVE
WILLIS DRIVE %�a 1 FH FIRE HYDRANT T REPUTED OWNER:PNC BANK,NATIONAL ASSOCIATION.
R/W RIGHT-OF-WAY LINE
SCALE: P' =60' 5 SCHEDULE B ITEM 8. WETLANDS AREA=1.39 ACRES(60,576 SQUARE FEET).
0 30 60 120 1$0 255AFA01 i TAX PARCEL C 1.0
® 2014 This drawing shall not be reproduced in whole or in part without
ECES PROJECT N0. 14-1445
written permission of East Coast Engineering& Surveying ,P.C.

SEE INSET Revisions
SHALLOTTE
130 \ I
BUS _� � l2
130 �� \ CONCRETE DIANNE O. BAXLEY
FLOOD ZONE: MONUMENT DEED BOOK 1544,PAGE 912
ss :
SHADED X FOUND MAP CABINET25,PAGE 364
O TAX PARCEL 1970005517
17 / ' �j * ZONED:I113(VACANT)
SITE ' l f i sus z
0
DIANNE O. BAXLEY
DEED BOOK 1544,PAGE 912 r. 3.a v
j \ \ MAP CABINET 25,PAGE 364 404 WETLANDS �{
zz
TAX PARCEL 1970005517
ZONED: HB (VACANT) �Q
o 4; V
ALVIN BRYAN
79 WILLIS
DEED BOOK 2186,PAGE 848 X
MAP CABINET V,PAGE 206 _
O
v'
TAX PARCEL 1970002710 � �� O U
c E I SUBJECT BOUNDARY LINE
VICINITY MAP ZONED:RA-15(VACANT)
>1 Cq o m
I
NO SCALE ��',, ' - ' to v ro
0 C5 D
oZ
I
C X
/
i
MAP LEGEND: ��� - . ,5� > °' D a
TRAVERSE OF � 0
F.E.M.A. FLOOD LINES ,^� � � � t �( .C LL J
BOBBIES PIKE BRANCH �, , , �� / J W N E
LL
INSET
7+
TOPOGRAPHIC LINES � l SCALE: V=30'
ZONING LINE01
t v
- FLOOD ZONE:
FLOOD C ' N
AE-BFE=10.3' \. ZONE:X DIANNE O. BAXLEY �'
.� 'q 6
ADJACENT PARCEL LINES � � � � m
\ \ DEED BOOK 2733, PAGE475 W 0 w c
0
TRACT BOUNDARY LINE MAP CABINET 40, PAGE 50 C Z ' 0 O
h 0
N� �� TAX PARCEL 19700022 c N U
V'o v A v � 2 �: `, ZONED: HB(OFFICE) � 'C
t
z 0
- W - WATER LINE(8") �> w �s a ' v 'r0' VI W O Z
> °
---- TELEPHONE(SUBSURFACE)
—to— "�:_. �. A H
ALVIN BRYAN WILLIS q ✓-
- �a r "(n
404 WETLAND LINE DEED BOOK 2186,PAGE 848 N _� \y M
MAP CABINET V,PAGE 206 - - LLI
TAX PARCEL 1970002710
ZONED: RA-15 (VACANT) ✓ �h ✓ V�
1 � q c
20'REAR �—
SETBACK ` `
10' SIDE SETBACK
FLOOD ZONE:
U
SHADED X
N9"27' 10"E I ` \ 404 WETLANDS \ \ �" \ NEWBRIDGE BANK t-
I '� \ , �oA DEED BOOK 1209, PAGE 1032 0
152.20 I .� A ;� MAP CABINET 20,PAGE 260 �" cn
TAX PARCEL 1970005516 r�
V ' ZONED:HB (VACANT) d
j
1 1 h \
z 1 1 — -� / / __ — - � �4'�� A Q a
zo
r / J �1O 7
90��4 e U• !�
\ �1
TRA VESE OF G7� -A A N EXISTING SOILun
� �
NOTES: BOBBIES PIKE BRANCH DRIVEWAY Access
1. ADJOINING DEED REFERENCES BASED ON CURRENT INFORMATION FOUND
IN THE BRUNSWICK COUNTY TAX OFFICE. ti9 �/ ✓� INV.=28.4 y
( 15"RCP W E-
2. THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS,COVENANTS, 7
RESTRICTIONS, RIGHT-OF-WAYS OF RECORD,GOVERNMENTAL t5'RCP / '
�. i
ORDINANCES AND/OR REQUIREMENTS WHICH MAY LIMIT THE USE OF �� �'�, �� mv�2an' ✓(�,� �ti �� O
I X
THIS PROPERTY. _ � / % i ✓ � � U
3. THIS SURVEY DOES NOT CERTIFY LEGAL TITLE TO THE LAND ITSELF OR 404 WETLANDS �� A /��i %✓ o I V.=2
TO THE BOUNDARIES SHOWN. USERS OF THIS PLAT SHOULD OBTAIN AN / � � ` �� ✓/ PP INv.=2s.46'
� _
ACCURATE LEGAL OPINION AS TO OWNERSHIP WITHIN THE BOUNDARIES / V9'28' "W "/ /✓ '� t�� LINE TABLE
OF THIS PLAT. / � \ Ch.�O .78'
�' �/ ®4
- R-2543. 8 LINE BEARING DISTANCE
4. FLOOD ZONE LINES BASED ON FEMA WEBSITE. / / Pp j \ I %/�� % �,;� LI N15"57' 13"W 73.49 Date: m-23-2015
5. ALL BEARINGS ARE BASED ON NC GRID NORTH(NAD83-201 I);ALL _ '-�
/ / O. : ' `� '" ' O /� EX. CATCH BASIN \ o ' Scale: 1" 60'
DISTANCES ARE HORIZONTAL GROUND DISTANCES. / 4°� RIM=30.98'( ) L2 S35 09 57"E 33.83
\ DrawaBy: DMUCDS
1.1.= 28.3' (15"R P L3 S350 09'52"E 100.96 Checked By: CDS
Lo.=za.3o' (ts•RCP)
6. ELEVATIONS BASED ON N.A.V.D. 88 DATUM.
W SIDE SETBACK LEGEND
7. ONE FOOT CONTOUR INTERVALS.
S /
8. COMBINED GRID FACTOR 1.0001244 / TOWN OF SHALLOTTE - ! \ \` / / ✓ 64 / SUBJECT BOUNDARY LINE
CORPORATE LIMITS t4•dcP � LABEL SYM. DESCRIPTION
/ 8j ry RIGHT OF WAY LINE OF US 17 BUSINESS
9. AREA BY COORDINATE METHOD. v 20 8
i
n- b \ IPFBS IRON PIPE/ROD FOUND
d RBS 5/8"REBAR SET
4
/ SUBJECT BOUNDARY LINE �� �
i '���� CMG ■ CONC.M IL F FOUND
10. WETLANDS AREA=1.39 ACRES(60,576 SQUARE FEET). j CMS CONC.I N.F SET
EX. CATCH BASIN NCGS GEODETIC MONUMENT
r. PP RIM=28.00' MNS A MAG NAIL SET
I.L=23.40' (15•RCP) RRS RAILROAD SPIKE
I.I.=23.30' (12•CPP) PNS x POINT NOT SET
�m�t 36• RCP �4 /-� ` ✓ �� �� I.O.=22.90' (24•RCP) TPED TELEPHONE PEDISTAL
ALY11v BRYAN WILLISJ INV.=14.71' " j� ✓ TMH TELEPHONE MANHOLE t1t 1111
DEED BOOK 2186,PAGE 848 EX. CATCH BASIN CA'TV CABLE Tv PEDISTAL Ptt 1jr0
MAP CABINET V,PAGE 206 24" RLE 1/ �g RIM=27.27' PP POWER POLE �N.
INV.=18.44' i*'
TAX PARCEL 19700027 /Ir��/ � LL=22.n (24"RCP) wv WATER VALVE
ZONED: B-2(COMMERCIAL) 24• ❑LE At/6 1.0.=22.05' (24•RCP) FH FIRE HYDRANT
`L R/W RIGHT-OF-WAY LINE r
® INV=17.92' j I l 255AEOOl TAX PARCEL '
66 +i o'�� UTILITY COMPANY INFORMATION: ,�tA� .BURr,`.:•'�P�:
Know Whars below I ,y1 1 BRUNSWICK ELECTRIC MEMBERSHIP CORPORATION i BEMC)-910-754-4391 SCALE: I° =60'
/ 4� ATLANTIC TELEPHONE MEMBERSHIP CORPORATI ON 1 ATMC)-910-754-4311 '
Cd�� before di
� TOWN OF SHALLOTTE UTILITY DEPARTMENT-9 t 0-754-4032 0 30 60 120 180
' Cl.l
® 2014 This drawing shall not be reproduced in whole or in part without
ECES PROJECT N0. 14-1445
written permission of East Coast Engineering& Surveying,P.C.
L.

i .:..'r,
SEE INSET
I PROJECT BOUNDARY BUFFER ALTERNATIVES: 02-19-2015sAdded
SECTION 17-14b internal lanciscavin¢per
SH ALL 0 T T E ALTERNATIVE 1:A THIRTY(30)FOOT WIDE BUFFER CONTAINING TWO(2)CANOPY TREES, Town UDO.
