SW8141205_APPROVED PLANS_20141216

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 VL05
DOC TYPE ❑ CURRENT PERMIT
® APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

CENTERLINE
i = 11 11 CURVE DATA 60' PUBLIC
W V' LENGTH = 34.56 1
O O RIG
HT 'OF WAY
1 C) C RADIUS O = 22.00 15.5' 29' B-8 15.5'
N/F 03 O Lp C) CHORD LENGTH = 31 .11
MERCER BUILDING AND DESIGN COMPANY , INC NC � �, p CHORD DIRECTION = S09049'25"W '
p y \ O 20 1 SLOPE 5' 24" ROLLED I 2"S-9.5A y 20 1 SLOPE
D8843 PG362 u i O O LENGTH = 75.40 (CUT OR F[LL) CONC. CURBING (CUT OR FILL )
NC P I N7306. 12 . 76. 5951 Z u RADIUS 0 = 48.00 i '�," PjR FT i
.... .... ..... .... ...........
2� ��� ^ V VC ` O •o Op w CHORD DIRECTION = S09°49'25"W
O RS m O ° O FUTURE PROPOSED
N / CONCRETE 8"ABC CONCRETE
_ SIDEWALK
Z Of y\� •\\ \\ N WA .� BY OTHERS SIDEWALK
9 SITE b u,
J ON
BEAUFORT T �2G?Po ��°�(p BIKE LANE LANE /� �'� 10
2 SQUARE � � MARKING.TYP A TrI �/
AUFORT 'Q09 C �_c� s IR " ° 10"
M D D L E O �MAFN ' , 6' J ''4
s OOL �Oq � - L,,
OPOSED F"W-PCINT I U 1 URE f ROFE C31�J1�T/ 1L - PARK\ LJ o 24"CONCRETE CURB & GUTTER
FOR ,PROFESSIONAL PA i q
STEEP POINT RD 'AREAS SEPARR A 3D ROLL TYPE
M I CHaEL J SMITH - PROFESSIONAL ARK DRIVE
,�o � : � N I NAL P
AIRPORT i' •e:• ' , 5' CONCRETE � ��� I
SECTION A-A
SCALE: NOT TO SCALE
J TOWN OF BEAUFORT 2 -
/9 �e - -- -- - - - - - 25 ' MBL-- - - - ~�� ®1 NOTES
VICINITY MAP : BE+ AUFORT 9 NC Q'a I UNIT MIX (48 UNITS TOTAL )
NOT TO SCALE DOUBLE DUMPSTLE ENCLOSURE WITH <1.
/ RECYCLING COLLECTION AREA CJ]NCRETE 0- 32 24 TWO BEDROOM UNITS
(TO BE HEAVILY LANDSCAPED) V)i ( 24 THREE BEDROOM UNITS
a
33
Iw EXTERIOR LIGHTING TO BE PROVIDED AS REQUIRED
2
(
/ a• "' _ '. �� 34 59 I U 3. PROJECT WILL INCLUDE 5% (3 UNITS) TYPE "A" (HANDICAP ACCESSIBLE
/ • F.-
a R + AN ADDITIONAL 5X (3 UNITS) TYPE "A" UNITS WITH ROLL-IN SHOWERS.
a C AREA �I.n 35 ?'�# J .-'- d ,- .•.. -`
€ r xs r k � TWO TABLES P �,o R 4. ALL SITE AMENITIES TO BE HANDICAP ACCESSIBLE AS REQUIRED.
z .
�. I �,ii S(TO BE as S cD
T OT r AD) Do
30 '�
h AIM 36 I F-I� 5. CONSTRUCTION TO MEET OR EXCEED ENERGY STAR VERSION 2.0.
29 'n 37 M I zoo
a uJLD O 6. PROJECT TO COMPLY WITH NCHFA 2014 OAP.
y I I J01 -Q 7. AMENITIES TO INCLUDE THE FOLLOWING:
28 38 OO COU A.PLAYGROUND
ass BENCY W/ I J tD O_t- B.TOT LOT
27 BACKI 39 V XWO C.COVERED PICNIC AREA (MIN 150 SO.FT. ) WITH TWO TABLES AND
5'CONCR�TE I Zv>rnmC� TWO B80 GRILLS.
/ - ° ' °.� s° I LLJI-LOLj D.MIN OF 3D OUTDOOR SITTING AREAS (6 BENCHES WITH BACKS
SIDEWALIC. TYP r ^_ 26 I 40 _o •rnz PROVIDED).
N/F _
COUNTY OF CARTERET / BENCH W/ k 25 41 �J I Q�Z�ON E ((MINR150PSO.OTW�TH SEATING AT REAR OF COMMUNITY BUILDING
D6947 PG599 I ujI a;0 F.RESIDENT COMPUTER AREA WITHIN COMMUNITY BUILDING.
NC PIN7306. 15. 64 . 9861 6'soi(c+ r�•SlnEwa�K `t. I zU
ZONED R-20 _ ° I 42 g& O 8. ACCESSIBLE RAMPS TO BE LOCATED AT ALL CROSSWALKS.
3 CA / 1 2 3 4 5 6 7 8 9 10 11 12 13 74 17 18 19 200°21 22 23 24 �/D I I m z 9. 5' SIDEWALKS LEADING TO APARTMENT COMPLEX ACCESS. TYPICAL.
I P 1 15 16 I 43gr ( OU 10. ALL DRAINAGE AND UTILTIY EASEMENTS. RIGHTS OF WAY AND FACILITIES BE
M I,.) r I DEDICATED AND RECORDED AT THE CARTERET COUNTY REGISTER OF DEEDS AS
N � REQUIRED BY THE PUBLIC WORKS AND PUBLIC UTILITIES DEPARTMENTS.
ASPAHLT DRIVE 251 .00 44 -
N n 9 ________________________-_-_-_-_______ ------ ------------------ __-__ N 11 . CONSTRUCTION MATERIALS SHALL CONSIST OF THE FOLLOWING FOR BOTH
& PARKING S54049' 25"W N STOP o, 45 # I (,, RESIDENTIAL AND COMMUNITY BUILDINGS:
O . I Cn A. WOODFRAMED BUILDINGS
N g / BAR tvI 46 I ° B. 30-YR ANTIFUNGAL ASPHALT DIMENSIONAL ROOF SHINGLES W/ METAL DRIP EDGE
C. ALUMINUM GUTTERS & DOWNSPOUTS
9/ �O a D. PREFABRICATED GABLE VENT
N m S 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 9. l I E. VINYL BOARD & BATTEN AND LAP SIDING
NI F. VINYL WINDOWS
+ 9S I ui G. WIDE WINDOW & DOOR TRIM
�--STOP SIGN O Nj / BAN H W/ - H. BRICK VENEER BASE WITH CONTINUOUS ROWLOCK SILL OVER SOLDIER COURSE
_ w h �1 J m I. FIBER CEMENT COLUMNS
' •T BAR ' o�� Q 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 ryA. 4'SIDEWALK m
�- a STOP BAR ' o O Rs � 12. DRIVES AND PARKING AREAS TO BE ASPHALT AND ALL SIDEWALKS CONCRETE.
3 Ph CA O 00 13. ALL RADII 5' UNLESS OTHERWISE NOTED.
HANDICAP / I
COMMUNITY SIGN ml ASPAHLT DRIVE 225. 00 ASPAHLT DRIVE CROSSING - ` -
�_ _ _-_____-___- _-___-___-___�_ TOT LOT I 14. HYDRAULIC ANALYSIS PERFORMED ON EXISTING WATER SYSTEM BASED ON INFORMATION OBTAINED
( TO BE LANDSCAPED ) ' ° g PARKING $Sq°qg 25 W & PARKING I FROM THE TOWN OF BEAUFORT & FIRE FLOW DEMAND DOES NOT EXCEED THE AVAILABLE WATER
$54 25 04. 554 49 25 W ENCH W/ BACK '� (2LAU 32' ) � SUPPLY & HYDRANTS CONFORM TO THE TOWN OF BEAUFORT ISO STANDARDS. CLOSEST EXISTING
. 6' TO 5' SI FROM -� g0 LAUNDRY
1 � 182.85 N54 55 E 6' TO 5' SIDE4A K � 79 ° �•� I HYDRANT LOCATED AT THE INTERSECTION OF CALHOUN AND PROFESSIONAL PARK DRIVE
1 �� 9 93 00 15 BOUNDARY, TOPOGRAPHICAL AND EXISTING FEATURES TAKEN FROM MAP PREPARED BY PHILIP
98 97 96 95 "� 92 91 90 89 88 87 86 85 84 83 82 81 I A. COLLIER. PLS OF STROUD ENGINEERING. PA. ENTITILED EAST CAROLINA COMMUNITY
� 2 BENCHES DEVELOPMENT INC. PROPERTY PROPOSED TRACTS Al AND A2 DATED 11/3/14
W/ BACKS ,
• �.CONCRj:. .E. S Q WA4K° . .. -;':: a - O
2 C G CURB RAMP. ,� r. O-5
i I`1 TYPICAL h e e�
ry� �rj I SITE DATA
BIKE LANE LANE I N F E F r COVERED PATIO eery I LOT SIZE: +/-195.190.74 SOFT.
MARKING. TYP N r
0 I N W/ SEATING I +/-4.48 ACRES
1 " fi T 250 SOFT. I ZONE OPEN SPACE
ED
TCA - 2.06+/- AC . .. ,- PQ �
a
m c:lL DENSITY = 10.7 UNITS/AC �i tiil !'`�Ii� TiL
1 A P NUMBER OF APARTMENT BUILDINGS = 3 (1/11 F ' ( -1 ""'
ON
'C M ~^y I NUMBER OF UNITS = 48 Il
I 2 1I ITS _ I u5 /rc� r L
.`- OF A nz § • .>Y :" ,. '� s"x'.;" N . s-. I NUMBER TYPE FOFN STORIES
ENTZL APARTMENTS _�
MAXIMUM HEIGHT = 35'
PROPOSED HEIGHT = 31 '-6"
NUMBER OF COMMUNITY BUILDINGS = 1
POND FENCE SEE SH 3 I MAXIMUM HEIGHT = 35'
I PROPOSED HEIGHT = 19'-10"
1 FOR REQUIREMENTS
I I TYPICAL PARKING SPACE = 9'x 18'
8 ACCESS GATES I REQUIRED PARKING SPACES = 96
- - - - - - - - - - - - - - - - - -- - - - - - - ----------------------------------------------------------------------------------------------- (2 SPACES PER UNIT) DEC 10 2014
LEGEND II PARKING SPACES PROVIDED = 89 REGULAR
ACC - ACRE LF _ LINEAR FEET - - 2-S`QPENIRG530 ' MBL- - -- -- - - -- -- - -- - - -- - - - --- -- --- -- ---J 98 HANDICAP
TOTAL PACES BY:
ABC - AGGREGATE BASE MAX FOR ACCESS
COURSE MBL - MINIMUM BUILDING LINE ' -
BCSC - BITUMINOUS CONCRETE MH - MANHOLE 30' STORMWATER DRAINAGE EASEMENT FRONT = 25'
SURFACE COURSE MIN - MINIMUM SETBACKS:
AR _ REVISIONS:
BLDG - BUILDING N/F - NOW OR FORMERLY -
BRG - BEARING NTS - NOT TO SCALE I CF 4 .5 6" 6 S ° 5' SCR _. SE DE g0' Na 8Y DATE DESCRIPTION
CB - CATCH BASIN O.C. - ON CENTER
CF - CUBIC FEET R - RADIUS I C,o S54° 59 ' 56"W 142 . 51 E I R S54° 55 ' 36 W 386. 1 4 I ! GYr N113114 TECR REV COMMENTS
CL - CENTERLINE RCP - REINFORCED CONCRETE PIPE ` r I DR - DRIVE R/W - RIGHT-OF-WAY I DEED BOOK/PAGE = 1467/270 2 GYr n/i3/u ADD STREET SECT
DI - DROP INLET SDMH - STORMDRAIN MANHOLE I I PIN = 730612767562000 3 G1T IOA
!2/5/M
DIP - DUCTILE IRON PIPE SH - SHEET r r N/F i N/F N/F
EL - ELEVATION SIR - SET IRON ROD I I
EIR - EX. IRON ROD STA - STATION r I TRADITIONAL FARMS LLC. ' JOYCE V. GIBBS ! JOYCE V. GIBBS -
EOP - EDGE OF PAVEMENT TC - TOP OF CURB I r
EX - EXISTING TSW - TOP OF SIDEWALK I / DB. 843 PG. 362 i DB. 262 PG. 16 I DB. 262 PG. 16 SITE PLAN
FE - FINISHED ELEVATION TYP - TYPICAL N. C. P I N#???? N. C . P I N#7306 . 12 . 85. 2598 j N. C. P I N#7306. 12. 85 . 4774
FES - FLARED END SECTION - I / ZONED ( TCA )
FF - FINISHED FLOOR ! TRACT 2 GIBBS SUBDIVISION
PART OF TRACT 1 EASTPORT AT THE PARK
FT _ FEET i GIBBS SUBDIVISION
cv GATE vawE I ZONED ( R20 )
INV - INVERT i I i ZONED ( R20 ) I -
-X- SILT FENCE t �L --------------------------------------------- EIP - BEAUFORT TOWNSHIP . CARTERET CO. , NORTH CAROLINA
B-e- LANDSCAPE POND FENCE b. HANDICAP SPACE I `�EIP CLIENT: EASTPORT AT THE PARK , LLC DESIGNED:
STORMWATER/DRAINAGE ' RDC/LRFC/GYT
® EASEMENT -� ADDRESS: PO BOX 2400
CONCRETE ROCK DOUGHNUT Ii� ,`,, ,HIC�F ,. DRAWN:
BEAUFORT. NC 28516
.A r, RDC/LRFC/GYT
TRAFFIC FLOW ``�,,QPO�w�OO 2�I CHECKED:
��.�a ,. ESS•.,,<� PHONE : [phone] RDC
0.
