SW7060107_APPROVED PLANS_20060505

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
PIAPPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
/���
YYYYMMDD

_'3�.i -- _' i e _ _:_.�.-'a:,r..��.. ..''..:•r.i ._�_.. - - _._.. _,..�---. ., �'i'- : . .!.��S�—L_ i __' I. y' L =--` i iL .� �iS �.��a _:1�
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RALEIGH
NEW BERN
AV IN.-
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JVU 1(5L(1010 f
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1
APPROVED A
LF
NQFTH CARDILINA ENVER0NME-N`-«
MANAGEMENT GOM"''ISSION
DIMON OF WATER QUALITY
S rsm wafer Per�i1 Noi��7 a Go).D
SCHEDULE OF DRAWING
SHEET
1
2
3-7
8
9
10
10A
11
TITLE
COVER
SITE PLAN
PLAN / PROFILE
ROADWAY DETAILS
WATER/SEWER DETAILS
SEWER PUMP STATION 'DETAILS
SEWER 'PUMP STATION DETAILS
STORMWATER POND DETAILS
O4l
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SEAL= 9 w
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C-438 101 Z
oq
8,3
OWNER/DEVELOPER: RMICO LLC
9
rrrnutttt`
PO BOX 12623
NEW BERN, NC
28561
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d
CONSULTING ENGINEER: THOMAS ENGINEERING, P.A.
Y'`
FINAL DRAWINGS
�t7ffjffT
(JOHN G. THOMAS, P.E. LIC# 10147)
Released for permits only,
403—C AIRPORT ROAD*
Not releised for construction
WEST
P.O. BOX 1309
NEW BERN, NORTH CAROLINA 28563
-
---- vrfivffy MY
- - - SFGTIONONE
252.637.2727 - FAX: [phone],
A PL XD UNI7-DFVE1_0PMFA r
EMAIL: JTHOMAS744®AOL.COM
Copyright 0 2005 by Thomas Engineering, P.A.
All rights reserved.
CN�hIGOt�Jtr �?fOLA
GA
These drawings are instruments of service and as
Thomas Engineering P.A.
LAND SURVEYOR: BRAD SUITT & ASSOCIATES
such remain the property of Thomas Engineering, P.A.
g g
(BRAD L. SUITT, PLS, REGISTRATION #L-3767)
Neither this document nor any part of this doc—
____
_._:..__ _ _. _
403--C Airport Road
505 JIMMIES CREEK ROAD
_ument may be reused, reproduced or transmitted
�an
4
NCDOT COMMENTS
JGT
03/14/06
P.O.30
P.O. BOX 12i°42 - .�
-
in form orb an means, electronic or mech—
- -. Y Y
anica +ncludin but not limited to hotoca
r' g photocopying,
3
STATE STORMVN4 TER COMMENTS
JGT
02/02/06
New Bern, North Carolina 28563
NEW BERN, NORTH CAROLINA 2$561
microfilming- an.dt recording, or by any information
-- -
2
CITY OF NEW BERN COMMENTS
JGT
01105106
Tel, 252.637.2727- Fax. [phone]
252.635.3333
storage and- retrieval system, .:without permission in
writing-frorrs--Thomas Engineering, P.A.
1
NCDOT COMMENTS
JGT
107/18/05
SCALE NTs
PROJECT; 2004027
GATE : 01/03/05
�Il�ea
NO.
DESCRIPTION
8Y
I DATE
PLOT FACTOR. 1 1
IPLOT NAME:ADATA\2004027\IMPGV
SHEET: 1 OF 11
-7 777p 1 I.•. r-!:. l �i.;.,t �' 1� -
S-
1
.l i ' f r _
> a I s S lE .1r .t ltl r•
i-7A..

