SW7051026_APPROVED PLANS_20110318

STORMWATER DIVISION CODING SHE
POST -CONSTRUCTION PERMITS
PERMIT NO. I SW 7Cz�lD��O -
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

SCHEDULE OF DRAWi NG5
1,HFFT- PIAKAF
SITE /m) PR 0 VfMfA (T5
for
L YlVIV w)OOOOO'OOD l�lGf-ILA NDS AMENI TCfIVT�ie
4 A SUPPLEMENT TO SITE 1MPR0VfMf1VT5 FOR L)0001� /VWOOD HICHLAIVD5
GENERAL NOTES
I . THE INTENT OF 7HE5E PLANS 15 TO SUPPLEMENT PREVIOL
PREPARED PLAN5 BY THOMAS ENGINEERING, PA TITLED "S
IMPROVEMENTS FOR LYNNWOOD HIGHLANDS". LOTS 1 -
SAID ENGINE fKING PLANS ARE TO BE REVISED PER THE DI
SHOWN HEREIN,
2. THESE PLANS ADDRESS SITE AND UTILITY CONSTRUCTION
SEE BUILDNG PLANS FOR FURTHER DETAILS.
3. TOTAL AREA OF LOTS I - 2 15 1 G,02G 50 FT.
4. TOTAL IMPI RVIOU5 AREA OF PROPOSED AMENITY CENTEF
1 0,33G SQ FT MAXIMUM. THIS IS AN INCREASE IN THE O
5TORMWATER FfRMITTI=D AREA OF 3,93G 5F, HOWEVER UNDER
THE LIMITS OF THE PREVIOUSLY MODIFIED 5TORMWATER PERMIT,
5. LANDSCAPING/FENCING DETAILS ARE SHOWN FOR CONCIrPTUAL
PURPOSES ONLY.
G. ENGINEERING SPECIFICATIONS ARE TO REMAIN AS PREVIOUSLY
SU15MITTED, "SITE IMPROVEMENTS fOR LYNNWOOD HIGHLANDS."
7, THIS SITE CONTAINS NO 404 WETLANDS.
5. CONTRACTOR SHOULD CONTACT THE CITY OF NEW BERN
ENGINEIfKING DEPARTMENT CONCERNING 5.T.E.P. SYSTEM
DETAILS AND CONSTRUCTION REQUIREMENTS. THESE PLAN5
INDICATE APPROXIMATE LOCATIONS AND SIZES OF THESE
FACILITIES ONLY.
9. THE5E PLANS DO NOT ADDRESS 51TE LIGHTING UTILITIES. THOSE
L OCATIONS ARE TO BE D TffKMINED BY OTHERS.
10. THESE PLANS DO. NOT ADDRE55 SITE IRRIGATION UTILITIES.
THOSE LOCATIONS ARE TO BE DETERMINED BY OTHERS.
TOWNSHIP # 7 - CRAVEN COUNTY
NORTH CAROLINA
VICINITY MAP
/ ".• l 000'
I COVER
2 EXISTING USE PLAN
3 FROP05ED SITE PLAN
4 DETAILS
PROJECT REVISIONS
ND. Df5CRIPTION D?l DATE
I R-FV15ED SKfTCi 16Y DCH JGT 1. 3. I I
— T
OWNER/DEVELOPER
BILL CLARK HOMES OF GREENVILE, LLC
200 EA5T ARLINGTON BLVD, ST R
GREENVILLE, NC 27858
CONSULTING ENGINEER
THOMAS ENGINEERING, P.A.
P.O. BOX 1 309 - 401 HOWELL ROAD
NEW BEEN, NORTH CAROLINA 285G3
OFFICE, (252) G37-2727 FAX: [phone]
GER STATION I LAND 5URVEYOK
LYNNWOOD f11G11LAND5
SITE IMPROVEMENTS
BOUNDARY
rJ.
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ROBEKT H . DAV15
7175 HIGHWAY 70 EAST
NEW KERN, NORTH CAROLINA 285G2
COPYRIGHT © 201 1 6YTHOMA5 ENGINEERING P.A.
ALL RIGHTS RESERVED. THESE DRAWINGS ARE
INSTRUMENTS OF SERVICE AND AS SUCH REMAN
THE PROPERTY OF THOMAS ENGINEERING P.A.
NEITHER THI5 DOCUMENT NORANY PART OF THIS
DOCUMINT MAY BE REUSED, +REPRODUCED OR
TRANSMITTED IN ANY FORM OR BY ANY M=AN5,
ELECTRONIC OR MECHANICAL INCLUDING BUT NOT
LIMITED TO PHOTOCOPYING, MICROFILMING AND
RECORDING, OR BY ANY INFORMATION STORAGE
AND RETRIEVAL 5YST , WITHOUT PERM15&ON IN
WRITING FKOWTHOMA5 ENGINEERING F.A.
R CONSTRUCTION
T>
i
�GINE�: i • �� A�oLf� i
0
o"�,
lx = SEAL
C-438 1 14 ti
CAR��
9
�''rru�il�tti�� rrrl� tit �
COVER \
SITE iMPROVEME 5
for `,
LYNNWOOD HIGHLANDS
AMENITY CENTER
TOWNSHIP #7/CRAVIrN COUNTY/NORTH CAROLINA
SCALE: I ": ! 000' DATE: 1 .9.09
PROJECT #: 2004-020 1 SHEET: 01 of 04
_� _ _. _ - I - - .. .. T,. .5.� 1': 1 `' i••' T I. ^�!T �T•�? •, I F; -- 7 � ,5 • .-TT-

;TiNG ELECTRIC
UTILITY BOX
EXISTING IRQN:
Vi=-•
'TO BE RPMO_
II
/ 1 I LT 1=15hER AVE
111 I
LOT 103 I I
8033 5q. ft LOT 102 LOT I O 1 11
0.16ac
5020
3200 5q, ft imp area —
0. 18 ac ft 8006 29'
5q. ft �•-- ��
O
G7.00'
00 3200 5q. ft smp area u
EXISTING ELECTRIC
UTILITY BOX
(TO REQUIRE RELOCATION)
67.00'
--€X�TItdG"TRb��
r 1 TO BE REMOVED
LO 5 I - 2
TO BE OMBINED I
E 15TING CUIZB-11-� EXI5TING DRIVEWAY
CURB GUT
(TO BE EXTENDED)
(501 PUBLIC KW
3200 5,1. ft imp area 1 l
_ 1
I d3 tI I
1 III
I I I � III
III
I I I III
II` I
III i
l I III I
III
1 I II,I
II I
EXISTING COMMON AREA t BERMS I I I
/ 2,457 sq. ft
l I I 11 I
1 10�
J
G7.00'
E45TING DRIVEWAY �~
--CURB CUT
(TO BE REPLACED)
EX15TING RCP PIPE FOR
EAST Fi5HffR AVI` DRAINAGE
LEGEND
SYMBOL
DESCRIPTION
Property Lines/Ktght of Way Lines
— — —
Property Minimum Buildirg Lines
LH
Irxi5tlnou Water Valve � Box
Existing Water Service
��
Y
Exi5tsng Pere Hydrant
Existing G" Water Line
Drainage Arrows
—o o
Proposed Privacy ffcnce
—
Proposed Temporary Silt Fence
®
Temporary Check Dam
- - - - -
Drainage 5wafe5
----
Existing Sewer Service
----- ---
Existing/Proposed Sewer Lines
Proposed Grade P0lrt5
GRAPHIC SCALE
10 5 0 10
I
PROJECT REV1510NS
NO, DESCRIPTION BY i DATE
I REV15,-0 SKErCt' BY BCH JCT 1 1.3. I I
OWNER/DEVELOPER
BILL CLARK HOMES O� GREENVILLE, LLC
200 EAST ARLINGTON BLVD, 5T R
GREENVILLE, NC 27858
CONSULTING ENGINEER
THOMAS ENGINEERING, F.A.