LIGHT POLE (DUKE ENERGY � ;q. 4;6
® ROUDWAYGIHEW LED. 30 30 15 D 30 60
'e - 9f: ' APPROVED:
e SEAL e S STROUD ENGINEERING, P.A. GYT
36970 151A HIGHWAY 24
SHEET #1 OF 7 SCALE: 1 "= 30' S�'is,R,I, Q d MORE EAD CITY, N.C. 28557 DATE :
9 ..P �Q•` (252 , 47-7479 LICENSE NO. C-0647 1 0/28/1 4
PROJECT #: PM858-29 ^ 001 •., c� r\
DESIGN FILE #: PM858-29 -001 - -�2�Ly- SCALE :
G R Y.TURNER,PE 1 "= 30'

/ YX �
A
CONSTRUCTION SEQUENCE �{qb
1. REMOVE AND/OR RELOCATE EXISTING OBSTRUCTIONS. EXCAVATE SITE AS
REQUIRED WITHIN THE GEOTECHNICAL REPORT AND BACKFILL AS RECOMMENDED. 5as a \ ^ 6_ I
2. INSTALL STONE CONSTRUCTION ENTRANCES.
3. INSTALL SILT FENCING AT SPECIFIED LOCATIONS. g /
r'
4. EXCAVATE AND GRADE DETENTION BASIN WITH OUTLET/OVERFLOW DEVICES. ,,,!
5. CLEAR AND GRUB SITE.
6. MASS GRADE SITE. �tr,00�\
7. INSTALL DRAINAGE PIPE AND GRATES. _ ,-
_s=�`
8. INSTALL UTILITIES. (WATER. SEWER. ELECTRIC. ETC. )
��e�o CATCH BASINS
F� r' r,; ,� o� o- = fa -' - ; _5•ot------ F=' _ _�',i�% � r <s:'^ ( SEPARATE CONTRACT )
9. FINE GRADE SITE. ROADWAYS AND BUILDING PADS. _
10. SEED AND MULCH ALL AREAS OF DISTURBANCE NOT TO BE PAVED
WITHIN 7 DAYS OF LAND DISTURBANCE. _ --' \ e�V
2'�=_-_- �.- , r CB# HOOD INVERT
11. FINE GRADE DRIVE AND PARKING AREA AND PLACE STONE BASE COURSE.
7 13. 17 9.50
12. CONSTRUCT BUILDINGS.
13. REMOVE STONE CONSTRUCTION ENTRANCE +� 7( `"----- ' - a �:' `
r l � -� + -`"_------------ \` 1 •j \IYa,\a�' k�\�. 8 13. 17 9.60
14. PAVE DRIVE AND PARKING AREA.
18"NYLOPLAST9. 16
15. PERFORM FINAL GRADING. SEED AND MULCH ALL REMAINING DISTURBED AREAS. INSTALL ALL {_ i� �'• _
/<- 1 �+ / \ �' FJ ,:.•.. \: - - r yz DRAIN BASIN
IN t1.64� 10 1287 9
PLANTS PER LANDSCAPING AND POND VEGETATION PLANS. // �' �' "^ ''' t' ' ''''' •/ ��� 26
16. REMOVE SILT FENCE AND REGRADE SEDIMENT BASIN TO DESIGN SPECIFICATIONS.
. y ,. NV 11.4
�/ ..' -'` � . - x �• �Y t /: ,� 1 18"NYLORLAST \\�\\
- x Lu i FfNCEx +- x -- x x - x x -__ '•� r >! Y .s DRAIN BASIN \\\\ DROP INLETS
/ 13. Sp } 4 SIL FENCE
... .... " � ( I DI# GRATE INVERT
LOPLAS -- - - 5 MBL- - -u - :
IN B "- / DRAIN BASINI .0 / o ^ { �, �'�¢`��� �": �\ � .•
1 11 .65 8.90
I w - px-.r,�. ' „# ter^ 1 \\ \
1g p / FEt 50 c � `
FE 12. x, t;`r1l,,il+ �,� / ,. �• ! / -;// // t� 6"HDPE'91. ^ D(8 '� � � - ADJACENT PARCEL OWNED BY SAME 2 12.80 9. 30
DEw K F 5H i. •i DEVELOPER AND A SWALE TO BE
„" j CONSTRUCTED ALONG COMMON 3 1 1 .60 8. 97
I¢l¢,I u T T PROPERTY LINE UPON DEVELOPMENT
h4n! Jddl l • /I off, f " "' r " v FE13.3 0 ADJACENT TRACT 4 11 . 60
9. 20
I n1 t 9� F -
+� H AV N
I,,r,r I,u , t / , /`' co •� �'8,z' " .�.- _ _.1 -- f' m •�r '� ?�fit'.. � '\ 0
PIPE 1 (SEPA 'FE rl I {% H / / r a, .r=`- r,�r- T„s•-f ^' s G... .tom I I'- m TSW13.4sa� �``9�-�-
CONTRACT)-24 rr rrll ! / m = - r - �` %�'• xn r r t' ` ' I vi S
15"RCP o 0. ! r� aJ i = -' r ,a°s7.m, " dn,•xi - 1 I. _ FE 12.8 'V ,,• ` + p. 1 \\ 6 12. 50 10. 50
t !4'llr� I' I / •� /a /'1 11l,1h.IrIu Irll r r! r�\n .n •. '`t' �/j / v wailr'l 4`'-*- •„arn'm}�''yLf 5.'•�,'�}s�.4 s ,^W. ,>r C.r s'�a"''^�ai9 \"�_" '''*4F4„-a�C ) t•'r;v-n w --I
L + T R ANSIS T ION4 . SIDEWALK
'
/ ��, '' Tsc ..• , I
ELEVATION
04LF•z"H E B 0.
LN Ba$tN _ I I JUNCTION BOXES
DRA
t III I.� Y:'` �, • 96. `-, »� o rJ-�- t' NV #0.9d ^' �_ ems, / �� w ,". �'. 1
JB# R 1 M INVERT
l jjI!II if ' I :' PY`J Y�rvn ' -'""%. o , e' 'a �t'''t� WWE.TYPIC L t 'r
' unlr3 D''4 ' / �? / ALL DOWNS OUT 1 12. 001 8.65
% U. .°: '` 1. t, q .
Ill 111 in / 1 I I LOCATIONS' r.'
fill' n,! ; h /� DI2 f,,: , , , ` ;x i ' 2 11 . 85 9. 39
12.75 F I o � 7
LAND DISTURBANCE II a 11„ul ::� Wk ' 18"NYLOPLAS ' T • •12.25' 18"NYL '. . ' I /' - . p. ,qv`V� •�-•-> ""' ��'-Y I Y.r
LIMITS. 4.9 AC 2 ,; ORAkIN BA DR IN BASIN ^ y TRA . >
WI 1 1 V 9. e� FE 12.30 --- NV'TY.O--- -' WYE.TYPICAL 5-IDEWA IC'' 211199. 4 ' �•a�„". sg.r tx,�, ,�4r e 1 r
1111lI / a 2 --i 0.0- - c,• ,� ALL DO T , i '°`f
119Gr1 ��t / , I /ter j' �`•" ' x 2• % F/Ftf.�'0 :; S EV{1T'i0N YLOPLAST ar:- "�'`P , ys �-''' s>=... �ERIFY IZE AND LOCATION
I All BASIN uF DOWNSPOUTS FROM ARCHITECTURAL
/!lull/ `! . , ! �, ^x II
jlilitill j1�j1 •, ,0 ITN S' LID LID � a'�o��x�' DOWNSPOUT DRAINAGE SYSTEM
Ny 1J! ti I / / \
`/� � AWIN S AN ADJUST AS NEEDED
ubgll 4nl'No•^� 1 f t , ;: -- F 72.05 I ' - '/
P hri 1 K' "j11 ---X ------ ------------- ------- X , 36 8"HDP - ems} '.
111E 1111r1 , I .� x I - PI -(2)46L� IPE 7 IDLE - - , , j 1 . ALL DOWNSPOUTS TO BE DIRECTED TO BELOW GRADE DRAINAGE SYSTEM
illlll rill/ t ' _j r.' , i 12.15 1•�RCP W 0.4% 0, 12.05 15-RCP .4X W 1 .7 " '" -#_ `
Muir i�1 / I ml •n / ' ` •! � / ,,q 2. ALL DOWNSPOUTS TO BE FITTED WITH A DOWNSPOUT ADAPTER SIMILAR
I ' / I r ' a. 2 i _ / \ . c;0 '� FE 12.2 �cr I I �. TO PIEDMONT PIPE OR OTHER APPROVED BY THE OWNER.
Ilrll,, 1 r / enry i
oil 141111 b` k • I "d' FE p ,mI 0 , 3. PIPE DEADENDS TO BE FITTED WITH SOLID END CAPS.
cllir l4nlrJ I ' FE1 .9 7CFEt 6 (I 12.13 tAi I �Z / \
'Iu1Q�I 'M1nU / r , v FE72.03 ' •Op I .__• /' --F w; zai
pnylM1 �4�u/k I i I FE1 .89 q I 1�\l FE o E + F
TEMPORARY:�STONE•7 n414 r .r., '; E; of 12.0 12.25 o w I 1.,5 t •1 / �, �y, Allj o
a�` am
q,Lit, II mU .•/.;. x'I •.'1 R r 1 {;�\ ti 1 .0 r 'It 2,0 " FE
ENTRANC�' d 41W ' i I • ry,' / ;-ry ^ry. O F Y°�> '/ 3LF 8�tt 1
• ' r - .73 .� W 0 9X t8 LOP AST . 1& NYLOPLAST
�l ,pgpr• / , ^ - r ;t:1.92 12. 3 12. , a DRAT SIN,. DR1►IN BASIN, STORMWATER DATA
I�AII� I�"�1 JB1 � +2.20 / TRACT AREA = 4.48+/- AC (195.190.74 +/- SF )
ar, - -� - INV t
,litl, ,lf# r j(1A 1ST1 S,. F, ALK FL H WITH FE IPE 16-(2)57LF, •Fg PIPE 11-(2)76L 1�5 TSW.1'2.85 --� TRACT AREA WITHIN R/W = 26.722.35+/- SF
n n / 18"RCP WA:4%
ulrl Inp I NT D fi" ISED SID ALK 1 .6515" P a 0 4X 1 .0 11. FEx• 2.35 '
ur l„i :14rp,11 . I��O' 0 j ANO D I ST BANCE DRAINAGE AREA = 179 000 SF(4. 109 AC)
/I . t o Ot----' LIMITS./4.9 At;
nlll Iqul . . .. . .. " -. -. -R:. . - . . -:�_'' •. 12• INV T. • • INVI Y
28LF 6"HOPE W 1.OX
PIPE 4(SEPARATE nu ,lf1 F t :;- TSW ,
CONTRACT)-24LF n!yI ! O) ' T p1PE 5'1 F 2 I I FE 12.1 A I j PROPOSED IMPERVIOUS
is 0.4% Ip p I ax -- _ _ � ' I EAST PORT
nID SIDEWALKS����- ery = 6.398 SF
�^
t LuAI o' . • "-'
I
la BUILDINGS = 32.398 SF�� 1I v _
iq'y:l I ----_ / -
c. Y r � � roQ ` a ORAINLBA #� I / t N OPLAST PARKING 40.858 SF
t�`� --� � � " > • ,/ / -y D IN BASIN SUBTOTAL 79.654 SF
"
_-_-_-_- Syr / 1 X IMPERVIOUS = 40.80%
nllydi Ili• 1 / /.' -_-- - �� 11 ' a . f INv 17. INV 10. / • / '
„lull4 •ui.r r " I / ,' /:�� r i I l I I '
PROFESSIONAL PARK DRIVE
Illllllll 'llilpl4 / / , ,/ / I I / ` z 9.- ' '•- , A w" r =,{ �' = ;-u I'p?ri - ` *.E'G+ 53'" DRAIN BASIN b / I I SIDEWALKS = 1 721 SF
Illlllll 1,l jl I /// / , ,' / jig / ! l l + l/! �� ` \"1't t-..+•,, �^^ / . ..:'T s+`. y'• � 01`'{ r •• O/6•• / /
Wd •M1lq / , C j ROAD = 13.178 SF
11NI Ilr lllgll� CLAR
n I+ !Ilr I ,' 1 t2 h "rr r 3 L ! xs3a NV 70.25 \
SUBTOTAL = 14.899 SF
n1ud4 p1 / / / ' / / / „ - ,l_ X IMPERVIOUS = 55.75X
/ , rr INV 9.0
11111,14 �1�x I •'. / ,/ , / / / / _-___-/ I 1 � I / FJ/ 1 1 6L "HOP � •� i t � s rn�T � � / . -
IX
LEGEND f8 t! AST L X
3'f z2d" U = x SUBTOTAL = 94.553 SF
_ AC - ACRE LF - LINEAR FEET �j nlllll II ,� Ij I ,,. + , 11 ,,// I- xi. .,a1 x • " r :.,, V ,
I, I I t $ G �' _'' --� '/// / V //// / 1 r� , .r r '`��"x«£r„ara ` R, r e•'#'- 5. m ' • '
BLDG - BUILDING MAX - MAXIMUM I I:•
r Nub a I I / ✓ram / 1 FUTURE 3.897 SF
BRG - BEARING MBL - MINIMUM BUILDING LINE I1 p y-a ,"` - '0• /
CB - CATCH BASIN W - MANHOLEIt
CF - CUBIC FEET MIN - MINIMUM MVp.I , / ` J $VER,�B �_ r - ' �' - - TOTAL = 98.450 SF
CL - CENTERLINE N/F - NOW OR FORMERLY `.yllx / I �/ - - r\ ®, �T�X� `�� ��-� �/ 13.0
OR - DRIVE Nrs - NOT TO SCALE b4ilii ,II / , , ry n` �_� ' / \\ PROPOSED % IMPERVIOUS WITHIN DRAINAGE AREA 55.0%
DI - DROP INLET O.C. - ON CENTER o yr �1A114 /, II l �Ca. r - �/ c� - - --- - ----,, pp5 LF 12 HDPE,:'B 0.4% fn' 6Xt2 wYE t yr
DIP - DUCTILE IRON PIPE R - RADIUS IllipiD IIIItlD1� i , :� 12•a - 19 INLBA515T
EL - ELEVATION RCP - REINFORCED CONCRETE PIPE illliill ;Inlur ' l •.i ���� 1>,�51 "NYLOPLAST "rt INV ,c ----
EIR - EX. IRON R00 R/W - RIGHT-OF-MAY llullll •In1nR' 11.0 _---
EDP - EDGE OF PAVEMENT SDMH - STORMDRAIN MANHOLE Irrl„II / q / 1 I r= _________________� _ \-.-�________ ----------- ---____���r_ _______ __-U+a___-- -_____---_____-�_--_
- EXISTING SH - SHEET tlutl llgml r' - EO'EMERGENLYO$PILLW ��..� z1__ - w.~_�_ _ _ - � 0p� ;_��',�R•��• �'#I�1j�7 s3Y Y~4�-'>G ( � `<• - t0.5---
FE - FINISHED ELEVATION SIR - SET IRON R00 t�� //I � �i i,/ / :';S " ~ _ LASS B. 12"'tId ICK r_ _ 1 G .�-. MJ „�.=�-x�� .x•�� �s' 4?�' x tt �--ttn. -- 10.55)LA NCE �_ __ __9. _ _ - _�,_----------
EX _ _
FES - FLARED END SECTION STA - STATION ,lhl h - - - - _ _ __ __ _ _ �-------- _-9.5- -_{y}�---_ -- ---=9-5=-..= - ----_+- -- --------- - ==8$=- == 1.====-----_7•`