I / 03-04-2015 Revisions
lr �O THREE(3)UNDERSTORY TREES,AND TWENTY(20) SHRUBS PER FIFTY(50)LINEAR FEET. per town TRC comments
ALTERNATIVE 2:A THIRTY(30)FOOT WIDE BUFFER CONTAINING ONE(1)CANOPY TREES,
130 I FIVE(5)
Q \' 1 UNDERSTORY TREES,AND EIGHT(8) SHRUBS PER FIFTY(50)LINEAR FEET.
17 '� �\ ? CONCRETE DIANNE O. BAXLEY
BUS. o °° DEED BOOK 1544,PAGE 912 ALTERNATIVE 3:A FIFTEEN(15)FOOT WIDE BUFFER CONTAINING A WALL OR
130 �Q \ , �� FOUNDMONUMENT MAP CABINET25,PAGE 364 VEGETATED BERM ALONG WITH TWO(2)CANOPY TREES AND NINE(9) SHRUBS PER FIFTY
o TAX PARCEL 1970005517 50 LINEAR FEET.
FLOOD ZONE: � � �,
ZONED:HB(VACANT) ( )
SHADED x g DIANNE O. BAXLEY / m
17 / �i \ DEED BOOK 1544,PAGE 912
SITE / MAP CABINET 25,PAGE 364 v� N
9, °z s
�\ TAX PARCEL 1970005517 r „
/ \ ZONED: HB(VACANT) 404 WETLANDS
zz
LANDSCAPING DATA TABLE
ALVIN BRYAN `\ TOTAL GROSS PAVED AREA=58, 929 SF U
N WILLIS ` TOTAL LANDSCAPING AREA REQUIRED= 4,714 SF (8.0%)
179 \ DEED BOOK 2196,PAGE 848 TOTAL LANDSCAPED AREA PROVIDED= 5,067 SF (8.6%) o
MAP CABINET V,PAGE 206 .3 TAX PARCEL 1970002710 04 M
0, U
\ ZONED:RA-15(VACANT) LS1 662 SF C:LANDSCAPED AREA SQUARE FOOTAGE
o
VICINITY MAP ' \ LS2 473 SF ^ E
\ �. LS3 262 SF O o
NO SCALE ' LS4 262 SF - a o Z
LS5 262 SF LU a
OWNER INFORMATION: Q' LS6 262 SF D > C *X' C
LS7 262 SF 1n �° L o u
CURRENT OWNER: PNC BANK 00LS8 1726 SF �x °-
POST OFFICE BOX 25999 TRAVERSE OF / l / LS9 896 SF 06 •
SHAWNEE MISSION,KS 66225 BOBBIES PIKE BRANCH N
INSET TOTAL 5,067 SF
PROJECT CONTACT: BASELINE CONSTRUCTION,INC. ° / SCALE: 1"=30'
RALPH RONALTER \ ��
155 WEST NEW YORK AVENUE, SUITE 200 w FLOOD ZONE x \ r� (INCLUDES AREAS WITHIN 8' STREET BUFFER)
SOUTHERN PINES,NC 28387 b / a
/ \ / P
co
W N V C
FLOOD ZONE: DIANNE O. BAXLEY III = N o
SITE INFORMATION: AE_BFE=1o.3' MAP LEGEND: Z (nm `G
TAX PARCEL NUMBER: 1970006201 \ DEED BOOK 2733,PAGE475 / Lu
DEED REFERENCE: BOOK 3178,PAGE 335 MTAX PARCEL4 97 002250 / t/) Z G o
SITE AREA: 7.93 ACRES(345,505 SF) i \ ZONED:HB(OFFICE) F.E.M.A. FLOOD LINES u1 a° O Z
^ }
CURRENT ZONING: HIGHWAY BUSINESS(HB) \ 0 o
U
\ 404 WETLAND LINE �
N °1
BUILDING SETBACKS: 404 WETLANDS / N N
FRONT YARD=201,REAR YARD--20', SIDES=10 W /—
// ZONING LINE
CURRENT USE: VACANT
ALVIN BRYAN WILLIS 9� LLI
PROPOSED USE: STAND ALONE STORE OR SHOP BUILDING(RETAIL SALES) DEED BOOK 2186,PAGE 848
MAP CABINET V,PAGE 206 4z5 ADJACENT PARCEL LINES
TOTAL SQUARE FOOTAGE OF BUILDING SPACE: 19,028(GROSS AREA) TAX PARCEL 1970002710 P: '
ZONED:RA-15 (VACANT) \
PARKING REQUIREMENTS: —� PROJECT SITE BOUNDARY LINE
SQUARE FOOTAGE TO PARKING SPACE RATIO:1 SPACE PER 300 SQUARE FEET 20'REAR ' Rios PROPOSED DUPLEX PUMP STATION
REQUIRED PARKING SPACES: 63 SETBACK — REMNANT TRACT LINES
' w ' 1 R25.5' 19.5' POTENTIAL WETLAND IMPACT AREA
PARKING SPACES PROVIDED: 64 (INCLUDING 2 VAN ACCESSIBLE AND 2 I I I I (CROSS-HATCHED AREA)
ACCESSIBLE HANDICAP SPACE) FLOOD ZONE: 70'' 0.095 ACRE(4,144 SF) \ \ — — — —w— WATER LINE(8")
SHADED X RETAINING WALL BY G
INTERIOR LANDSCAPING I ' I OTHERS ., �19PoQ \ r�
8%OF THE GROSS PROPOSED PAVED AREA TO BE USED FOR PARKING, o DUMPSTER 11 F�-11
LOADING,OR VEHICULAR USE=58,929 SF N90 2 ' 10" I � I ' St PROPOSED
CORRAL s \ °s° NEWBRIDGE BANK — —Ps— SEWER LINE(2" PRESSURE)
TOTAL INTERNAL LANDSCAPING SPACE REQUIRED(8.0%) 4,714 SF p PONDt 4i� \ DEED BOOK 1209,PAGE 1032 O Q
TOTAL INTERNAL LANDSCAPING SPACE PROVIDED(8.6%) 4,71 SF a I I ' I p� MAP CABINET 20,PAGE 260 PSDA PERMANENT SIDEWALK DISPLAY AREA
d \ r�� E-i
(SEE LANDSCAPING PLAN BY OTHERS) o ' TAX PARCEL 197CANT 6
FODA FENCED OUTDOOR DISPLAY AREA W Q�
I ' I \ ZONED: HB (VACANT) 64 W U
s
NOTES: rs� 28' 6p LSA LANDSCAPED AREA Q
R2051. CLEARED AREA"A" WILL BE CLEARED AS AGREED TO BY ADJOINING PROPERTY
/ #5100 MAIN STREET \ 10'SIDE SETBACK q� FH FIRE HYDRANT zuo
OWNERS TO ALLOW LINE OF SIGHT VISIBILITY FOR NORTH BOUND TRAFFIC. 15 I PROPOSED SINGLE
ZOO:gp- /I STORY BUILDING S �r PP POWER POLE a O
.$-2 \ ` _�// d (RETAIL SALES) 04
2. THIS PLAN COMPLIES WITH THE TOWN OF SHALLOTTE DEVELOPMENT STANDARDS. _ ZONE —R20� �Pn P t�4'
3. THIS PROJECT SHALL COMPLY WITH THE TOWN OF SHALLOTTE'S STORMWATER MANAGEMENT C tio ��� ORE OVERHEAD ELECTRIC �1
409P VANACCESSffiLE \ PROPOSED SIGN
ORDINANCE AND MUST BE ISSUED A STORMWATER PERMIT FROM THE TOWN OF SHALLOTTE. G HANDICAP SIGN 64 SF MAX. S p� F� B-B BACK OF CURB TO BACK OF CURB
1
TRAVESE OF FQ O��s zsI-IEIGIIT MAx.
4. PROPOSED LIGHTING PLAN BY OTHERS ,ALL LIGHTING SHALL BE INTERNALLY
ORIENTED AND MUST MEET TOWN REQUIREMENTS . BOBBIES PIKE BRANCH �o 9 t 28• ta2.z R32.5' T TELEPHONE,MANHOLE,
t ' 9P '- i
n r e� 9.5' / l
5. LANDSCAPING PLANS TO BE PREPARED BY OTHERS AND SHALL MEET TOWN 0, sd °� D
REQUIREMENTS. 9 QS�� / � ✓
6. EROSION CONTROL, STORMWATER AND UTILITY PLANS SHALL BE PREPARED IN ! ° O
ACCORDANCE WITH STATE AND LOCAL AGENCIES. °
7. DRIVEWAY LOCATION(AND ANY STREET IMPROVEMENTS)SHALL BE APPROVED BY 404 WETLANDS
NCDOT AND TOWN OF SHALLOTTE °
� 28' � �R50' • � � � � WATER MAIN
8. ADJOINING DEED REFERENCES BASED ON CURRENT INFORMATION FOUND IN THE g4tir /zs• q
BRUNSWICK COUNTY TAX OFFICE.
