SW8120110_APPROVED PLANS_20120213

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
C79 APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

as
LEGEND
i z
3 POSI77�E D 77 S�'ALES w
PPS f RAINAGE {I.E. AS REM)
NO STANDING TO
MORE
NOT RELEASED FOR CUNSTRUCTION
t �P
I 1
POSITIVE DRAINgG SWALES
1 ... E {I.E. NO Qb TO A-�.
,+ ,wok .� ... -� STANDING WATERSORE -•--��
\\ S �-,_ _- PP ARE FEI
INV `.-�_
Iig
"4 Ti + 8 ROOF DR GqA VEI �-
EIP - EXISTING IRON PIPE 50 SI TE
EIS - EXISTING IRON STAKE
SIS - SET IRON STAKE f
ECM - EXISTING CONCRETE MONUMENT ELEV ® = TQ-- 0.50' 9�
EPK - EXISTING PK NAIL *TOP OF CURB (TC) ELEVATION ELEV ® =0— 0.33" � '1
MBL - MINIMUM BUILDING LINE (SEE GRADING PLAN) CONSTANT ELEV T + 0.06" S
R/W - RIGHT OF WAY ALONG ENTIRE PARKING BAY. ELEV ® =rrCj+ 0.20' 4j STERN BLVD
EOP - EDGE OF PAVEMENT
COI CONCRETE
WM - WATER METER PARKING QG
SSMH - SANITY SEWER MANHOLE o, h'�• ZI
PP -POWER POLE Q m m Q E7S o1
LP -LIGHT POLE "+ 4 2% �0% afl -
27.
_�..
DI -DROP INLET '" �- FRONT OF CURB
CB - CATCH BASIN 0 C CURB O a FACE OF CURB m o
INV. - INVERT o oa01'� --BACK OF CURB l =
_z_ s OVERHEAD ELECTRICAL LINES GRASS ow ao GRASS { '1
(L ,• CENTERLINE SIDEWALK FRONT EDGE I 1 � GI M BRANCH ROAD
- DISTURBANCE LIMIT
- DOUBLE CONCRETE BLOCK FILTER CONC SIDEWALK \ ',
= SILT FENCE SIDEWALK BACK EDGE
HANDICAP RAMP ELEVATION SCHEMATIC VICINITY MAP -NOT TO SCALE
NO SCALE l �L f
RpAD PP O �. %
GIRT
1 ' ~ 43.59 S.
EASEM£N7GRESS' EGRESS I' I
171r.. �lxTr�R �(8 tlNrTs1 .3 � PR F$:4¢, PG:
�x�x SL: S-18g I 1'
1 `_ '--- XCE 5 � NER
SITE DATA BLOCK. OFFEATURES
/ Existing use (s): Vocant/Undeveloped ` \
Proposed use(a): Multi —Family Low to `_ \
/ Moderate Income Apartment Complex
Total S.F. of proposed buildings: 121,611.56
Square footage of existing building (a):-0— \ �\
Building Height: 56' MAX.
/ Number of lots:
Type of unit 2—Story Multi —Family Apartments
Current site zoning: B-1 & TCA
E(s Proposed site zoning: 8-1 d: TCA
Total aareage: 14.39
Total area to be disturbed 9.0 AC.
total number of structures: 7 \. `•
number of residential bldgs: 8 `
number of units per bldg: 16
number of unite: 88 units
Structure Type: type 2 (wood structure)
Open Space Required: 1G5.600 Sq.Ft.
Open Space Provided: 441,06a Sq Ft. \ ��
Density. 6.12 Units Per Acre
ownership status : BHP WESTERN �\
tax map and parcel number: 330-10.10 d, 330-18.43
33a-10.53 di 335-18.54
330-10.33 do 338-18.34
Deed Book:1460, Pago:396
Deed Book:3863, Page:164 `
\ `
Map Bank:61. Page:153, SLIDE:N--107
Utilities Provider. JOEMC
Water & Sewer: City Of Jacksonville
Land Use Designation: High Density Residential do Regional � _ �— _ \
LOT COVERAGE: 29X (184.814 SQ-FT.) N�5 ~
OF
� \4fl4 � �
WETI-ATVD$ LAVE/-~ _ MI \
_,,.� FaacE_
36" RCP
\` EwSnNG 12' WATER MAIN
RCP r a0 +
ere
�J ..................
INV �J4r \ XIs��
W
Xi571hIG a 111I MAIM � �r _J�— INV • ^ {f�
l � r
as
CP
1�� t 2i14 RC 1
I I
18 RCP
ers� ._�N_- 1
1
I � 1
1 1 I AS ` 1
1 1
1
1 Ns � 1
MIT
of
+ 7
Ic
EiS 1
+ 1 R
- -
48" RCP I q
1
�r
� o.
f
TOTAL UNIT COUNT: 1 1
YJS� 8- 1 BEDROOM 1r 1 1 1
40 - 2 BEDROOM 1
INV
40 — 3 BEDROOM
• �,� � � DRAINAGE BOUNDARY DRAINAGE AREA SUPPLEMENT
/ GRADING, DRAINAGE &STORM WATER PLAN
/ (TRIG. TO POND) OF
WELLINGTON GROVE
s�>� / /
DRAINAGE BOUNDARY PREPARED FOR
�► .� / ��, / EAST CAROLINA COMMUNITY
(OFFSITE _ NOT TRIB. / DEVELOPMENT, INC. TO WE +h� ► aA�
� N POND) JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC C A�
� REVISIONS.RQ �/� PREPARED BY
/ 4/4/11 PER CITY COMMENTS .` . • F S8j ��
4/14/11 PER DEVELOPER COMMENTS : QQ °ti�.2 = JOHN L. PIERCE & / ASSOCIATES P.A. may 10/12/11 PER TRC COMMENTS—Z-
11/1/11 PER TRC COMMENTS _ S�Z NORTH CAROLINA LICENSE No. C-1888
11/15/11 PER TOM ANOERSON i8ra8 f��
11/17/11 PER PAT DONAVAN—POTTS a•.,, ' 405 JOHNSON BLVD. JACKSONVILLE, NC 28540
12/14/11 PER CITY 5rpRMwATER F, : PHONE: [phone] DATE: DEC. 21, 2011
12/21/11 PER ENGINEER i 1tCr�E�P �� „ ,
1/16/1 P� owo �'�i��k. Nh`NS���""! ,1 •� SCALE: 1 =60 F.B. N/A PG. N/A
JOB # E-mail: Brianowypnc.com
Crystal Coast Engineering, P.A. GRAPHIC SCALE
' Civil and Environmental Consulting Engineers 60 0 30 00 120 240
David K. Newsom, PE
John R Freshwater PE
• 3817-3 FREEDOM WAY, HUBERT, N.C. 28539
PHONE: [phone] - FAX: [phone]
License No.: C-2553
+a
11;
( IN FEET ) 1i�a//2�1
1 inch = 60 ft. SHEET OF

'+ I r i .....__. .I.---il . .1......_e__IA-11 ..,.. ..L.. :,'_......_j.I - --a, i ,,' .. __ . i'.t .ii'._L7 31:_.'LI-.
NOW OR FORMEPLY CURVE TABLE LEGEND IDS z
HPS&R INC. STREET -SIGNS NOTES: "
LOT 4 CURVE CHORD BEARING CHORD RADIUS ARC q3 EIP = EXISTING IRON PIPE 70
00
ILA
Ift HPSdcR INC. C1 Na2'26'S4'w $4.$9 51329.58 $4.$9 "
pn
EIS EXISTING IRON STAKE 1. ALL STOOP SIGNS WALL BE R1-1 HIGH INTENSITY PRISMATIC, 30 . MOUNTING HEIGHTDB:1310, PG:514 z C2 NB5'08'12'w 48114 5829.58 482.28 O� � .mn9Pp Me: 62. PG:180 � � � 9 SIS = SET IRON STAKE TO THE BOTTOM OF THE SIGN. U-CHANNEL POSTS SHOULD BE USED FOR MOUNTING. � �
•1-_ - �``��t3�.�' (UNDEVELOPED � N05�D0'20 E 371.74 530.g0 377.35 n �__) ItC4 S03'W0� M25 300•40 85• ECM =EXISTING CONCRETE MONUMENT STOP BARS SHALL BE USED fN ACCORDANCE WITH MUTCD. g1 3-- ` UNDCvELOp a C5 S35-07-27-W 308.49 300.00 324.01 NOT RELEASED FOR C NSTRUCTION EPK = EXISTING PK NAIL 2. STREET NAME SIGNS PLACED AT EACH INTERSECTION, 9" HIGH SIGN FOR THROUGH * v
I�i `' - 1 3�3-�3�3__3 Exrs7lNG BUF Ce N3W40'12"E 349.68 380.00 363.37 MBL - MINIMUM BUILDING LINE TRAFFIC AND 6" HIGH SIGN FOR TRAFFIC REQUIRED TO STOP. STREET NAME SIGNS SHA t -A 'IOP
V
t �� 3�3 FER - j a C7 539.32'23'w 284.12 300.00 295.98 Nbw DR FORMERLY R W = RIGHT OF WAY G I N �3"-- P c 76'0 'DS"E 257.28 655,17 M84 MARINE FEDERAL CREDIT 07 / HAVE A GREEN BACKGROUND WITH WHITE INTENSITY LEGEND AND BORDER. (THESE Q
P M6:35, Pc: zoo, sL:J-7o7 EOP =EDGE OF PAVEMENT SHOULD BE PLACED ON TOP OF THE STOP SIGN USING A POST CAP WITH BLADE HOLDS N '1
I � � 'S`-�T�,q 3~a � C8 S7a'02'29'E 185.21 a55.17 18b.84 EIS O Fj
/1� I1 ; '� y _ ��� CIO S442913Yw 201.00 300,00 204.97 (ZONED a-1) CONIC.- CONCRETE AND CROSS PIECE.) 0
`/�1 1 a7 _ ` a~�� G11 S15'33'05"w 118.27 300.00 119.05 (DEVELOPED) WM = WATER METER
3. PLACE 24"X30" R2-1 25 MILES PER HOUR SPEED LIMIT SIGNS MAXIMUM 200' FROM THE Q-
�- I r _�� SSMH = SANITY SEWER MANHOLE Q�
y � --- �t� �� PP =POWER POLE BEGINNING OF THE ROADWAY, AND WITIN 204 OF EACH INTERSECTING ROAD. ALL SIGNS I
/ I 1 t , 16 i ' -�'�- IIIIIIIIIIIIIII�_ �i� PP LP =LIGHT POLE WILL HAVE A HIGH INTENSITY PRISMATIC BACKGROUND WITH BALCK LEGENDS AND r
I ~ -- !� ~` BORDERS.