FF - FINISHED FLOOR TC - TOP OF CURB i U 7nXl �1 '_µ_�ems' �_ 9. _ ____9.0=_==--_=-.n. _ :___ MUCK - f >: 1f Irr1 HJG'----------8.0------ --.- ^6.5- --------_ - 8_0 _ _ __________________________________7.5_____ _-___-___-____- f r
I I 1 - 4,10%______ _________ L '�0 7.5 - �CI \C
FT - FEET TSW - T� OF SIDEWALK Ilulli Ilnu I -/- _ DRAINAGE FEATURE ---__._____ _7.5- -_---- ---- - - - - ---
GV - GATE VALVE TYP - TYPICAL �a ,pll1,1 !*.��:" ' I 1, y� --- - - - --
INV - INVERT _7.5__ ___ --__ _-__ -. -0__ _____________ -_____ __ _ ____-____-- DEL` ,
, _ Y - - -------_---_ S TORMWc�T,ER_DRAINAGE�ASEMETLL _ 7•G 1 q
I'll, _ ( _v _ V-8•-14 ---,7.0------------ _ -- -- --- - --o't- - ------ - -- ---G'L------- --------- --- U EDI� REVISIONS:
-x- SILT FENCE 11 qtq - _ ► e RIPRAP PROTECTION _ __--_ __-_ __ _ _ _ __ ___ __________ ______ -__-_-
DESCRIFTJOW
s LANDSCAPE POND FENCE (7. HANDICAP SPACE 11147 ll- C4AS5 B ___-_ _ _y-G______ _____________ _ -- ______-____ .-----___
ft BY DATE
® STORMWATER/DRAINAGE Jill,!!!! • �j//l// I � • _____________--p'8-_ -- _._-____ 8 Y
\111111" __ ____ __ L____________
O
EASEMENT Ur 1 1�'/i, r y r ---- -- _- _ _ 5 8 l GYT II/p/II TECH REV (�MY£A?S
dullu n I- "P§baE15tD 72LF-42"RCP I
ROCK DOUGHNUT Iiyt
CO „r 1
CONCRETE tit / ;� � � , - ` ( NOT I N CONTRACT ) i I
INV E 5. 97
INV W 5. 47 I
-11.0- PROPOSED CONTOURS ® SOIL BORING xt - SHWT 8.0' pp�ul1''411 v ''1 ' RAD I NG. EROSION CONTROL AND
1t.0-- EXISTING CONTOURS 91 ill It$� �( EXISTING 42 "RCP '
SOIL BORING x2 - SHIFT 8.83' 1,11 np�-• I ,. ! I TORMWATER MANAGEMENT PLAN
gill. , INV E 5 . 97 ; EASTPORT AT THE PARK
` a 'i' ►i INV W 5. 47
1
fill.
I I 1
4,
BEAUFORT TOWNSHIP . CARTERET CO. . NORTH CAROLINA
• 1 . --------------------------------
n �k - ---------- E I P I DESIGNED:
:x �yEIP CLIENT : EASTPORT AT THE PARK , LLC RDC/LRFCGYT
ADDRESS: PO BOX 2400 DRAWN:
I� ,���,�.�,,,,,�„��� BEAUFORT, NC 28516 RDC/LRFC/GYT
o' ,� /�, ='
, I/ 'JAI ,,• u'�
°�..••••Es�•.�1�'�.� PHONE : [phone]
l�unp nn�ndi - ,; ' ,F: ••PpF s/o.,•y CHECKED
011 ins' ° 30 15 0 30 60 �Q A-V RDC
SEAL r: 3 STROUD ENGINEERING, P.A. APPROVED:
i 151A HIGHWAY 24 GYT
SHEET #2 OF 7 SCALE : 1 "= 30' %y:;�41, NEAP•,.•' MOREHEAD CITY, N.C. 28557 DATE :
PROJECT #• PM858-29 " 001 �e�` (252) 47-7479 LICENSE" NO. C-0647 10/28/14
DESIGN FILE #: PM858-29 ^001 ���''9Y _ Rho/ 1__ SCALE :
ainwna� R Y.TURNER.PE 1 "= 30'

NATIVE SHRUBS AND TREES TRACT AREA = 4 . 48+/- ACRES
PROPOSED IMPERVIOUS AREA = 80. 689 SF
OF CARTERET COUNTY, NC
_ VEHICLE ACCOMMODATION AREA ( VAA ) = 40. 887 SF
Special Characteristics Key
Code Special Characteristics K Code I Special Characteristics K IMPERVIOUS SURFACE RATIO = 0. 42
AuF Auturrinflowering s I stately IMPERVIOUS SURFACE INTENSITY = MODERATE
AW Attracts wildlife SF S rin flowering/�.�"� ♦ ,
D Drou httolerant ST salttolerant REQUIRED TREES & SHRUBS PER 1000SF VAA
E Evergreen SuF surnmerflowering LARGE DECIDUOUS TREES ( 0. 20 ) = 8
F Fragrant TW Tolerates wet areas LARGE SHRUBS ( 0. 40 ) = 16 1
0�
FC Fall color W Resistant to wind damage SMALL SHRUBS ( 0. 60 ) = 25
LL Lon -lived wI winterinterest LANDSCAPING AROUND POND FENCE NOT SHOWN mom\
LM Low maintenance WK Weak wood �" r V<vQ0
S Stately YLI Year-long Interest
Native Shrubs
Common Name Botanical Name Special Characteristics'
American beauty berry Calficarpo Amerkono FC SF-white,fuchsia berries in fall,AW
Bear grass Yucca lamentoso E,SF-white,5T,AW _ --- -------- - ----------------------_--_--------
Cabbaapalmetto** Sobal almetto E ST,w SYMBOL SPECIES QUANTITY '
Carolina allspice Lindera benzoin FC,SF-white,berries,AW,F
Coastal dwarf azalea Rhododendronatlantkum SF-white,F,TW AR RED MAPLE 11 1
let' LL(3L�
Dahoon Holl Ilex cossine E,SF-white,red berries,AW
Dwarf Yau n Holly Ilex vomitoria E,SF-white,red berries,AW culina leaves tea 10 AMER 1 CAN HOLLY 5
- I
Fetterbush,leucothoe Leumthoe axilMrls E,SF-white,AW AC SERV 1 CEBERRY 7 /'/ A A
Fringe tree old man's beard Chionanthus vir inicus FC,SF-white / / ?• I
Groundsel tree BaccharishaUm•olia E,FC-white AP RED BUCKEYE 13 /
LL( LL(31 LL(3 ) V1.0T 1j LLt3 ) ` � I
HeaWs-a-bustin' Euon mus americanus SF-white,strikingfruit,WI MC WAX MYRTLE 5 / LL(3 ) LL( — —— —_ _ _ 1 LL( 3) —
High bush blueberry Voccinium m mbosum FC,veryearl SF-white,AW /' r —— — —— — 2 5 MB L— — — —
Hydrangea dron eos . SuF-white,WI,ST 1G INKBERRY HOLLY 36 % i--LLI3 )�
InIcberry holly Ilex globra E,SF-white,berries,AW / i
L onia,fetterbush L onia lucido E,SF-pink,AW I V V I RG I N I A SWEET SPIRE 22 i
NewJerse tea Ceanothusamericanus SF-white,TW,AW LL FETTER BUSH 48 LL
LL s =y„ IGIB ) =
Red chokeberry Sorbus orbutifolia FC,SF-white ink AW,F
Smooth sumac** Rhus lobro FA,SuF-white,AW
Spanish dagger Yucca alo'olia E SuF-white ST,AW
St.John's wort erkum a orotum SuF- ellow
Swam honeysuckle Rhododendron vismsum SF-white,TW
Swamp rose Rosa valustris SuF- ink,winter red hips,AW,TW
Sweet pepper bush Clethra aln'olio FC,SuF-white AW,ST
Sweetshrub** Calycanthusfiloridus SF-maroon,F / i, t t ' IR
4 " l
Virginia sweets ire Itea vir inks FC,SF-white AW,F
Wax myrtle(m rkle) M rka cer•era E,S7,AW,leaves Ira rant
Wild azalea Rhododendron nudi locum 5F&Sul'-white/ Ink,TW
Winter berry,black elder Ilex vertki0ota Red berries,AW,TW
Witch alder Fother ill gardenia FC,SF-white I I
y77
Zenobia Zenobia ulverulenta SF,SuF-white,7W I L ( 3 )
Small Native Trees t I
Common Name Botanical Name Special Characteristics*
Georgia fever tree (rare) Pinckne a bracteato SuF-pink,YU j L �( 3 )
------
Loblolly bay Gordonia/asianthus SuF-white,TW,F,semi-E i
Persimmon Dios cos virginiana SF-white,edible fruit j � �--------------------------------------------------------------------------� �� �3 � _
Possum haw Ilex deciduas SF-white AW,WI I €
Red buckeye Aescu/us Pavia SuF-Red jl
I; NRedbud FC, FC-deep pink It y
Serviceberry
AmelanchierConadensisSF-pink/white
1"V ICti5) I^
Earl IG(4 ) Ig(4 )
Tea olive Osmanthus americanus E,SF-white, ST,F
Titi, leatherwood Cyrillo rocern&ro FC,SuF-white
Wax myrtle M rka cer'era E,fast growing,AW,fragrant leaves rl (6)
Witch hazel I Hamamelis virginiona FC, earl SF-orange/yellow r6(5)
E, WI-red berries,SF-white, culinaryleaves r --- --------- ----------------------------
Yaupon holly Ilex vomitoria
(tea), dwarf varieties up to 11Y I
Medium Native Trees o f �' • I
Common Name Botanical Name Special Characteristics* Ix
Black cherry Prunusserotina SF-white,AW 1 k „r
Carolina Cher laurel Prunus coroliniana E, SF-white f� €
( 2 ) 8' ACCESS GATES . . . . •. • . • . • ;: . : := •. . :. �. :
Dogwood Comus florido SF-white,YU 1 I
Eastern red cedar Juni erus vir iniona E, LM ( p
Margaretta or Post oak Quercus mar aretta AW I
Pawpaw Asimino triloba SF-maroon,edible fruit
Red bay Perseaborbonia E,fragrant culinary leaves / L ) art ' w 4 �tr
I � � �
Sassafras Sassafras albidum FC,SF-yellow, culina ��
1 fr l+ �
Sourwood Ox dendrum arboreum FC,SuF-white,YU j -+ ` � � � �Pr
Sweet Bay magnolia Magnolia virginiana SF-white, F,semi-E
Large Native Trees I
Common Name Botanical Name Special Characteristics* PROPOSED FENCE AROUND POND
American holly Ilex opaca E, SF-white,YU PERIMETER, SEE NOTE ONADD
Bald cypress Taxodium distichum FC, LL,TW 1 DETENT II ONLPONDDSCAP 1 NG FOR
Laurel oak Quercus laurifolia E, LL,S,AW j
Live oak Quercus vir iniona E, LL,S,AW j
Longleaf pine Pinus polustris E, lace attractive pinecones j ( 2 ) 8' ACCESS GATES
--- --- ------Pond Cress Taxodium ascendens FC, LL,TW ------ ------ ------------------------------------------------------------------------------
j ----------------------------------------
Red Maple Acerrubrum FC,SF-red j �— _ ___ _______ _ ___ _ _
Southern magnolia Magnolia randif/ora E, late SF-white, F
Southern red oak Quercus akato AW,TW j
Sweet um Li uidamborst roci lua PC,fruitless variety available
Sycamore Platanusoccidentalis Exfoliating bark I CF
Tulip poplar Liriodendrontulipifero Late SF-yellow STORMWATER DRAINAGE E SEMENT E��� �
Tupelo black um N ssa s Ivatica FC, M,TW, used in decoys DEC 1 0 20111 REVISIONS:
PrIW
Wateroak Quercus nigra AW � � ;' ADDITIONAL LANDSCAPING FOR DETENTION PONDS BY:-------- I Grr I bfHTECHE�CQWM£A?S
LEGEND I PER THE TOWN OF BEAUFORT' S LAND DEVELOPMENT ORDINANCE
AC - ACRE LF - LINEAR FEET t
SLOG - BUILDING MAX - MAXIMUM I ; A. FENCING AROUND PONDS SHALL BE FOUR FEET ( 4 ) IN HEIGHT. IT SHALL BE A STEEL
BRG - BEARING MBL - MINIMUM BUILDING LINE t OR ALUMINUM CHAIN LINK FENCE WITH BLACK OR GREEN VINYL COATING. ALL FENCES SHALL PROVIDE `
CB - CATCH BASIN MH - MANHOLE
cF - CUBIC FEET MIN - MINIMUM I ; SECURABLE ENTRANCES/EXITS TO ALL OF THE SIDES OF THE FENCE TO ALLOW ACCESS FOR MAINTENANCE I LANDSCAPING PLAN
CL - CENTERLINE N/F - NOW OR FORMERLY i PERSONNEL AND EQUIPMENT AND TO PROVIDE FOR THE SAFETY OF CITIZENS.