/ 44• 10 � / d � 9 � � PP
LINE TABLE
9. ACCORDING TO CURRENT FEMA FLOOD MAP#3720108700J,THIS PARCEL APPEARS TO / w°
BE LOCATED IN THE FOLLOWING ZONE:ZONE X, SHADED X,AND AE-BFE=10.3'. FLOOD / ~� ~ti �; �� / \
LINES BASED ON F.E.M.A.WEBSITE. LINE BEARING DISTANCE
10. THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS,COVENANTS, / / / �y� ® \ L 1 N I S° 5T 13"W 73.49 Date: o2-t7-zols
/ i/ o¢° 4 VAULT \ L2 S35009' 57"E 33.83 Scale: 1"=60'
REQUIREMENTS�WHICH MAY LIMIT THE GHT-OF-WAYS OF USEOF THISGOVERNMENTAL PERTY.FINANCES AND/OR / / 01 / / 9 \ °° �*
L3 S35°09' S2"E 100.96 Drawn By: MGBDMUCDS
- B.E.M.C.3-PHASE Checked By: CDS/CR
11. THIS SURVEY DOES NOT CERTIFY LEGAL TITLE TO THE LAND ITSELF OR TO THE / 0g ti� 2�, a , TRANSMISSION LINE
BOUNDARIES SHOWN.USERS OF THIS PLAT SHOULD OBTAIN AN ACCURATE LEGAL / ti� �G� / IO' SIDE SETBACK
OPINION AS TO OWNERSHIP WITHIN THE BOUNDARIES OF THIS PLAT. e 4 / / LEGEND
tp� �� N49°28'04"E \
12. BUILDING TO BE PROVIDED WITH SPRINKLER SYSTEM. TOWN OF SHALLOTTE / _ / Ch. 403.78'
/ CORPORATE LIMITS / �.' ° ° �� R=2543.98' \ LABEL SYM. DESCRIPTION
13. PROJECT SITE TO BE SERVED BY TOWN OF SHALLOTTE WATER AND SEWER.WATER
- ° °RB`S O IRO5/8"REBARSETN PIPE/ROD U� FOR REVIEW
AND SEWER LINES SHOWN APPROXIMATE AT THIS TIME. / �
°°° 4� 20 FRONT SETBACK MAG ♦ MAG NAIL FOUND PURPOSES ONLY
14. OUTDOOR DISPLAY SHALL NOT BE LOCATED WITHIN 25 FEET OF RIGHT OF WAY LINE ;; \� °�r°° '®��g j 8' STREET BUFFER(SEC.17-13) CMSNIF ■ CONC.ON MON.FOUND
OF MAIN STREET. LIZ, CMS cork.MON.SET
H
NCGS GEODETIC MONUMENT THIS PLAN IS NOT ISSUED FOR
15. SIDEWALK TO BE CONSTRUCTED TO N.C.D.O.T. STANDARDS. /��� PP 5'CONCRETE SIDEWALK(TOFF R/W LINE) MNs o MAG NAIL SET CONSTRUCTION ATE S AFFIXED
a °j OWNER MAY PAY FEE INTO THE SIDEWALK FUND RRS ® RAILROAD SPIKE CORPORATE SEAL.
ALVIN BRYAN WILLIS ® / \� 1T SET
FNS q POINT NOEDIS
16. ALL BEARINGS ARE BASED ON NC GRID NORTH(NAD83-2011);ALL DISTANCES ARE IN LIEU OF CONSTRUCTION OF THE SIDEWALK IMH TELEPHONE MANHOLE
HORIZONTAL GROUND DISTANCES. DEED BOOK 2186,PAGE 848 TMII T TELEPHONE MANHOLE
MAP CABINET V,PAGE 206 CLEARING AREA"A" 6' I CAtV CABLE TV PEDISTAL CA"
�� 11 PP POWER POLE �H '
17. ELEVATIONS BASED ON N.A.V.D. 88 DATUM. TAX PARCEL 19700027 wv WATER VALVE
ZONED:B-2(COMMERCIAL) /' ° %' FH FIRE HYDRANT
18. ONE FOOT CONTOUR INTERVALS. R E RIGHT-OF-WAYTAXARCELINE ¢ SEAL `
3 2s5AEo0t TAxrARCEI 35054
19. COMBINED GRID FACTOR= 1.0001244 / ^
Y� Yv\
/ ' °°°y S53° 14' 14"W 108.56' UTILITY COMPANY INFORMATION: �y 5v
20. TOTAL PROJECT AREA=7.93 ACRES.AREA BY COORDINATE METHOD.
U' 12"PUBLIC 1 BRUNSWICK ELECTRIC MEMBERSHIP CORPORATION EMC 910-754-4391
S PRESSURE '11 / (B' )--
21. WATER/SEWER FEES WILL BE ASSESSED WHEN A ZONING COMPLIANCE PERMIT IS SEWER LINE 1I WATER MAIN ATLANTIC TELEPHONE MEMBERSHIP DEPARTMENT
CORPORATION(ATM4-4032 )-910-754-43 a SCALE: I" =60' mmwd
� TOWN OF SHALLOTTE UTILITY DEPARTMENT-910-754-4032 0 30 60 120 180
SUBMITTED FOR A BUILDING PERMIT.
2.0
C i015T1;.° dtaw,„n h,ILit tLe °ch_.dtt tleot ill Pq.rt,�itboutwt; .. , �nniaion ofLnstC.r• tE� ;:.Inerri� „ Cruce}inp __- _..- -_. . . _ - _-- —. _.._ -. . .... - _..- -- - --- -- ---- -- F(r.S PEO.a( I I ilO 11 1445

Revisions
STORAGE CONSTANT=
DIMESIONS AT AVERAGE DEPTH 3600 cf/ac
REQUIRED PROVIDED SURFACE SURFACE I t /
TRAP LENGTH (ft) WIDTH (ft) DEPTH (ft) DISTURBED AREA (ac) STORAGE RATIO AREA AREA l / / \ ` LEGEND
STORAGE(cf) c REQUIRED PROVIDED ✓ // / / //// / I I I \ \ \
r
3T1 35 20 4 0.74 2876 2800 1.8 688 700 I / I I I \ \ \ \ \\ \ \ / THE PROJECT IS NOT LOCATED TEMPORARY CHECK DAM
-----X-----X— TEMPORARY SILT FENCE
WITHIN 575 FEET OF HQW WATERS.
0•2 30 15 4 0.44 1594 1800 2,0 416 460 I
sTa 3e 19 4 0.7s 2tar 2eae 2,0 736 722 LIMITS OF DISTURBANCE
11IT1 ad 12 4 - - 0.32 1149 1162 20' 29t 288 : (/ ( ( 404 WETLAND \ \ \ / ® BLOCK AND GRAVEL INLET PROTECTION
/ \ \ \ \ \ \ \ \ \ \
3T:5 28 14 4 0.42 1626 1669 2 0 393 392 : / ' AREA
\ /
TEMPORARY CONSTRUCTION ENTRANCE
ST-6 30 15 4 0.47 1707 1800 20 438 460 DIVERSION SWALE
DS-1�
— — — — 32 — — — — EXISTING CONTOURS
o` PROPOSED CONTOURS
\T-6 PROPOSED STORMDRAINS
TEMPORARY SEDIMENT TRAP N0, 0
/ �g �\ \ \ ( \ \ \ \ \ \ \ \ \ BLOCK AND GRAVEL / ST-1 to
RGENCY \ - ` \ \ INLET PROTECTION \ •� h �
I1 TEMPORARY SILT TYPICAL SEE DETAIL o to
OVERFLO $PILLW Yo_ \ !, \ \ DS-6 \ FENCE SEE DETAIL) \ \ ( / ) \ NOTE: a o Z
DIVERSION SWALES I, 3 & 6 TO BE LINED Lu o
\\ \ \� \ \ \ \ \ / WITH EXCELSIOR MATTING TO PREVENT D � c ii C
VELOCITY EROSION.ST- a J
uj
/4 RETAIN G IWALL I I 1 — — \ • o 00
OTHER 1 0 N q
/ !\ ■1Jao I 13.00 \ DS-5 ��: . \ \ \ ` I I I / ` \ ui Z V) m 0
I I f ^ , �� / / ' ' \ ■u,a \\\T + 1i 1 1 I I \\\\ \ TEMPORARY SILT \ N 1 Z ZE Z O 0
FENCE(SEE DETAIL) \ Lu 00 N ST5 1 Sfi \ \ � � \ �s \ o
� � III I I I I 1 II DS4 U a
PROPOSED
■1s.0p \ y DRIVEWAY \ N
\20 \ ST 3 r13d6 \ ?3�\\\ \ \ \ w
TRAVERSE OF LI LI I I\ \ PROPOSIB
BOBBIES PIKE I I I I I / �p I I STOWWATER PO
\
BRANCH }} ttt I
\ TEMPORARY I I I �23 ?\ \ \ 7�>
\\\ L _\ \ DS-2 /
CHECK DAM I I I I \ \ \ \ DS3 V l\ _21-
\ (TYP.I SEE DETAIL) E�
—24� \ \ \ r\ �\\ i�B\
TORAAY \ MPORARY S T y
I # :\ ok J I CHECK DAM \ �__ __ FENCE(SEE DETAIL
( 1 l 5 TYP. SEE DETAIL
I 1 1 / \ \ \ \ _ _ //�J I / — \ 10
TEMPORARY ~
'114 �j
1 1 ' \ \ 1WETLAND AREA T \ /// // J / — \\ CONSTRUCTION F-� O
\ �RGPOSED STOkMbRAINi r ENTRANCE