N ► I � �l� >� -tip_1111111',, 11 3 -3` -. DI =DROP INLET 4. ALL CROSSWALKS SHALL MEET THE MUTCD NCDOT STANDARD HIGHWAY DRAWINGS N 11 1 mot^ ` w '~- ��-- 7�r u, CS = CATCH BASIN d w�
�; 1*9i ' �- -�` � INV. - INVERT (SHEET 1205.07) AND CITY OF JACKSOVILLE MSSD REQUIREMENTS FOR A CROSSWALK. U tx
,�I 1 II , k - � •-- _ � > `~ "' ' - - `�- 3��_ a z" = ALL PAVEMENT MARKINGS ON CITY STREETS WILL BE THERMO-PLASTIC. � 1$ �'# a � ` - -_ WIRE EENCE -E- OVERHEAD ELECTRICAL LINES J
4 !� ewo - _ �9' -X- =FENCE 5. STOP BARS SHALL BE A MINIMUM OF 4 BEHIND THE CROSSWALK. B �`',�
"' ' .* ~ ~ ~ zO' IN -- 6. ALL TRAFFIC CONTROL DEVICES SIGNS, PAVEMENT MARKINGS WILL MEET THE FEDERAL
1 I % 1 � � w 1vR (j = CENTERLINE ( }
AbD 0 BE AL vEG.Er M
'..A % I �`+ . ~ � �* , LErr A774 \ - _ MUTC NC SUPPLEMENT TO THE MUTCD AND CITY OF JACKSONVILLE MSSD STANDARDS. " � VICINITY MAP -NOT TO SCALE
?";..; S S 2475 CAROIINA \ UNDISTL > _�j N
, Ie Q)a :
';'r:•"+410, „• 1 ` PARK AVENUE --Y ti ` -10' p QED` _ C
4 ` \ POND LANDSCAPING NOTE: GAZEBO 1 6l.DG 3 LpRtic Roo �P IJ �IQ'�
� �".^�. T '�Ahf� 1 20 SHRUBS PER 1p0'. AND 1 TREE PER 25•. /�IO(1 S�:•FT. �PLA-H O5ED fi• �` "-"- ,� ,."'q
'`'';y,hr:?.'i.:yC,j'j::,%>,'�^'..•T„ i POND AMENITIES: / MINIMUM -- =�P��
1�u� (�1 I
. '::..,y,; 1. SHAPE - ` PRfVAC7' PENCE `� bUPFgP. p l . PIP O Ill
� M.B, - MAP BOOK
,� 1,, `, z. SEATING G BL - �' 4 ' ` ' ^� _ _` + �:� N 40 2Q'33• E G D.B. =DEED BOOK
,w' , \ 3. LANDSCAPING 00D g U DG. 3 1 ! - �� D ` ~ MAI (TO TIE � 79 !'12, Cr1 '<
X ::. � -
�' .:'.1..,.. ::...::.:. .... 2 STORY gU EDR OM/ SrDING _ ' "- -- I r 30' - ova 4 ' � ' 70+ SA I PG. =PAGE
r 1 EIS EXISTING IRON STAKE
' \ 1 s.. { rLDrNc (B UNrrs 1 n A PRaaoseo B� -_ E'�SfMENT PER EG +ES$, � t = SET IRON STAKE
5I5
�' _ aL ,.F 4,yg y ENCE < _ _ _ �` k�X PP M$: �4 1�EGl� 1 EIP EXISTING IRON PIPE
`� Tor R . ) •-Erz PRIVACY F -
k '� ' -� , r� 9, 707, T �7 WO $LJ _ - - ` a `"-k pG: 2g, E$$ ,a 1 ECM - EXISTING CONCRETE MONUMENT
' o' - Cr ~` DOUE9.E �X - � 5-169.5 1� SPK - SET P.K. NAIL
�. i24.3' rA ' ¢ 25. DD sruu u 2 _ 1-x •� SL: H
\ �ooR r pe A ' `- 2 2�3 R w/ slDr "- afir � NOTES: -I 1, A�� A Boar G �L '� -� VD 2 )
' xoR aEDRo N 1- WINDOWS TO HAVE LOW-E GLASS.~E (BM) BENCHMARK {NC. 9
+q G BOOR 'IRE, _ PE C ENCLOSURE dt 1 R/YY -RIGHT OF WAY
.:.:r.;;:_tr;- -. -'erg+!:..;;:: .•..;:;'ri•r'- w `� � FL r R FLDD 3(18 UNI ADDRESS: -
\ TM \ ��o \�5;'. r r, rorAL sF Ia,s41.5� 2075 CAROLINA RECYCUNO COLLECTION 2 QUALITY EXTERIOR SIDING SHALL BE VINYL f SRICK. Gf7gyE� RGf{�~_ 3� 70 M.B.L.s MINIMUM BUILDING LINE
AREA IN
yy ,� _ .•1'..r,._ / = 'ram 2r,2e,3 FARK A�EnIUE 3- PREFINISHED EXTERIOR TRtM INCLUDING FASCIA, SO'F T~RNLI d CA CENTERLINE
\ \ \ �" _ R4 Op��° 06 5 7 ' �* BIDc z j PORCH POST. - X� SL - SECURITY LIGHT
­­'�-"" iv;?'.�:; ` ,- - ,�" If
,L0 APT. A-P V CB PP =
\ 4 .fI•, ,a♦. ';, O_G �I , f 1 4- PROJECT WILL INCLUDE 5% TYPE "A" UNITS + AN - - `� IN CISIN� 1 PP = POWER POLE
♦ �¢ 5 ,. 40; 1 LP POWER POLE / LIGHT POLE
\ $ . � ts' S a�IQ 5% TYPE A UNITS WITH ROLL -IN SHOWERS. - _ . ii - E- E-- POWER LINE
�53 , ,' '* ��¢ �`' R 73 RA' I HANDICAP 5- TOTAL UNITS INCLUDES 10-UNITS (10?f;) TARGETED TO PERSONS WITH �,'' �' �, 1�' 1 Co = CLEANOUT
9 " !��¢ �P CAP RAM i DISABILITIES AND OR HOMELESS POPULATION. Lq
,„� rr8' WV =WATER VALVE
�"', r-�:x 1~. rI,�F"`\� h 49' RA➢. s• RAN�P' `� +. .'� �,,,. '.'`�.,. :.'w if ,•,,., _1 " RCP U3 q1 r
�, `' P g o E 6- LANDSCAPING SHOWN AS CONCEPTUAL, LANDSCAPING TO MEET OR I
wM WATER METER
`?�+, ''' : �'� ��. < DI „ R FH FIRE HYDRANT
"` ► ^ , `� ASPNALT� �) g INV X P AVE EN „ r 1 =
i
,r #4 .„ A➢➢REss: ti IN h f� DICAP c '.s•.:. E - MANHOLE
�x 2 -75 CAROLINA 39 S. : r- -.4 RAMP �s' HANDICAP 7- ALL SITE (AMENITIES TOBEHANDICAPACCESSIBLE AS REQUIRED. `~�� E 1 H
E I ST SEPTIC TANK
\.., - - 1\,, . PARK AVENUE .`� 2 Pa 34 RAD. RAMP I SITE AMENITIES/FURNISHINGS INCLUDE: -��IN ` 1 RCP _ MENT
' A E � i� sQ 1 TB TELiD'FfOPIE BOX
SANITARY
BLOC
� '"y ,'y APT. A-P ':4` ..s �asi INT. I Qj GAZEBO (100 SQ.FT. MIN.) 0S( ....,. -.., 1
V EOP EDGE OF PAVE
\\ `` Is .- N;1 ` } � .; uANDIMPAa � y \ a, . - I ' I� PICNIC SHELTER (150 SQ.FT. MIN.) 1 1 r' a - TRAFFIC FLOW EXISTING
\ �. % \ Exr. * 4D' 4 , .4,, j ! 1N "� BENCH IMTH BACK - 8 % � +r 1 f+u =TRAFFIC FLOW PROPOSED
�� `, •� 400 S.F, i T5• yq ExT, ,� PLAY :,.� .. r PA I I PLAYGROUND 1 1
l ' . NT. �o EXT. 40 CROUND = TOT LOT s' . ' "' TOT LOT
V't% � i `t a*'�* 26 S.F 300 S.F. � � ~� �Q �s I I n I 1 FO FIBER OPTIC CABLES
} �.> COVERED OUTDOOR SEATING AREA COVERED PORCH V 1 FES - FLARED END SECTION
'1L ' I �' _ _ _ PICNIC TABLES 4 1
' , ` PROP �. a RAM AP\, I ' m W M /� Exr. % o _ _ I ►- BBQ GRILL - 2 ' I� 41 1 11 ) - PROPOSED STEEL SECURITY UGH
♦ , •� a PLAY CH w 400 S.F. z
HANDICAP �-t 04 FIELD FREERTAMM BACK INT1 � U M j � � 8- ALL SIDEWALKS WILL BE FREE OF CRACKS AND DAMAGE PRIOR TO THE � I � 1 1 * -PLANTS do SHRUBS
RAMP ` �,,�----w ',: PICNIC DaeuE 10' ISSUANCE OF A FINAL CERTIFICATE OF OCCUPANCY. SANITATION_ ,
BEN W/ . Ct eAre-s-a►E ,: ;j . +' S o ---- (SEE LANDSCAPE DATA)
INT. 5> a�s(2) Q-1� ( o� I 9-- THE OWNER OF THIS PROJECT MAY BE ELIGIBLE FOR A PARTIAL REDUCTION .V ` BA 6 S.F\ �� y VARIES '" ' N'
15 >t15 0 � m b z T' N � 1. IN APRIL 5, 2011, THIS LocATION wA5 APPROVED FOR (3) 1 '
�f_ % E:cT• �5� ,� t` ,9 >� I,Cm I IN THE MONTHLY STORMWAIER FEE THAT WILL BE ASSOCIATED WITH THIS 8-YARD DUMPSTERS. ENCLOSURE SHOULD BE AT {EAST 8 1 , 1
1 " 400 S.F. W �\ \/ I exT. '�` BENCH w/ w V, DEVELOPMENT. TO QUALIFY FOR A FEE CREDIT, THE OWNER WILL NEED TO FEET IN HEIGHT OR THE HEIGHT OF THE DUMPSTERS � � ' 1 1 1 1 - SMALL
TREE DATA)
\\!! r'-"--_I 453 S.F. SL -I zql tS
/ a , , BACK 0- m 5 - I PROVIDE TO THE CITY ENGINEERING DIVISION UPON COMPLETION OF THE WHICHEVER IS GREATER. THE DIMENSIONS FOR AN ENCLOSURE , SEE LANDSCAPE D
\ n c+ o,9,; SHOULD BE 11 EET IN WIDTH AND 12 FEET IN DEPTH WITH ' 1 LARGE TREE ,
�L `, o N� `" \ EXT. ._r a N II j f I PROJECT A COMPLETED CREDIT APPLICATION ACCOMPANIED BY COPY OF HEIGHT OF ENCLOSURE TO BE AT LEAST a FEET OR THE ` ! � 1 1 (SEE LANDSCAPE OATH)
I F \ \ 2 s T In - � THE STATE -ISSUED STORMWATER PERMIT AS WELL AS, A COPY OF THE SITE PLANS. HEIGHT OF THE DUMPSTER wHICHER IS GREATER ! ' 0 1 1 %z SF =SILT FENCE
�, �� ,y� 453 S.F. G p m C N
` ` `` ,p '1� \ GDVERED__ �__ �' y L, a c 0 1 D- THE EXISTING DITCH BANKS ARE NOT TO BE DISTURBED AND IF EXISTING DITCH 2. IF PLANS ARE FRO ONE (1) ENCLOSURE FOR ALL DILWPSTERS, ! 1 GW - GUY WIRE
V �� \ �` \\4 � . y� rs SEATING AREA -F41t; -� Z I BANKS ARE DISTURBED, THEY SHALL BE REGRADED TO HAVE 3:1 OR FLATTER THE ENCLOSURE sHouui 8E 33 FEET IN WIDTH AND 12 FEET us EB - ELECTRIC BOX