OR - DRIVE NTS - NOT TO SCALE
OI - DROP INLET O.C. - ON CENTER ; B. LANDSCAPING REQUIREMENTS EASTPO RT AT THE PARK
DIP - DUCTILE IRON PIPE R - RADIUS
EL - ELEVATION RCP - REINFORCED CONCRETE PIPE I 1 SHRUBS REQUIRED
EIR - EX. IRON ROD R/W - RIGHT-DF-WAY j ::EIP-- EXCEPT FOR FENCE ENTRANCES, SHRUBS SHALL BE PROVIDED AROUND THE PERIMETER OF THE
EDP - EDGE OF PAVEMENT SOMH - STORMDRAIN MANHOLE REQUIRED FENCE TO SCREEN FIFTY PERCENT ( 50%) OF THE FENCE AT MATURITY. THE REQUIRED
EX - EXISTING SH - SHEET - SHRUBS SHALL BE MAINTAINED AT A HEIGHT OF FOUR FEET ( 4 ) . THE PARTICULAR VARIETY OF BEAUFORT TOWNSHIP. CARTERET CO. . NORTH CAROLINA
FE - FINISHED ELEVATION SIR - SET IRON ROD SHRUB( S ) TO BE USED TO SATISFY THIS REQUIREMENT SHOULD COME FROM THOSE LISTED AS
FES - FLARED END SECTION STA - STATION CLIENT: EASTPORT AT THE PARK . LLC DESIGNED:
FF - FINISHED FLOOR TC - TOP OF cues r' � TOLERANT OF WET CONDITIONS SHOWN IN THE TABLE ON THIS SHEET OR SHOULD OTHERWISE BE
FT - FEET TSW - TOP OF SIDEWALK APPROVED IN WRITING BY THE TOWN. RDC/LRFC/GYT
GV - GATE VALVE TYP - TYPICAL 2. TREES REQUIRED ADDRESS: PO BOX 2400 DRAWN:
INV - INVERT LARGE OR MEDIUM TREES SHALL BE PLACED OUTSIDE THE REQUIRED FENCING AT A RATE OF ONE PER BEAUFORT, NC 28516
p•�"""►�h RDC/LRFC/GYT
—x— SILT FENCE FIFTY LINEAR FEET OF FENCING AROUND THE POND. THE PARTICULAR VARIETY OF LARGE OR MEDIUM .�`PSHCAgO '�, CHECKED:
TREE ( S ) TO BE USED TO SATISFY THIS REQUIREMENT SHOULD COME FROM THOSE LISTED AS TOLERANT O 1� ., PHONE: [phone]
a a LANDSCAPE POND FENCE (�, HANDICAP SPACE ��� �,.� .....� y
® OF WET CONDITIONS SHOWN IN THE TABLE ON THIS SHEET. OR SHOULD OTHERWISE BE APPROVED IN 0 o. .7 , RDC
EASEMENTSTORMWAT WRITING WRITING BY THE TOWN. = QQ �'
SEAL 9�'s & STROUD ENGINEERING, P.A. APPROVED:
CONCRETE ROCK ODUGHMUT 30 15 0 30 60 36970 �' 151A HIGHWAY 24 GYT
tiFti P,. MOREHEAD CITY, N.C. 28557 DATE :
- •4y0•.,,QINEN.• �Q,,•� (252) 2 747$ LICENSE N0. C-0647 10/28/14
SHEET #3 OF 7 % O ••
PROJECT #: PM858-29 " 001 SCALE: 1 30 '4,F y N It to
DESIGN FILE #: PM858/PM858-29 "001 /PM858-29 ^ 001 . DGN •,�norn�;`a�`, -- — — --t-ky-- SCALE:
GING .TURNER,PE 1 "= 30'

8"GV /
FRREOSED HYDRANT HYDRANT
ANT PROPOSED IN 00' /
/ r r o z
LEGEND
AC - ACRE LF - LINEAR FEET - r�9 D wo =
BLDG - BUILDING MAX - MAXIMUM r b
BRG - BEARING MBL - MINIMUM BUILDING LINE
CB - CATCH BASIN MH - MANHOLE __-_-_---- , - - _--
CF - CUBIC FEET MIN - MINIMUM _ - ------- ------------- RIM
CL - CENTERLINE N/F - NOW OR FORMERLY _ r 1 •• w
OR - DRIVE N.I.C.- NOT IN CONTRACT ` ��� Z c
DI - DROP INLET NTS - NOT TO SCALE 1 ,��
DIP - DUCTILE IRON PIPE O.C. - ON CENTER YY - PROPOSED 1 '� O
EL - ELEVATION R - RADIUS - 6"STUBOUT
EIR - EX. IRON ROD RCP - REINFORCED CONCRETE PIPE H LOCATI ��ti ; m
w =
EDP - EDGE OF PAVEMENT R/W - RIGHT-OF-WAY ��
EX - EXISTING SOMH - STORIDRAIN MANHOLE /
FE - FINISHED ELEVATION SH - SHEET j , T1 € '�' (•,�QQ OL
FES - FLARED END SECTION SIR - SET IRON ROD _
FF - FINISHED FLOOR STA - STATION I 111 s -
FT - FEET TC - TOP OF CURB / / 1 _ I
GV - GATE VALVE TSW - TOP OF SIDEWALK -• / a : , , G4 p }
INV - INVERT TYP TYPICAL •( .... �3 ;_ ', Q<lVw 0 \
m x CD
-x- SILT FENCE
C7• HANDICAP SPACE Q
® MWATER/DRAINAGE O
EASE / ' n , O ,. .,. �s O W
EASEMENT m ° • " _ W 0
Cr LAJ
ROCK DOUGHNUT L
•.`. W 0- H
CONCRETE "a..nq + a - _'` S 0_ ¢
'- rarx� .,,,ti "a�„ � ¢ O
n r W
=F'xk �, `.�xi. �.LK.v- I" Mir '4.`:: t } "�' _ '::. r*r�.''- �^ "�,="` �- U• U' F
MIT' O
E
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� I 6 EWER 1 CE _ r w
/ m 0Z w
/ r FH A N < <
r .. L Q111
as ',
F IRE 'Hy t' 2 SERVICE WITH ss 6 GV r j -
I MASTER METERUD
N
I 6" C- 00 WAT R( LINEul
- ---------------- - ---------------- - MIZE - .w . " '.�'�"`s
PROPOSED = OD
1 8"x 6"TAPPING
F - oz
TEE 8 VALVE '� � 'm a o M I PROPOSED 8x6 REDUCER II % ir
/ O X O 0
ro I1 2 R 2"DCVA. LOCATED IN RISER aF m� i'
I �� F NE ROOM ( AMES 20006 ) SEE PMBE < Ow ,N
/ PLANS FOR ADDITONAL INFORMATION w am :j
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o SEWER
CLEANOUT 6 S rr� �� u z
x � o
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PROFILE TAKEN ALONG CENTERLINE OF / F U
THE PROPOSED ACCESSES.
o
ui
30 15 0 30 60
I R M' (AM
uj
W
HORIZONTAL 1 "= 30'
VERTICAL 1 "= 3'
CL PROPOSED DRIVE AND OL
_
20 CL PROPOSED DRIVE AND PROFESSIONAL PARK 20 Ld O N
PgROFESSI.IONAL PARK O MH1 STA 0+00. 0 _ z
S, A 6+4�. 47 YB1 JB1 D15 i F03. 20 O 0
FE 12.98 DI STA 4+415. 43 DI3 SIA 2+48.48 [L
IM 12 .00 STA 3+63. 76 ST 3+12. 5 1 STA +98. 78' MH ( N. 1 . . )
I - _ - - STA 5+11 .118 ' g, LEFT 5. 74 I I I I I Of
-
CR9-( a. C. I - - -- --- ' -- - - - E-31 '65 - - - J,p� -- -- -I RA$€- �. I RIGHT 60.6 R M_t2. GRAT 11 . 851 STA 0+02, 16
T --- - - T - T- 7 - - -- -11* - 8: 5------ - - -- -1- + r - -R 'I'1: 65r - --- - r - - - - - - - - - ZNV-9.-6T -- -- - - - - --- - - - - - - - --- -- -- -r-- ---I- --- R�GFT-fGrO --
STA 6+39.05 1 1 1 IN 8.901 1 1 I I IINV 8.97 INV OUT 6. 10 ,a (n 0
HOOD '12. 87 1 1 1 1 1 1 1 1 IN 9. 39 RIM 12.2b o
'DI4 I i I 1 I I 1 I INV OUT 3.83 z <
INV $-90 1 i 1 , 1 I I I I 1 I ¢
I LEFT 138. 63 _ _ _ _ I -- -- - -- 1 FH1 1STA 3+63. 76 FH a
-
- - - - r - - - - - - - -- - T - - ---T - ----T-- - --- - �--- - - - 1- - --- -1 r - r --- - - r - - r �T-A- 25.- -- -- - - -- -- - ---- - - - ,- - -- ----- -- - - -- - - ®ACK_OFICURB r -- J
-STA �t+3D.- q - - -- RZGRT- 6.p'- - - -- - - - - - - - + -- -- TA 0+1b.-8fi - o m
BACK OF CURB i i i LE�rT 40.0' iGRATE q�1 . 60 LEFT: 18.9' TC13.27
STA 6+30 73 I i I I 1 1 1 ' INV 9. 2D I 1 1 I I I I I
T013. 05 I 1 I 1 I I 1 1 1 1 I m
FH 1 1 1 I PROPOSED GRADE 1 1 I . 0
_ __ _ _ r - - __ _ _ - - --r _ _ ___r -_ _ _ _ r ___ _ _ __ __ ____ _ _ _ __ _ _ __ _ _ _ __ _ _ _ _,__ _ _ _ _ ____ _ _,__ __ _r ___ _ _ _ _ _ _ _ - _ _ __ _ _ _r - - - _ _ r _ _ _ _ r _ _ _ _T- __ - _ _ __ __ � _ ___ _ ,_____,_ _ ____i_ ___ _ _r_ __ _ _r I
I I STA +t B• 471 I I 1 A ONG- EREIN - 1 I V
013 TO D14 RIGHT 100. 0f a N o`
1 1 1 1 I I
I I i• 17% I I I I I I PIPE 1 -( 2 )56'�F I 1 1 I I I I I I 1 I I D.77%. I I I I � 0
1 __-= 15 %6 __ 118 RCP @ 0. 7%1 1 1 1 1 0. 56% 1 1 1 1 1 1
- - -- - - - - - - - --- - - -- - --- - - -- G h - - - - -I-- - - - -r --- - - - .5B -- -- - t - - - --- -- - - - 1 -- - ---1- --- -7------ --- - --I- -I-- - - - -i-- - ---I- - --- -
0 W
1-4
Cn
r i - --- I 1 I I 1 X1ST NG GRA E ; li _ - , �y Eye
0. 0% E APPROXIMATELY 24.5 ..,oZ ai
_...,___ __ u _ AN
LONG CENTER 1NE FROM CENTERLINE OF �toDWa W
_ , = _-,-_----; __'_ - , , , , PROPOSED ENTRANCE D �^ � z
10 --- -- _ - - - --------- - ----
OL 15"RCP 2% -_ 4 PROFESSIONAL PARK 7, z� 19
_ �' 0. P'dgtit=s7LFt R p, "I - L i 1.15"RCPj=@ 0.4 ,
1B RCP 0 4 _ ? i8 �XCP q 0,.4% ,:
C7 1.
p I I I I I E I i1 i1 i1 iI ii
RF04\ 6ap E.
B x 6 TAPPING
- - -- - --- - - - - - - -- - i- --- -- -1-- - - - - - - ---- - - -+--- - - - - - -- - - ------- - - -- -- ---- -- - --'-- - - - - TEE AND VALVE
"x 6" TAPPIN "x 6"T
VE PROPOSED 6" ATERLINE (2J6"GA zEE AND VAL aW
( E O xVqe. C7
H
'- -----''- -- -- - - - -- - +'-- - --+- - - - ; - - - - - - -- - - ''-- - -- - - - - --'- - - - - -I- - - - - - - - - -- - - - - -- - - - -- -- -- - ---�-- - -- --- - - L - - - - - 1 - - - - 4'- - -- - - - - - - - -- - -J- ----J-- - --- --- - --'------I-- --'-- -- - -i--- - _ E+W..