P.O. BOX 1309 - 401 hOWELL ROAD
NEW BERN, NORTH CAROLINA 28563
OFFICE: (252) G37-2727 PAX: (252) G3G-2448
LAND SURVEYOR
ROBERT H. DAVIS
71 7 1GHWAY 70 EAST
NEW DffRX, NORTH CAROLINA 285G2
REL FOR
CONSTRUCTION
ATE
``fit 1131If1�1
�1�Lf`GINE�CAROLJ'
I
`,}llllllfll r`
,
SSI
Cj
F , SEAL y
- 17� C-438 q
EAL�9' =
= _
1 14 {� -
! SAY
lll
/111 j 111fl tl(�S�``
OM
111lii Et t��
MEMO
EX. PERMITTED OT
51TE I M PROVEM T5 `.
for
LYNNWOOD
HIGHLAND5
AMENITY CENTEK
TOWNSHIP #7/CRAVEN COUNTY/NORTt1 CAROLINA
5CALL: I ": 1 0'
1 DATE: 1 .9.09
- ' j
�•
77
1 1 rT '
/I 1� 1 •r ' j t r I '1 �
f � 1
f f� r' ' I� a •I
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�
f � � /1. I S� e i ♦� / I� Ir , ±I !t ,i
ll Ar! .. *'.�
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'. . �r�. r..�. Ir....I 5l� -.. .-
r I � - . I
.. 4 - .. ' t:4 M[f �I��)'j� ���>�rj�•+��. �sr.lr -. �rl .. ,.'I .I- i f
PROJECT #: 2004-020 f 5111<LT: 02 of C4

LEGEND
CLIFTON BARNES
59G-280
134.00'
29.25'
29.50' --'- -
r,
92.0'
30. 10- 0
0 0
30. 1 5' 0 0 0
30.20
o�
�
�
�•
I o.o'
18�.0' —
{
Q —T .40' 30.50'
LOT 103
8033 56t. ft
0.18ac
00
3200 5,1. ft imp area
O
G7.00'
1 �
E.X15TING CURB
` G5. 30.20'— —
PROP05ED CURB CUT
28.55'
30. 1 O'
I
30.05'
IL
EXISTING DRIVEWAY
CURB GUT
(TO BE EXTENDED)
11
30.35'
30.35'
29.75'�~—
1 IIII
\ I III •
I �
\ II I
30.50'
� III I
GATED ACC�55 \ y I l
I,
i I II
30.40' l iii I
10
. � ��
\ 111
5. 1 I I l l
III
30.40' 30.5 30.40' I O \ I III I
2 :0' 30.35'
PROP. CONCRETE
EXISTING 5ZWER CLEANOUT
EXISTING 5EWER CORPORATION
STOP TO BE CL05ED
PROP. A5PHALT DRIVEWAY : TRKING
3,8G5 5a. ft
S.T. E.P CONTROL PANEL
ELECTRIC PUMP S
TO CONTROL PAN1 L I r°aRrro syr� _ I I I
F.
30.30'
WC RAMP I , ' 1
25.20'
11 PVC 5LWLR I I l 1 1 1
� 4 III
I � III
Ill }
30. 15i' I l 1 I
SEE NOTE#8. 5HT I I I I 1
I 1
af
i 1
v j' s?7
j
3/4" WATER 5EP.VICE TUBING I I l l I
� Il III
� Ill I
1 ti Ili
II l
f � II Ill
EXI5TING COMMON AR1rA * BERMS l l l
2.457 51. ft I l I I I
III
1 I Q 0�
L�
. I. •,29.00'
•�• r . -' �� •—
--T,--^.' -Tr��
• i� I J 110..
1. s -t S Sl
'r f j.
'1. i
.,
CURB CUT
5YM130L
DESCRIPTION
Property Lsne5/Right of Way Lines
— — —
Property Minimum Building Lines
NEx15t1rg
Water Valve # Box
0
Existing Water Service
Y
Exi5ting Fire I- ydrant
I~Xi5ting G" Water Line
Drainage ArrOW5
Proposed Privacy Fence
Prop05ed Temporary Silt Fence
®
Temporary Check Dam
_.._.._.._.._
Drainage 5wales
---
Existing 5ewer Service
-------
—
Exi5ting/Prcp05e6 Sewer Lines
Proposed Grade Points
GRAPHIC SCALE
10 5 0 10
PROJECT REVISIONS
NO, DESCRIPTION BY DATE r
I 9FV15PD BY BCH JGT 1. 3. 1 1
f l
OWN IiVELOPER rT
BILL CLARK HOMES Of GREENVILLE, LLC
200 EAST ARLINGTON BLVD, ST R
GREENVILLI~, NC 27858
CONSULTING ENGINEER
THOMA5 ENGINEERING, P.A.
P.O. BOX 1309 - 401 HOWI=LL ROAD
NEW BERN, NORTH CAROLINA 285G3
l OFFICE: (252) G37-2727 FAX: (252) 63&2448
` LAND SURVEYOR
ROBERT H. DAV15
71 7 HIGHWAY 70 EA5T
NEW DE , NORTH CAROLINA 285G2
RELE OR CONSTRUCTION
a�
B ATE
i
l,t,t}j1Sr1i77/}�` - 11t1111 Fps,
,. x C R
o�
rx _ SEAL _ 'y -
C-43 8` ;
CAR��'
,!'�llrRlliltt\r rlI]Irt-
I PROP. AMENITY S TER
51TE IMPROVEMEN
for
LYNNWOOD HIGHLANDS
1. AMENITY CENTER
ITOWNSHIP #7/CRAVEN COUNTY/NORTH CAROLINA
SCALE: I ": 10' DATE: l .9.09
PROJECT #: 2004-020 5hEET: 03 of 04
;

- -- ![' _. .. i- � [ _.. i � f�';..r . �i. "�S.'�_L_'___• ��. ,� -- s ,_ _ .. .., .... .. . , .,.,.. ��[ � �.. � _._. �t4f_aR 1._.^_.s..:'.2.i:L'_i :.�.._•_.__ -_ :_:3: �i�'_-..:. .. - - - -...