���I , ` 1 d � `° " ct '� 0 L � n IN DEPTH WITH CLEAR ACCESS TO DUMPSTERS INSIDE THE 1 1 N +OD.00 - EXISTING GRADE
�\ \V3 ,�' +1 J j SIDE SLOPES AND THE CENTERLINE GRADED TO PRODUCE POSITIVE DRAINAGE. ENCLOSURE• �{j 1
Y n 4 ' ,`, N� �'� �' X BENCH w/ �ry��S ���y N I aP `+ 4k* 11- VERTICAL DATUM IS NGVD 1988. 3. PROPER DOOR STOPS SHOULD BE IN PLACE FOR THE DOORS W ' 1 1 � -
\ \� '. t.t. / 9 EXT. SACK iI c� I A P + TO STAY OPENED D�JRIMG THE COLLECTION PROCE55 AND � 1 1! -1 j R ,ME PROPOSED GRADE
NOW OR FORMERLY m S s �o # 5ofl S.F. f aP 12- ALL OPEN AREA BETWEEN BUILDINGS TO BE USED AS OPEN SPACE. $
EMMERDALE, L.0 ` \ °`� s y 1? ADDRESS: CLOSED WHEN NOT IN USE. THE DUMPSTER PAD SHOULD SE PP 1 1�
yr �►, qp INT, 50' I 13- EXISTING DITCH BANKS ARE NOT TO BE DISTURBED. IF DISTURBED, DITCH BANKS 1N ACCORDANCE TO crrY SPECIFICATIONS AND COINCIDE tMTH ' ' TP - TOP OF PAVEMENT
MB:50, PG:214 N \ w - , ". a I 2075 CAROUNA ' 1 N
DB-2654, PGA306 OQ \ ♦ ---A ` \ "'•!_P In � GO ': 603 S.F. • �, ,� � '� ; ; .{ PARK AVENUE 5.5' THEY SHALL BE REGRADED AT 3:1 OR FLATTER (RETAINING WALL MAY BE REQ'D). THE DIMENSIONS OF THE ENCLOSURE. 1 � 1 p TW - TOP OF WALK
` \ T�• �. ji t e DG , 1 I SO =CONCRETE BOLLARD
{TONED 7CA} �� < < <o o P S•���, . ++A�QtcAP ~'' •r I . • . - Aar. A-P 14- RM-S SETBACKS TO BE APPLIED TO THIS PROJECT: ' us \ 1
(DEVELOPED) ` `, �� ��' P : �aDk ' -1 rWi FRONT: 25' \ 1 M0 ` 1 11
�j � ` `\ �♦ \ e a r'S•�' s .t. \ �PC h � . *I REAR: 25' i %- STOP SIGN
4HANDICAP I ' '.r] %\ 1 1
= r i \ �`` ��` \ �, s��Q•c s' AD, '9' 1p ( +� INT. .�' RAMP I SIDE: 6' ' ! ' 1 1N DBL -DRAINAGE BREAKIJNE
r- ` � , ♦ \: s � R 5 _p s1p. �NDI P 1.400 S.F. Q 1,02 s.F.'• ` I 15- THERE ARE NO AREAS OF ENVIRONMENTAL CONCERN OTHER THAN THOSE SHOWN. W ` ' 1 • - HANDICAP PARKING SPACE
ADDRESS. , �..._ 1.516 S.F.+�ALT RAMP PROP• INT.
� Z \ �\ `, . s. �► 16- THIS TRACT IS IN ZONE X PER FEMA MAP 370178-4378J DATED NOV 3, 2005.
2075 CAROLINA ASPHALT �• `L4Fi S.F. Qi t♦l
w z O `� . PARK AVENUE ? > l �0 6 -' .� •� o, 17- ALL EASEMENTS ARE PUBLIC UNLESS NOTED OTHERWISE. 1 ! 4 1 1 n - DRAINAGE FLOW DIRECTION
\ BLDG 5 � --�H41d � � �' A � � 18- NATURAL VEGETATION MEETS REQUIRED SCREENING AND BUFFERING AND SHALL BE 1 � 1 ,, W
• ♦ K APT. A-P I ♦ 1 �� I 1 �1 '� =HANDICAP RAMP
�. ¢ o �� �\ , \ p , } 0.\ye 1 MAINTAINED IN ACCORDANCE WITH SECTION 115. ' uy t
�\ / \ % 1`%�.•S A D 1 1 ' " "- - - GRADING LIMITS
�f l�
' \ \ �S h A 1 8, SL 40J�* 1W , 9s S. . \ . s� L2a) � \0 I, 1 - DI - DROP INLET
N
Q i
mac^ ` P� /` �♦ E 1 CALCU AT10 REOUIftED LANDSCAPI G A: TRACT 1-c 11,1B -JUNCTION BdX
1... ••^'-r �' ' ;:. +,. L,.' c :# FIRST I -V BACK HAND {CAP ♦ I' ,\'.
CALCULATION ASEAL TRACT 1-B, 1-C, TRACT '-D 1� ! 1 i =
�� Ck '� :1 1 ADDRESS: WOOD STRucTUIRE wrl-slDlNd I TYPE A ` u CTT CAROLENA TELEPHONE
' / I rRsr RA •Ir ♦ ♦`S ON WE,iTfRN BL1D & CAROLINA
S �. � I ODOR ) o Vehicular surface area existing: -0- S.F. FOREST eLw. 1 \ ,ni 1 AND TELEGRAPH
///
,� / .r \ 2Dh5 cAROLwA 2&3 8 DRI]OM \ CJ; CAROLITIA FOREST INNS 'OR LLC. ' I DU@E =DRAINAGE AND U11lJTY
q- ,, 1 PARK AVENUE z STORY BUILD14No-(yetlrrl I--- - --- T. \ f' Total vehicular surface area proposed:119 643 S.F. ,, 1 1
.. Si• \. \ Bloc 6 ♦ N ! ' MB; 62, PG 153, SL: N-187 1 EASEMENT
OJT ��+� i APT. A-P S•F. PER FLOOR 10,641.5 { 03 S. iTt1 Impervious Surface Area (w/o buildings):119,643 S.F. (UNDEVELOPED) 1 v�, 1 1 ® = PARKING BUMPER
T� MG /� '". � M>� \ rorAL s.F. = 21,zB3 `� \' Impervious Surface Area (w/ buildings):184 814 S.F. = u, EB - ELECTRIC BOX
E'(� ' �`�PRO� ��a-� \ Re aired landsca in 14,357.16 S.F. 1 1 HC • =HANDICAP SIGNAGE
b "� M • n Required interiorpandscaping: 7178.58 S.F. 1 !
%tt
/ �c t :: 5 coNC. _ I 1 11
LANDSCAPING DATA
*+,.: �� ....' .. 9 Pr vided interior I nds i 1 585 O S F 1
0
O
*'. ., . :.:F'JL ::
:., -.. Okfll lY11..... .... ,4if.:.igdNlorl - i'' . .,
v ............ 'L....
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..:...
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ri1.A`
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SIDEWALO'
11
`\ 50' ACCESS �
` UTILITY EASEMENT
`. (PRIVATE))
\i i
I.
r �.
. I
1
1
1
I 1
I
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AC
CESS CCESS dr
4 UTILITY EASEMENT
,( (PRIVATE)
1'
1 O'X70'
SIGHT
` /i TRIANGLE
1. ��y,� i \
.. \� V-\
`� \\ '�
o a cap ng. f
PLANTS:
Provided exterior landscaping: 5,330.0 S.F. ', ' � 4, � '1 11 1 1 1
Total Provided landscaping.- 16,915.0 S,F. ABELIA GRADIFLORA 1 l
p 9• LEATHERLEAF VIBURNUM r, 1
Onsite disturbed and exposed: 14.39 acres GOLDMOUND SPIREA 1 i W� ` 1 1
Impervious Surface Ratio: 0.297 INKBERRY
J of trees required: 19 I 1 1
# of trees provided: 33 BLUE RAG JUNIPER 1
# of shrubs required: 59 LILYTURF LIROPE 1 I 1
# of shrubs provided: 153 LOREOPATELUM Zj / ' ' INy� 1
POWER COMPANY: JOEMC 3'� \ 'r V 1 ��.
WATER AND SEWER : CITY OF JACKSONVILLE SMALL TREES: 1 1
NEW JERSEY TEA �'� `I I \. �
AMELANCHIER CANADENSIS OF DDT , 1 1 .' ` \
CREPE MYRTLES �� �O�_ =/,,� � 1 ` $• ` i�'
One space per un it(low- moderate LARGE TREES: - � � WV 00 I 1
Income apartment complex): RED MAPLE �" �' / F ' ��C'1a
88 units = 88 RIVER BIRCH '�_ * WI`� W y1 S_' S��rt`�`� 1`
20% reduction: -0- WLLOW OAK 1 � � SpNb ., d! / \t_0�_ 1 1
Total required spaces: 88 ►1w_ � \ 1
H/C spaces required: 10 -;/
Htandard spaces required: 78 - 5 - / �' _ 1 y1\� ` 1 I 11
/C parking spaces proposed: 10 11 as
Compact spaces proposed: -0-t - _ 1
Standard 0! - � f parking spaces proposed: 1$4 1
Total parking spaces proposed: 194 '5 � ; �' / / ` 48" RCP 1 1 Ik
Parking spaces existing: -0- i ����D * / / -, r I 1 `,� % 1
_ R� \
i o, 11
/ V, O \1 1
\ ti
• 0 8 YDK TOTAL UNIT COUNT: 1 03 ` W 11
/ Pv ' 9 -- 1 BEDROOM 1 1 1
40 - 2 BEDROOM \
^4
40 - 3 BEDROOM
!NV
1
/ � PARK(NG DATA- ) ~,
TOTAL SP • 174
ACES.
/ tl MANDICAP: 10 1 1
/ rtt 1
/ / 1
/
/ N1t1111/lI
� R t"i
/ / /�'/ 20 -.0 1s • °OC/'':
�� = =
t; ,, / - S -
\ e / 1B -
,� ' ��/ �� e..:s EAST CAROLINA COMMUNITY
% \ GI>y��• a ' ❑EVELOPMENT INC
I' \ 1 / it►Ili ' tik
s �� I\3�)
;,�, �'`\ \ I` � `� T . ', ', //� SITE ADDRESS:
r `� FS �� � � � i' HAN \ % k Is+�'^j - � / 2075 CAROLINA PARKA NUE
��-- R ia�� w , /
� Soya r2" � � � L..,. .. �� � "� / BE�SI�
_ W, -
INV 4f . _ _ TAN_ _,I
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M "�__���:�� IIIIIIIIIIIIIIIII­IIIIIIIIII` �_ ���_ �
CAROUNA PARK AVENUE .. �
- 65' R/W (PUBLIC) - ~" --- •
MB; 58, PG: 45, SL: M-1119
CA a/l3 ja \A \
SITE PLAN do LANDSCAPING PLAN �1'�
'
OF .