\ �1 \ 26 \ BkFILLED<0. ACRE / T \ N Fit
I (TYPICAL-SEE STORMWATER / \ \ ( (SEE DETAIL) ��II
GENERAL PERMIT NCG 010000 GROUND STABILIZATION NOTES \ \ \ \ \ \ \ PLAN SHEET C5.0 FOR DETAILS) I H
a) SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND DISTURBING ACTIVITIES HAVE \ \ST-I \ \ \ `\ \ \ \ \ \ i / / / \ \,t`I I � x
TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE: \\ \ \ \ \ \ \ \ \ \\r BLOCK AND GRAVELeel I�
i) ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO I \ \ \ \ \ \ \} INLET PROTECTION / \ L�
VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS \ \ \ \ DS-1 \ `
PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY. ` "`'"''^'��CCC�II r28 TYPICAL(SEE' DETAIL)
ii) ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS : ,�1 \ >' rp ap N> N a ^ O 1�1 7
SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM TI-IE LAST LAND DISTURBING ACTT VITY. _ \ PROP�E,D — 100,
r�
b) CONDITIONS -IN MEETING STABILIZATION REQUIREMENTS ABOVE, THE FOLLOWING CONDITIONS OR EXEMPTIONS SHALL ) II DRIVEWAY
APPLY: / PROf\OS$D STOR>ViDRAINI \ ® '� \IO �j/ f/ �/ Q V 1 F+i
i) EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON WEATHER OR OTHER SITE SPECIFIC (TYPICAL- SEE$TGRMWATER \ ` /
CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE. PLAN SHEET CS.O FOR\ETAILS) \ \\ \\ \
W F-��1
\ \ \ \ \ \r \
.41
ii) ALL SLOPES 50'IN LENGTH OR GREATER SHALL APPLY THE GROUND COVER WITHIN 7 DAYS EXCEPT WHEN THE SLOPEdry/ /
FLATTER THAN 4:1. SLOPES LESS THAN 50' SHALL APPLY GROUND COVER WITHIN 14 DAYS EXCEPT WHEN SLOPES ARE \ \ \ `
STEEPER THAN 3:1,THE 7 DAY REQUIREMENT APPLIES. d. \ �, / O O O
III) ANY SLOPED AREA FLATTER THAN 4:1 SHALL BE EXEMPT FROM THE 7 DAY GROUND COVER REQUIREMENT. \ ` ' 1 \ \ \ ` \ �.` // r 1
TEMPORARY CH CK �I �/ V
iv) SLOPES 10' OR LESS IN LENGTH SHALL BE EXEMPT FROM THE 7 DAY GROUND COVER REQUIREMENT EXCEPT WHEN THE \\\ I:_ \ \ \ y\ \ \ ` \ ` DAM {//, / / / O
SLOPE IS STEEPER THAN 2*1 1
TEMPORARY SILT \ \ �r� � � �
v) ALTHOUGH STABILIZATION IS USUALLY SPECIFIED AS GROUND COVER, OTHER METHODS, SUCH AS CHEMICAL / FENCE(SEE DETAIL)
STABILIZATION,MAY BE ALLOWED ON A CASE-BY-CASE BASIS. / VA
\ \ \ Al
A) FOR PORTIONS OF PROJECTS WITHIN THE SEDIMENT CONTROL COMMISSION DEFINED"HIGH QUALITY WATER ZONE" (15A l `
NCAC 04A.0105),STABILIZATION WITH GROUND COVER SHALL BE ACHIEVED AS SOON AS PRACTICABLE BUT IN ANY EVENT
ON ALL AREAS OF THE SITE WITHIN 7 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY. TEMPO Y CHECK\
vii) PORTIONS OF A SITE THAT ARE LOWER IN ELEVATION THAN ADJACENT DISCHARGE LOCATIONS AND ARE NOT EXPECTED TO / DAM
DISCHARGE DURING CONSTRUCTION MAY BE EXEMPT FROM THE TEMPORARY GROUND COVER REQUIREMENTS IF / \
IDENTIFIED ON THE APPROVED E @SC PLAN OR ADDED BY THE PERMITTING AUTHORITY. / �: \ \ \ \
Date: 3-10-15
Scale: AS SHOWN
PROPOSED PARKING /
BLOCK AND GRAVEL I 1 I \I 1 AffA \ N� /� / / \ DrawnB . JCR
Y
NCOENR,DIvlatmn ar Water 4heIay INLET PROTECTION 1 j I /� / \ Checked By: JCR/ACL
TYPICAL(SEE DETAIL)
NPDE6 aMrawreler Okcrerge Permli ra Chrehuakx,AotNlliea(N�Ot) I \ \ \
/ / \ I I I \\ \ 0 40' 80'
\�lF �,� ,'
NEW tAilu ATioN nlvl€F AME5 / ( ENERGY DISSIPATER FOR REVIEW
ilfeelive Aug 9,2 M -
(SEE DETAIL) \
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS
('\ L14IT OF\ �� �'\ \�\ ' % // ,�/ / PURPOSES ONLY
t I I} Perimeter dikes,sweles,ditches,slopes 7 days None DISTURBANCE 1
PROJECT BOUNDARY= 212 276 SF OR 4.9 A : \ \ I I / /'�/ / /rye
345,505 SF OR 7.93 AC /
High Oealily Water(HOW)Zones. 7 days None / I _1 r / �/� ✓ �/ �/ /
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT AFFIXED
/,ti \ CORPORATE SEAL.
If slopes are 10'or less In length and are
Slopes sleeper than 3:1 7 days not steeper than 2:1,14 days are allowed. \1\ \\
F / /
Slopes 3:1 or Halter 14 days 7 days for slopes greater than 60'in length.
/ / ¢ SEAL/ `
3/5054
Ail other areas with slopes flatter than 4:1 14 days None,except for perimeters and HOW Zones.
_ ,�-
C3.0
0 2011 This OrmOmprOinil not 1,0 reorn lice in wtiole or In parf wit_out tten perm.se on of East Coast Fneineetin¢& Surveying . P.C.
ECES PROJECT N0. 1445
P —
4 e
d '

Revisions
N � N
�50'B6P-R FROM \ \ \ \ NN \ \ \
TOP OF TOP OF BANK OF '
BANK r �� . SURFACE
_ L o WATERS, \ \ \ \ \ \ \
s
10 \ \ \ \ \ \ \ \ \ 21.43 \
22.23 M21.18 \ \ v
o
%,z0.95 I 21.71 I � � Q a N Z
LU
22.44 / > N C
\ \ � islo I / titi I I \ \ = ° u
\ l 22.44 to
•
15�0\ \ \ 15.92 23.22 It 22.15 \\ \ \ EOP ELEVATION Lu
24.00 \ 22.92 \ EOP ELEVATION
I5.00
=23.65
kETAI131NG WALL 14.15 2 23.20�\ 2s • w
T VERSE OF ( N >K 24.35 \?s
BOBBIES PIKE I I I o ' BY 7HERS 6 �b \ 1 n 1 \
I 2 \ W NN C
PROPOISED
BRANCH 26.6E
\ ) I I II TORMW�TER \\'r 26.705\4 \ 24.15 C x o
ELEVATION ON POSED ROUND w Z c 0 U
26.7026.55 \ \ 24 25.03 \ \ +- F u s
x 26.10 \ \ \ \BUILDING PADELEVATION \ \ l[ 24.E84.80?\2 \ PROPOSED O w P o Z
�
DRIVEWAY a 0
15 2� 26.20 \ \ \��� -26.70\ \ 24.80) ry�i M / a
t I t N ?3 X 26.15 \ c
\ \ I 11 I N \ \ 26.70 N N
-24 �8 r
\ _
\ a 4Lu
.3\1 25.32_ 26.00\
I \ \ \ \ X 24.20 \ \ - �/J . 1 25.90 - �/ <v
1 /
\ \ 1 24.31 \ 16 \ \ \ _ �/ j6� 26.10 25.67
FLOOD \ \ 1 \ \ 24 7 26 \ 25.63 \ \ \ \ PROPOSED I I
\ 1 \ X 23.70 26.70 FFE=26.70 / / -25.40 N
ZONE \ I \ \ \ \ \ \ 24. 0 \ \ _ / 25.25 co
\ 26.70 25.40 N \
SHADED X \\ \ \ \ \ \ \ 24.34� �2� \ \ \ / ® 1 `4
1C26.45 '25.40 26 \ a
\ h-lli