# I RI P-
CARRY RIP -RAP UP
OF SPILLWAY
18" INTO BANK' #5 WA5HED STONE
..... ......... .........
OYP) >
VARIES
MAINTENENCE: 1. IN5FECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF
EVENT.
2. REMOVE SEDIMENT ACCUMULATED 15EHIND DAM5 A5 NEEDED TO PREVENT
DAMAGE TO CHANNEL VEGI TATION; ALLOW THE CHANNEL TO DRAIN THROUGH
THE STONE CHECK DAM AND PREVENT LARGE FLOWS FROM CARRYING 5EDI-
MENT OVER THE DAM. ADD 57ONE5 TO DAM AS NEEDED TO MAINTAIN DE-
51GN HEIGHT AND CROSS-SECTION.
SECTION A -A
CARRY TRIP -RAP UP 51DI=5 OF 5PILLWAY A u
NOTF: KEY THE 5TONE INTO THE DITCH
BANKS A MINIMUM OF 18" TO AVOID 2' MIN.
WA5HOUT5 FROM OVERFLOW AROUND THE
DAM MAXIMUM SLOPE
I' MIN. FREEBOARD oo
$ �o FLOW—� #5 WA5HFD -`' 0 0 opBoDoo I
STONE
—TEMPORARY GRASS 75-1 00' AHEAO o$�o��o�o Qoogg�g�p�
OF CHECK DAM _ -e �D o �PYct No RA_
PLAN
MIN
I RIP -RAP
4A
DETAIL EC I - TEMPORARY GRAVEL * RIP -RAP CHECK DAM
FULLY GRA55 STABILIZED —
NATURAL GROUND
POOL SLAB
' 51DEWALK
3: 1 OR 3: 1 OR
PLATTER 2' FLATTER
NATURAL GROUND
\`�;\\\ \\ DEPTH VARI fryNN
DETAIL EC2 - TYPICAL SWALE
28.5' PARKING t DRIVE
LL.V
0
1 .511 5F9.5A A5PHALT
/ PAVEMENT
2.0 % TYP. (VARIES)
•v v.v v
'vv:vov;v
S" CABC
SUITABLE COMPACTED MATERIAL
CONTACT GEOTECHNICAL ENGINEER
FOR MATERIAL TESTING, IF NEC.
8.5` DRIVE
2.0 % TYF, (VARIES} I GRA55ED
DETAIL R I -SECTION A -A -PARKING
G" ABC STONE BASE 1-�112" 5F9.5A
OTC) 0 0 0 0 0 a 0 0 0 0 0 0 0
a0 0000 r000 00 oo0
00 0 00 00 0•00 00 00 00 0 000 0 00
-III-I I I=I I I-1 I I -I I I=I I i-III-I I I^"I I I -I 1 I=i i 1=1 I I-
I I —I I 1-1 I 1=_1 I 1-1 I MI 11=1 I I —I I I-1 11-111—III—I 11—I
-11-I I —III -I I =III- I I-111--11 Ed .II1, , ,111 L ; L 111, 1111
COMPACTED SUBGRADE
CONTACT GEOTECHNICAL ENGINEER
FOR MATERIAL TESTING, IF NEC.
DETAIL R2 - TYPICAL PAVEMENT CR05S-5ECTION
4" CONCRETE 51DWALK EXPANSION JOINT MATERIAL
f A d
CCOMPACTff[)
5UBGRADE NOTE: ROUND ALL EDGES WITH I/5" RADIUS TOOL
DETAIL R3 - TYPICAL 51 DEWALK CRO55-5ECTION
DETAIL R4 -- TYPICAL RAMP DETAIL
"•° .. .•'.�-°'- - •. . .A • a1 -1. °' i, !�. .•I All
CD ° t • ° •: e 4 7
c\' 45° —1 I I--1 I-11 I-111E I —I
I—
�' 4 v 3"
\\,5URfACE OF A5Pf1ALT COMPACTED 5UBGRADE
OR CONCRETE PAVING
DETAIL R5 - TYPICAL TURN -DOWN 51DEWALK CR055-5ECTION
I
CURB LINE OR END Of
PARKING 5PACE
CL PARKI NG SPACE
1 2" GRID
I —f--�
I 1 I
11
5"
DETAIL RG - HANDICAP PARKING 5YM 130 L
1 /2" RAD. 0 I 6"
3" PAD.
6 w~ 1 /2" PER FT. I /8" PAD.
O%
24" CURB AND GUTTER - STANDARD
CURB AND GUTTER NOTES
I . CONTRACTION JOINTS SHALL BE PLACED AT I0' WTERVALS, EXCEPT
THAT A 1 5' 5FACING MAY BE U5ED WHEN A MACHINE 15 USED OR
WHEN SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE
OBTAINED WITHOUT THE USE OF TEMPLATES AT € O' INTERVALS.
2. JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE ENGINEER.
3. CONTRACTION JOINT5 MAY BE INSTALLED BY THE USE OF
TEMPLATES OR FORMED BY OTHER APPROVED METHODS. WHERE
SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH
OF I -1/2" SHALL BE OBTAINED.
4. ALL CONSTRUCTION JOINTS SHALL BE FILLED WITH JOINT FILLER
AND SEALER.
5. EXPANSION JOINTS SHALL BE 5PAC2=D AT 90" INTERVALS, AND
INCHE5 OR MORE IN ADJACENT TO ALL RIGID OBJECTS.
1211
PROVIDE F
EACH LOC,
LAYOUT PL
TRANSVERSE EXPANSION JOINT
IN CURB * GUTTER
315" X I" DEEP GROOVED OR SAWED
JOINT TO BE FILLED WITH JOINT SEALER
PROPOSED CURB 4 GUTTER 5URFACE OF
1/8" RAD 1l8" RAD PAVEMENT
QQ CQ Q P zOPbSED
PAVEMENT
PLAIN BUTT JOINT
LONGITUDINAL PLAIN BUTT JOINT
DETAIL R7 - CURB AND GUTTER DETAIL
1t_n" 91911
DETAIL R8 - TRAffIC DIRECTION ARROW DETAIL
BACK CU RP TOP
- GUTTER LINE_
z
DETAIL R9 - CURB CUTS
I
If
T
L
S
PROJECT REV15IONS
NO. OESCRIPI-ION 5Y DATE
1 RfV15fD SKETCH 5Y6Ch' JGT l.3. l I
OWNER/DEVELOPER
BILL CLARK HOMES OF GREENVILLE, LLC
200 EAST ARLINGTON BLVD, 5T R
GREENVILLE, NC 27858
CONSULTING ENGINEER
THOMAS ENGINEERING, P.A.