WELL( N GTON GROVE* \
PREPARED FOR
F • \
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC \
PREPARED BY
JOHN L. PIERCE & ASSOCIATES P.A.
NORTH CAROLINA LICENSE No. C-1888
405 JOHNSON BLVD, JACKSONVILLE, NC 28540
PHONE: [phone] DATE: NOV. 3, 2011
WDICAP / 10,A2/11 PER TRC COMMENTS N/A
RAMP / / 11/1/11 PER TRC SCALE: 1 "=60' F.B. COMMENTS ■ PG. N/A
r- X 'I- - . _5�iWlyollz�'
& ODERR -
.'cur -our
TO BE BUILT - c1 0l )
L 4.`
,/ / 4114A PER CITY ECOMMENTS
• 4/14/11 PER DEVELOPER COMMENTS
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
John R. Freshwater, PE
3817•-•3 FREEDOM WAY, HUBERT, N.C. 28539
PHONE: (910) 325-DO06 - FAX: [phone]
License No.: C-2553
JOB # - Email: Brian J®J1pnc.com
GRAPHIC SCALE
a 30 OO 120 240
( IN FEET )
1 inch = 60 ft.
SHEET OF M
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LEGEND
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DESIGNER'S CERTIFICATION
I hereby certify that, to the beet of my abiiity, this plan has been
prepared in accordon with the latest City of Jacksonville Manual of
Specifications and St d Details and City Code.
Slgnatur
Printed Njbmj 4 Title
Date: 11MIX Registration Number.
J4
Z
101
1 PP 9
FES 7-
V S
7fN`T�'��-�g-��y'
9
4 y a9`��
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PJ 59 "aoo SucouR1 Ems"
2 Sr'0,r I BEDROOM/ SIDING
S. "07AL �L00>3 4 8UNF r5Y
707.1 43.5
51.08,
48-----J ai
/•" F
•7 ij � \i
kA
OWNER/DEVELOPER'S CERTIFICATION
1/We hereby certify that all site construction. drainage and grading
Will be done pursuant to this plan and that the applicable
Stormwater Management conditions and requirements of the City of
Jacksonville, the State of North Carolina and the Federal Government
and Its agencies are hereby made part of this plan.
Signature:
Printed x
Title: Date:
"I ft,
48�
W.
SITE
EIP - EXISTING IRON PIPE :0
EIS - EMSTING IRON STAKE 19
SIS - SET IRON STAKE
ECM - COSTING CONCRETE MONUMENT
EPK - E)aSTING PK NAIL 0.33 STOP OF CURB {TC) ELEVATION ELEV ® ©- O.50�
® ®`
MBL - MINIMUM BUILDING LINE (SEE GRADING PLAN) CONSTANT ELEV ® ¢ ®+ 0.06'
R/W - RIGHT OF WAY ALONG ENTIRE PARKING BAY. ELEV =©+ 0.20' yh• WESTERN BLvD,
EOP - EDGE OF PAVEMENT 1
CONC.- CONCRETE ASPH. QG'
WM WATER METER PARKING 1. Z
SSMH - SANITY SEWER MANHOLE I EIS
PP - POWER POLE � 4a ��
DI - UGHT POLE
INLET N ` - 4 - 0% ` 4 2% FRONT OF CURB �¢� a
CB - CATCH BASIN C CURB U a FACE OF CURB Q uj
ul
m
INV. - INVERT o � d SACK OF CURB x
a� 50- ,\ 1 1 -E- -OVERHEAD ELECTRICAL LINES GRASS ap GRASS
/ y y GUM BRANCH ROAD
-. s° ° '' 1 -X- . ENE c SIDEWALK FRONT EDGE
��eytANi E LIMIT s i 9 9 9 1 MI
�� 18LF. C TE BLOCK FILTER
° / J N CONIC SIDEWAf K
NCF � � ,h � s r
\ E \ i ! ,� . SrLT FENCE ' o--sol { 4g� �� l \ h° SIQAWALK BACK EDGE a
I VICINITY MAP - NOT TO SCALE
HANDICAP CRAMP ELEITION SCHEMAl1G'5 r <1�
, s NO SCALE ��- - v I �L4 4 1 `� Le e n d
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_. _ -� 4B p - IfV � 1��
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_ _ _ so �9 /° - ' ~ - _ PAR MB: 44,G: & /'Gl�rc, I 1m ° 1 ' S yo 1 SILT FENCE — �—
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f0,841) 46 E �- . , �48 _ ` 9 VE[�O�c _ �n9$ 48�1I
4$1.01.2$ s f�43�4 �84� ¢s "�t'��----- d s�' PRE -FORMED SCOUR HOLE
a / 47 (20 "''� •-� c� le - >„I-! - A k 45 7 a I f h CB 1 s°
$ s� `' "�� 4�46 I ? 1 ' S1r1 )RIP RAP SCOUR PAD (RRSP)
41 J
f , 49�� ��1�� �\ �i 9\4 4s 1 \ 51 kXCAVATED DROP INLET PROTECTION (TEMP) 1
T'9
— M1 ) ' / I 1 1
J ��� r - _sa s 57 } BRIC DROP INLET P�ROTECTION (TEMP) 1 E1
r y
j V A 5 9 9 e}`'�`i 1/ �% RC 1 ��03 1 Q BIPCK & GRAVEL INLET PROTECTION (TEMP)13
r-51
i 1t TEMPORARY SEDIMENT TRAP
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AM
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CFIEC AM _D
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p� ) A9� 1 y�0 1 I 1
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MP 1. 1 48 , 1
48� C48�
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;a VARIES)
ry me R' f iI 48 ��`� 1 1
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V ,a� % � _ g �. INN
GRADING, DRAINAGE & STORMWATER PLAN 1
OF
�47 ' , = WELLINGTON GROVE
AID
PREPARED FOR
✓-4�, ,� .<\ �tp�4S / EAST CAROLINA COMMUNITY
/ ` �DEVELOPMENT, �C INC.
X� `,� .� N. C R �}� sip
,rcGSS,...%�
C / /
/ _i ,� JACKSONVILLE TOWNSHIP, ON SLOW COUNTY, NC
,� PREPARED BY
�„ , , REVISIONS:y`, JOHN L. PIERCE & ASSOCIATES, P.A.
4/4/11 PER CITY COMMENTS %:�I_�,�P' q,�e ��� NORTH CAROLINA LICENSE No. C-1888
QS p 4/14/11 PER DEVELOPER COMMENTS �i S �'
a _ �--� \ ' : ► , �f 10/12/11 PER TRC COMMENTS '�i K. �� 405 JOHNSON BLVD. JACKSONVILLE, NC 28540
c 1• A 11/1/11 PER TRC COMMENTS ''�rllr 1111}'`
• 4 ti ,' � 11/15/11 PER TOM ANDERSON { rJ j , PHONE: [phone] DATE: DEG. 16, 2011
47 a , ^ _ ; , 't: // x 11,117/11 PER PAT DONAVAN-POTTS Y 1 1 SCALE: 1 f1=60/ F.B. N/A , PG. N/A
, / / 12/14/11 PER CITY STORMWATER
m
--��4� ,� / °�J � 8 JOB # Email: Brian )®jlpnc.co
01 y 9 Crystal Coast Engineering, P.A. GRAPHIC SCALE
e• ��8 � �A� �
i 1 Civil and Environmental Consulting Engineers eo 0 so so 120 240
is
d
David K. Newsom, PE
John R. Freshwater, PE
3817-3 FREEDOM WAY, HUBERT, N.C. 28539
PHONE: [phone] - FAX: [phone]
License No.: C-2553
( IN FEET )
1 inch = 60 fL
SHEET & OF JZ J
- "r --- -- - • ';i -
i r, r�-r-�`f'T5
-,i�-: •, ;T}I r.,".3. -1 i. .,.i :.r
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1

FES
INV-43.S9
FES
IN V-44.OQ'
/
y
I
�� , •IAA' nur. e
50_
CONSTANT POND SURFACE AREA 17,277 S.F. 8 EL= 44.00
1.5' DESIGN SURFACE AREA = 23,684 S.F. a EL- 45.33
APPROX. TOTAL POND VOLUME = 68,910 CIF
ACTUAL FOREBAY VOLUME = 14,296 CF (20.7% OF TOTAL VOLUME)
CONTRACTOR SHALL INSTALL STORMWATER POND AND EMERGENCY SPILLWAY CONCURRENT
1MTH EROSION CONTROL MEASURES AND USE POND FOR TEMPORARY SEDIMENT STORAGE.
AFTER PERMANENT GROUNDCOVER IS ESTABLISHED, CONTACTOR SHALL DEWATER POND AND
REMOVE ACCUMULATED SEDIMENT AND RESTORE POND TO THE GRADE AND CONTOUR
INDICATED BELOW. ALTERNATELY, THE CONTRACTOR MAY "OVER -EXCAVATE" THE POND
DURING INITIAL INSTALLATION TO ALLOW FOR SEDIMENT ACCUMULATION. HOWEVER, AFTER
PERMANENT GROUNDCOVER IS ESTABUSHED, THE CONTRACTOR WILL BE REQUIRED TO
DEMONSTRATE TO THE ENGINEER THAT THE APPROPRIATE GRADE AND CONTOURS ARE
PROVIDED.
Extend liner to the higher
of the SHWT or 100 Year Elevation.
p S.H.W.T.111 48.0'
IOev. or 0
(100 yr storm) --_-- 3
Inlet Pipe (Size &
Material per Drainage Plan
Undisturbed
Native
Material
10' Veg. Shelf
•
\ NORMAL POND (ELEV. 44,00)
•
Treatment Pond - Plan
Scale: 1" = 30'
SEEDBED PREPARATION NOTESi
L SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN.
P, AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
TOPSOIL 3' DEEP. TOTAL SEEDBED PREPARATDON DEPTH SHALL BE 4'-6' DEEP.
3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE
SURFACE SO THAT THEY WILL NOT INTERFERE WITH THE ESTABLISHMENT AND
MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION,
AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM.
4. 7 NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING
( IO IONS ABOVE. IN ADDITN, PROVIDE 15 LBS/10D0 S.F. OF SUPER
PHOSPHC.
5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST
REPORT,
6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL
DURING SEEDBED PREPARATION.
ELF
V6TTIONS SCHEDULE
LOCATION
6A1'
DESC$IPTICK
MAIN POND BOTTOM
ELEVATION
33.000
'A2'
FOREBAY BOTTOM
34.00s
'B'
PERMANENT POND
44.00
'C.
TEMP. STORAGE
45.33
'D'
10 YEAR STORM
45.39
'E1'
100 YEAR STORM
45.58
'F'
MIN. BERM ELEV
46.58
lw INDLUDES REQ'D 1' SEDIMENT
STORAGE ZONE
10' Veg. Shelf
Ncc
—4�—
��47—
t It 49 48
�4 Y
GENERAL SEEDING SCHEDULE
NOTE, ONLY AREAS ABOVE THE VEGETATED SHELF MAY BE SEEDED/MULCHED.