�1
LEGEND
EXISTING WATER VALVE
SEWER SERVICE
\ o-_
WATER SERVICE
��'� EXISTING FIRE HYDRANT
00
O
EXISTING SEWER MANHOLE
\ c+ EOL BLOWOFF
SETBACKS
� O �D��
CATCH BASIN
- \ O O o / v OUTLET PROTECTION
\
DRAINAGE CULVERT
Q` 7� DRAINAGE FLOW
X PROPOSED 8" SEWER LINE
----
_ \ ` � PROPOSED 0" SEWER LINE
.X PROPOSED 6" WATER LINE
OPM \b' Off` N p� � •1� � PROPOSED- 8" WATER LINE
PROPOSED 2" WATER LINE
N i 2.1 J (771E5E GENERAL NOTE5 APPLY TO ALL PI-M SNEET5)
OI. eaVA7_10N5 PA5FD OFF OF NGVD 1929 DATUM.
,� 02. Tt115 P,POPERTY SGN E51N ZONE X: PF9 FLOOD INSURN CE PATE
f ' !'7�1PCOMHUNITY3720`�IOOJ, EPPfCTII/E D�tTF:.�CJL 2,2004,
_ 0 i � � DETEiP11NED '0OF O �51Df OF THE 000 YEifR FLOOD.
\ h R ORrI NO W SURF 5fDF5 THE ABOVF REFERENCED FIRM.
Q r" Off, PFOP05EDWA7 TRY e _,5rwr': E) F OY Cfi OF NEW DERPN.
04. CONTOUR INTERVi1L5 5HOWN tiPF APONF FOOT
On. POUNDARY g TOPO 51 R fY PREPIWED PY PRAD L. SUITT &' A550CIArfS
AA OG. DfED RfFERENvGE; DffD e00X 2193 PAGF 0213
• \ \ 3' `\ �t p Y7, lh 07. DRNNAGE AND UTILWY EA5EME1Vr5 ARE A5 FOLLOWS;
�j v — Q \ A 10 FOOT r45EMENr5 N-ONO eA51T5-OP-WAY.
D. OTNCR EASCMCNI`5 A5 5170WNON PLfiT.
�.
08. NM NIMUM F�i1GC 15 Z� FEET
c a " 1 0. MUM REAR YARD 5ETPACIC 5 Zn FrFEr
- N \ 1'i art ! �• \ A 111NIIyUM 51Drf YARD 5Cro" 15 8 FEET. MINI
1 •, \�i— �`• �1 ✓ �� 09, WETL WD5 5rArF TENT. T11FRE NEE NO /IPPIWE10404 WETL M5
ON MIS TRACT THAT WOULD PE WITHIN rtir IreorhomOF THE
U.S. M'1' lY GOiPPS OF PNGINffR5.
j ' \ p0 10. MA/N5 OF PVC MATFRIML SHALL NAVe A MINIMUM GOVER OP � MflE5 (36")
1 �r 1?A \ 11. VALVES 5HAU PC LOGATL'D WMIANTt1E PAVEHEW 5CGT10N5 WHEPE P055101P
\ ` Nam' \ Q •� \ \ IZ WREIXlf M NTH O Tt1 GTi OF NEW BF,SP' MID PRAC7-CE5 5HA14 MEGAT 7-nC
N.