P.O. BOX 1 309 - 401 HOWELL ROAD
NEW 6ERN, NORTH CAROLINA 28563
OFFICE: [phone] FAX: (252) G3G-2446
LAND S U RV EYO K
ROBERT H. DAVIS
7 175 HIGHWAY 70 BAST
NEW BERN,XORT-i CAROLINA 26562
RELEAtSR $'OR CONSTRUCTION
J3 7' V / VATS
`}`ylyy 54ll flrff,Jf , Nr}f
G IE� ; � ^w��', c � l
SEAL y _ lA 7
'Z C-438 }Q- 10 -
CAR,
If�ff 7fiSS44yyl �f�fl 415
DETAILS
SITE IMPROVEMENTS
for
LYNNWOOD HIGHLANDS
AMENITY CENTER
TOWNSHIP #7/CRAVEN COUNTY/NORT�l CAROLINA
SCALE: N.T.S. I DATE: 1.9.09
PROJECT #: 2004-020 1 SHEET: 04 of 04

0 11A U!
SCHEDULE OF DRAWINGS
5HEET NAME
I COVER
2 EXGTNG USE PLAN
3 FROP05fD SITE PLAN
SITE IM)PRO l/EM�IV TS DETAILS
fAIL M u rt
x
for 7 7
z
L KlklAl VI/ODD HIGHLA IV05 A MfIVI T)OOOO' Cf1v Tf R
n
7j
A 5LJPPLEMENT TO SITE IMPRO vfmfl\lTS FOR L YNNWOOD HIGHLAI\10�Aen
PROJECT REV1510N:5
= ':
^F,Y
TOWNSHIP # 7 -CRAVEN COUNTY = °'= '
TFy
NORT I CAROLINA
GENERAL NOTES
I . THE INTENT Of THESE PIAN5 15 TO SUFFLEMENT FREVIOU5LY FREFARD FLAN5
BY THOMA5 ENGINEERING, FA TITLED "51TE IM7R0VEMENT5 FOR LYNNWOOD
HIGHLANDS". LOTS I - 3 ON SAID ENGINEERING PLAN5 ARE TO BE REVISED PER
THE DETAIL5 SHOWN HEREIN.
2. TOTAL AREA OF LOTS I - 3 15 24,059 50 FL.
3. TOTAL IMFEFVI0U5 AREA Of PPOP05ED AMENITY CENTER 15 15,000 50 Fi
MAXIMUM.
4. LAND5CAFING/FENCING DETAILS ARE 5HOWN FOR CONCEPTUAL PURP05E5 ONLY.
5. LOT WATER AND 5EWER SERVICES PREVIOUSLY CONSTRUCT> ) WHIGH AR; NOT
TO BE USED ARE TO BE ABANDONED.
6. ENGINEERING SPECIFICATION5 ARE TO REMAIN A5 PREVIOUSLY SUBMITTED, "51TE
WFROVEMENT5 FOR LYNNWOOD HIGHLANDS."
7, TH15 51TE CONTAINS NO 404 WETLANDS.
VICINITY MAP
GER 5TATION
LYNNWOOD NIGIILANDS
SITE IMPROVEMENTS
BOUNDARY STORMWATER
APPROVED:
A+UIPF QFVFNT s;f MWS r.t
r4�lB J 4,4 ° VATF-'
S� Plan roa��►`c..f ^� s
s �►� G� Le- ' ^c�,,vU .► i�
13 ?6arS
a►�aC �1,o,,ul :c �d a h
1 �)
OWNER/DEVELOPER
BILL CLARK HOMES OF: GKEENVILLE, LLC
200 EAST ARLINGTON BLVD, 5T R
GREENVILLE, NC 27858
CONSULTING ENGINEER
THOMA5 ENGINEERING, P.A.
P.O. BOX 1 309 - 309 MECALF STRFI=T.
NEW BERN, NORTH CAROLINA 2856E
OFFICE: [phone] FAX: [phone]
LAND SURVEYOR
ICVDI-K1 F1. UHVI-1)
7 175 111G11WAY 70 EAST
NEW bff RN, NORTH CAROLI NA 28562
COPYRIGHT ® 2009 BY THOMA5 ENGINEERING P.A.
ALL RIGHTS RESERVED. THESE DRAWINGS ARE
INSTRUMENTS OF SERVICE AND AS SUCH REMAIN
THE FROf ERTY Of THOMA5 ENGINEERING P.A.
NEITHER THIS DOCUMENT NORANY PART OF Th15
DOCUMENT MAY BE REUSED, REPRODUCED OR
TRANSMITTED IN ANY FORM OR BY ANY MEANS,
ELECTRONIC OR MECHANICAL INCLUDING BUT NOT
LIMITED TO PHOTOCOPYING, MICROFILMING AND
RECORDING, OR BY ANY INFORMATION STORAGE
AND RETRIEVAL SYSTEM, WIT>IOLJT PERMISSION IN
WRITING FROM THOMA5 ENGINEI=RING P,A.
FINAL DRAWINGS
Released for permits only,
not released for construction
�}titiizrrrrTir ``,�iir1 lrfr!
�GINEE� C� CAROL''
j 4
St 9
0
- SEAL �J = SEAL
'4 C-438 Q; - 1014� _ =
CAR��GI„ \ „r
' /�lrrrrriwll�`
COVER
51TE IMPROVEMENT5
for
LYNNWOOD HIGHLAND5
AMENITY CENTER
TOWN5HIF #7/CRAVEN COUNTY/NORTH CAROL
SCALE: AS SHOWN I DATE: 1 ,9.09
PROJECT #: 2004-C20 I SHEET: O! of 04
Nip
+'�'

t I . . I 1 11 1 .-Ion I KA1. is Ali Q.z
- -7
:17 4
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sii—•-' � -r � t� { '� . t ' f f' y'� ,i .i -t 1 �l '+}4 �'.r 4%':
'i rr.�rr, �,t r, � tr ���r+ ��. + ` t r i � < / i}.'t. �� ^� jj� � 't tt t ��tr'• ��ti d��tM+�'
tWd Womb

10' MINIMUM
1-1CARRY RIP -RAP UP
# I RIP -RAP (TYP} `51DE5 OF SPILLWAY
J
I' MINIMUM
FREER ARID
18" INTO BANK ..............
(TYP) #5 WASHED STONE
VARIES
MAINTENENCE: I. IN51'EC7 CHECK DAMS AND CHANNEL5 FOR DAMAGE AFTER EACH RUNOFF
EVENT.
2. REMOVE SEDIMENT ACCUMULATED BEHIND DAMS A5 NEEDED 70 PREVENT
TO VEGETATION; ALLOW THE CHANNEL TO DRAIN THROUGH
y
DAMAGE CHANNEL
THE 5TONE CHECK DAM AND PREVENT LARGE FLOWS FROM CARRYING 5EDI-
MENT OVER THE DAM, ADD 5TONE5 TO DAM A5 NEEDED TO MAINTAIN DE-
50' TYPICAL
^ V'
SIGN HEIGHT AND CROSS-SECTION.
7V
�I,
x v
SECTION A -A
CARRY RIP -RAP UP 51DE5 OF SPILLWAY
NOTE: KEY THE 5TONE INTO THE D17C1
BANKS A MINIMUM OF 15" TO AVOID 2' MIN.