VEGETATED SHELF SHALL RECIEVE PLANTINGS AND/OR SOD PER THE
VEGETATED SHELF DETAIL.
SPREAD 4' TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM
GRADE PRIOR TO SEEDING. APPLY LIME AND FERTILIZER AND WORK INTO
SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY.
APPLY CLEAN STRAW NULCH OVER SEEDED AREA AND ANCHOR SECURELY
WITH STRAIGHT BLADE DISC IN FLAT AREAS AND WITH ASPHALT TACK
WHERE SLOPES EXCEED 4;L
MATERIAL APPLICATION RATE
LINE 2 TONS/ACRE
20% SUPERPHOSPHATE 600 POUNDS/ACRE
FERTD-IZER(1D-10-10) 1000 POUNDS/ACRE
APRIL - JULY
FESCUE, KY-31, 50 POUNDS/ACRE
BERMUDA {HULLED) 10 POUNDS/ACRE
JANUARY - MARCH
FESCUE, KY-31 50 POUNDS/ACRE
BERMUDA (UNI-IULLED) 20 POUNDS/ACRE
RYE <GRAIN) 25 POUNDS/ACRE
SEPTEMBER - NOVEMBER
FESCUE, KY-3L 50 POUNDS/ACRE
MULCH 2 TONS/ACRE
ASPHALT TACK 300 GALLONS/ACRE
NOTE, OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REGMEMENNTS,
HOWEVER, WEEPING LOVE GRASS SMALL NOT BE USED.
Embankment shall be constructed of uniform native material (free of
excess silt, rock or gravel, debris or vegetative matter) compacted to
95X of maximum dry density in accordance with ASTM D1557 (W-12"
Lifts)
Outlet Structure
(See Detail)
" 000 yr storm) SZ
Vegetated Shelf Plantings
(See Planting Scedule) Elev. "C" 1-1 2""St r e lev
Elev. "B` Permanent Pond 4 Elev. "B"
Draw Down Orifice
o Assy. (Sae Detail) 1
--- c t E a
"Overexcavate" Pond by 24" and _ -- m `� $
Backfill with 12" compacted clay = - - o c (A Ch 1 ' " Elev. "A-1" Bottom _t
w - i -
- -
material (see note) & 12 topsoil - _ - - - - _ - -
- Elev. "A-2" _ - s
M07E CONCERNING POND LINER
Paid liner shall be constructed of 12' compacted clay material
(hydraulic conductivity < 1 X10-• cm/sec) either obtained on -site or
from offsits source. Contractor shall provide hydraulic conductivity
test results to assure material meets the above requirements.
Alternately. Contractor may provide an HOPE Liner with equivalent
effective hydraulic conductivity.
12" Clay Liner• - "'12" Topsoil Vegetated Shelf Plantings
(See Planting Scedule)
ay
Treatment Pond - Section
Scale: None (Vertically Exaggerated)
12" Clay
12" Topsoil
PROPERTY
CORNER
NOTE:
VEGETATED SHELF PLANTING
SCHEDULE
1} Planting scheduleapplies ONLY
filter if applicable).
to the vegetated shelf and/or vegetated
pond Dimensions & Layout
2) Prior
to planting, Contractor shall
establish correct and unitorm grade and
spread 4" topsoil material over oil
areas to be planted.
Scale: 1" = 30'
Contractor shall plant the upper 5' of
Contractor shall plant the lower 5'
of
vegetated shelf (i.e. above normal pond) with
vegetated shelf (i.e. below normal
pond) with
3 different varieties from the below list.
3 different varieties from the below list.
NOTE VELETA D SHELF PLANTINGS
Contractor SHALL include vegetated shelf plantings into his scope of
Acceptable Shallow Water Plant
Varieties
Permitted Shallow Land Plant Varieties
work. These plantings shall be installed Immediately upon completion
Botanical Name
Common Name
Botanical Name
Common Name
of fine grading activities. Upon Installation of selected species,
pond to normal sp
contractor shall fill pool QR shall be responsible for
Herbaceous Plants
Herbaceous Plants
periodic irrigation of plantings to ensure their survival. Engineer
CANNOT certify this stormwat_er facility until such time as Month"
Acorus subcordatum
Sweetflog
Asclepias incomato
Swamp Milkweed
are installed and demonstrated viable.
Aiisma subcordatum
Water plantain
Carex tenera
Quill sedge
Hydroleo quodrivolvis
Waterpod
Chelone globra
White Turtlehead
Iris virginica
Blue flag iris
Eupotoriadelphus dubius
Dwarf Joe Pye Weed
Juncus effusus var. pyloei or
Eupotoriodelphus fistulosus
Joe Pye Weed
solutus
Soft rush
Eupotoriodelphus moculatus
Spotted trumpetweed
Ludwigio app.
Primrose willow
Hibiscus coccineus
Scarlet rose mallow
Peltandro virginica
Arrow arum
Hibiscus laevis
Holberdleof rosemollow
10' Veg. Shelf
Pontederia cordate
Pickerelweed
Kosteletzkya virginica
Seashore Mallow
Sagittaria latifolio
Duck Potato
Lobelia cardinolis
Cardinal flower
3
5' Above
5' Below
Sagittaria lancifolia
Bulltongue
Lobelia elongata
Longleaf lobelia
Perm Pond
Perm Pond
Soururus cernuus
Lizard's tail
Lobelia siphilitica
Great blue Lobelio
Schoenoplectus tabomoemontani
Soft stem bulrush
Rhynchospora colorato
Starrush whitetop
Seed mulch and/or
Schoenoplectus omericonue
Threesquore bulrush
Saccharum baldwinil
Narrow plumegrass
and
Schoenoplectus pungens var.
Shrubs
Centipede Sod (See Genera
pungens
Aronia orbutifollo
Red Chokeberry
Planting Schedule)
Scirpus cyperinus
Woolgross
Cepholonthus occidentalls
Common Buttonbush
2izaniopsis millocea
Giant cutgross
Clethro olnifolia
Sweet pepperbush
"Shallow Land" Vegetated Shelf Plantin7Shhtelf
Permanent Pond
(See Veg. Shelf Planting Schedule for1
" Elev. 6
Minimum planting density shall
be 50 plants
Minimum planting density shall be
50 plants
acceptable varieties and planting densi
per 200 sf. Therefore, Contractor shall
per 200 sf. Therefore, Contractor shall
3
provide 1.060 total (= each
variety) Shallow
provide 1.083 total (� each variety) Shallow
"Shallow Water" Vegetatlantings �1 3:1 Bottom Slope
Water Plantings.
Water Plantings.
(See Veg. Shelf Planting for
acceptable varieties and planing density)
Vegetated Shelf - Typical Section
6' Min
erm
» w
Berm. ev.
�1111=1i—lI1N" 11=1I=_
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• Drainage Pial
Anti-Sel
(See De
Emergency Spillway (Elev. per Site Plan)
Collar Outlet Protection ��� Q► rCAAq•k
(See Erosion/Sod.,:
Pion)
41
STORMWATER POND DETAILS BY
REVISIONS
10/31 /11 PER CITY
11 /2/11 PER TRC
12/21 /11 PER CITY STORMWATER
OWNERS
BHP WESTERN
405 JOHNSON BOULEVARD
P.O. BOX 1685
JACKSONVILLE NC 28540
[phone]
do
CAROLINA FOREST INVESTORS LLC
722 LYNCHBURG DRIVE
JACKSONVILLE NC 28546
[phone]
DEVELOPER
EAST CAROLINA COMMUNITY
DEVELOPMENT INC.
108 PROFFESSIONAL PARK DRIVE
P.O. BOX 2400
BEAUFORT NC 28516
[phone]
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
John R. Freshwater III, PE
3817-3 FREEDOM WAY, HUBERT, N.C. 28539
PHONE: [phone] - FAX: [phone]
License No.: C-2553
tale: None (verticany txaggerare
NOT RELEASED FOR CISTRUCTION
STORMWATER POND DETAILS
OF
WELLINGTON GROVE
PREPARED FOR
EAST CAROLINA COMMUNITY
DEVELOPMENT, INC.
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
NORTH CAROLINA LiCENSE No. C-1888
405 JOHNSON BLVD. JACKSONViLLE, NC 28540
PHONE: [phone] DATE: DEC. 21, 2011
SCALE: 1 "=60' F.B. N/A , PG. N/A
JOB # Email: BrianJ0j1pnc.com
SHEET - OF I

"Spot" Weld Typ.
6"
0
�+
c �
0
m o'
n
O y
cn
3 0 U
0
o:
/Z t
.4 'k
C d d
"Spot" Weld Typ.
1-1 /4" Steel
Bar Stock
/1-1 /2" Steel End P^
1-1/2" x 1/
Steel Bar
O.C.
4
;pot" WeW Typ.
1-1/2" Steel
Angle Frame Cc
all Sides
Outlet
Structure
Wall
Grate & Frame / Trash Rack
No Scale
10' Vegetated Sne?f
5,-0" - 5 0„
r 5'--USquare 6" Min
L Typ.. _
E
a
CD v Grate &_Frame cL
---- ----�--,See
0
i I I v
¢ I > ¢
I __j Y 1
Draw -down Orifice
Assy. (See Detail)
-�_- _ CMP
Outlet Pipe - --- --
17how6
Trash Rack 0o+d Nat
Typ. 3 Sides for L
(See Detail) Claiity J
Excavate area around
orifice assembly as to f No 5 Bar "U" Strop
provide unrestricted flow _ _ _ _ _ _ _ L _ _ - _ _ _ _ _ (Coat w/ Bitumastic)
B-1
TOP VIEW
6" Min.
c Cont. Weld/
c / to CMP c
`" ao ao
12" Min.
10' Vegetated Shelf
5'- 0
6" Min 5'-C' a uare
{ Ty... �
I j
Gate & Frame
_Top Elev. "EV '7 — ,� (See Detai) No 5 Bar "U" Strap
%(Coat w; Bitumastic)
Elev_._"D" (10_-yr, storm.)_ i Ccnt. Grout / Spa 9
Precast Weir /Seal
Trash Rack /3 Sid i
(See Detail)
Elev. "C" (Storage Elev.) u Precast Hole
-� for Outletl Pipe'`, CMP Outlet Pipe (Size per
Draw -down Orifice I
ASSy. (See Detail) _ Precask Hole sf , Drainage Plan)
for Orifice
E'ev. "B" permanent Pond'
Got Grd..t Seal
12" Concrete Ballast
Floor _
' 5" Min. Anti -Float Block
/ 8" No. 5 Stone (4 CY Concrete)
Excavate area around orifice i
assembly as to provide
unrestricted flow (Hatch Area) Bose Slab 6'-4" Square
SECTION A-1
L 54" Min.
Anti -Seep Collar
No Scale
1) OUTLET STRUCTURE SHALL BE
PRECAST SQUARE STRUCTURE AS
MANUFACTURED BY CAPE FEAR
PRECAST CONCRETE, INC. OR
EQUAL.