I I 1 1 1 1 I 226. 2LF • I I i a TnIx
8 1 PVC S WER 1 i �•"� W
18"MIN SEPARATION 18"�(IN SEFIARATIO @ .0%9 R'IGHT 10. 0 xx .
'WATER 10 BE DIP ' WATER OVER STORM
L -
- - - - L - --- - - - - --i- -- - - 1 - - - --1- - - -- ;- -,- -- -- - - -'- -- - - A-- -- - -'- --- - -I- - ----- - - - --I- - -- - -'---- - -L - - - - -L -- - -- ---- - '"- - -- - i" - - �}�-r I--1�}�{� --- - - '�- - - ---' --- - -J- -- - -J--- ---- --- - -'-- - ---'- -- - ---- - - -
1 1 110 EA( H SIDE( OF I I I I I I I I 1 -S-ANI, TARP GOER I I 1 1 I I 1
STORM EWER CROSSING OR DIP TO BE USE LI
FOR' SEWER
1 I I i 1 I 1 I I I I I 1 `• AA .......
I I I I 1 1 I _ 1 __ ___J _ -___ J___ _ _J____ ___ I__ ____I___ -1-_ - __ _I_ _ _ - , •P.`'• .•�"Qr����
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PROJECT #: PM858-29 -001
DESIGN FILE #:PM858/PM858-29-001/PM858-29 -OOI .DGN

2.
e
12 . 0� �O
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. 0 INLET PIPES - O
FROM JB#1 ' ♦ �� 7
�•OCb� O ® 581 ° 14 152 E
38- 19
N200 1 3 55 W
25 . 19
/ ------ - ,-- ��� 000 02 35 E MAIN BASIN N20013 55 w
LNV w O FOREBAY
JJ A � r
i
AIN BASIN
INV 9. 0 --- -- --
FOREBAY O
O
-------- . ' / INLET PIPE 1
ROOF DRAIN SYSTEM
MAIN BASIN AT PERMANENT POOL FOREBAY AT PERMANENT 'POOL
LENGTH = 69.5625 LENGTH s 19.3975 LENGTH = 23.8953 LENGTH = 68.5287
RADIUS 0 26.00 RADIUS RADIUS © = 15.00 RADIUS 0 = 26.00
20 EMERGENCY SPILLWAY CHORD LENGTH = 50.59 CHORD LENGTH = 18.07 CHORD LENGTH - 21.45 CHORD LENGTH = 50.35
' ' CHORD DIRECTION = N76.36'13"W CHORD DIRECTION = S16.48'52"W CHORD DIRECTION = N65.52'07"W CHORD DIRECTION = S05.44'24"E
•S � ` ' � CLASS B. 12" THICK LENGTH = 108.8597 LENGTH = 56.7826 LENGTH 7 - 30.4956 LENGTH = 2.6669
TOP EL 11 . 7D RADIUS = 90.00 RADIUS = 120.00 RADIUS = 15.00 RADIUS ® = 120.00
TO EXISTING CHORD LENGTH = 102.34 CHORD LENGTH = 56.25 CHORD LENGTH = 25.51 CHORD LENGTH = 2.67
/ DRAINAGE DITCH CHORD DIRECTION N34.41'39"E CHORD DIRECTION - S40.18'190W CHORD DIRECTION = N38.00'37"E CHORD DIRECTION = S69.O7'53"W
LENGTH = 23.6726 LENGTH = 3.9264
RADIUS = 15.00 RADIUS ® = 90.00
CHORD LENGTH = 21.29 CHORD LENGTH - 3.93 -
CHORD DIRECTION = S65.26'36"E CHORD DIRECTION - S82.29'51"E -
TRASH SCREEN
REMOVABLE ALUM. GRATING
- MCNICHOLS GAL - 10OA OR
NOTES: - EOUIVALENT WITH 1" x 1,B"
1. FOREBAY AND MAIN BASIN TO BE CLEANED OUT BRG. BAR. STADARD MESH 4"xTO PERMANENT GRADE AT COMPLETION OF - -
CONSTRUCTION.
5.00
2. PROVIDE PUMP MECHANISM ON SITE FOR MAINTENANCE -
AND/OR EMERGENCY POND DRAINING.
3. SEE SHEET 6 FOR POND VEGETATION. _. 0.50 2.00 2.00 0.50 -
12 - - --- - -- - - ---- - - -- - --- - --- - - -- - - --- - - - - - - - - - - -- - -- - - ---- -- ------ - - -- - - - --- - - --- - - - - - -- -- - - - - - -- - -- - - ---- - -- - 12 -
_ OVERFLOW EL 11.1 PLANT BERM PER SEEDING
_
1 t '^sL91EDDEPSRI�1"'9 - t t -1
10 - - - - - - '`-- - _ILW Wr�T.oq& ZD41r� _-____- -- - -- -- -- ____ _________ ____ __ - - -- -- 10 12 PVC ORIFICE--
9 ;- --------------------- --
- - -- - -- -- --- --- - -- - - - --- --- - - ---- --- - - --- -- -
-
- - - -- - - - - -- -- - -- - - -- - --- -
9 yD �EBM9dENL24PLE ,5.__ ___ __ ___ ____ ____ ___ ___ _ ____ _ ____ ___ ___ _ _ ___ __-1- - - - - - - - - -- 9
1
240 RCP
x - - - - - - - - - - - - -- -- - - -- - - --- - - - - - -- - -- - -- --- - - - -- - - FOREBAY B 6"PVC ORIFICE I ; 36LTO EX DITCH 0 .
-- -- -- - - - - --- - - - - - - --- - - - - - --- - B
- - - -- - - - - - - -- - - - - - -- - - - - - - - - - -- --
ffuumTm
w
6 - - -- ---- - - - - -- ---- -x - - - - - - - ------ - - - - -- - -- - - --- - -- - - - - - -- - - - - - - -- - - - - - -- - --- - - --- - -- - - - - - - - -- - - - - -- 6
i w MAIN BASIN " o o , r-
-- - - - - - - - - - - - - - - - -- - --- -- - T
- _ _ _ __ ___ _ _ __ _ __ _ _ _ _ __ _ _ __ _ EL_ 9t5_SEDLMEN IQ BE _ _ _ __ __ _ _ _ _ __ _ ___ _ _- 4 PVC W/ 1-1/2"
5 0 � - - -- - -- -- - - -- - - -- REMOVED FROM BAS N 5 DRILLED ORIFICE " t0 I ~-
w - --------------------- --
4 _ ']c k Y�i 4
a _ - -> 1.. . . �.�
3 - - --- --- - -
6"PVC ORIFICE-
- - - -- - - - - -- - -- - - - - ----- -- - - - - - - - - - - - -- - - -- - -- - ----- - --- - ---- -- -- - - - - - -- - - - - -- - - -- - - - -- - - - - -- - -- - - -- --- -- -- 3
I 1
2 - - - -- - - - -- - ------ - - -- - v--- --- - - - --- - - -- - - --- -- - - ---- - ----- --- - 2 36LF 24" RCP 1.0X
- --- - - -- -- - - - - - -- - - -- - --- - - - --- - - - - - -- - --- - - --- - - - - - -- I
EL 1.0 SEDIMENT TO BE REMOVED FROM BASIN 1 I TO EX DITCH
-- --- - - - - -- - ---- - - - - - ---- -- - - -- -- - -- - - - - - --- - --- - - - - - -
i - - - - - - - t 12 PVC ORIFICE
r ..
I I
- I L_
0 :. - 0
- I
24' VARIES 25.5' 4' 10' VARIES 9' 5' 5'
IL-6 FT. SUPPORT L
3" x3" x 1,+
POND X-SECTION A A W/ ',2' DIA. BOLTS a 12" O.D.
SCALE: PLAN VIEW
V: 10- 4'
12.0
(2)-12" PVC SCREENED ORIFICES TOP EL. 11.44
_ =gvyWL(iM'�=11a.1 INV EL 9.85
11.0-- -- --- - ----- _ - -•j-- - _ �
4"PVC SCREW
TYPE PLUG ` •..M1,--------------- ------- _
--
10.0------ -
- ------ ------- -C223,_TYC 5CMENEOmetFIas--- --- .'d - -- -
- , DUAL 36LF 24" RCP 1.0%
--- -- -- ---- --
----TO EX DITCH
-tNV-EL�J:89- m
9.0 ---- --- --------- --- - ---- ------ ------------ o
-' DISCHARGE
PERMANENT POOL EL 8.50 n 4"PVC STUBBED INV EL.B.50 EL. 8.14
- -------------- --------
- - - -- ----- ---- ---------- - -- -PVC TEE -_ 4.
- INTO BOX _
WATER ENTRY UNIT ` '- BOTTOM EL. . 7.27
WITH TRASH SCREEN 7.0 ---- -- -- - ------- --- - DRILL 1_1/2' ORIFICE _ � gV"�`"1'1t� REVISIONS:
ORIFICE OPENING INSIDE INV �L �. ----- 5 - 0" DEC 10 2014
�/,�\ \/ Ha BY DATE 0£SCRlPTpN
THE HORIZONTAL TUBE WITH `\C�� l GYJ' 11/l0/H
A CONSTANT HYDRAULIC HEAD 6.0__ _ _____ _ ___ _ __ _ _ _ / -
FLOAT PVC VENT PIPE FLOAT FLOAT BY: TECH REV COMMENTS
_ SECTION B-B
SCH 40 PVC PIPE SCHEDULE 40 PVC WATER ENTRY UNIT '\1� \/ry/\'\^\'\\ \ \� //C\�
(BARREL OR ARM) PIPE (BARREL OR ARM) � POND DETAILS
FLEXIBLE "D5E OVERFLOW DEVICE TS
• `Fh�Ty�. FLEXIBLE HOSE EAST PORT APARTMEN
4RM END VIEW SCALE: 10= 2' AT THE PARK
ATTACH FLEXIBLE HOSE TO ORIFICE BEAUFORT TOWNSHIP , CARTERET CO. , NORTH CAROL INA
TEE PER MANUFACTURERS -
RECOMMENDATIONS TOP VIEW 4 " SKIMMER
2 " ORIFICE CLIENT: EASTPORT AT THE PARK . LLC DESIGNED:
RDC/GYT
ADDRESS: PO BOX 2400 DRAWN:
BEAUFORT , NC 28516
,,`�aum�ap� G Y T
FAI RCLOTH SKIMMER !. .. CHECKED:
�•`���P FEssi•0..'�p''•, PHONE : [phone]
RDC
20 10 0 20 40 •�Q�sEat. . STROUD ENGINEERING, P.A. APPROVED:
SCALE: NOT TO SCALE - � .Q 9S
J. W. FAIRCLOTH d SON INC.
WWW.FAIRCLOTHSKIMMER.COM - C •:
36970 S = 151A HIGHWAY 24 GYT
TELEPHONE: [phone] " � �',F ? MOR EAD CITY, N.C. 28557 DATE :
SHEET #5 OF 7 Fax: [phone] SCALE: 1 = 20 yF9G►NEEP•,Q�•• (2521 4�l 7479 � L- L�I�j�,�ENy�E NO. 0 0847
PROJECT #: PM858-29 "001 4, p • •'���.• vG I1,/l0/I�f 10/28/14
DESIGN FILE #:PM858/PM858-29 ^ 001 /PM858-29 "'001 . DGN �,'�'',/ni� � -- --- SCALE
GBR Y.TURNER,PE 1 1 - 20

WETLANDS SHELF 2706SF
( 676 PLANTS)
LEGEND WETLAND PLANT RECOMMENDATIONS
` I --- - - --- WETLANDS PLANTS SHALLOW WATER SHALLOW LAND
` - -_-_ -- BOTANI\ \ BOTANI CAL NAME COMMON NAME BOTANI CAL NAME COMMON NAME
'' ----- - -- 1 1
CENTIPEDE SOD HERBACEOUS PLANTS HERBACEOUS PLANTS
-
ACORUS SUBCORDATUM SWEETFLAG ASCLEPIAS INCARNATA SWAMP MILKWEED
PERMANENT POOL ALISMA SUBCORDATUM WATER PLANTAIN CAREX TENERA QUILL SEDGE
EL 8. 5 HYDROLEA QUADRI VALVI S WATERPOO CHELONE GLABRA WHI TE TURTLEHEAD
• IRIS VIRGINICA BLUE FLAG IRIS EUPATORIADELPHUS OUBIUS DWARF JOE PYE WEED
JUNCUS EFFUSUS VAR. PYLAEI OR SOLUTUS SOFT RUSH EUPATORIADELPHUS FISTULOSUS JOE PYE WEED
MAIN BASIN i i \ LUDWI GI A SPP. PRI MROSE WI LLOW EUPATORI ADELPHUS MACULATUS SPOTTED TRUMPETWEED
PELTANDRA VIRGINICA ARROW ARUM HIBISCUS COCCI NEUS SCARLET ROSE MALLOW
' ' ----r PONTEDERIA CORDATA PICKERELWEED HIBISCUS LAEVIS HALBERDLEAF ROSEMALLOW
FOREBAY ; I
� r SAGI TTARI A LATt FOLI A DUCK POTATO KOSTELETZKYA VI RGI NI CA SEASHORE MALLOW
' ' --- SAGITTARIA LANCIFOLIA BULLTONGUE LOBELIA CARDINALIS CARDINAL FLOWER
MINIMUM PLANT MATERIAL QUANTITIES AND PLANT SIZES PER SAURURUS CERNUUS LIZARD' S TAIL LOBELIA ELONGATA LONGLEAF LOBELIA
MIN
MIN SCHOENOPLECTUS TABERNAEMONTANI SOFT STEM BULRUSH LOBELIA SIPHILITICA GREAT BLUE LOBELIA
200 SF OF SHELF AREA (MINIMUM OF 3 SPECIES):
SCHOENOPLECTUS AMERI CANUS THREE-SQUARE BULRUSH RHYNCHOSPORA COLORATA STARRUSH WHI TETOP
1 . 50 HERBACEOUS PLANTS AT LEAST 4 CUBIC-INCH CONTAINER SCHOENOPLECTUS PUNGENS VAR. PUNGENS SACCHARUM BALDWINII NARROW PLUMEGRASS
` --- - = 676 HERBACEOUS PLANTS (AS SHOWN ON THIS SHEET ) SCIRPUS CYPERINUS WOOLGRASS
ZIZANIOPSIS MILIACEA GIANT CUTGRASS
CENTIPEDE SOD = 3, 800 SF
GENERAL NOTES: PLANTING SEASONS: VEGETATION
' c^
I. TOPSOIL FROM THE SITE WILL BE SPREAD ACROSS THE SHALLOW WATER AND SHALLOW LAND HERBACEOUS PLANTS ( SHALLOW LAND) . . . . . OCTOBER TO JUNE V EGETA IT SCHE
DULE
N EDULE
ZONES PRIOR TO PLACEMENT OF PLANTS. HERBACEOUS PLANTS ( SHALLOW WATER) . . . . APRIL TO JUNE ( RECOMMENDED) SO FT IN CATEGORY I N
• PLANTS OF
2. WET DETENTION BASINS SHOULD INCORPORATE SEVERAL ( MINIMUM OF THREE ( 3) DIVERSE MID-SEPTEMBER TO MID-OCTOBER WETLAND AREA WETLAND PLANT
SPECIES OF SHALLOW WATER EMERGENT AND SHALLOW LAND HERBACEOUS VEGETATION ON THE GRASSES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . YEAR ROUND AREA CATEGORY WETLAND AREA
VEGETATED SHELF.