3' DEPTH
S' DEPTH _
Z
WA5r CUT5 FROM OVERFLOW AROUND THE
DAM MAXIMUM 51OPIF
I' MIN. FREEBOARD a0
00
Z
#5 WA5HED "' doo 080..�?
0
FLOW 1
0
STONE :' 000�000�00CF0
—TEMPORAKY GRA55 75'-100' AHEAD 8a 0 0$0 080$0
OF CHECK DAM �0 0 00 0000aoo
r
0 0
T
#f RIP
I I
-RAP
L►
-
A
PLAN 1
VARIES
u
14
MIN
F%
�
�1 r
-
DETAIL EC I TEMPORARY GRAVEL � RIP RAP CHECK DAM
DETAIL R3 - SECTION B-D - POOL ELEVATION5
�
� H
M. L
• i
JOINT DEALER
2 RAD
6" 2'-0"
S-ue" no 8" z4o
o H
N
3" KAD.
1 /2` PER FT. I /b" KAD.
N
s•
I rz^
0%
2' -G"
TRANSVERSE EXPANSION JOINT
2'-GI' CURB AND GUTTER - STANDARD
IN CURB GUTTER
BACK CURB TOP
[/J
CCF��
GLITI�,K LINE
T '
PROJECT R EV1510N5
316 X ," DEEP GROOVED OR SAME JOINT
roef PILLED VA711 JOINT seALeR GENERAL NOTES:
2
PRor-aseu Cu " GUTTER s,,zPncP of PAVE sENr
ue' Rao a Rao 1. CONTRACTION JOINTS 5HALL BF PLACED AT I O' INTEKVAL5,
EXCEPT THAT A 1 5' 5FACING PLAY BE USED WHEN A MACHINE
�{
`L
NO.
OESGRIFTIOAI
BY
Oft T-f
15 USED OF, WHEN 5AT15FACTOKY SUPPORT FOR THE FACE
FORM CAN BE OBTAINED WITHOUT THE USE OF TEMP ATE5 AT
c
_
V C*::Dp 10' 1NTERVAL5.
..: Q Q Q ?ROPesEu e veNeNr 2. JOINT SPACING MAY BE ALTERLD IF REQUIRED BY THE ENGINEER.
Q pa�� 3. CONTRACTION JOINTS MAY 8L IN5TALLED BY THE U5E OF
BY OTHER APPROVED METHODS.
TEMPLATE5 OR FORMED
WHERE SUCH JOINT5 ARE NO 1=0RMLD BY TLMFLATE5, A MINIMUM
r
I'LA:N eurr JOINT DEPTH OF 1 - 112" SHALL BE 06TAINED.
4. ALL CONSTRUCTION JOINTS `r1ALL BE FILLED WITH JOINT FILLER
—
—
LONGITUDINAL PLAIN BUTT JOINT AND5EALLK.
5. EXPAN51ON JOINTS SHALL BE 51-ACED AT 90" INTERVAL5, AND
INCHE5 OP MORE IN ADJACENT TO ALL RIGID OBJECTS.
—
MO
OWNER/DEVELOPER
BILL CLANK HOMES Of GREENVILLE, LLC
•
DETAIL RI - CURD AND GUTTED DETAIL
DETAI L R4 - CURB CUT5
200 EA5T ARLINGTON BLVD, ST R
GREENVILLI , NC 2785,5
CONSULTING ENGINEER
4
THOMAS ENGINEERING, P.A.
P.O. BOX 1 309 - 309 MECALI= 5TREET.
NEW BLRN, NORTH CAROLlNA 285G3
O
OFFICE: (252) G37-2727 FAX: (252) G3G-2448
W
LAND SURVEYOR
W
RODENT H. DAVIS
7 } 75 HIGHWAY 70 LA5T
Q
NEW BERN, NORTH CAROLINA 285G2
A
FINAL DRAWINGS
GRADE uNf
I I
I
Released for permits only,
not released for construction.
b0'-0" 6!C-B/C (TYPICAL)
2-G" CURB I 2'-G" C-IIZ5
GUTTER 75'-0" PAVEMENT # GUTTER
M..�
s t T r r r r
rri
i CA
a9.5' 25.5
.�`` GIN E�,`'�, ��`` "V, o
VAKIE5 VAP&:5 SLOPE VARIES
SLOPE VAKIES
,,,
p �R C O ��' SS 00
SEAL = .� f AL =
k
co
1.5"5F9.5AA5PHALT
jr�rjrrr ��T��� rrrirl5�
PAVEMENT
D ETA I L5
V • v•v • v
v v:vov.o
°
51TE I M PROVEM T5
8" CABC
for
LYNNWOOD 1-1IGHLAND5
AMENITY CENTER
TOWNShIP #7/CPAVffN COUNTY/NORPT CAROLINA
7
DETAIL RG - SECTION A -A - PARKING
SCALE: N.T.S.
DATE: 1.9.09
PROJECT #: 2004-020
SHEET: 04 of 04

IFCO),R
0 0 D
ITID H
7
Iou,-N
A 0kli
RALEIGH
-� ��
All 'Vol
re,
1W)"4+1 9�'�
lot-
CHARLOTTEto
0o pSTORMWATER
HAVELOCK
NORTHikp,,
CHEDULE OF DRAWINGS
C WA I E,� QD ALi T y
SHEET TITLE Date
VICINITY SKETCH 1 COVER
N T.S.
NOIRTH �LT!A 2 SITE PLAN
3-14
PLAN AND PROFILE
15 WATER DETAILS RECEWM
16 SEWER DETAILS
17 S.T.E.P. DETAILS NOV 2 3 2005
18 POND DETAILS
19 EROSION CONTROL & DWQ-WARO
ROAD DETAILS
SITE'
T )
C
4.z SE L
SEAL
C 438 g C z-
7
C
$* 0
9 8 3 *.,N4-";,
G %%
FINAL DRAWINGS
Released for permits only, C.OVC 5/7jrLlwr
Not released for construction /MP7RPC)Vjr1`7jff^/7-
NS
OWNER/DEVELOPEIR: BILL CLARK HOMES OF GREENVILLE LLC fm
200 EAST ARLINGTON BLVD ST R 1-MAW001,r) hI LANDS
GREENVILLE, INC 27858 Copyright by Thomas Engineering,
All rights reserved. CONSULTING ENGINEER: THOMAS ENGINEERING, P.A. #C-148 I hr?se drawings ore instruments of service and as Gr4lwcol
JOHN G. THOMAS, P.E. #10147 ,y-�i remain the property of Thomas Engineering, P.A.
P.O. BOX 1309 Thomas Engineering P.A.