3) PRIOR TO FABRICATION OF
PRECAST STRUCTURE OR STEEL
GRATE do FRAME/TRASH RACK,
CONTRACTOR SHALL PROVIDE
SUMBITTAL DATA (SHOP
DRAWINGS) TO ENGINEER FOR
REVIEW AND APPROVAL.
Berrrl To
Emerqency SpMwa
Anti -Seep Collor
(See Detail)
1 /4" Steel
Plate
6" Clean -out Cap
Storage Elevation
�_'lev. C
m
srmonent pond V 10
eev
6' Min.
6" Cap
2.5" Drilled Hole
Outlet
Structure
Wall
6" PVC
Tee
6" PVC
Gant. Grout
Seal
Draw Down Orifice Assy.
No Scale
ELEVATIONS SCHEDULE
ELEVATIONS
SCHEDULE
LOCATION
DESCRIPTI13N
ELEVATION
'Al'
MAIN POND BOTTOM
33,00M
'A2'
FOREBAY BOTTOM
34.000
'B'
PERMANENT POND
44.00
'C'
TEMP, STORAGE
45.33
'D'
10 YEAR STORM
45.39
'E2'
TOP ELEVATION
46.25N■
"F'
MIN. BERM ELEV
46.58
M INDLUDES REQ'D F SEDIMENT
STORAGE ZONE
MW DR AS READ FOR ADEQUATE
PIPE CLEARANCE
6" Min.,
Trash Rack (See Detail)_
Precast Hole
for Outlet Pipe —
Precast Hole
for Orifice Assy
Tw. Bottom Elev.
at Structure Location
Excavate area around orifice_
assembly as to provide
unrestricted flow (Hatch Area)
Outlet Structure Details
No Scale
- `}
.I 41.
� I
4
Q� I
I.
8" No.
7 Stone
ease Sob 6'-4" Squ
SECTION B-1
6" Min.
Berm To
C Ton Elev. "E2"
© Elev. "D" (10 yr storm.)
p Elev. "C" (Storage Elev_)
Floor
"B" Permanent Pond
Aq
ti
8 48
.t
No ` 1
�til� l
REVISIONS
10/31 /11 PER CITY
11 /2/11 PER TRC
12/21/11 PER CITY STORMWATER
STORMWATER POND DETAILS BY:
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
John R. Freshwater III, PE
3817-3 FREEDOM WAY, HUBERT, N,C. 28539
PHONE: [phone] — FAX: [phone]
License No.: C-2553
OWNERS
BHP WESTERN
405 JOHNSON BOULEVARD
P.O. BOX 1685
JACKSONVILLE NC 28540
[phone]
CAROLINA FOREST INVESTORS LLC
722 LYNCHBURG DRIVE
JACKSONVILLE INC 28546
[phone]
,DEVELOPER
EAST CAROLINA COMMUNITY
DEVELOPMENT INC.
108 PROFFESSIONAL PARK DRIVE
P.O. BOX 2400
BEAUFORT NC 28516
[phone]
Pr_ 11 H 13 N
NOT RELEASED FOR C STRUCTION
STORMWATER POND DETAILS
OF
WELLINGTON GROVE
PREPARED FOR
EAST CAROLINA COMMUNITY
DEVELOPMENT, INC.
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOH N L. PIERCE & ASSOCIATES, P.A.
NORTH CAROLINA LICENSE No. C-1888
405 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: DECEMBER 21, 2011
SCALE: 1"=60' F.B. N/A , PG. N/A
JOB # Email: BrianJ®I1pnc.com
SHEET �-, 002�
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— John R. Freshwater, PEEn
David K. Newsom, PE o
/�' 3817-3 FREEDOM WAY, HUBERT, N.C. 28539
PHONE: [phone] N FAX: [phone]
N BUSINESS LICENSE #: C-2553
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aril• -C"M py M'1-Am :.OnAJI:I" J';41„/!A
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F'd
August 15 - November 1
ume
2 tons/arc
5-14 10 Err!►Thar ..,.
1000 Ibs/oc
0-20-0. -. .-
500 Ibe/arc
Uneeorifled Service L•spedezo ..
60 Iba/oc
KY-31 Feeaue .,,,.......-_. _..._..
......30 ibe/arc
Rye Draln ... .. .- _-
25 lbs/ac
*Straw, Mulch - .
2 torl
F'v ft ivo Milt OneciloV - Cwdoeft
September 1 - February 28
Llrrle .. ........
...., -.. .. 2 tons/arc
FartiMzer (low nitrogen approved for Centipede) ..
(Appropriate fertilizer approved
for centipede application)
fte Drain.....
90 Ibe/oc
l7Mriipede Seed ..
15 Ibs/oc (overseeded in spring)
*Straw ldlAah
2 tons/arc
Wbdw Twwwwy C10 w .
November 1 - February 28
Lime ..
2 tans/arc
10-10-10 F*Mlrtzer
700 Ibs/ac
Oafs ....... ...
... .. .. . ..50 lbs/cc
Rye OraTn .-
20 Ibe/ac
*Straw Mulch .
2 tons/arc
I!aMrirmm 80@&V -
March 1 - April 30
Lim•
2 Ions/ac
5-?0-10 Fertiliser._ .. ..... ... ... .. .. ..
1000 Ibe/ac
0-20-0 ....
500 Ibs/arc
Searifled Sodom Lespe till
50 lbs/ac
KY-31 Fe•ow ..,,,.._ ... -..
30 Ibs/arc
er wnt•p Millet
20 Ibs/arc
*straw Mulch ...
2 tone/oc
"ft.immi SwechV - -
Apr11 t - July 15
Lima . .. .. ... .. ...... .......
2 tans/are
r•rfr11I (law nitrogen approved for Contipsde).
.. .. (Appropriate fertilizer approved
for centipede application)
caaflpade Seed.
90 Ibe/are
*Straw Mulch.....
2 tans/arc
L prRIMfrMill
March 15 - June 30
lima .. ...
2 tons/arc
10-10-10 F•rtilhar,.. _ .. ..... ...... .....
ADOO lbs arc
0-20-0 - .. ....
500 Ibs/ac
Saartflod Sartaaa ezo.
40 Ibs ac
Common 9srmudis Gros (hulled) . ..... ... .,
.._ 8 Ibs/oc
*Straw Mulch... -.
2 tons/arc
W1ti1m TNfQarafy Cow
June 30 - August 3
t7rn • .... ..
2 lone arc /
10-10-10 Fertilizer
700 Ibs/oc
n1• Mtilot ... ..... ...... ...... ....... ..
8►vr p
.. .. .. ..... 40 Ibs arc
/
*Straw Mulch
2 tons/arc
1NOTM
. Mule will be doubled 1f crimping is the method used,
of JACKSONVI E ""'�"*" '�"
Ae1e�.wr,NC 7slp oea Tres VE IPAMMMMvcia
WATIMee wAaera7eala aaX
SEEDING
Nowell
_ 01
SPECIFICATIONS
DOUBLE CONCRETE BLOCK
FILTER AROUND CATCH BASIN (0-6)
N TS
r 7=
err
"; ro Uy 1r'F • I = MSW' • i 1_ n'-G I_' 4- A,'
FILTER FABRIC
MIRArI 100X OR EQUAL FILTER CLOTH IN 3'-0` W107H
SECURE TO FENCING. EXTEND FABRIC 12" INTO
X T - BURLAP WILL E PERMITTED.
E CAVA ED TRENCH. No L B
y v ?
y ��v VARIABLE AS DIRECTED BY PUBLIC SE TOR
"w :Y NORMAL SPACING II MAX.,
�,•._�. REDUCE 10 4'-0" NEAR LOW AREAS.
i
rF WOW POSTS ARE USED,
"'" FASTEN FENCE WITH NOT LESS
.Ir THAN 9 W^RE STAPLES 1 1/2"
ONG.
w ♦ WELDED WIRE FENCE 4' SPACE.
TOP B� S I���
- GJAGE M� TE r
`%'� '✓ •; i MARES ARE 12 1/2 GGAGE MIN.
y EXTEND FENCE 6' INTO
•Yv,r vv v NOTE 1� - 5ELF-FA57ENING STEEL P0575.
DRIVE POSTS 24" INTO GROUND
+ v v v v v v WOOD POSTS 4" IN OIAMETER
MAY BE USc0.
v y v BRACE POSTS AT
4, •. .w v v .,5. -OW POIN'
-
's'ar
III �I I ! 1 �r
I 90' TYPICAL
:- IID' MAX.
MIN.
i_
NOTE 2 liir �I _ I �I fII 7, . I �I:
STEEL DRIVE POSTS
MIN. 24' (EXTRA DEPTH
NOTES: -ill j REQUIRED FOR UNSTABLE SOIL
" T� baekfill into trench and compact the t11
soll firmly to anchor the bottom of the silt fence so that the runoff Is forced
to go through the fence. No runoff is to flow under the fence.
2. To Increase storage capacity and prolong the life of ttre'silt fence, excavate a
6"x6" sediment trench uphill along the line of posts whenever possible.
4. Total drainage area flowingto silt fence may not exceed 1 acre / 100 LF. of
Y
silt fence.
5. Silt fences shall not be used at pipe outlets or in areas of concentrated flow
(creeks, dttchlines, swales etc.)
r> .rrAll in dA.Sall� C1TY of JACKSONVILLE
At, >�.1n.,Nr.]LSAt aw.1r11,r tAmaw.u.. eTAlo.en,ew.�rAlsw aeY
TYPICAL �`OS o-
riw Ito eaL :370-
�",„ SILT FENCE `",:, "ter
EXISTING ROAD
DUMPSTER PAD NOTE:
PROPER DOOR STOPS SHOULD BE IN PLACE FOR THE DOORS TO STAY OPENI
DURING THE COLLECTION PROCESS AND CLOSED WHEN NOT IN USE. THE DUM
SHOULD BE IN ACCORDANCE TO CITY SPECIFICATIONS AND COINCIDE WITH TH
OF THE ENCLOSURE.
b/ xFFIAN C3nsur.'rt_ �r_•et.. ]c/�_ 27'JF - ./"fi I'1.
DE DI A. x L 12' - 0" PLAN VIEW
DEEP �yE`R
AND L.NE POST 4'- 0" 4'-•0" 4'-0" 24" DIA. x 36'
FOOTINGS DEEP GATE CORNER
z ' POST EooTlNcs LAP DETAIL
ry BX6 PT POST GATE POST HARDWARE
N - TYPICAL (LAG BOLT HINGE OR
y THRU BOLT)
5' CONCRETE PAD LAP CORNER �.
/ tit a BOARDS 'e,+
� a �I
I rq
N 1
I r,
VI V
11 ✓ Ix6 PT WO00
2'-6' 1 PAVELS WTH
N (3) zX4 PT o Pr = PRESSURE STAINLESS
N - TYPICAL iy STEEL SCREWS
TREATED
�► a sx6 r T CORNER
.. POT - POST I 3
GATE ELEVATION i j l
_ SEE CORNER
7! --1'.- LAP DETAIL jl I '!II
2 2x61
ri •�' + I o } .' � I� � ill I°
o I ?+s
a x I o II 6 n (3) 2x4 PT
- TYPICAL
x
1
I
I ,
III x r
I I zxz s"
i I LONG NAILER
j I a OR STEEL
ANGLE
s) •,,' A j
91 M
r
RL Id
2 2X6 PTTr-
--�_- - I% r0
1
. SIMPSON ST22 oFF
NOTES: N DRILL CONCRETE FQR RODS TOP 1
1. Alternoilve design must be approved by the Planning Division and the Building
Code Administrators,
PbA.1 .rrlelxs-vl�e, CITY of JACKSONVILLE >twr1A*w.rd�.c6m we4lc.