26.70 / ' � l( 26.38_ �- / 27.49
\\ \ \ \ \ \ I 26.30 26.30 / 21 26.9E
/ , 27.31 27.82�
\ \ \ \\ \ \ \ I I I l \ /27.25 O �{
25.60" \ 26.70 / 26.15/ 27.72 28 28.80 / �1
27.69 �4
I I I I I 2s 24.88 - / 28.14 28.63
l \ rn I PR�POSETS I \ 26.05 26 T� 28.0- \ -3p �`
EIJ \ 26.91
26.70 26.70 / / / 26.8E 27.64I 8. 28.10 ti� 29.50 30.26.;// / a
� N 28.69 29.491C 29.44 � // Qi
\ \ \ \ \ \ \ \ 26.35 l�\25.80 27.57 27.62 28.68 ��
\ \ \ \ 26.70 26.50 \ 26.54 29.84 30.50 30.55\ \ \ \ \ \ \ \ 26 \ 27.54 I ti�
26.20 26.63
I \ 26.2\ 26.6E 26.57 27.15
I \ \ \ \ \ \ \ \ \\ 26.341 /\� 26.35X 26.18 /30.23
\ \ \ \ \ \ 26.90 \ L3 30.25 ' r�
26.53 \ 27.16[ 27.00
\\ \ \ \ \ \ \ \ \\ 26.6626.5E 27.01 27.61 27.19 �s / �J E-1
\2�00\ 26.74 \ z�zo \ �� �'� /
27.47
\ \ \ \ \ \ \ 27.00 .7.72 29.70 / ~
27.44/27 27.8\ 27.55
x 27277
.29
�K 27.85
27.9728.12
PROJECT BOUNDARY= I \ \ \
I Date: 3-10.15
345,505 SF OR 7.93 AC I l \ \ \ �28.05
i I Scale: AS SHOWN
29.08 / / I// "/ / Drawn By: JCR
Checked By: JCR/ACL
/
/ FOR REVIEW
o ao' ao' PURPOSES ONLY
D FOR
CONSTRUCTION WITHOUT S PLAN IS NOT EAFFIXX D
CORPORATE SEAL. _
NA
CA
I Ad
j ti _ SEAL
Al - 35054 \
C4.0
OD 7015 This Ara..+ine shall not t.e renrnrinporl in wb-le or in part withrnrt written permiccinn of F".St C OSO
r

\ \ \ \ Revisions
3-24-15 REVISED
IMPERVIOUS AREA DATA TABLE \ \ 1 \ \� "� OUTLET RGEucTURE
LEGEND: 0 50'BBJFFER FROM \ \ \ oo \ \ '� \ \ LOCATION PER
CB-3 �� PROPOSED STORM DRAIN DRIVEWAY TOP OF / TOP OF BANK OF , rn rn �\ \ / DEMLR COMMENTS
BUILDINGS PARKING SIDEWALKS AREA FUTURE BANK I THE TRAVERSE CB-7
JB-I CATCH BASIN J .. �y OF BOBBIES PIKE \ \ \ RIM ELEV=20.95 \ \
BRANCH°
JUNCTION BOX 36,365 61,929 6,253 1,664 5,000 a �� \ INV OUT 16.70(IS"HDPE) \
_ 12'z Nit ENERGY\ \\ \\ \ \ \ CB-8
RCP REINFORCED CONCRETE PIPE 9 DISSAPATION PAD \ \ \\ \ \ \ \ \ \ \\\ \ RIM ELEV=22.15
INV IN= 16.43 (FROM CB-7)/ \
HDPE HIGH DENSITY POLYETHYLENE 10 \ ✓ \ �\ \ \\ \ \ \ \ \ \ INV IN= 16.43 (FROM CB-6) \
TOTAL= 111,211 SF OR 2.6 AC \ _ EME ENCY \ \
.:/ ` \ \ \ \ INV OUT= 16.43 (15"HDPE) \
PROJECT BOUNDARY
SPILLWAY(SEE \ \ \ \ \ \
STORMWATER BOUNDARY N, \ DETAIL)
RIP RAP �i ^.y -\ \ �'OUTLET STRUCTURE l \ \ \ I I \ \ \ \
EXISTING STORM DRAIN \ :RIM ELEV= 18.44 1 1
INV OUT= 13.00(18 HDPE) '
_ �\ \ \ SD 7 51.0 LF 15"HDPE
SD-13 -63.0 LF 18"HDPE �_ _ � \ U
STRUCTURE TABLE SW-PROP . / � � \ \ � \: 0.50% � SD-8 -44.2 LF 15" HDPE
@ 261%SLOPE SLOPE @
\ \ I I / @ 0.50% SLOPE
STRUCTURE PIPES IN: PIPES OUT DETAILS: // / `'I\ \ TA II7GBY 0ALTHE S
NAME: B-lo \ \ �\ Z3 v U
CB-1 SD-I,INV OUT=20.50 RIM=25.25 / ' / / \ 1� 1 1 I I \ \\ \
RIM ELEV=26.10 SD-9 - 77.5 LF 15"HDPE `. �� t�1 v �
INV OUT=20.50 �
INV IN= 15.80(FROM CB-9)� @ 0.50%SLOPE \ \ \ \ O n vt Z
CB-2 SD-2,INV OUT=22.25 RIM=27.00 I ' / INA. OUT= 15.80(18" HDPE) \ \ �s ` 1 \ ?- o. o O
i s� D > C x �
INV OUT=22.25 I I I / I I \ \ \ \ 7 \ \ \ w a H
RIM=25.80 BOBBIES TRAVERSECIF PIKE I I III / \ �� 76 \�s. SD-6 - 109.4 LF 15" HDPE N W 0 o u
SD-I,INV IN=19.71 INV IN= 19.71 BRANCH I I I I I I PROPOSED \ \ \ �@ 3.19% SLOPE � a-
CB-3 SD-2,INV IN=19.71 SD-3,INV OUT=19.71 INV IN= 19.71 \ J I III II I STORMWATTER \ �8 \ \ \ \ 2^ \ � 06 T E
INV OUT= 19.71 \ l
I I I I \ � I 1 P�� s \ \ � \ \\3 CB-6 �
r I\ I \ \ \ R114 ELEV=24.68 w
CB-4 SD-3,INV IN=19.18 SD 4,INV OUT=19.18 INV IN 26 9 18 L \ \ 6�CFP \ \ \INV OUT=20.00(15"HDPE)
INV OUT= 19.18 I I I I I I \I I I I I� ROOF DRAINAGE SYSTEM \ \ \4 \
I I 1 1 \ I I II (TYP\SEE DETAIL) \ \ \ \ DRIVVW AY
RIM=24.88 ?� \ 00
CB-5 SD-4,INV IN=18.52 SD-5,INV OUT=18.52 INV IN= 18.52 I�SD-10- 134.) .5 18" HDPE / ��\ 20J _ ryryi ti SD-1 - 155.1 LF 15" HDPE _ N
@ 0.50% SLOPE \ \ \ - \ / 0.50% SLOPE W N N E
INV OUT= 18.52 \ I I \ \ CB-9 y / @ LU m
RIM=24.68 -24� \ \ \ RIM ELEV=24.35 / w i 0 `O
CB-6 SD-6,INV OUT 20.00 INV O = ' \ \ \ INV IN 16.20(FROM CB-8 _ O
\ \ INV OUT= 16.20(15"HDPE) - \ N� w +- ('� w t
CB-7 SD-7, INV OUT=16.70 RIM=20.95 I \\ L 1 25 \ \ \ \ � ) f f I / _ W a0 0 z
INV OUT= 16.70 . SD-12-39.9 LF 24 HDPE
1.19%SLOPE V A �/ CB-1 O 0 t
RIM=22.15 f@: \ \ 1 1 1 1 \ \ \ \� /�/ J - \ RIM ELEV=25.25 0
SD-7,INV IN=16.43 INV IN= 16.43 FLOOD 1 1 26 \ \ ` PROPOSED / U o
CB-8 SD-8,INV OUT=16.43 \� I \ \ FFE=26.70 / / / / INV OUT=20.50 (L 5 HDPE)
SD-6,INV IN=16.43 INV IN= 16.43 ZONE RIM ELEV=24.50
INV OUT= 16.43 SHADED X INV IN= 14.95 (FROM CB-I1)
RIM-24.35 \ INV OUT= 14.50(24"HDPE)` \ \ / _ CB-3
ELEV 25.80 RIM W
CB-9 SD-8,INV IN=16.20 SD-9,INV OUT=16.20 INV IN= 16.20 \ \ \
� =
V A INV IN- 19.71 (FROM CB-1)
INV OUT= 16.20 CB-1 I\ \ \ v INV IN - 19.71 (FROM CB-2)
RIM=26.10 RIM ELEV-23.70
NOTE: INV IN= 18.06(FROM CB-5)- \INV OUT= 19.71 (15" HDPE)
CB-10 SD-9,INV IN=15.80 SD-10, INV OUT=15.80 INV IN= 15.80 INV IN= 15.11 (FROM CB-10)\ \ I \ r -
INV OUT= 15.80 1. ALL ROOF DRAINS SHALL BE TIED INTO THE /INV OUT= 15.11 (24" HDPE)''
STORMWATER COLLECTION SYSTEM ( 1 --a - ` o w
RIM=23.70 2. CONTRACTOR SHALL COORDINATE WITH - �� ^ L \ I
SD-5,INV IN=18.06 INV IN= 18.06 LANDSCAPER IN ORDER TO AVOIDSD 5 - 89.7 LF 24" Ii!)PE\
CB-1I SD-11 INV OUT-15.11 @ 0.50% SLOPE �R�P AEIS V �3
SD-l0,INV IN=15.11 INV IN- 15.11 CONFLICTS BETWEEN ROOF DRAINS & t gIV� 1
INV OUT= 15.11 BUILDING FOUNDATION PLANTS. \ \ + \D \ \W%AY \ \ / ® / PARK NGL'
RIM=24.50 \ \ RIM ELEV=24 88 / I //21.1 LF 15 RCP h-1
JB-I SD-11,INV IN=14.95 SD-12,INV OUT=14.50 INV IN= 14.95 \ \INV IN= 18.52 (FROM CB-4) \ \ / I aH:3b @ 1.42% SLOPE. � O