1
NEW BERN, NORTH CAROLINA 28563 !le,�ther this document nor any part of this doc-
[phone] FAX: [phone] ;-lent may be reused, reproduced or transmitted 403—C Airport Road
E-MAIL : JThomcs744*A0L.COM . �r any form or by any means, electronic or mech-
t not
LAND SURVEYOR: ROBERT H. DAVIS rri-of including but limited to photocopying, P.O. Box 1309
7175 HIGHWAY 70 EAST .,C.rofilming and recording, or by any information New Bern, North Carolina 28563
,1-rcge and retrieval system, without permission in
NEW BERN, NORTH CAROLINA 28562 'm, Tel. [phone] Fax. [phone]
252.636.2109 inq from Thomas Eng;neeriniq, P.A. 1 STATE SOTORMWATER COMMENTS JGT 11.10.05 SCALE AS NOTED PROJECT #: 2004020 DATE 10/t2/04
NO. DESCRIPTION BY DATE IPLOT FACTOR: 1 : I (E) PLOT NAME: \2004020\tMPR,. ISHEET. 01 of 19
T.7 7.7 17-
�T.

GENERAL
NOTES:
(THESE GENERAL
NOTES
APPLY TO
ALL PLAN SHEETS)
20,
APPROVAL OF THIS SUBDIVISION PLAT BY THE CRAVEN COUNTY BOARD
01.
ELEVATIONS BASED OFF OF NGVD 1929 DATUM.
OF COMMISSIONERS DOES NOT ADDRESS THE ISSUE OF THE EXISTENCE OR
02.
NO ZONING REGULATIONS ARE APPLICABLE TO THIS SUBDIVISION.
NONEXISTENCE OF WETLANDS WITHIN THE SUBDIVISION. THE ENFORCEMENT
03.
THIS PROPERTY SCALES IN ZONE A-5 AND ZONE C. PER FLOOD INSURANCE RATE
OF WETLAND REGULATIONS UNDER THE SECTION 404 OF THE CLEAN WATER
MAP COMMUNITY 370072, PANEL NUMBER 320-B, EFFECTIVE DATE: MAY 4, 1987,
ACT OF 1899 IS WITHIN THE JURISDICTION OF THE U.S. ARMY CORPS OF
A PORTION OF THIS PROPERTY DID SCALE IN THE 100-YEAR FLOOD ELEVATIONS
ENGINEERS. ENQUIRES CONCERNING THAT MATTER SHOULD BE ADDRESSED
AND FLOOD HAZARD FACTORS HAVE BEEN DETERMINED.
TO THAT AGENCY.
THIS REPORT IN NO WAY SUPERSEDES THE ABOVE REFERENCED FIRM,
21.
CONTOUR INTERVALS SHOWN ARE AT ONE FOOT.
04,
RIGHT OF WAY AT INTERSECTIONS SHALL HAVE 25 FT RADII.
22•
BOUNDARY & TOPO SURVEY PREPARED BY ROBERT H. DAVIS PJ_.S.
23.
DEED REFERENCE: DEED BOOK 1462, PAGE 841
05.
RIGHT OF WAY AT CUL-DE-SAC SHALL HAVE A RADII OF
25 FEET WITH A RETURN RADII OF 35 FEET.
06.
STREET SIGN LOCATIONS SHALL BE IN ACCORDANCE WITH BOTH
COUNTY AND STATE STANDARDS.
07.
ALL STREETS ARE DESIGNATED AS "PUBLIC",
08.
DRAINAGE AND UTILITY EASEMENTS ARE AS FOLLOWS:
A. 10' EASEMENTS ALONG ALL RIGHT OF WAY, OUTSIDE OF RIGHT OF WAY
B. 12' EASEMENTS CENTERED ON LOT SIDE LINES.
C. 20' EASEMENTS CENTERED ON REAR LOT LINES.
D. OTHER EASEMENTS AS SHOWN.
09. UNLESS OTHERWISE NOTED
FOR LOTS 101 - 174 SHALL BE:
A. MINIMUM FRONT YARD SETBACK IS 25 FEET.
B. MINIMUM REAR YARD SETBACK IS 15 FEET.
A. MINIMUM SIDE YARD SETBACK IS 8 FEET.
FOR LOTS 201-308 SHALL BE:
A. MINIMUM FRONT YARD SETBACK IS 30 FEET.
B. MINIMUM REAR YARD SETBACK IS 15 FEET,
A. MINIMUM SIDE YARD SETBACK IS 10 FEET,
10.
MINIMUM BUILDING LINES FOR LOTS LOCATED ON CUL-DE-SACS SHALL
BE WHERE THE
LOT WIDTH IS 60.00 FEET OR 25.00 FEET FROM THE RIGHT-OF-WAY,
WHICHEVER IS
FURTHER BACK.
11,
TOTAL NUMBER OF LOTS = 181
12,
AVERAGE LOT SIZE = 14632.31 SF
13,
LENGTH OF STREETS = 8134 LF
14.
AVERAGE LOT WIDTH EXCLUDING CORNER LOTS = 67'/80'
15.
AREA TABULATION:
TOTAL LOT AREA = 60.80 ACRES
TOTAL STREET AREA = 9.74 ACRES
STORM WATER POND AREA = 2.94 ACRES
TOTAL USEABLE OPEN SPACE = 2,16 ACRES (> 1.04 AC OR
57. OF TOTAL)
TOTAL AREA = 75.64 ACRES
16.
THIS SUBDIVISION TO BE SERVED BY COMMUNITY WATER AND SEWER
SYSTEMS,
17,
LOT DIMENSIONS SHOWN ON CURVES ARE ARC LENGTHS.
18.
71 DENOTES CONCRETE MONUMENTS,
0 DENOTES IRON PIPE SET AT ALL CORNERS.
19.
ALL UTILITY LINES (ELECTRIC, TELEPHONE, AND CABLE T.V.) SHALL
BE INSTALLED UNDERGROUND.
c.7�0
C4MI �AZ 404 WETLANDS
e. + x
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/ ,� • uBL 1 °� /� ` I / /�} OUT+,9.9
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VICINITY MAP - not to scale
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3 20. WT 7
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LEGEND
PROPOSED
8" WATER LINE
PROPOSED
6" WATER LINE
PROPOSED
4" WATER LINE
-
PROPOSED
2" WATER LINE
PROPOSED 4" FORCE SEWER MAIN
PROPOSED 3"
FORCE SEWER MAIN
PRCPOSED 2"
FORCE SEWER MAIN
0- - WATER
SERVICE
0- SEWER
SERVICE
. ` (�(` /��► ����r���`���� ,, %,yam
] � 2a,.ar pl
tttTIi11111711/
'-
CULVERT
GATE VALVE & BOX
t--'I­-� TEMPORARY SILT FENCE
= SEAL a
C-438
FH
FIRE HYDRANT
CONSTRUCTION ENTRANCE
�'�l r''f,rCA,�• ti`
}lf���,1191813,*,���♦~
•
END OF LINE BLOW OFF
E4
OUTLET PROTECTION
® CHECK DAM
CATCH BASIN W/ fNLET PROTECTION
ARV ram_
(4) AIR RELEASF VALVE 10'x70' SIGHT TRfANGLE
tttttllllll�fr,r
♦ r
f
SE 7o`L "
N
.
f '4arrmrriri"t�
ff! �r1�t•1Tt11ttO`♦
r FINAL DRAWINGS
Released for permits only,
Not released for construction
4A GRAPHIC SCALE
5� 100 75 50 25 0 100
For
LYNNWOOD nI6t1114W0S
T011'N311P+ 1 C0✓rNG(JI.A7'1" NOMCAMW
Thomas Engineering P.A.