3. SPACING SHOULD BE APPROXIMATELY 240 -36' CENTERS, YIELDING COVERAGE IN APPROXIMATELY PLANTING OUT OF SEASON IS NOT RECOMMENDED. IF CONSTRUCTION SCHEDULE WETLANDS PLANTS 2704 HERBACEOUS PLANTS 676
1 -2 YEARS, RESPECTIVELY. AND PLANTING SCHEDULE DO NOT CORRESPOND, STABILIZE BANKS ( UPLAND AREA
4. TURF GRASS SHOULD BE MAINTAINED ON THE TOPS OF BERMS AND ON THE EXTERIOR SLOPES OF AND SHALLOW LAND) WITH APPROPRIATE TEMPORARY COVER CROP AND EROSION
CONTAINMENT BERMS. CONTROL MATTING UNTIL APPROPRIATE PLANTING SEASON.
SOIL SPECIFICATIONS PLANTS SHOULD BE INSTALLED AS LARGE DRIFTS ( I. E. MASSES OF A SINGLE PLANT REOUIREMENTSs
SOILS USED WITHIN A STORMWATER BMP MUST ADHERE TO THE FOLLOWING REQUIREMENTS: SPECI E) WI THI N THEIR RESPECTIVE PLANTING AREA. OVERLAPPING OR WEAVING
OF THE PLANTING AREA EDGES IS RECOMMENDED. 1. SELECT PLANTS FROM THE WETLAND PLANT LIST ABOVE.
1. THE SOIL MIX MUST BE UNIFORM AND FREE OF STONES, STUMPS, ROOTS, OR OTHER 2. A MINIMUM OF THREE ( 3) DIVERSE SPECIES OF SHALLOW WATER EMERGENT
ALL PLANTS SHALL BE DIRECTLY DESCENDED FROM INDIVIDUALS GROWING WILD AND SHALLOW LAND HERBACEOUS VEGETATION.
SIMILAR MATERIAL GREATER THAN 2 INCHES.2. SOIL TEXTURE OF THE MIX USED FOR STORMWATER WETLANDS SHOULD BE LOAMY SAND, WITHIN 100 MILES OF THE PROJECT SITE. IF SUITABLE STOCK CANNOT BE OBTAINED, 3. A MINIMUM TWO-YEAR WARRANTY PERIOD STIPULATING REQUIREMENTS
WITH NO MORE THAN 10% CLAY ( USDA SOIL TEXTURAL CLASSIFICATION) .
PLANTS OF OTHER GENETIC PROVENANCE MAY BE UTILIZED WITH THE APPROVAL OF FOR PLANT SURVIVAL/REPLACEMENT. AT THE END OF THE FIRST YEAR
3. A MINIMUM ORGANIC CONTENT OF 10% BY DRY WEIGHT FOR AREAS PLANTED WITH WOODY THE LOCAL REGULATORY AGENCY, AND AGAIN AT THE END OF THE TWO-YEAR WARRANTY PERIOD, ALL
SPECIES AND 5% FOR TURF AREAS. PLANTS THAT DO NOT SURVIVE MUST BE REPLACED.
4. THE PH SHOULD BE BETWEEN 5. 5 AND 7. 0. IF THE PH FALLS OUTSIDE OF THIS RANGE, IRRIGATION MAY BE NECESSARY FOR SHALLOW LAND AND WATER ZONES IF PROLONGED 4. THE DESIGN FOR PLANTINGS SHALL MINIMIZE THE NEED FOR HERBICIDES,
IT MAY BE MODIFIED WITH LIME TO INCREASE THE PH OR IRON SULFATE AND SULFUR TO DROUGHT DRAWS WATER LEVELS 6' OR MORE BELOW NORMAL POOL DURING THE FIRST FERTILIZERS, PESTICIDES, OR SOIL AMENDMENTS AT ANY TIME BEFORE,
LOWER THE PH. THE LIME OR IRON SULFATE MUST BE MIXED UNIFORMLY INTO THE SOIL SUMMER FOLLOWING PLANT INSTALLATION. DURING AND AFTER CONSTRUCTION AND ON A LONG TERM BASIS. PLANTINGS
PRIOR TO USE. SHALL BE DESIGNED TO MINIMIZE THE NEED FOR MOWING, PRUNING AND
5. TOPSOIL STOCKPILE LOCATION ( IF USING ON-SITE SOILS) OR SOURCE OF TOPSOIL IF DO NOT PLANT CATTAILS. CATTAILS, ALTHOUGH A WETLAND PLANT, PROVIDE A HAVEN IRRIGATION.
IMPORTED TO THE SITE. SOIL ANALYSIS FOR ALL TOPSOIL TO BE USED WITHIN A BMP FOR MOSQUITOES AND WILL TAKE OVER AND CROWD OUT OTHER VITAL VEGETATION. 5. PLANT MATERIAL SHOULD BE PURCHASED FROM A SIMILAR PROVENANCE OR
FACILITY. LOCAL SOURCE TO ENSURE SURVIVABILITY.
PLANTING SPECIFICATIONS:
1. FOR EROSION CONTROL PLANTING AND BANK STABILIZATION ( UPLAND AREA) FOLLOW EROSION
CONTROL SEEDING SCHEDULE.
2. UTILIZE A 90-DAY SLOW RELEASE FERTILIZER TABLET FOR PLANTS.
3. PLACE 3 OR 4 INCHES OF QUALITY TOPSOIL TO THE SHALLOW LAND AND SHALLOW WATER REGI DNS.
THE PROJECT CAN UTILIZE THE EXISTING TOPSOIL BY STOCK PILING ON SITE AND AMENDING SOIL
AS NECESSARY BASED ON SOIL ANALYSIS RESULTS.
4. THE DETENTION POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION. CONSIDER
CONSTRUCTION SEQUENCING SO THAT
PLANTS CAN BE PLANTED AND THE POND CAN BE BROUGHT ONLINE WITHIN 14 DAYS.
ECF-'VE REVISIONS:
DEC 10 2014 Na BY DATE DESCRIPTM
BY:
POND VEGETATION PLAN
EAST PORT APARTMENTS
AT THE PARK
BEAUFORT TOWNSHIP. CARTERET CO. . NORTH CAROLINA
CLIENT: ECCDI DESIGNED:
GYT
ADDRESS: PO BOX 2400 DRAWN:
,,gH.nuhq/ BEAUFORT , NC 28516CAO GYT
•"••'«•• z/ ' PHONE : [phone]% CHECKED:
RDC
20 10 0 20 40 ¢QoSEAL�9`6. 9 66611" g STROUD ENGINEERING, P.A. APPROVED:
SHEET #6 OF 7 SCALE: 1 "= 20' �(,1�,,6` 7�Q ��Q. 151A HIGHWAY 24 RDC
PROJECT #: PM858-29 ^001 sy ,o►NE,,P.��. MORE 7- CITY N.C. 28557 DATE :
p � . (252) 47-7J79 LICENSE 'N�O.�C-0847
DES I GN, F I LE #: PM858/PM858-29 ^ 001 /PM858-29 ^001 DGN , '''��iia►%'``�,, -- — ��_ SCALE:
G G R Y.TURNER,PE 1 20'

RESULTANT THRUST AT FITTING TYPE$ OF THRUST BLOCKING
AT 150 P.S.I. WATER PRESSURE
CHAMFERED TOTAL POUNDS
INSTALL ONLY AT VAN-� IMAM +oAWr aEAO w w EE 1 P 11 Ile - FIRE HYDRANT. PUMPER NOZZLE TO BE -
5'-0' ACCESSIBLE HANDICAP Im DI FlW No REND MN/ Ko '"` - - PERPENDICULAR TO STREET
PAL i p� 1---"
SPACES (R7-8A) AdItlBtB BOX N
SLOPE M%SBRICKNSUPPORTS •" ,.IN 3.00 s.tm +.,m 00
. 2' S-9.SB1. A.300 NAMED
ASPHALT E' 9.10 13.F00 i,m NEED I-ND
SC40
40
THICKENED �•• GERr ONxPLUGSCREW2.400 _ z 3
FINISH GRADE 1D• 14.sm m.sm ,t•,m S.m
SIDEWALK / PARKMi -
+r m.sm s9.am +D.TDO e.mo A.000
COMPACTED (RT-8) ~ 18 GUAGE GALVANIZED ++' 35.Em la.4m E,Jm 14.00 a.4m a
SUBGRADE 95% ® SHEET METAL SIGN - w• ls.mD m..aD n.lae 1T.am ,•m0 '
1E' ,4.Em 61.A00 N•Am 11.6m D•Em
® „ N
8" CABC STONE _ FIN SHED GRADE
Eo' m.mD n.em ,D.Em
n 1. m.sm n,.mo EOAOD 31.im ts.4m
m• tm.sm +m.Em ma,D ALUM 23.60
'm x• 1E•Em E,4pD ,lT.a00 61.sm sssm
o I
XY TRANSIST ION 4" SCH 40 PVC a• oas.alD lm.DSD ,ro.Em sham 4a.,0o 2' SOUARE OPERATION NUT
SCALE: NOT TO SCALE = 8N) 0 OPEN LEFT ICOUNTEfl CLOCKWISE)
1.OX YIN. a• lw.am ,aD.am :sT.1m t,E.iOD m.Em
a COUPLING rR---
e TYPICAL SIDEWALK & PAVING SECTION SOH-40 IN a. l«.,m a.a.Em 2EING a.1m
o N
� 2" STEEL TUBE POST ^ q0" _I LINE WYE WITH Tx q'pyC CAP � (il�� @I����
o PAINT FLAT BLACK. SCX 40 STUB OUT BEARING LOAD AL
_. 2 COATS. men++ (LB./SOOFTJ J N LOCKED HYDRANT TEE
o - SOFT CLAY 1.000Wi�� ;
6 -0' 41-0. 6 -0 i I 500 '.:ic:.:'
1. MARKINGS SHOULD BE PLACED IMMEDIATELY AFTER AN INTERSECTION S lT 1. Q) ,ar:, ,: '!•...
SANDY SILT 3.000 SLOPE TOP OF
=QzrFINISHED AND SPACED AT INTERVALS NOT GREATER THAN 250 FEET THEREAFTER gANp 4.000 1. THRU LINE CONNECTION. TEE CORC. TO PROVIDE ems.;:;+i;:.+(::,'!!":. '•. 6' GATE VALVE
ACK OF RA OR AS DIRECTED BY NCDOT OR THE TOMN OF BEAUFORT. CONFIRM SANDY CLAY 6.0OO 2. THRU LINE CONNECTION. CROSS USED AS TEE. DRAINAGE FROM UNFORMED CONIC. ODIC- LUG
HARD CLAY 9.000 HUD. GRAIN -
-- -- --- pz MARKING LOCATIONS WITH THE TOWN. 3. DIRECTION CHANGE. ELBOW 3/4 " THREADED
N 2. REFER TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. RODS (COATED(
_ . of oQ SET POST IN LATEST EDITION FOR ADDITIONAL INFORMATION AND OTHER TYPES NOTE: 4. CHANCE LINE SIZE. REDUCER NOTE:SHOULD LOCAL CONDITIONS
GUTTER LINE/ 2 -- ? m4 _<I I. � 12' DIA. X 12' DEEP OF MARKINGS FOR BIKE LANES. 5. DIRECTION CHANGE. TEE USED AS ELBOW PREVENT CONFIGURATION
-- - --- - - a N o CONCRETE FOOTING 1. INSTALL CONCRETE DONUTS AROUND ALL CLEANOOTS.