INV OUT= 14.50 \ INV OUT= 181.52(24"HDPE)\ \ \ I \ P PO TE I , / r15
RIM= 18.44 CDISPLAY EXIT O
OUTLET SD-13,INV OUT=13.00 STORMWATER l
/ E EXTENDED UNDER
INV OUT= 13.00 ( 8 \ PAD PROPOSED DRIVEWAY a r l
STRUCTURE PROJECT BOUNDARY= I \ \ \ SD-4- 128.5 LF 18" HDPE \ / \ � / � � � �� U
345,505 SF OR 7.93 AC \ 1 ES-1\ \ @ 0.50%SLOPE \ \ \ \ / HOWN
X3o/
CB-4\ SD-14 -65.7 LF 15" RCP
/ \ \ / SD-2-66.0 LF 15" HDPE / @ 1.42%SLOPE `4
RIM ELEV=26.55 \ / / �+ pa.1 F�
\ \ INV IN= 19.18 (FROM CB-3) / /@ 3.74% SLOPE / INV IN 28.17 Iti
/ \ \INV OUT 19.18(18 HDPE) \ 1 ) / I / o / / INV OUT=27.24 ^^
@ 92.4 LF 15" RCP \ 0
J \ SD-3 - 104.2 LF l05 HDPE -4.89% SLOPE L,
@ 0.50%SLOPE
30.92
NOTE: PROJECT BOUNDARY= t I \ \ \ \
1. 10:1 SHELF TO BE VEGETATED WITH WETLAND SPECIES AND SHOULD INCORPORATE A MINIMUM OF THREE(3)DIVERSE SPECIES OF SHALLOW r -; \ \ CB-2 / / / / / / I EX-CB4 v
WATER EMERGENT AND SHALLOW LAND HERBACEOUS VEGETATION. (SEE WETLAND SPECIES TABLES BELOW). I ` RIM ELEV-27.00 T21 / RIM ELEV = 30.98
345,505 SF OR 7.93 AC
2. THE PLANTS SHALL BE SPACED AT A DENSITY OF NO LESS THAN 50 PLANTS PER 200 SQUARE FEET OF SHELF AREA. \ /�
ELF AREA=8,393 SQUARE FEET \ INV OUT=22.25 (15"HDPE) INV N = 34.02 (15" RCP)
3. SH
4. 50 ELF AREA
SF 3 SHELF=1600 PLANTS:800 SHALLOW LAND PLANTS IN THE UPPER SHELF AREA AND 800 SHALLOW WATER PLANTS IN THE INV OUT = 31.21 (15" RCP)
LOWER SHELF AREA SHALL BE USED. THE UPPER AND LOWER SHELF AREA SHALL USE A MINIMUM OF THREE DIFFERENT SPECIES SELECTED FROM
THE TABLES BELOW TO ENSURE DIVERSE AND VIGOROUS GROWTH. `
5. A WETLAND SEED MIX IS NOT ACCEPTABLE FOR THE SHELF. PIPE TABLE I;�
6. CONTRACTOR SHALL PROVIDE BERMUDA SOD TO STABILIZE THE 3:1 SIDE SLOPES ABOVE THE Ml VEGETATIVE SHELF.
J ) 225.6 LF 15" RCP
PLANT SELECTION TABLE
NAME SIZE LENGTH SLOPE MATERIAL I r / / tip/ / / © 3.42% SLOPE
1 ' - " .1 ' 0.50% HDPE � � � I // � / / / � / � � Dote: 3-10-15
PLANT SELECTION TABLE LOWER 5 OF VEGETATIVE SHELF SD-I IS Is7 3
VEGETATIVE SHELF /� I '/
UPPER 5 OF SHALLOW WATER Botanical Name. Common Name SD-2 IS° 67.99' 3.74% HDPE ' � L�/ 35.4 LF 24" RCP Scale' AS SHOWN
Emergent Plants Ab-,vasr. Water plantain \ O ® 1.92% SLOPE ��/
Aco rs srr Sweet Lag SD-3 15" 106.20' 0.50% HDPE Drawn Checked By: JCR/ACL
JCR
NCDENR Skorm+varer BMP Manual Chapter Revised 09-28-07 Alnmcvushm,ellii Foxtail
Canna li�+ 'Bengal'Iiger'Canna SD-4 1$° 131.04' 0.50% HDPE
\/
Cla. unnw^ralce;tse Sawgrass \
SHALLOW LAND Botanical Name Common Name Cylenrsnsmhrs Flatsedge r r o
Herbaceous Plants Asdepias incarnate Swamp Milkweed Iris hnapna Hexagonal iris SD-5 24' 92.67 0.50% HDPE .,
Carex spin. Sedges his ref ar Nelson'slris /���/ / i� / EX-"B3
Che[one g[alria white Turtlehead firs pnq+"ca Slender Blue Iris SD-6 15" 111.85' 3.19% HDPE 70.0 LF 24" RCP " RIM ELEV = 28.00
Crinum americantnn Amedcancrinum lily ln,,ug^wr Blue Flagh'is / / @ 1.51% SLOPE / INV IN = 23.40 (FROM EX-CB4) 0 40' BD' FOR REVIEW
Grimm erubesteus swamp lily Ic= r ro7or Blue Flag Iris SD-7 15" 53.63' 0.50% HDPE ' %" \
/�%/ INV OUT = 22.90 (24" RCP) PURPOSES ONLY
Drditomena lalifoha White Star Grass Iris 4dt Copper Iris / / To
Eupatonum coelestu EX-CB2
mrn Wild Ageratum junco e°u- rs Softrush SD-8 15" 46.67' 0.50% HDPE / s /'1�
Euratorium dub,um Dwarf)oe Pye Weed L<p'torL7+t,,cU1nns Salt-meadow grass
Eupalo mum fistulosurn Joe Pye Weed Lw wgrr YF. Ptim3ose willow (� J�{"�j 6/ /
27
Eupatoriun,rrmcrdatuat o?vzr rim Rice SD-9 15" 79.50' 0.50% HDPE „�"� RIM ELEV = 1 7. (F
Euratorium purpnremn Fel,udr ,gvuca Arrow Arum `L INV N = 22.17 (FROM E'`-CB3) THIS PLAN IS NOT ISSUED FOR
Helianthus anguslifollus Swamp sunflower pia rtagrmmor Common Plantain SD-10 18" 137.17' 0.50% HDPE � ; INV OUT = 22.05 (24" FCP) CONSTRUCTION WITHOUT AFFIXED
Heiinnthus aernnliatus prntede r ctdala Pickerelweed CORPORATE SEAL.
Hibiscus aculeatus Pinelands mallow cagdtmulohroha Duck Potato SD-11 24" 32.64' 0.50% HDPE `�[/� / -/
Hibiscus roccinea Scarlet rose mallow Sag,taro 1�rrir lia Bulllongue ✓// /I I �� 1 , �.
Hibiscus dusycalyz Neches River mallow �"'�----'a
Sagrttq r , rgiloba Arrowhead „ , a 3� {
Hibiscus grandif[ntus Velvet mallow $arr urr c-rnuus Lizard Tail SD-12 24 41.99 1.19/o HDPE / Ij 1 !H�� n `fo�5 FS -
Hibiscus moscheutus Rose mallow c"licenoor.hrs tabernaernontam t'
Hymenonrilis eulae Spider Lily Stipusmnicamts Three-square bulrush SD-13 18" 65.15' 2.61% HDPE // I _ 2 r
Hyrnenocalirs lirioenre Spring marsh spider lily Z:zaniaaryatica Wild rice
Hymenocallis pygenaea Dwarf Spider Lily Zimneo,B ruiliacea Watermillet SD-14 15" 65.71' 1.42% RCP u - FiY: -- SEAL
Hyntenomilisuaulii Traub's Spider Lily 118.1 LF 36 RCP / 35054
Kosteletskya virginica Seashore Mallow @ 8.64% SLOPE I RIM EL 1
1,5
hobe.lia cmdinahs Cardinal Lower I I RIM ELEV = 30.46
Lobelia siphiliEca,elongata;and allies(Blue Lobelia) 1 Ci TIAN `
INV OUT = 25.04 (36" RCP) (� 5
Saccharun,giganteum and allies(Plumegrasses) Stere-watet wetlands 9--'.' L,,y 2007 1 /Stl'SN PJ
Zaphyranthes atamasm Atemasoo Lily /'1F
/ I C5.0
0 2015 This drawing shall not be reproduced in whole or in part without written permission of East Coast Engineering & Surveying , P.C. ECES PROJECT NO. 1445

Revisions
NOTE:
THE DUMPSTER CORRAL SHALL BE A MINIMUM OF
SIX (6) FEET IN HEIGHT AND A MINIMUM OF TWO (T)
FEET TALLER THAN THE DUMPSTER.