1,. CICNRE 2ONM SFE r1A17
•i 1 , N 1 ` 14, TOTAL Iut1MBFROF LOT5 - 28 (ZONED R-8)
48 WNW ,R-G)
TOTAL LOT5 - 76-
6. AVERAGE LOT 51ZE - 6B215F
l�j'1� 1G. LfNGTN OF STRPCTS - 30G7 IF
• t7. AVCRAer LOT WIDTH fXUL XWe CORNERLOTS - nO'
18. ARCATAPULATRf7N;
1 roTAL LOT AREA - nGO i1G�'E5
E7 z D 7� C 7-OF/it-SreEff ARTA - _5BO ACRFS
C] TO
TAL U5R�APLP OPEN 5PAG>� - 1-*)8 ACRP5 vt
Q \ �� STORM WATER POND - 094 ACRC'5
q0 � TOTAL ARCA - h.7ZACRCS
Q TN>f TOTAL USCAPLCOPCN 5PAGC r °XGLCDS THEGRRfAT>fR OFTNC fR-G OFF5fr(0,02 AGRCS)+
� � ` R 8 OFF5ET (0.9� AGRRfS)- 09� AGRC51 OR 3X (O e66 AGRgS) OF-WCTOTAL DfVELOPI1rHr
P. 5NOW Mr CP CSCIVrATNC ONLY. TRCCS ALONG STRPCrS 5NALL
GOMPLYW 115EG7'10N P5---:P82 OF THE CITY OF NEW PERIN LrfIVD U5E ORDINN Cr
0 h `/ 1 j } �' (I TREE FOR (VERY �0 FEPT OF STRE£"T FRONTAG,f)
/ �`� ,,k H� ` \ • !2 ~ 20, NATURAL VfGETA7ION 5ttALL etfiNV WITNINTHE Dt5raNATED AREA5
TO 5A175FY5CR[ENINC RPOUIrEMCNIS.
1 i/ • a / 1?�e a 21, OPRfN 5PACC5 SNNJ- OF 111VWNUED OY A
22, OR rw_,5PAGE5 5 ALL hfoulmnBItimMOF 20 TRRfC5.
23. ALL RCTA4VCD TRCCCS MUST NAVCTRC[ PROI"CG7-10N DURM 51TC Df_VCL•OP11L'NT
24. [L K;7'ff .41_ SCR�V=5 S,CRVCD OYGITYOF NCW PCRNCLrCTRRG
2�. ALL OF PRO,=rRUNS TO STIiROU�ll1 TNC 5TOR1`1WATC,PPOND.
p -ca CA��
yw, �, � '
�1 \ � �.�.- � � -
x '' ` •1 \ r�N" �• _ FINAL DRAWINGS
�� 6"`� ��-, ` Released for permits only,
CA
6 7 Not released for construction
off' _
Ot rr
..nt'F . N � • V= -, � � Q ` `yti Q rrr'ti �Q+`tistis rrsrrr. � `i
�7 4fop1 �N� 1 C-438 of -
N CA1;•Y`'',
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70 0� �j� �j� -- --- - - - ..
p pN1 1 - Thomas engineering, P.A.
G,l)(�ii �jfip 403--C Airport Road
l �N 4 NCDOT COMMENTS JGT 03/14/06 p
7{° �: Pa l" �� 3 STATE STORMWATER COMMENTS JGT102102106PO Bog 1309
G GNew Bern, North Carolina 28563
2 CITY OF NEW BERN COMMENTS JGT 01105106 Tel. [phone] Fax. [phone]
r 1 NCDOT COMMENTS JGT 07118105r SCALE: 1 : 60 PROJECT it 2004027 DATE : 01/03/05
�co, rcn �o Q' _ .. N0. DESCRIPTION BY DATE PLOT �acTaR:. 1 i {E) PLOT NAARE oz_SITE SHEET 02 OF 11
R

m ci/p y
i
1/2 RAD, 6 D - - - FILL ss s 1F
• PAVEMENT RADIUS 37,30 • �o AT Ir
� GENERAL NOTES:
VIM. 2WJ=-1/ AT tZ' NIFRVALS
tr+. 14-t GAt11X �p gµp I. WIRE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A
`3' RAD. " "') BACK OF CURB RADIUS - 40.00 A JAML io iJINI�IUIrI OF B TINE WIRES 1MTH 12" STAY SPACING
6' 1/8' RAD,_ LINE
1 /2' PER FT. oRauMD
12 iIYIGE FILTER STENEDADEQUATELY TOTHE WIRE
FABRIC
INAS" IN WIDTH AND SHALL
EDIRECTED BY THE EN-
6, y 7• Maw 0NEER
.•tBo" Mw.� 3. STEEL POSTS SHALL BE 5 FEET IN HEIGHT AND SHALL BE OF THE
PUBLIC ROAD • • �R\W RADIUS = , 61.00' txtLE SELF -FASTENER ANGLE STEEL TYPE.