J.*10aVm4 N.0 sew un wn1 m lAQ✓b(YRIi lTAIYpIVD e,vrwTne aa.Y
A TIMBER DUMPSTER SCREEN Nat _• �
130 MPH DESIGN (EXPO) u°"11ft '. ;
Cit-0-FABRIC lxc nW1a)
PLAN MEW
I. stone do - r-a'
2. LwegOe - As offeatMe but nes that et le80 bet.
3. ThklsAsee - at Nsass own ale (6) %dwc
4. Wk"h - Net lase then full •lien, of d pabfe of
5. or gaga. IAs+Yrsrrn of tr.
aEEv 11110E tic 24" x 3er rweove ssdbtwllrpr :1 sholl tom poll, dot t. ofl-
OMW NUT OhNN-2 wa]L When nag I Is requliI R deal be dreg an m
area atabF4md ill crushed stone which calla Into on
approve sedhmt trop or sedhwet ball Al esdbeent
"be prevented tram sntw6 an alone drab, dMdh
ar raberaourm tteolrgh use of ;o;4 gar, grovel. hoed:
cam q m or other approved mslAods.
1111 6. Malitina+ee - The entralas did be lN6lk6 IN a
condition whidl will prevent bow ar Iloolm of
ssdblwet onto public rldlte-of-watt 116 nmy, requFs
pericift top
armed
and/Mar cloonou do mi ad repair of any rneclilurve used to
trap sedbywet Al searisink "Mad, - 'IPF d reof or
I aohad onto PL4ft ►0to-cf way mug be rwnovad
Yren.dlat.ty:
• lxera.
_STABILIZED CONSTRUCTION ENTRANCE (D-5)
NOT TO SCALE
-.D
PSTER PAD
DIMENSIONS
a
PART
MANUFACTURER MODEL Co'. No.
METER BOX
CAPITOL FOUNDRY MOX--I o• EQUAL
METER SETTER
FORD VB74-84W-41-44 COPPER SETTER
METER
BADGER / 70 (1")--
NSTALLED BY CITY UPON 'n'+'MENT OF =FES
CAST IRON
METER BOX
a•Xfi' SOLID RED
fw OR CONCRETE.
Z BRICK
la
3
II
,o
- ROAD RIGHT-OF-WAY - FINE GRADED
= SAND
1 12' 18 1/13• V'N OPENING 12' MIN.
PER MANJFACTURER
I' METER SET
BY )ACKSONOLLL (SEE NOTE 3)
METER BOX
4•><B" CONCRETE 10'
BLOCK - SEE DETAIL r-FINE GRADED SAND
. I: :'��-"-.".��".,.-":--FORD VB74-64W-41-44&- �jea
COPPER SETTER
-- - '�-Y 1" CTS COMPRESSION m
j 1-II I_ INLET CONNECTION
1" DOUBLE PURPOSE
EIP OUTLET END -I _
Flow I
METER YOKE ," TYPE "K" SOFT
DRAWN COPPER OR
PE SERVICE LINE
TAPPING CONNECTION
SEE DETAIL 513.03
SEE NOTE I
NOTES: 1I-
I- E_ '
1. If installation is for stub -out meter, meter should be purchased from
City of Jacksonville (of applicants expense)
Motor must be vet straight. d: centered in box across meter connections.
2 a er 1e
3. Substitution requires approval by City of Jacksonville Public Services Director.
4. Meter shall not be located In a driveway if possible. If meter must be located
In driveway, o traffic rated box and cover shall be used equal to or exceeding
the MiA-States Mosfics, Inc. "BCE" series Rectangular meter box
part No. MSBCF1118-12
pn'"mmain°`"' eeii°` CITY of JACKSONVELLE
'�' f�•riee, NC7Wl We 111111111 Tie 1AQfElVnU erAMUM CMY
[ WALM, I STANDARD V DOMESTIC WATER Nat _ A'�
1144 METER INSTALLATION 'a', 'IT" "er
^4,L- nrw 1' -'1 1r, rN
Street/Parking Cross Section
NO SCALE
VERTICAL CURB & GUTTER
1/2-R
NOTE 5
I /
I /
l/
Y
: CURB & GUTTER
T Score r curb do gutter at 10' o.c.
2. Provide J
expansion 2 1I P " ex joints at 90' o.c.
3. Concrete to be 3000 P.S.I. O 28 days, air entrained.
A. Spill sections will be approved on a case -by -case basis by City Public Services
Director,
5. Chamfered edges abutting asphalt are not permitted.
SPA1.111 ,:14""'""'°" CITY of JACKSONVILLE
?' L kmmvlkM.0 2ml uw V nmR AACKBDKVK" rrApPew" wennc4TeEe Ear
TYPICAL CURB & GUTTER Nut � _� ar
SECTIONS 1trwha1'i �`
PAVEMENT DETAIL
N TS
1/2- RAD. _\
SPILL TYPE 24"
CONCRETE CURB AND GUTTER
N TS
D?-.c;� 'c"idec L; /•.rr;.,, � r¢�I.T_ - ;--yerc. 7H: 0. .7-F
1 /B" RADIUS 1/2'
• PREFORMED ASPHALT-
, r IMPREGNATED
EXPANSION JONT-
7YPICAL EXPANSION JOINT DETAIL
R/w
VARIES (SEE C'TY OF „ACKSONVILLE
I'-O'MIN. SIDEWALK AND G_REENWAY PLANS) 3' MINIM
fVARIES TOOLED EDGE (TYPICAL) SEE DETAIL 401-0i
4- THICK 3000 psi l
CONCRETE S/W
12 12 dl CURB
'1/2r-- 1/4r-- 12
♦DN SLOPE PAVEMENT
_ T1
• VARIES, MAXIMUM SILOPE 3. 1 COMPACTED UNDISTURBED �I-I-
UNLESS APPROVED BY THE SUBGRADE SUBGRADE
PUBLIC SERVICES DIRECTOR.
TYPICAL SIDEWALK with UTILITY STRIP
R/W
VARIES (SEE CITY OF ,;ACKSONVILLE
1- 1, SIDEWALK AND GREENWAY PLANS 3' MINIMUM
EXISTi SEE DETAIL 40l.U7
VARIES
kG CR,40E` i � TOOLED EDGE (TYPICAL)
` 4" THICK 3000 PSI
4---� 1 12 - - CONCRETE S/W
1/2 12 ~- - _ ;)� CURB
DIN SLOPF;2L` �` 12�1 PAVEMENT
11 1i �_TT- il--I1111'
r " -
)r{
• VARIES, MAXIMUM SLOPE 3:1 COMPACTED UNDISTURBED
UNLESS APPROVED BY THE SUBGRADE SUBGRADE 1 - 1 ")✓11� I
PUBLIC SERVICES DIRECTOR. r I IT
TYPICAL SIDEWALK with UTILITY STRIP
NOTES
1. Provide I" deep tooled traverse structural score joint With 1/B" radius
at 6'-G" I
2. 1/2" preformed asphalt impregnated expansion strip joints to be placed
32'-0 o.c. longitudinally, adjacent to curbs, when butting existing structures,
concrete, or buildings, and of changes In width.
v1cL P.D. BM I n '" �'�' CITY of JACKSONVILLE``-
�� "C rut -Q* KC 211l 1s rml T1a eAmErvnAn 21`411 leT1 vlrancATns En.Y
TYPICAL CONCRETE SIDEWALK I NewAt _� AY3
AND EXPANSION JOINT DETAIL '� Ie1
Q
j
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v1iLt h P.Q. I'm 6e°e"''"- MY of JACKSONVILLE
el 1nen1..mr-211 1 rs was T= JACKSONVU E $TMmAAa imBmmr-4TMM CWT
.. TYPICAL STREET CROSS SECTION Na _� or
" �,�••'° (GEOMETRIC PROPERTIES),�� i� i
NOT RELEASED FOR C N3TRUCTIEON
WATER AND SEWER DESIGNED BY.
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
John R. Freshwater, PE
3817-3 FREEDOM WAY, HUBERT, N.C. 28539
PHONE: [phone] N FAX: [phone]
License No.: C-2553
GENERAL DETAILS
OF
WELLINGTON GROVE
PREPARED FOR
EAST CAROLINA COMMUNITY
DEVELOPMENT, INC.
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L PIERCE & ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONALLE, NC 28540
PHONE: [phone] DATE: DEC. 16, 2011
SCALE: NTS F.B. PG.
JOB # FILE NAME:
TYPICAL DROP INLET
warm owlet
SHEET,1 OF

-Iul t ill-y E-y n•rs
ALL JUNCTION BOXES SHALL
HAYS A MANHOLE ACCESS.
SEE DETAILS C06,01 h 633.03.
TOP TO READ "STORM" &
"ORAINS TO WATERWAY"
NOTE 7
PSI -PE STEPS PROWDED BY '
PRECAST MANUFACTURER OR-
M.A. INDUSTRIES. SEE DETAIL
i
CO6.04. MUST MEET OSHA
REQUIREMENTS 1/4' COMPOUND
�i EXPANSION MATERIAL
w CL �a5
I- < U >L
a a
z 'CPU e: i
N �
m $ FOR PRECAST BOXES, N j.- SEE NOTES
ri w JOINTS TO BE SEALED - S
z WITH BURU99ER
i M JOINT SEALANT
FILL OPENING 1H7H ORDUT
PER DETAIL 639. 01 •� A..
NOTES: rORMED INVERT ENE
1. Use either concrete buildlnq brick - DETAIL 639.01 POURED 30DO P.S I.
ASTM C55, grade N, type 1 or clay brick - ASTM C32, grade MS. CONCETE EXTZNDEO
2. Mortar to bet SASE
type M.
3. Concrete pipe to be class III.
4. Reinforcing shown is adequate for a maximum clear span of 4' based on 200
PSF live load plus welght of top (Non traffic). NCPE to design for loads & spans
that are greater.
S. Precast bakes to conform fo latest ASTM C-913.
6. All boxes over 3'-S" in depth shall be provided with steps (12" D.C.).
7, Provide 2' diameter opening and additional edge & diagonal reinforcing in
concrete top at Manhole frame access.
1-CLOftt`„�"'`'"'°' CITY of JACKSONVILLE
C ladaw.Rr, K.C.lg41 � rum +Ke uallwvnur rttN6Asn seo.rr.A-Ions asl.r
TYPICAL JUNCTION BOX user Ts. eelY ,d34.a1
F• DETAIL ansvnvrnATs wesr I
DRAINAGE PIPE OUTLET PROTECTION CHART
PROJECT: Wellington Grove
to = 5 mires
110 = 7.5
INCR,
INCR.