NOTE:
/ eq GATE W/DROP RODS THIS PAVEMENT SECTION WAS NOT DESIGNED TO SUPPORT THE LOADS IMPOSED BY
Q�Op (GATE OPENING MUST HAVE SOLDIER POSTS HEAVY CONSTRUCTION VEHICLE TRAFFIC. ADDITIONAL ASPHALT IS REQUIRED IF THE
OVge MIN.ID' FREE HORIZONTAL TO PROTECT CONSTRUCTION IS TO BE PHASED.CONSULT WITH GEOTECHNICAL ENGINEER FOR GUIDANCE.
Z5 - CLEARANCE) REAR WALL OF WOOD OR METAL -
MIN CORRAL FENCING
TOP OF REINFORCING BAR 12 2"ASPHALT CONCRETE SURFACE COURSE
(1 LAYER)
FLUSH WITH TOP OF CONCRETE. SF9.5A OR S9.58
RIME COAT
2"
718"DIA.HOLES "AGGREGATE BASE COURSE(ABC)NCDOT APPROVED
(COMPACTED TO 100%MODIFIED PROCTOR)
I" V'L y.
fZ \\V/\\\//\\//\\// a'
/ DROP ROD J \//\//3/4'REINFORCING BAR M/N / � / /\/\/\
IMBEDDED 18'INTO SUBGRADE. a 2 M4 BARS HOLE J J \\/\\/\\/\\/\\/\\�\\� SUBGRADE N P V
CONTINUOUS J I J '? \\/j (COMPACTED TO 100%STANDARD PROCTOR) E
to
�/ q0 o Z
�•` 1 a• y J 'UNDERCUT ANY UNSUITABLE MATERIAL UP TO 24"AND REPLACE WITH SELECT t j P p^, N
CONCRETE WHEELSTOP DETAIL t' MATERIAL AS REQUIRED. r O
> > rXC
' NO BASE COURSE SHALL BE PLACED ON MUCK,PINE CLAY,ORGANIC MATTER OR � ) w 0 O U
J V V / L
T 0
L
fi OTHER
NOT TO SCALE -SPHALT �P 13T UNSUITABLE MATERIAL. � d :7
N
PAVEMEN '' J AAgAZN t •WHEN CURBING IS NOT SPECIFIED,BASE COURSE SHALL EXTEND A MINIMUM OF
1111J'4QN1♦♦ t Q
g 06
12"BEYOND EDGE OF ASPHALT. to
o POAI) J J y THE PAVEMENT DESIGN SHOWN REPRESENTS THE MINIMUM THICKNESS OF SURFACE W
AFF050 y y AND BASE COURSE TO BE USED.SUBGRADE SOILS TESTS MAY DETERMINE HEAVIER
DROP ROD J
PAVEMENT DESIGNS ARE REQUIRED.
HOLES
ALL MATERIALS SHALL MEET THE REQUIREMENTS SET FORTH IN THE LATEST EDITION 01
DROP ROD OF THE N.C.STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES.
_a. HOLE •CONTRACTOR SHALL NOTIFY ENGINEER IF SATURATED SUBGRADE IS ENCOUNTERED C • o. N
W THICK REINFORCED 18"STANDARD DURING CONSTRUCTION AS ADDITIONAL DRAINAGE MEASURES MAY BE REQUIRED. V)
B"x 1'-0'x 0.080 STD ALUM.SIGN TO READ"VAN CONCRETE(4,000 PSI) CURB 8 GUTTER
ACCESSIBLE".BOLT TO POST WITH 3/8'CADMIUM •� W N C
PLATED NUTS,BOLTS AND WASHERS. 0 _ 0
W v'�i0p
r DUMPSTER CORRAL DETAIL ASPHALT PAVEMENT SECTION Lu Z o 6 L
} RESERVED } Z U t
PARKING O NOT TO SCALE
1'-6"x V-0"x 0.080 STD.ALUM.HANDICAPPED NOT TO SCALE W ro O Z
1B, PARKING SIGN TO READ"RESERVED PARKING"WITH ❑
® IDENTIFICATION SYMBOL.BOLT TO POST W/3/8' •-
CADMIUM PLATED NUTS,BOLTS AND WASHERS. O O
U o
o °
I_ —1 1r 9"x V-0"x 0.080 STD ALUM.SIGN TO READ'MAXIMUM zz z N
PENALTY$250'.BOLT TO POST WITH 3/8'CADMIUM a OF F
COLORS PLATED NUTS,BOLTS AND WASHERS. Oz z Z OZ W
p
LEGEND AND BORDER-GREEN WHITE w o p 00 U
SYMBOL ON BLUE BACKGROUND TREATED WOOD 4'X 4"POST z�5 i oz 0
BACKGROUND-WHITE OR 3"GALVANIZED STEEL POST FINISHED f O �U
ENGINEER RATED AT 216 LBS/FT GRADE cc cc
$
J
1-12'R 1-1/2'R " J J
r �(TYP-) g (TYP.) y J
18'FLAT
MAXIMUM o
CURB J J J y J �wq�
PENALTY
$2 0 (Tg P.) ACCESSIBLE ITVP.I \\\\/\\\/\\\ /\\\/\\\/\\\/\\\� MIN. J y
6 IA�1
y • d• ^
I m.m I 1T \ �w atc J J 2,D 00 0p O d • • J
LEGEND AND BORDER-GREEN LEGEND AND BORDER-GREEN /\//\//\ \ �„,� 0 0 0 0 y J
\ \ \ \ \ \ \ \ 18" STANDARD CURB
BACKGROUND-WHITE BACKGROUND-WHITE \// / /j// / /j\// 1 - _ 0 00 0000 0 o J
�.�:s« -.,,uE�- .�»,�..,• p 0 J DETECTABLE WARNING DOMES R' GUTTER O C)PER NCDOT STD.80.06
o J
o J
mamas :maua r ITYP) y J
a•�a ice ' ,.. 0<� 1 �,, o po p J
HANDICAP SIGN HEIGHT CONDITIONS J T TRANSITION FROM 18'STANDARD rT�l
CURB d GUTTER TO 18'FLAT CURB 1A . O w
(SEE DIMINISHED CURB 6 GUTTER 9 W
SECTION DETAIL �`SI 4.4 I� n/ U
PEDESTRIAN PATH DOES NOT PASS UNDER
CONDITION 1 OR AROUND SIGNS y } J ) 1 rJ�1 h'-1 FFyil
CONDITION 2 PEDESTRIAN PATH GOES BY, UNDER, OR
AROUND SIGN n 18,STANDARD Lr��'T
C n" " ) : .�:;ayagx CURB&GUTTER d I
O
HANDICAP SIGN DETAIL ' '
W 7
NOT TO SCALE ..�'' $ • a A
COO o H
DETECTABLE WARNING DOMES CROSSWALK �
NOT TO SCALE O
CURB SY MAX.SPACINO DIMINISHED CURB & GUTTER SECTION
NOT TO SCALE
W Q Q lL U V U U LLi
e.J.
P,NS\S�� S\C1. CLASS A s Date: 02-17-2015
CONCRETE Scale: AS SHOWN
\0 p,�K �' • �, 1 Drawn By: MGB
d
S • .a d ry,�o • • ..' z' Checked By: JCR/ACL
Q A 1.
° - 18'STANDARD
1/B'RTOOLED ,,E J. •+ �. . •`d 3 d•• . CURB 8 GUTTER SEE
PAVEMENT
JOINT BLDG.-STRUCTURE d CONCRETE SIDEWALK 4 d _ d. •• SECTION
1/4"x1"DEEP WAN 00- •a' , (14• 1 . ,
dOINTOOLED -\ ° e - CON Sp '"3A FOR REVIEW
PLAN VIEW PURPOSES ONLY
NOTES:
••.. d \• • • V • ° a.. ' . • .
A • d
1. SIDEWALK THICKNESS SHALL BE 4-UNLESS NOTED OTHERWISE. -,y f •. a
2. CONTRACTION JOINTS(CA)SPACE SAME AS SIDEWALK WIDTH. 'd .
1/2"EXPANSION 3. THICKEN SIDEWALK TO 6"AT DRIVEWAYS. - CONSTRUCTION AFFIXED
JOINT MATERIAL • • d ° : .
4. THICKEN SIDEWALK TO 6'IN LAST 3'WHERE IT ABUTS PAVEMENT ° •- FINISHED PARKING SURFACE
THIS PLAN IS NOT ISSUED FOR
C TRUCTION WITHOUT AF D
d .: CORPORATE SEAL
EXPANSION JOINT(E.JJ WITH NO CURB. CONTRACTION JOINT(C.J.) ° , •d
5. 1/2'EXPANSION JOINT(E.J.)REQUIRED AT 5(Y MAX.AT SIDEWALK
JUNCTIONS,AT STRUCTURES,AND AS NOTED ON SITE PLAN. h
8. PROVIDE EXPANSION JOINT MATERIAL(MIN.8'DEEP E 1@"THICK) • 6" 1 n
NOTE: \N CA
6„ _ IL FOP. CONTRACTOR SHALL COORDINATE
BETWEEN WALK AND ADJACENT PARALLING CURB OR STRUCTURE. GTE: SPILL CURB) . C
WITH ENGINEER CONCERNING THE
7. REINFORCE wBx6-10/10 W.W.M. _ : 4 MIN ABC STONE BASE
CONCRETE SIDEWALK SHALL HAVE 1/4" LOCATION OF REGULAR CURB& Q
PER FOOT POSITIVE SLOPE IN ORDER GUTTER VERSUS SPILL CURB 6 SEAL
SIDEWALK JOINT TO DRAIN TOWARDS PARKING LOT GUTTER PRIOR TO CONSTRUCTION
" STANDARD CONCRETE 35054
18
NOT TO SCALE DEPRESSED SIDEWALK DETAIL CURB & GUTTER °ti� ......... 5v\
NOT TO SCALE r1AN a
NOT TO SCALE "ulllnl `
C8.0
29 7015 This drswinn chap not he reproduced in whole or in pArl w4finld written permissinn of Fa41 Coast Engineering A Smveeing•P.C.