2,DS,
wRE 4. WOOD POSTS SHALT BE A MINIMUM OF B FEET 1N HEIGHT AND 3
INCHES OR MORE IN DIAMETER. WIRE FABRIC SHALL BE FASTENED
TER FABRIC TO WOOD POSTS WITH NOT LESS 'THAN 09 WIRE STAPLES 1-1/2"
2'-6' CURB AND GUTTER -- STANDARD L°"G'
3/11" X 1. DEEP CR1DOYM OR BATHED JOINT 30'
70 BE FILLED MATH JOINT SEALER
PROPOSED CURB
A OUTTER 1,6- RAb IX RADT Al PAVEMENT 'Q !" TEMP 0R AR Y SILT FEN DETAIL/N,
Q
2"-3" COARSE AGGREGATE U
N.T.S.
BASE Tb MINIMUM B' IN DEPTH a� OSED PAVEMENT
5�d
C O ol] p /W RADIUS = 25.00'
�LAaN E�Tr ro�T B.C. RADIUS = 35.00'
LONGITUDINAL PLAIN BUTT JOINT E1asTINc GRADE ' -- — EXISTING GRADE
JOINT SEALER
AS RO'D
1 /B` RAD 1 /B` RAD 3 3
14' MIN
�. V ES
C NSTRUCTION EXIT DETAIL A �
0 �
N.T.S.
TRANSVERSE EXPANSION JOINT
IN CURB & GUTTER
VERTICAL -- TYPE
CURB & GU TTER DETAIL �° - {
N.
GENERAL NOTES: r
1. CONTRACTION JOINTS SHALL BE PLACED AT Id INTERVALS, PAVMENNT ASPHALTR/w TYPICAL GRAMME CROSS SECTION V
EXCEPT THAT A 15' SPACING MAY BE USED WHEN A MACHINE ti= N.T.S. Q
A Op Opp A IS USED OR WHEN SATISFACTORY SUPPORT FOR THE FACE v M 37.6' 8/C !'S'
p o 0 p og o0 oo 10' INTERVALS, FORM CAN BE STAINED WITHOUT THE USE OF TEMPLATES AT ° • °. q • ° , . 3,' PAVEMENT
p f�p0 o O O0 p O o O p 0 2. JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE ENGINEER. 1/4-/rT
poop 0 o opo C$�ppp 3. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF
00 GO 0 p o o �p pap TEMPLATES OR FORMED BY OTHER APPROVED METHODS.
pp 00 O OOG 0 0 O p WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM %; /,'7,,.-� ��%
DEPTH OF 1-1/2' SHALL BE OBTAINED. "
4. ALL CONSTRUCTION JOINTS SHALL BE FILLED WITH JOINT FILLER
CLASS u OR BETTER SELECT BACK 'FILL
EXISTING GRADE EXISTING GRADE
0 pp p00 Oppa
Op Op0 OOOOp Opp
�- -� pop G o 0 p 0 O a 5 EXPAAND NSION JOINTS SHALL BE SPACED AT 90" INTERVALS, AND
a, p p O 0p OpC>p p INCHES OR MORE IN ADJACENT TO ALL RIGID OBJECTS.
00p0 Opp OpO
p p 8 p GOO
O GC o p pOB o G NOTE:
pop pp®opG00 p�x,p00 CURB &GUTTER DETAIL o TYPICAL OFFSET CALL DE —SAC 5 5
pp opo o pppo 0 0 [aao 1. La IS THE LENGTH OF THE RIPRAP APRON. -�
p0 0 opo O o O 0 �00 2, d= 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT N.T.S. 8 VARIES
00 0 00�000 opp oGo p NOT LESS THAN 6 N.T.S. 8 `
PLAN 6 p a o B o 00 3. N A WELL-DEFINED CHANNEL EXTEND THE APRON (LOCAL RESIDENTIAL ROAD)
0 op o 0 0 dp q0 o o UP THE CHANNEL BANKS TO AN ELEVATION OF 6"
pp6o&� `0�oo ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE
c$TOP OF THE BANK, WHICHEVER IS LESS.