F,ffi u _ 6. DIRECTION CHANGE, CROSS USED AS ELBOW SHOWN. RA JOINTS SHALL
FRONT ELEVATION SCALES NOT TO SCALE SCALE( NOT TO SCALE 2. IF LESS THAN 36'COVER. WIN d SERVICE PIPE SHALL BE DUCTILE IRON PIPE. T. DIRECTION CHANGE BE RESTRAINED.
Os BICYCLE LANE MARKING ® SANITARY SEWER SERVICE TO DETERMINE THEY THE of A CONCRETE THRUST BLOCK. DIVIDE
PLAN e HANDICAP SIGN 7 7 THE TOTAL FORCE BY TXE BEARING VALUES OF THE SOIL. THE ® TYPICAL FIRE HYDRANT ASSEMBLY
5'-0" WHERE R/W OUOTIENT WILL BE ET.SIZE OF THE BEARING AREA OF THE THRUST
S AVAILABLE OF SOILS AREAL ISTEDT IN THE TABLE. VNOURESPOOONSIBILIITTY CAN BE
'•� PER F7. SLOPE - ASSUMED FOR THE ACCURACY OF THE DATA IN THIS TABLE DUE TO THE
.WIDE VARIATION OF BEARING LOAD CAPACITIES FOR EACH SOIL TYPE. GL *
Pam (MBIK-INS
MI THELOCK WING
_- GENERAL NOTES-• BOTTOM W17X BRICKS
4 - • "�_- , \L -�- TO ALIGN WITHMAY
YESPECIFY OR LOCATION.
PROPOS DU ALKS.
.a .a 2.GRADE CHANGES FROM SIDEWALK TO RAMP M x RING d COVER S• METER
VALVE
TO BE A MAXIMUM OF 12:1. DISTANCE TO BE MANUFACTURED BY 17 DUAL BflA58 CHECK
GOVERNED BY GRADE. EAST JORDAN IRON ® THRUST BLOCKING DETAIL NOTES:
IS AVAILAXIL�
GOVERNED
CASES WHERE THE $PLOP LENGTH OF RAMP WORKS. OR APPROVED36'
SECTION A-A CAN BE ACxI VEER KEEP BACK OF WALK ON FINISHED GRADE EQUAL• 2 ENCASE
MINIMUM COVER EXCEPT UNDER DITCHES.
UNIFORM GRADE. 2- NCH WASHED STONE 2• ENCASE SERVICE Cliff IN PVC PIPE WHEREVER
(6 HICK) EX. EDGE OF 3. COORDINATE WITH TOWN OF BEAUFR07 FOR
SERVICE LINE IS INSTALLED UNDER PAVEMENT.
PAVEMENT TOP OF PAVEMENT
SCALE: NOT TO SC INFORMATION O1 LITER TYPE. SIZE. ANO R T R METER
/ 4. STAINLESS•STEEL INSERTS SHALL BE INSTALLED
II 10. i .00 IN SERY ICE TUBING. ggg ¢yF 11S p Hg
7 HANDICAP CURB RAMP 24' DIP SEWER/STORM SEWER 5. INSTALL CONCRETE DONUTS AROUND ALL VALVE PORT Al1FGRT
BOXES. BRICK SUPPORT
e ^ ". 10' EACH SI w• ••� 1' SERVICE LINE 200 PSI
ECCENTRIC CONE a NOTES: . .Xt[;'r a�,L1..x1"•
R1 OF CROSS I ,•X. I BLUE ENOOPURE 1
SECTION < 1.) THE DISTANCE FROM THE .K" L"3'+ DIP PIPE PVC PIPE CORPORATION STOP
ri TOP OF M.N. RING AND PVC PIPE OIP PIPE (MUELLER H 15008)
"0" RING JOINT OR w COVER AND FINISHED SERVICE SADDLE
BUTYL RUBBER JOINT SEE PLAN.
Y VARY WIDELY. Aq ' 4♦ (FORDS 70)
SCALE: NOT TO SCALE o
0
2.> SLOPE INVERTS AT SEWER TIE RODS OR
_ (1. 21 INTEGRATED DUCTILE IRON 9 LINE GRADE. ,
GRIP RINGS.
FRAME d COVER TO MATCH BASIN O.D. WRAP THE EXTERIOR OF ALL JOINTS .n 1 IP PIPE TTPItI
® STONE CONSTRUCTION ENTRANCE WITH POLYETHYLENE BACKED FLAT ;�zyP „�zk ,. ® WATER METER SET (CLUBHOUSE)
BUTYL RUBBER SHEET NO LESS THAN w ,fiSyx�;� ;�cxX•
1"16" AND 6` WIDE.
- NOTE: K
0 - 16' ASTM C-478 g PIPE SIZE D ALL PIPE. WATER AND SEWER PVC PLUG
LE55 THAN 24" 4' SHALL BE FERROUS MATERIAL
TYPICAL MANHOLE STEPS W - FOR 10' ON EACH 510E OF
IS) ADAPTER ANGLES 16' O.C. d SHALL NOT BE I 24"-30" $� CROSSING 1
VARIABLE 0• - 360• 6'MAX.STANDARO STRENGTH FABRIC ALIGNEO OVER INVERTS - - -
accoaolxc To PLANS WITH WIRE FENCE MORE THAN
6'MAX.EXTRA STRENGTH FABRIC WATER UNDER SEWER -
NITHOUT WIRE FENCE FLEXIBLE SLEEVES AT
2 PIECE ADJUSTABLE
(4) VARIOUS TYPES OF INLET A. OUTLET STEEL POST -
ADAPTERS AVAILABLE: 4" - 30" FOR WIRE FENCE ALL POINTS D< PIPE ENTRY
CORRUGATED HOPE (ADS N-12/HANCOR DUAL DOUBLE STAINLESS STEEL TAPPED PVC CAP VALVE BOX
WALL, ADS/HANCOR SINGLE WALL). STEEL POST FILTER FABRIC GROUT CHANNEL I STRAP W/RUBBER BOOT
N-12 HP, PVC SEWER (EX: SDR 35), BACKFILL TRENCH SLOPE 1:12 TYP.
AND COMPACT 10.00 10.00
PVC OWV (EX: SCH 40). PVC C900/C905, THE BACKFILL MATERIAL SHALL BE CRUSHED THOROUGHLY EXTENDED BASE 2"i' PVC PIPE S
CORRUGATED d RIBBED PVC NATURAL F N V
STONE OR OTHER GRANULAR MATERIAL WIRE FENCE _ ROUND
MEETING THE REQUIREMENTS OF CLASS IT PLASTIC DR Doe 1\ / /
MATERIAL AS DEFINED IN ASTM D2321. •- 4 WIRE TIES o " oo gee. UpSLOP 1' MIN. U57 STONE BEDDING ?'
WATERTIGHT JOINT BEDDING d BACKFILL FOR SURFACE DRAINAGE o 0 100% COMPACTION a CONCRETE BLOCKING
(CORRUGATED HOPE INLETS SHALL BE PLACED A COMPACTED 2' BRASS NIPPL
SHOWN( UNIFORMLY IN ACCORDANCE WITH ASTM D2321. NATURE 000p. .0 8'MIN UNDISTURBED GROUND FOR 4" d LARGER MAIN GATE VALVE
O. 2' BRASS
GROUND 24' . o O o 0 oR - COUPL LNG
• •••••• 8'OOWN'b W":::..'.'%. o o PVC WA R PIPE PVC PIPE DIP WATER PIPE PIPE
....•........•.•.. GRWARD LONG .. i
NOTES: I 'TI�E_TRE_NS_x .��'�
1. B' - 30' SOLID COVERS SMALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. II II n
2. 12' - 30' FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05• 8' d TO- SOLID _ 22 TYPICAL PERMANENT BLOW OFF
COVERS FIT DIRECTLY ONTO DRAIN BASINS WITH THE USE OF A PVC BODY TOP. 24' I I m
3. DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED II FABRIC II : CROSS SECTION ALL MANHOLES TO HAVE EXTENDED BASES
FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. I VIEW J~
4. DRAINAGE CONNECTION STUB JOINT TIGHTNESS SMALL CONFORM TO ASTM 03212 FOR CORRUGATED I 1 14 TYPICAL PI/'+A1 PR[T!♦AOT MAAiHOLE
HOPE (ADS N-12/RANCOR DUAL WALL). N-12 HP. 8 PVC SEVER /4` - 24'/ 1 11 CAL Cl.//"TO IVIFIIV PVC SEVER PIPE DIP SEVER PIPE 2'-6'
S. ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0• TO 360•. TO DETERMINE MINIMUM ANGLE " t0' EACH SIDE
BETWEEN ADAPTERS SEE DRAWING NO. 7001-t10-012. M CROSSING FINISH GRADE
6. 12' - 30' SOLID COVERS SHALL MEET H-20 LOAD RATING.
T. 8" d 10" SOLID COVERS ARE RATED FOR LIGHT DUTY APPLICATIONS ONLY& NO CONCRETE COLLAR INSTALLATION NOTES:
NEEDED FOR LIGHT DUTY RATING. SCALE: NOT TO SCALE
1. THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER THAN THE MIDDLE OF THE FENCE. WATER OVER SEWER WATER OVER SEWER PRECAST 6" THICK•CIRc0.AR
Qp CONCRETE COLLAR/PAD
CHECK WITH A LEVEL IF NECESSARY. LESS THAN 1V11 0 13000 PSI)
2• INSTALL POSTS 2 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON STANDARD APPLICATIONS. REp R THAN
.18 m
7 NYLOPLAST DRAIN BASIN WITH SOLID COVER 3. INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT FENCE. AND AS CLOSE RE AS POSSIBLE .GREATER IfIAN 10
e TO THE FABRIC. ENABLING POSTS TO SUPPORT Y F FABRIC FROM UPSTREAM WATER PRESSURE.
4. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FABRIC. VALVE BOX
5. ATTACH THE FABRIC TO EACH POST WITH THREE TIES. ALL SPACED WITHIN THE TOP 8 INCHES OF THE • BACKFILL WITH SAND FROM g
FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE AT LEAST _ TRENCH EXCAVATION.ION. COMPACT 18 F
1 INCH VERTICALLY APART. ALSO. EACH TIE SHOULD BE POSITIONED TO HANG ON A POST NIPPLE WHEN TO 95% MODIFIED PROCTOR ® CROSSING DETAILS
TIGHTENED TO PREVENT SAGGING. IF UNDER PAVEMENT OR WITHIN - a
DOWNSPOUT FROM ROOF o
6. NO M APPROXIMATELY 6 INCHES OF FABRIC AROUND THE ENO POSTS AND SECURE WITH 3 TIES. 10 FEET OF ANY PAVEMENT
T. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOVE GROUND LEVEL. OR OTHER FOUNDATIONS
PIEDMONT PIPE DOWNSPOUT ADAPTERrc S. THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS BEFORE COMPACTIIMMEDIATELY
N.
NE w
9. COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL IMMEDIATELY NEXT TO '1' SLOPE WALLS 70 ANGLE OF 17�/4" FOR 2" SER. NEW GATE VALVE
FOR ALL GRADE.
SIZES CONNECTED THE SILT FENCE FABRIC WITH THE FRONT WHEEL OF THE TRACTOR. SKID STEER. HE REALER EXERTING AT o: REPOSE OF SOIL OR PROVIDE
BELOW GRADE. SIZE TO BE LEAST 60 POUNDS PER SQUARE INCH. COMPACT THE UPSTREAM SIDE FIRST. AND THEN EACH SIDE TWICE � SHORING. -
DETERMINED (OR APPROVED EQUAL) FOR A TOTAL OF 4 TRIPS. 131/4" FOR 11/2- SE A -
BACKFILL USING MATERIAL NO LEAD FLANGED BALL NO LEAD FLANGED BALL '
FROM TRENCH EXCAVATION - ANGLE METER VALVE ANGLE METER VALVE WATERLINE
N AND COMPACT TO 901E -
MODIFIED PROCTOR.