403-C Airport Road
P.O. Box 1309
New Bern, North Carolina 28563
Tel. [phone] Fax. [phone]
1 REV STATE STORMWA TER COW JGT 11/10/05 SCALE : AS NOTED PROJECT #I 2004020 DATE : 10/12/04
NO. DESCRIPTION BY DATE PLOT FACTOR: 1 : 1 (E) PLOT NAME: FIELD -DATA SHEET-'''___ 02 of 19

ULNLKAL NQTES:
(THESE GENERAL NOTES APPLY TO ALL PLAN SHEETS) 20. APPROVAL OF THIS SUBDIVISION PLAT BY THE CRAVEN COUNTY BOARD
01. ELEVATIONS BASED OFF OF NGVD 1929 DATUM. OF COMMISSIONERS DOES NOT ADDRESS THE ISSUE OF THE EXISTENCE OR
02. NO ZONING REGULATIONS ARE APPLICABLE TO THIS SUBDIVISION. NONEXISTENCE OF WETLANDS WITHIN THE SUBDIVISION. THE ENFORCEMENT
03. THIS PROPERTY SCALES IN ZONE A-5 AND ZONE C. PER FLOOD INSURANCE RATE OF WETLAND REGULATIONS UNDER THE SECTION 404 OF THE CLEAN WATER
MAP COMMUNITY 370072, PANEL NUMBER 320-B, EFFECTIVE DATE: MAY 4, 1987, ACT OF 1899 IS WITHIN THE JURISDICTION OF THE U.S. ARMY CORPS OF
A PORTION OF THIS PROPERTY DID SCALE IN THE 100-YEAR FLOOD ELEVATIONS ENGINEERS. INQUIRES CONCERNING THAT MATTER SHOULD BE ADDRESSED
AND FLOOD HAZARD FACTORS HAVE BEEN DETERMINED. TO THAT AGENCY.
THIS REPORT IN NO WAY SUPERSEDES THE ABOVE REFERENCED FIRM. 21. CONTOUR INTERVALS SHOWN ARE AT ONE FOOT. 32 sFR1 J
04. RIGHT OF WAY AT INTERSECTIONS SHALL HAVE 25 FT RADII. 22. BOUNDARY & TOPO SJRVEY PREPARED BY ROBERT H. DAVIS f' I_. S
D5. RIGHT OF WAY AT CUL-DE-SAC SHALL HAVE A RADII OF 23. DEED REFERENCE: DEED BOOK 1462, PAGE 841 "S I I 1 I eVF <v
FF`
e I R 25 FEET WITH A RETURN RADII OF 35 FEET, � I
06, STREET SIGN LOCATIONS SHALL BE IN ACCORDANCE WITH BOTH
COUNTY AND STATE STANDARDS.
07. ALL STREETS ARE DESIGNATED AS "PUBLIC".
08. DRAINAGE AND UTILITY EASEMENTS ARE AS FOLLOWS: f I I I y
A. 10' EASEMENTS ALONG ALL RIGHT OF WAY, OUTSIDE OF RIGHT OF WAY
�� �g
B. 12' EASEMENTS CENTERED ON LOT SIDE LINES. � 0�1'P�,
S�
C. 20' EASEMENTS CENTERED ON REAR L07 LINES. ,
D. OTHER EASEMENTS AS SHOWN.
09. UNLESS OTHERWISE NOTED OO 0�
FOR LOTS 101 - 174 SHALL BE:
A. MINIMUM FRONT YARD SETBACK IS 25 FEET.
B. MINIMUM REAR YARD SETBACK IS 15 FEET.5
A. MINIMUM SIDE YARD SETBACK IS 8 FEET. �. I
FOR LOTS 201-308 SHALL BE: ¢ q
A. MINIMUM FRONT YARD SETBACK IS 30 FEET,
B. MINIMUM REAR YARD SETBACK IS 15 FEET.
A, MINIMUM SIDE YARD SETBACK IS 10 FEET,
A s eUF
10. MINIMUM BUILDING LINES FOR LOTS LOCATED ON CUL-DE-SACS SHALL BE WHERE THE
LOT WIDTH IS 60.00 FEET OR 25.00 FEET FROM THE RIGHT-OF-WAY, WHICHEVER IS i
FURTHER BACK.
11. TOTAL NUMBER OF LOTS = 181 I I I 0 1 f
12. AVERAGE LOT SIZE = 14632.31 SF
13. LENGTH OF STREETS = 8134 LF f ` I ti I I°•/ o� I /
14. AVERAGE LOT WIDTH EXCLUDING CORNER LOTS = 67�/80' �1 1 �'e
15. AREA TABULATION: 1 y`rfIV
_ j\ ��'L- TOTAL LOT AREA = 60.80 ACRES /
TOTAL STREET AREA = 9.74 ACRES P-U Qur.ra s /
�v OTTeRC
ti
SITE
?e
STORM WATER POND AREA = 2.94 ACRES \ 1� _ '?4a,, �e / G�Tgn VICINITY MAP - not to scot e
TOTAL USEABLE OPEN SPACE = 2.16 ACRES (> 1.04 AC OR 5% OF TOTAL)
TOTAL AREA = 75.64 ACRES
16. THIS SUBDIVISION TO BE SERVED BY COMMUNITY WATER AND SEWER SYSTEMS,
17. LOT DIMENSIONS SHOWN ON CURVES ARE ARC LENGTHS. f c�� Z' �� = / '�IV'
18. DENOTES CONCRETE MONUMENTS,
0 DENOTES IRON PIPE SET AT ALL CORNERS. c'S C /z ��� _ h 4 so ueL \
19. ALL UTILITY LINES (ELECTRIC, TELEPHONE, AND CABLE �\V,) SHALL c' ` o?�
BE INSTALLED UNDERGROUND. f ` \ !yfi ,a� �• '✓ r �, 00
\".