o p
0 4.A FILTER BLANKET OR FILTER FABRIC SHOULD BE ` \
INSTALLED BETWEEN THE RIPRAP AND SOIL FOU
DATION,
La S" SF9.5A ASPHALT 1
IiAVEMENi
R/W 65'-O" RIGHT OF WAY R V* F9.5 ASPHALT s2
vp,v. v v v .0 35'-0" /C-B/C 3'-6'
00o Oo0 0p0 Oppo ppI
L01
��\�/\ 2'-6" CURB 2'-6' CURB RAM B1'-0" RIGHT OF WAY R
pD O \ �� C 6• dt GUTTER 2B'-D" PAVEMENT 15 At CUTTER 1.6• v • v: v • 31'-0" B/C-B/C
fj 26'-0" PAVEMENT
.3%
O o O 0 O o o ! i, /4" 44' 6. Ec GUTTER B A GUTTER E3 i'6• MAX
---� o=-�===- sLrnE -— sLDP� e i /, a". 1 ' 1s' 0 o i-/ mr�c
1/4'/F'r t4�
`D SLOPE 2 1 I SLDPE 2 1
sEcr,oN A -A nLT�, CAS II 0R» SELECT BACK FILL a , �, ,, , .;,; VEG TATI FILTER SECTION K
CA
CLASS II OR BETTER SELECT BACK FILL N.T.S. 8
PIPE OUTLET PRO TECTIO W B
N.T.S. It8
TYPICAL ROAD CROSS —' SECTION rE
(LOCAL RESIDENTIAL ROAD) NT5 g TYPICAL ROAD CROSS — SECTION G
(LOCAL RESIDENTIAL ROAD) N.T.S. 8 po oopp oop o00 0 0 p0
0 o p o0 o000p C50 0
WIRE SCREEN p
0 O 0000 00o p00 ODd O p0 C>0 O
O
00000
Do0 o
00 000
Op O
p06>o IQ
00
O0 O
�T}000
O C>
Do OpO
O00 OO
MAINTENANCE: 1. INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF / /�//// �+ �+�-++� 0 0 p O O p O e° 0 O 0 p O o p 00 O p 0 p
EVENT. ���� u TYPICA CROSS—SECTION p�0 ��� pop Do0 Sp0 DQS Op8
2. REMOVE SEDIMENT ACCUMULATED BEHIND DAMS AS NEEDED TO PREVENT *EN THIS LEVEL Is REAGTI OO O p pp OD 0C O O p
DAMAGE TO CHANNEL VEGETATION; ALLOW THE CHANNEL TO DRAIN THROUGH O O O 0 O O 0 p O p O 00p O
N.T.S. O O O p 0 0 0 0 0 o 0 -�
THE STONE CHECK DAM AND PREVENT LARGE FLOWS FROM CARRYING SEDI- pp 0 00 0 00 O Op O 0o O Oaca-
MENT OVER THE DAM. ADD STONES TO DAM AS NEEDED TO MAINTAIN DE- +s' M"*""" 'I'MIN. ' MIN. O O O O O p 0 O O DO
SIGN HEIGHT AND CROSS-SECTION. CARRY RIP -RAF UP
jf RIP -RAP (TYP) (TP) of SPILLWAY SECTION TH R U BASIN & FILTER PLAN
N.T.S.
V MIN. FREEBOARD !
SECTION A —A
N.T,S.
15WASFFDSTONE TEMPORARY 5EDIMENT TRAP DETAIL ?GN., BLOCK & GRAVEL INLET PROTECTION L
N.T.S.