[f.FS PCOdFCT )Ip. 1 � n

Revisions
POND LONG AXIS PROFILE OVERFLOW`3� 3-24-15 REVISED
ELEV.=31.2E T�.'i0 TOP OF POND
LINE WITH CLASS B RIP RAP B' OUTLET STRUCTURE
A �� DETAIL PER DEMLR
SCALE : H E R : 1 �� = 2 0 , V V
TEMM�ORARY FOOL COMMENTS
ELEVATION= 17.44 A
1 -0+1@3�00 0+50 1+00 1+ 2+00 2+25 SC
24 TOP VEGETATIVE SHE 24
22 _ 3:1 OR FLATTER 22 FOREBAY BOTTOM/TOP
I I WT= 6.2 SLOPE ABOVE 5
It
I �I 20 VEGETATIVE
SEDIMENT STORAGE
VEGETATIVE SHELF 0 ELEVATION= 11.25 A
18 --SHELF - - 18
11 I I II 16 16
IBO OM 14 B 10 OFACD
11 I II VEGETATIVE SHELF PERM ENT POOL 12 PLAN VIEW CLASSB� RAP
0+00 II I I II ELEVATION= 15.75 ELEVATION= 16.25 1
10 0
OVERFLOW WEIR
I I 8 8 ELEV.=t8.44 3:1 SLOPE MIN 3:1
B POND BOTTOM/TOP SEDIMENT BOTTOM POND SEDIMENT -BOTTOM OREBAY 3' SLOPE
11 1 0+97 b STORAGE ELEVATION=9.25 SEDIMENT STORAGE
I o STORAGE ELEVATION=8.25 TP ELEV.=17.44
4 ELEVATI N= 10.25 TIE TO POND 10, TLE TO POND 1
I I B' Ln m O o C4 ,n ,n N v1 .- ,� d- M O U
co e O o ELEV.=18.44 ELEV.=18.44
1 I I 00 00 00 0o Dp oe ,-• CV (V cLi vi PP ELEV.a 12" -
I I I I .. ypT� y$ 10'OFNCDOT OVERFLOW WEIR . O
1 0+00 1+00 2+00 SjpB VEGETATIVE 10:1 CLASS B RIP RAP ELEV.=18.44 0, CO
SLOPE p 0, U
I I I II POND CROSS SECTION A - A' SECTION A-A' PROFILE OF SPILLWAY SECTION B-B' PROFILE OF SPILLWAY N -4 a n
Ckf 61, z)
O
1 1 L III Lu .. a
>_ a � �
D > ckC'4)
� _
a E
I 6
J LO
POND - SHORT AXIS PROFILE POND EMERGENCY SPILLWAY C_ o N
A' NOT TO SCALE N v
C A L F : H O R : 1 " = 2 0 ' VE R T: 1 " = 5 ' SEE STORMWATER C W N 041 a
SHEET C5.0 FOR RIM
0 30' so' -0+1�00 0+50 1+00 SEE STORMWATER �- W Z c o O
ELEVATION -
TPE= PLAN SHEET C5.0 FOR +- 5 G O L
24 24 PIPE MATERIAL,SIZE, N Q
17.44 ORIENTATION AND W co
O Z
0 22 = 16.25 PPE= 22 INVERTS.
20 20
° " a
STORMWATER POND 18 _ la U
CROSS SECTION DETAIL 10:1 ° PIPE D
4 N
16 VEGETATIVE to
14 SHELF 1 0
14 LLI
L=15.71 POND BOTTOM/TOP PIPE , . °
R=10.00 12 12 SEDIMENT STORAGE PRECAST CONCRETE AS 5 0Ep o i
N80°04'2 . iW 97 10 10 ELEVATION=9.25 BOX RATED FOR MIN. P
� 40.0E H-20 TRAFFIC LOADING IF PIPE e'
8 8 BOTTOM SEDIMENT LOCATED IN TRAFFIC AREA y, PIPE
L=15.71 g STORAGE 9
R=10.00 ELEVATION=8.25
12, °
e
0+00 °
POND CROSS SECTION B - B
a e o V) O
h �.o
a S ~I O
3,00E PSI L r 1 _ `
o` CONCRETE TO #57 CrTI-' v V
�M 11'P COMPACTED STONE o I--1
M _W INVERT OUT
M
CATCH BASIN DETAIL
0 30' 60 0NOT TO SCALE -
z Ho a O
Z
TIE LINE +
O O 0
� --
L=15.71 S80°04123.971, 40.00' SEA B
GHT BETWEEN
R=10.00 PIPELAND CATCIH BASIN 1 F4
L=15.71 PRECAST CONCRETE DOWNSPOUT
PROPERTY CORNER R=10.00 C '
A o A La E..i
PERMANENT POOL DIMENSION
DETAIL LL PIPE DIA. RIPRAP
PLAN VIE LL LL LL LL .v m LL CPP ATTACHED TYPICAL CONC. - '�FILTER FABRIC Date: 3-10-15
AS REQUIRED LL LL W y LL LL LL -----------TO DOWN SPOUT FLARED END i
RIM ELEV.=18./4 SECTION Scale: AS SHOWN
TRASH GUARD Drawn By: JCR
#4 REBAR 4'O/C ,. I ISOMETRIC VIEW
I W W W W W �L W W LL W W W
THROAT NOTES Checked By: JCRIACL
SEE APPROPRIATE SCHEDULE FOR DIMENSIONS
PERMANENT POOL TEMPORARY
ELEVATION LL, LL W LL �, W W �, y W �,. 1.La IS THE LENGTH OF THE APRON
EL-16.25 .
'i'`��•^�'� 1 POOL 1�'.. - �� .I 6
��
LL LL �- LL W LL a 2.d=1.5 TIMES THE MAXIMUM STONE DIAMETER,
20'Sk1.40 PVC ORIFICE EL=17.44 j. BUT NOTOT LESS THAN 6"3.A FILTER BLANKET OR FILTER FABRIC SHOULD
LLD,=2.06 IN.)
2-TEES WTH SEALED PLUGS REQUIRED CPP BELOW GRADE
N AS, LL LL m LL LL LL m W TIE TO PROPOSED STORMWATER BE INSTALLED BETWEEN THE RIP-RAP AND SOIL REVIEW
FOUNDATION. FOR 1', V lEW
COLLECTION SYSTEM
REQUIRED „ LL
HOPE INVERT 18' PURPOSES ONLY
EL-13.00 HDPE FILLTOINVERT
WITH CONCRETE A La
AS REQUIRED � - �.. � > - � � ROOF DRAIN DETAIL � � FL ow I
RI TOINVERT -,.�)�..o•`„b.:,.-.._i:;. ,i�L.li"yS""'.'0 .v-1p:T'i°s.
W
'' NOT TO SCALE do hil5 PLAN IS NOT ISSUED FOR
WIB CONCRETE 'n i �y"USHEb 4:, NEB ' .. ' ' .� y s
CONSTRUCTION WITHOUT AFFIXED
o-�t•.�'��-'CRUSHED STONE CRUSHED 6TONE
COMPACTED SUBGRADE COMPACTED SUBGRADE
CORPORATE SEAL.
SECTION A-A SECTION B-B FILTER FABRIC
PLAN VIEW
STORMWATER POND OUTLET STRUCTURE d
OUTLET PROTECTION SECTION AA � J
NOT TO SCALE FES-I FES z
NOTES:
1.SEE TABLES FOR STORM DRAIN SIZES,INVERT ELEVATIONS,AND TOP OF d°-PIPE N L La
GRATE ELEVATIONS. W=APRON LENGTH W 10 La 2D
R SEE PLANS FOR ORIENTATION OF STORM DRAINS RELATIVE TO POND OUTLET. d =APRON WIDTH W=1 W 12 `-� MAD )) 66 �r ¢ SEAL
32..ALL PIPE OUTLETS AND INLETS MUST R SEALED WATER-TIGHT BETWEEN PIPE d=APRON DEPTH d- 1r d 12 a BAR 4 201 ,;j1154
Class=B Class B
AND CATCH BASIN. OUTLET PROTECTION (FLARED) 13V
4.THE BASIN MAY BE DRAINED BY MEANS OF A GAS POWERED MUD HOG TYPE
PUMP. NOT TOSCALE
C8.2
® 2015 This aw ng shall not a reproduce n w o e or n part wit out W tten permission of East Coast Engineering & Surveying , P.C. ECES PROJECT NO. 1445