METER �
NO. 57 STONE BEDDING FROM ---
suT FENCE " I MINIMUM OF 6' BELOW PIPE TO
{�-.• MIN STEEL p05r . TOP OF PIPE. NO LEAD
SCALE: NOT TO SCALE I a � BALL VALVE
WOVEN WIRE FABRIC PIPE DIA.+ 24" -
18" LOCK GAP 23 NEW GATE VALVE & VALVE BOX DETAIL
DOWNSPOUT BOOT HARDWARE CLOTH KZ7T _ - - - 7
IF
TOP OF LILT PINE - FILTER OF 051 I _
WASHED STONE \ � .0 ,,;•�' �'�•++->, ^` '`} .+F 1' IRON FINISH GRADE
DUST BE AT LEAS( +• i' IRON
ABOVE THE r0P W .. 16'NIx 15 BRACE PIPE
"on
EDE�„ THE ,ASKED lTDNE. -:_ 1, 9 SEWER PIPE TRENCH .`�` �'�ram.,; * ryr41r.v'tr ''S•"!�z i BRACE PIPE
IPAOYED EWEL APRUI ON GROQNO / t '`�"`� '"�; 4j1 S yu c4 t �� T
'M i1LTER FABRIC •".;:: § ••' w x - WM fix'Yw'• '• e LMgC5CA5pPT NIRGON
.. 'v. T. P..,e.•.c ...a._i'!;::<.. Tt J :s. VALVE BO ON
- . . SHED
6•- SEED BED PREPARATION ELEVATION 12' OF#57 WA
:'. \ STONE BASE NEE GATE VALVE
.-' ♦eLIRY 6. OPPER EDGE LICE_____________________________ 2 TONS/AC SEE PLAN FOR S12E
'. 5I .•: S+ OF FILTER I� TFABRIC 10-10-10 - 1.000 LBS/AC -
WINIY ■IR[ FENCE. BWY WIRE FENCE AND 4' ________ ________________
$ L �pYE SEDI�EIT WHEN HALF OF STONE dl1�L¢T IS COVERED. I FIBER FABa�it. HARDRUW CLOTH SURFACE ROUGHENING: IF RECENT TILLAGE OPERATIONS HAVE RESULTED EXISTING WATER
PLACE STOE AS NEEDEO TO ENSURE OE TIRING. II AND xARONARE 0 MAIN
�{E ttOD+ IN i M. IN A LOOSE SURFACE. ADDITIONAL ROUGHENING MAY NOT BE REQUIRED ��/�p
C; VAR ES arm Pmr SET 1-- EXCEPT TO BREAK UP LARGE CLODS. IF RAINFALL CAUSES THE SURFACE COVER � w, 3^
NM Y ~NI OUTLET SECTION VIEW r
OUTLET FRONT VIEW 1. Has MID,NNAW TO BECOME SEALED OR CRUSTED. LOOSEN 17 JUST PRIOR TO SEEDING BY
N�TI, ALL TTO�WNRIMIN PIP BG To DISKING. RAKING OR HARROWING. GROOVE OR FURROW SLOPES STEEPER 0 s 5 ZC
B`i1 NI -DRMuidN�I�M(lf� 11 N�Nm6�2 sTOxE 'J ,`�FL y �.O � TAPPING SLEEVE 5(`JEptA
WATTE VARY.
y PV WATER MAIM
THAN 3:1 ON THE CONTOUR BEFORE SEEDING. /��f
TEMPORARY SEEDING MIXTURE 3�P �hIL �� NOTE:
(D MBER 1 - PRIL 15) `� �' g BACKSIDE TAPPING OF EXISTING WIN SHALL BE APPROVED BY THE ENGINEER PRIOR TO
MINN PIPE DIAMETER RYE (GRAIN)______________________ 12D LBS/AC
DIMNs)a'H 30-HALL p-Y L ED•HALL - KOBE LESPEOEZA (SCARIFIEDI---50 LBS/AC INSTALLATION OF TAP.
31 i, 1R' 1R' te' SCALE: NOT TO SCALE (OMIT ANNUAL LESPEOEZA WHEN DURATION OF TEMPORARY COVER IS NOT SKID RESISTANT
SURFACE ® TAPPING DETAIL
4'i• 2A' m' m' R DYAt +R' TO EXTEND BEYOND JUNE) MATERIAL SHALL BE 24
SCLE1 NOT TO SCALE - 1O (APRIL 1S -AUGUST IS PULL SLOT (2) LIGHT WEIGHT POLYMER
® SILT FENCE AND OUTLET GERMIN MILLET--------------- 40 LBS/AC 9 CONCRETE
5 (AUGUST I% MR R 30) 9'z6" IRON READER UD (((
e DODO IAII CT RYE (GRAIN)--------------------- 25 LEIS/AC PINTA HEAD / \ FR � REVISIONS:
DROP IVLL MpUNp BACKF ICI OVER MFrTLLIC TRACING TAPE IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYON JUKE 15. LOCKING BOLTS (2) ^� - \
TRENCH TO ALLOW FOR 7 ABOVE ALL OVERSEED WITH 50LB/AC KOBE.) DECq q 4'. NO BY DATE DESCRIPTION
SETTLEMENT PVC WATER MAIN 264' QC i J LollU I GYT ///p/I4 TECH REV COMMENTS
PERMANENT SEEDING MIXTURE Ala
FINISH GRADE TALL FESCUE---------------------- 60 LBS/AC 9`S P GYT /2/3/H BED'DIIIG STONE
-�A,�.1 " SELECT BACKILL (SAND-FILL) - BY:
ROCK DOUGHNUT I w I « COMPACTED TO 97% MODIFIED PENSACOLA BANIAGRA55------------- 50 LBS/AC
TEMPORARY INLET j PROCTOR IN AREA TO BE PAVED
PROTECTION• TYP ♦i iv SERICEA LESPEOEZ----------------- 30 LBS/AC
NCOOT MS OR � i « ♦ \ / KOBE LESPEDEZA___________________ 10 LBS/AC
NCDOT 05 OR
A37 WASH STONE LLA55 B RIP RA CLASS B R]P RAP (12'MIN TNICEKEI z 1 / UNCLASSIFIED BACKFILL a Y / 1. FROM SEPTEMBER 1 - MARCH 1. USE UNSCAR IF LED SERICEA SEW
l t2'YIN THICK) 85% STANDARD PROCTOR • 2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE ��' 30'
TO 30 LBS/Ac To EMsuRE PosrnvE DETAILS
�P METALLIC TRACING TAPE 1' SELECT BACKFILL COMPACTED DRAINAGE, THE VAULT
^ S l ABOVE ALL PVC WATER WIN TO 95% MODIFIED PROCTOR- 3. WHERE A NEAT APPEARANCE IS DESIERED. OMIT SERICEA AND -
n INCREASE KOBE TO 40 LBS/AC. SHAIN LL HAVE AN OPEN
SELECT BACKFILL COMPACTED / c USE NAND OPERATED EQUIPMENT q. BETWEEN APRIL 15 AND AUGUST 15. ADD 10 LB/AC GERMAN MILLET BOTTOM TO ALLOW
INSTALL REGULAR FLOW SILT SACK T �I TO 95% MODIFIED PROCTOR- .,, ONLY.
���� OR 15 LB/AC S(GRAIRA55. PRIOR TO MAY , OR AFTER AUG 15. ADD DRDIMENS THROUGH STONE• EASTPORT- AT THE PARK
i*M'N U55 BYDACEFNENVIRONMENTALUTAOCRTAPPROVED EQUAL( W / N USE ONLY.
HANDOPERATED EQUIPMENT ;; i 25 LB/AC RYE (GRAIN). DIMENSIONS (INCHES)
SACK TO BE MAINTAINED AND REMAIN � Y / i PERMANENT SEEDING MIXTURE ISNALES d DITCIESI A B g
•, O IN PLACE UNTIL ASPHALT PAVEMENT 'I TRENCH BOTTOM SHALL CONSIST COMMAON BERMDAGRA55-------------- BD LB$/AC - 18 " 303i�{" �., �� BEAUFORT TOWNSHIP , CARTERET CO. . NORTH CAROL I NA
IS COMPLETED.
TRENCH BOTTOM SHALL CONSIST OF FIRM. STABLE MATERIAL 8 MULCHING BOX - DESIGNED:
OF FIRM. STABLE MATERIAL d PIPE DIA. + 16" SHALL PROVIDE DIN(FORM SUPPORT
PIPE DIA. + 16' SHALLGPROVIDENUNIFOR PIPE.
THROUGHOUT LENGTH OF PIPE. STRAWIWHEAT. OATS, BARLEY.RYE)----- 1-2 TONS/AC (AFTER SEEDING) MOUSE HOLES (2) CLIENT: EASTPORT AT THE PARK , LLC
(STRAW QUALITY SMALL BE DRY. UNCHOPPED d UNWEATHERED) 4" X 4" OPENING WITH IN X� RDC/GMT
KNOCKOUT ABOVE OPENING
MAIN A N 3 OF COVER OVER ASPHALT TAa--------------------zoo cL./TON of MULCH - ADDRESS: PO BOX 2400 DRAWN'
SCALE: NOT TO SCALE PIPE OR E D T IRON PIPE 1. APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT. NETTING.OR
BEAUFORT , NC 28516 GYT
WATER PIPE TRENCH DETAIL 12 WATER PIPE TRENCH DETAIL A$MU'LCCH ANCHORING,�. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED NOTES; XX,,CN sGARO ''Pi 1) PIPING TO BE 'NO LEAD' BRASS AND COPPER TUBING. METER �� P CHECKED:
6 ROCK DOUGHNUT TEMPORARY INLET PROTECTION e OUTSIDE PAVED AERA ® AREA TO BE PAVED 2. A CHANNEL LINING MATERIAL (SEE DETAIL BELOW) SHALL COVER THE BOTTOM OF INLET AND OUTLET TO BE EQUIPPED WITH FLANGED BALL ANGLE o ••••••••0 V 's PHONE : [phone]
7 SWALES 6 DITCHES. THE LINING SMALL EXTEND ABOVE THE HIGHEST DEPTH OF FLOW METER VALVES. .�, •�F2S3�O•••tiy'�
WITHIN GIVEN CHANNEL. ON CHANNEL SIDE SLOPES ABOVE THIS HEIGHT APPLY STRAW 2) CUSTOM SETTERS SHALL BE EQUIPPED WITH STANDARD LOW Q PIPS RDC
Cw� i
AS PREVIOUSLY INSTRUCTED. BYPASS WITH BALL VALVE AND PADLOCK WINGS. j¢ S�./•Li_ �� II A STROUD ENGINEERING, P.A. APPROVED:
MIA I NTENANCE 3) CUSTOM SETTERS SHALL BE AS MANUFACTURED BY MUELLER, ,
IF GROWTH 15 LESS THAN FULLY ADEQUATE. REFER71LIZE IN THE SECOND YEAR FORD, AY MCDONALD, OR APPROVED EQUAL. • 36970 ' 151A HIGHWAY 24 GYT
WITH 500 LB/AC 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED 4) ALL BRASS COMPONENTS SHALL BE 'NO LEAD' BRASS MEETING MOREHEAD CITY, N.C. 28557 DATE "
FROM THE MIXTURE. RESEED. FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY- - UNS C89833 AS PER ASTM B584. ��i O� �PJs'Q',��
SHEET #7 OF 7 (252 47 7479 LICENS 0. C-0647 10/28/14
PROJECT #: PM858-29 �001 1s SEEDING SCHEDULE 1s 1-12" & 2" METER VAULT ��°''�.�F��DD:�P���,, � �� _� 3 `� SCALE:
DESIGN FILE #: PM858/PM858-29 -001 /PM858-29 -001 . DGN e ® N R Y.TURNER,PE AS NOTED

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I PHILIP A. COLLIER. CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL CPS SURVEY MADE SURVEYORS CERTIFICATE
eP UNDER MY SUPERVISIONI. CLASS OF SURVEY : ANDCLA THES A FOLLOWING INFORMATION WAS USED TO PERFORM THE SURVEY: Z ,
S I T E 2• POSITIONAL ACCURACY: 95 PERCENT CONFIDENCE LEVEL. 0 I
I 3. TYPE OF CPS FIELD PROCEDURE: RTK I
4. DATE OF SURVEY: SEPTEMBER 3 2014 1. PHILIP A. COLLIER, CERTIFY THAT THIS PLAT WAS -i I
I . pOF S. DATUM/EPOCH: DATUM NAD83/2011/9:OOAM- 4:OOPM EST DRAWN BY ME FROM AN ACTUAL GROUND
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8. COMBINEDD GR MIDFACTOR: I-OOOD00000 o"� H'IR iq NOT SURVEYED ARE CLEARLY INDICATED AS DRAIN FROM
9. UNITS: FEET .`Op INFORMATION FOUND IN BOOKS REFERENCED ON THE FACE OF
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AT THE INTERSECTION OF THIS PLATs THAT THE RATIO OF PRECISION AS CALCULATED IS
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TRAODTREET i
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CHARGE FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION:
1y' ti THAT THIS TOPOGRAPHIC SURVEY WAS PERFORMED AT THE 95 PERCENT
END DEDICATED RIGHT OF WAY �� CONFIDENCE LEVEL TO MEET FEDERAL GEOGRAPHIC DATA COMMITTEE
VICINITY MAP : BEAUF ORT V NC 8 IN 60' WIDE NON EXCLUSIVE EASEMENT ^ STANDARDS$ THAT THE HORIZIN4TAL ACCURACY IS 0.1'+/-. THAT THE
N 0 T TO SCALE 08.1390 PG•200 /�� EX.SAN.NH. VERTICAL ACCURACY IS 0.05 -/- AND THAT THE ORIGINAL DATA WAS
l r/ RUN- io.e OBTAINED ON SEPTEMBER 02. 2014. THAT THE SURVEY WAS COMPLETED ,
f INVERT.. 0.5 ON SEPTEMBFR 03,20141 THAT THE CONTOURS SHOWN AS BROKEN LINES ,
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F - 7• PROFESSIONAL LAND SURVEYOR L-4396 DATE,
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,
I R/W - RIGHT OF WAY I
I S54 Ot 17'W _P gF - SQUARE FEET
I - EIP EIR - EXISTING IRON ROD SURVEYED' I I 1 EIS - EXISTING IRON STAKE CLIENT•, ECCD1
ECM - EXISTING CONCRETE MONUMENT
FIR - FOUND IRON ROD OWE SEPT- 2014
Plies - PKLL TNAIII ROD ADDRESS : PO BOX 2400 DRAWN:
CONc - CONCRETE PP - POWER POLE BEAUFORT , NC 28516 PAC
tq 100, o' 100, 200' 400' TRANS - TRANSFOORRMEER PHONE : [phone] CHECKED:
EX - EXISTING PAC
I t DI - DROP INLET ,
s� CATV - CABLE TELEVISION
PED - PEDESTAL ,� STROUD ENGINEERING P.A. APPROVED:
SSM( - SANITARY SEWER MANHOLE s PAC
151A HIGHWAY 24
SCALE: IN - 100' T MOREHEAD CITY, N.C. 28567 DATE :
I SHEET 1 OF 1
(252) 247-7479 LICENSE NO. C-0647 11 /07/14
PROJECT NO•PM858-28-904 - _ -_ - _ --___ - _ SCALE :
DESIGN FILE:PM858-28-004 RECOMBINATION OCT 2014.DGN PHILIP A. COLLIER, P.L.S. 1 "=100'
I I
I I
I I
1
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