SECTION THRU BERM &FILTER 8 8 ��`GI11 ER'r• ,s`'ixtEC Rol''
CARRY RIP -RAP UP SIDES OF SPILLWAY A N'T'S, I �� $c'O O ,�
►`i I F'� _ SEAL _ � � `4 AL
NOTE: KEY THE STONE INTO THE DITCH s0 C-438 �� 01
BANKS A MINIMUM OF 18" TO AVOID 2' MIN. A CO '
WASHOUTS FROM OVERFLOW AROUND THE +'•, e,+T++``
M � fff � 4 l�ti �rf u8ii#ii+t �Q
DAM AXIMUM SLOPE
' MIN. FREEBOARD o (1 pp ��jj rr11
t ,f'''frtt Illt
s3�oa 1 20 8" X 8" CCA TREATED POST STACKED
0
#5 WASHED o0 o9$0 0 C>
FLOW-�=
STONE ` �� o oC� SPIKES FINAL DRAWINGS
•.---TEMPORARY GRASS 75'-100' AHEAD $oo88ao8o 1
OF CHECK DAM o�poo ob o a�opo pp I Released for permits Only, 0�� OF7 A Q�
C> 0 TOP OF WEIR Not released for construction
o� oo W,E5TGP055k00�
#1 RIP —RAP o� 0 1.33 5�G710N ONL
1.33 ��
A e = 2' � O � � 3 -- � t�LNNED UNCI" DEVELOPMEW
' VARIES � A V
rowN�nr�• e c�vxea�un ►erncRocn
MIN '1
GRAVEL & RIP --RAP CHECK DAM c LEVEL SPREADER DETAIL H Thomas Engineering P.A.
N.T.S. N.T.S. 8 RIP -RAP 36" RIP -RAP 4 NCDOT COMMENTS JGT o3/��/06 4D3-C Airport Road
ROD 3 STATE STORMWATER COMMENTS JGT 02102106 P.O. BOX �309
New Bern, North Carolina 28563
2 CITY OF NEW BERN COMMENTS JGT 10110,5106 Tel. [phone] Fax. [phone]
SECTION A --,A
eh!-T.S.
/ /
- CALF NT5 � PROJECT #; 2DD4D27 DAZE ' O1 D3
DESCRIPTION -BY DATE P1aT FACTOR: 1 1 PLOT NAME:ADATA\2Do4027\IMPp SHEET: 8 OF 11
t• IHN. 2'MIN DEWATERING O O
TEMPORARY SEDIMENT a p O 0
0000 MAXIMUM SLOPE 0 �Q o0
tV MINIMUM r Mf1. FREEBOARp (p o. O O O
CARRY RIP -RAP UP TOP axL}rAnat a siORMwATEx O oo00 0o a o
#1 RIP -RAP {TYP} SIDES OF SPILLWAY ,. floao, mNE oppa0 0 + oo�p a op $ p O O 0
1' MINIMUM )/� :.:.::...o o� cg o + 2' MIAX �P O qo a Qo 00 ® 1 fi" �O O �0
Q> 0
/ ��// oo$o poop paplo :;ooa0000000� 0 p
/ op8 po o_0a SEDIMEN�� o 0 8 0 0
�i 3' SUN ENT STORAGE ZONE p n
\' \ = TOTAL STORAGE CAPACITY) : - gj0 O O p 0 pE� 0 p0 p o
18" INTO BANK i//�'� \/� // S t po 000 ppopoo 000 O 0
(TYP) y #5 WASHED STONE \��%�����/�/ � o p o op o ppo Co s I �O p 0
VARIES �� \` \i/�/" \� / or5 MAX SEMENT W/ GRADROP TE
�� ��/1 O O 0
e

L
_ ..._ _ .. _ __ -_ .. . - �• � . 1 ♦L r � � L � L. '•.-r r L'•' � �.� r t• r 1 L' { 1 F'4 i F a++L + r
r' p< r L L r t 1 1• • t VL �.f: L.r r. �. .. -. • .