TOTAL
TOTAL
PIPE
Ccum
AREA
010
AREA
010
DIAMETER
LENGTH
GRADE
A
0.54
0.22
0.89
18
28
0.20%
B
0.54
0.24
0.97
0.45
1.86
18
119
0.20%
C
0.54
0.00
0.00
0,46
1.86
18
118
0.20%
D
0.54
0.00
0.00
0.46
1.86
18
31
0,20%
E
0.54
0.09
0.36
0.09
0.36
15
23
1, 00%
F
0.54
0.14
0.57
0.09
2.79
18
120
0.20%
G
0.54
0.20
0.81
0.20
0.81
12
116
1.00%
H
0.54
0.18
0.73
1.07
4.33
24
128
0.20%
1
0.54
0.57
2.31
1.64
6.64
24
107
0.20%
J
0.54
0.30
1,22
0.30
1.22
12
60
2.00%
K
0.54
0.00
0.00
1.94
7.86
24
91
ll
L
0.54
0.96
3.89
0.96
3.89
15
126
0.95°/a
M
0.54
0.50
2.03
3.40
13.77
30
130
0.20%
N
0.54
0.14
0,57
0.14
0.57
12
55
4. DO%
O
0.54
0.48
1,94
0.48
1.94
15
72
0,26%
P
0.54
0.14
0,57
0.14
0.57
12
67
0.60%
0
0.54
0.14
0.57
0.28
1.13
15
64
0.60%
R
0.54
0.00
0.00
0.76
3.08
18
97
0.26%
S
0.54
0 41
1.66
1.17
4.74
18
112
0.26%
T
0.54
0.21
0.85
0.21
0.85
12
51
Z00%
U
0,54
0.27
1.09
1,65
6.68
24
88
0.26%
V
0.54
0.21
0.85
0.21
0.85
12
57
2,00%
W
0.54
0.00
0.00
1,86
7.53
24
49
0.26%
X
0.54
0.31
1,26
2.17
8.79
24
98
0.26%
Y
0.54
0.00
0.00
5.71
23.13
36
63
0.21
Z
0,54
0.06
0.24
0.06
0.24
15
23
10.1
AA
0.54
0.07
0.28
5.84
23.65
36
70
0.20%
BB
0.54
0.15
0.61
5.99
24.26
36
42
0.20%
CC
0.54
1.02
2.63*
7.01
2.63*
24
82
0.5%
DD
0.54
0.56
2.27
0.56
2.27
18
39
0.09%
EE
0,54
0.00
0.00
0,56
2.27
18
119
0.09%
FF
0.54
0.00
0,00
0.56
2.27
18
86
0.09%
GG
0,54
1.37
5.55
1.37
5.55
16" D I P
117
0. 44%
HH
0.54
0.38
1.54
2.31
9.36
24
1 W
0.09%
ill
0.54
8.91
36,09
8.91
38,09
42
119
0.26%
JJ
0.54
0.11
0,45
9.02
36.53
42
115
0.26%
KK
0.54
0.14
0.57
9.16
37.10
42
110
0.26%
* From Routing Analysis
I-13.'ZN.
ELEVATION REMOVABLE KEY WRENCH
13 W/DE TENT
I Y REMOVABLE PLJG
SEE NOTE 1
� 11
IEEE!il-
-
I
I I III - " �
t2- CL. MIN,
-SEAL ALL U _2 W/VALVE I PROVIDE I" DIA.
SEE SHEET-� OPENING rv-N BUTYL RUBBER
2 OF 2 FOR SEALANT fN ALL
PART I.D. g 1 r .JOINIS
,1G ,•
16 17 MIN. MIN.
K p a 4K
NOTE:
CITY PROVIDES 7 5 2 12� 3 4 2 5 7 = 75 N
METER, CONTRACTOR
TO PROVIDE ALL
OTHER MATERIALS f y s
AND INSTALL '<�
METER k VAULT.w'�, �`✓-L r r'. x1`+�{ Y 1 c a 6- MIN. N0.
�.;fp],,.�. 57 STONE
• - UNDISTURBED
1 SU9CRA13E
4' MIN. SQ. OP NING Mill,
CENTERED OVER METER
F3 I t z
I i �
t6 12'` 7 2 1 3 4 2 I T 12 15 16
o
� i I
`9' S r 5
o 8 6 4 14 © I +
9 s.
I•----- --- -I -
�Me, R.AN VIEW N
vu � Pin D. Am IN
[e-mail] CITY of JACKSONVILLE l JMwwd w
r lacb-fir q 1'(e XMI un wee 'reel I4C0k*r LLA rrAFtlY w lam2A7O6 aW Y
ww -" STANDARD 3" & 4" COMPOUND �w1AL
4•.., ,� Y,,,. �' WATER METER (U.G. VAULT) z= BMW .
DRAINAGE STRUCTURE CHART
STRUCTURE
NUMBER
TYPE
TOP TC
INV
COMMENT
SDI
Curb Inlet
48.68
46.15
SD2 i
Curb Inlet
49.68
46.09
SD3
Junction Box
49.78
45.85
SD4
Conflict Box
48.94
45.61
Floor=44,27
SD5
Curb Inlet
48.68
45.78
SD6
Curb Inlet
48.68
45.55
SD7
Drop Inlet
49.50
46.46
SD8
Drop Inlet
49.50
45.30
SD9
Drop Inlet (2)
48.53
45.04
Double Inlet
SD10
Drop Inlet
49.75
46.02
SD11
Junction Box
49.20
44.82
SD12
Drop Inlet
48.00
46.81
SD13
Drop Inlet (2)
48.56
44.63
Double Inlet
SD14
Drop Inlet
49.75
46.56
SD1S
Junction Box
49.36
44.36
SD16
Drop Inlet
48.70
45.70
SD17
Drop Inlet
49.75
46.29
SD18
Drop Inlet
49.75
45.89
SD19
Junction Box
49.19
45.51
SD20
Drop Inlet
48.53
45.26
SD21
Drop Inlet
49.75
45.99
SD22
Drop Inlet
48.79
44.97
SD23
Drop Inlet
49.75
45.88
SD24
Junction Box
49.30
44.74
SD25
Drop Inlet
48.91
44.61
SD26
Curb Inlet
48.87
46.56
SD27
Curb Inlet
48.87
44.23
SD28
Drop Inlet
49.75
44.09
SD29
Junction Box
48.80
45.08
SD30
Junction Box
49.70
44.98
SD31
Drop Inlet
48.50
44.19
SD32 I
Drop Inlet 1
48.50
1 43.89
C�l�t'1
lt'i��.9V
fi0.JPL�P7
.wv re'.w & err - 41sr
AV JB' aye - 41511
am s 4M 4M
Conflict Box Detail -
No Scale
,tt►1111ffcc,
1 C AA
18 4 is
CO
',
'yyyyf if 1t11���',
tu zq d
EROSION AND SEDIM f1JATiON
CONTROL NOTES:
1. Sedinant cm al devloas and structures shall be Instal"
maintained and amended ae needed to Pravtde of ectM
oentrol of accelerated sedinent"m Lore the oontrlxr1l
Watersheds we stabiltied
2
A. Notlfy Inesrd O"or and Laid Oudty Section prior
to beglnn =w1rudlon.
9. halal construction *near"ces.
C. Silt fens @hall be lnetded where sheen and on all
down elapse of areas to be dkhrbed. 91t fame
shal be malntdned until the are M atablllmsd Co;19 Mgg
0. Instal Stormwater Panda win indicated. D1wrt all surface
drainage to porn with d verelan ditches.
E Complete rough grading oothWee. Maintain sciftl aantrol
E IMtd Storm Dralli Sated. kWo Doak a Cravat Not
Protsotiae @rand ON halals
F. Complete lire grading oothRIeL Instal road bars course.
C, Stobtlbe (seed and mulch) those arom not to be payed
and/or bust upon. Canetruot and stabNhe (sod) vegetated
sod shall be pined In place to prevent AD-
lodgemil
H. Mo retain @radon control maeaase m needed to assure
OA
I. Upon st�elle with permanent grorldoover, renrove wd-
mant trope and owslnmt swdee per Swale dotal if *600 yv
his sod Nnere in resales and seed/muldn al other disturbed area.
J. AN panrnahr dopes and sWi: etelps than 3:1 rind haw ground cover
wNAln 7 OdWN cr doge add ~ disbated area within 14 aakndor days
K. Pomomnt grondooVr for al disturbed seas w1ft 15
waking days or no mom than 21 odendar days follm"
come dlon of any phase of grading.
3
Instal nniawaaIF m i ch mied acalla r and sedlmantotlan oontral praalteee
befaw and canplete grading-cooldinq to the approved Plan.
Lana and meads elnedd be detsrmind by col teaL Canted
NCDA for additional Information reoadinq t V# al
available. Follow rates suggested an Indlvldnral
seeding mbn ahonren. Apply lime and i0 Well and work Into 4-6 Indies d
soil by dell a otlnr wrItablo means Operate m on the oentour.
When using hyvdtossil apply line and fallbw to oalria h, kloae surface,
CampMte seedbed prepaaNan by brsd:ig up large clods and raking Into
a smooth uniform surface. 1 -1- t seed Into hadrty leoaned eseebad
that ha not been sealed by raintal. Seed mktun rind be distributed
uniformly and com with a dean straw nice". All mall shad be crimped or
asphalt tacked to help hold In plooe. Matil and appilootton ratss are as Maws
Willume 1000 11.10.1011-
eilil
(10-10-14) Soo 6&/=
Mulch 2 tom/
Psi sNda
Canrrnan Bermuda
FSept. 1 - April 1) 100 ins/sec.
Fwous LPL 1) 50 ba/m.
Rye Orin (Sept 1 - April 1 only) 00 ba/as
Osman MNget�(AprN 1 - Sept 1 only) 50 ba/oar.
Osc. 1April -
i(abe Lapedam 50 ba/as.
Rye Orem 100 be./oa
April 15 - Sept 1
German M" 40 be./ac.
Sept. 1 - Oro. 15
Rye grain 100 be:/sec.
4. Ca metal Is rrsponelte for malntai+iq of all central
measrw and for amending measures as rpuiwd to prevent
*OWN* t d easier Ill taking palace on tile alto.
5. Once all area have been etablb@ , oanbentor Is to remove
tenparay @radon control measures, regrode, b mulch to
neelabilt�e three yeas
6. For addtl oral requirements, on the approved melon
and esdlmentatlon pe mlL
7. The arrant of etrow mllddn is to be doubled! to 4 tame/oors N singing
Is the method used for arohor" the m".
(C NOT RELEASED FOR C N9TRUCTiON
WATER AND SEWER DESIGNED BY:
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
John R. Freshwater, PE
3817-3 FREEDOM WAY, HUBERT, N.C. 28539
PHONE: [phone] err FAX: (910) 325•-0060
License No.: C-2553
GENERAL DETAILS
OF
WELLINGTON GROVE
EAST CAROLINA COMMUNITY
DEVELOPMENT, INC.
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
PREPARED BY
JOHN L. PIERCE & ASSOCIATES. P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: DEC. 21, 2011
SCALE: NTS F.B. PG.
JOB # FILE NAME:
SHEET !f y1
�+lOF