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y4 / ry r l Y yp R + '1 , L
I .ale 1 .• _ / \ \ / /' 9 \�
rAeL w 24 4 nit.� \w y_ `�� �/ �f� \ s1+4 a ti ✓ 1 ��y c�. / \ 2
Sr-� Sr� 1y N I� ,NV WT72. \ \ 1 <WY M• ,6.38
SI I I ~� I _ WT. o9iz! k+v ouT�16.2e-
j INv OUT.20.66 / }I L ' 'rs+ `\ ' `�I•
� � I 4 4 1 � a � � � ` �i22 .� �- ' �°' �,: �, > _ � J� t{5• ��p� � '� � � / /f�U ~� 1 � � 1 �� , � .. \ � }l 1 - -�
\ \ {� SWALE 0 ♦].2Z�
1 1 / \ 1 \
1 h~ 10-
INV QUT-2:.o9 � 4_
}F / \
'� \/ -/ MALE 0W�V,
I I` I{ I I I -- pow
• , I. ISJ J LJ LJ L�. �} k� L� .�I L .� _ -- - - -- - - - - - -LEADER
L�
yy
hQcy/c1
y ii'r2� I 1 MQh h�i! t°i�Q R� ell,�HpS Q M g40 s
Y1) Ri I 1 �%' f g
c7r, A P(�3 �( OOr-,
S 8 1 Ph 1 oS I 1� �IC ,� ch S3 Q 1S) Q s, 9 84 � P 1��
r'BhhPs3g`g� g•�89 a 8\g1+� g,�Q��/! g3\.�,��gQ p����ohl 9s P }
4
LEGEND
PROPOSED 8" WATER LINE CULVERT
ti�trl1177r
N GATE VALVE & BOX TEMPORARY SILT FENCE `,,>>t"lvGllN`+Jl+r�ly�7I�•f� ,�1� CAR
PROPOSED 6" WATER LINE .`~~ ytttrrrtrrf •f f�t� �� �,5tutu u+rr v���i
FH FIRE HYDRANT, ogFO1q•�/.,�'(� .` ��� O �' `'•, y
GO,
RECEIVED
DEC 12 2005
DwQ
FROJ #
GRAPHIC SCALE
100 75 50 25 0 100
SAC L N
i'Olc'
LYNNWOOD t16MhN0S
PROPOSED 4" WATER LINE CONSTRUCTION ENTRANCE C3 =� -:� K 9
_ . _ . _ . _ LLLIII 4-SEAL = y = L
PROPOSED 2" WATER LINE END OF LINE BLOW OFF - C--438 4 f I� 7 CXNI>`lG01AI�1' �nG9MN
OUTLET PROTECTION ® CHECK DAM` Thomas Engineering P.A.
PROPOSED 4" FORCE SEWER MAIN f�''�, Cy�` f� rry iN�;,'Q�:
rrrrrt„t - N rrrn,,,„t 403-C Airport Road
PROPOSED 3° FORGE SEWER MAIN � V CATCH BASIN W/ INLET PRC17f' "ION ffr7F jf191�3t*�ti r/ "l,r�O%ti�*
P.O. Box 1309
PROPOSED 2" FORCE SEWER MAIN AIR RELEASE VALVE �� 10'x70' SIGHT TRIANGLE New Bern, North Carolina 28563
Tel. [phone] Fax. [phone]
0- WATER SERVICE
0----- SEWER SERVICE 1 STATE STORMWA TER COMMENTS JGT 11110105 SCALE : AS NOTED PROJECT 2004020 DATE : 10/12/04
NO. DESCRIPTION BY I DA TE IPLOT FACTOR: 1 : 1 (E) IPLOT NAME: FIELD -DATA SHEET: 02 of 19

....� .�1•..: .5
YELLOW OPICK POAP
46
44
36
32
W3
24
20
16
12
10
o 00
` X O
/NV 00 7 58
r' 23 75
3oL�_18„RCQ
CD u-� u7
~�
N #2 �
,N 1N_2 8
z
I N
� .V N
iN,�- 2 o
� ' r_ 23,10 _
15,
LEGEND
PROPOSED 6" WATER LINE
T PROPOSED 4" WATER LINE —
PROPOSED 2" WATER LINE
PROPOSED 3' FORCE SEWER MAIN
PROPOSED 2' FORCE SEWER MAIN
0 SEWER CLEAN OUT
pWATER SERVICE
0 SEWER SERVICE
r'
w
1
�C& #3
/NVC_24 53
/N v 0 - 21 28
'i
3OLF_ 24
RC
yi PLO.
N �
� 5 MBL
P_ 3 429LF_ p' CP
P
�J
0ti�ititstt>>trr �t1►I11)1 rrr�i
GINF �'� .�� GARo
,`0`If
r �wo4 ",tutrou t�,
CULVERT1`SttrFrrrtf,� j lf�i �` f� �✓
CATE VALVE & Box �� �'�
SEAL -4_ y S 7
C 38
�FH FIRE HYDRANT
%qr
O--END OF LINE BLOW OF r,�', It9t83*'`�`` r!!�r i►1 `'``
OUTLET PROTECTION
FINAL DRAWINGS
CATCH BASIN Released for permits only,
Not released for construction
8
CIO � �� \
m
01.
In
IN OUT-21 \
P_SZ Zp�F_2
` 4 „Cp
CD
V-
co 0"
0
0
Plcnn e )P7rofilc
GRAPHIC SCALE
PLAN FOf
40 30 26 10 0 40 = 4 o' LYNNNOOD t1lefil-1iNDS
TOWN�f�r 7 CR'M[WCOCMfr M71Cf C.WWA
Thomas Engineering P.A.
403—C Airport Road
P.O. Box 1309
New Bern, North Carolina 28563
Tel. [phone] Fax. [phone]
I REV STATE - FORMWATER COM.. J T 11110105 SCALE : AS NOTED PROJECT #: 2004020 DATE : 10/12/04
NO. DESCR1PT10N BY DATE PLOT FACTOR: 1 : 1 (E) PLOT NAME: FIELD—DATA\SITES SHEET: 03 of 19
46
44
ON
36
MIA
Ron
16
-0+;?0-v+00 1--00 2 � +00 3� 00 4+00 f00 6+00 7+00 5+00 9+00
(f' '—__. _. _ , -''` f..,''i r s v t.-. �i 7`:�'i •. .r Lr (yuS •�?t :'.'i �Z'•� •'TJ ;IF' Pr "�.
9+79:69

t _ I. LY . �... �.._.. _.�_.._._. _ __..__� n-_.s _ _. _. _.� .a _'a_.. ._i. L'__ t:• .:i.' �.�. a.L� ._S _..1:.�tii_�_._.:1s Ii_�1'. .��. _._.I
M
1--
W
W
ai
W
W
V7
Y�L-L-OW T�iP/GK �'C�ftTJ
46
40
36
32
910
WA:
m
16
12
10
LEGEND
T PROPOSED 6" WATERLINE
—
PROPOSED 4" WATER LINE
PROPOSED 2" WATER LINE
PROPOSED 3" FORCE SEWER MAIN
PROPOSED 2" FORCE SEWER MAIN
0 SEWER CLEAN OUT
13 WATER SERVICE
0 SEWER SERVICE
CULVERT
H
GATE VALVE & BOX
FH
FIRE HYDRANT
0 END OF LINE BLOW OFF
OUTLET PROTECTION
0
CATCH BASIN
,ttt►ttrtrrrrlrr/
`, tt,tttill,f,,! I=i! 'flr
F. SEAL
C-438
CARG1'``
,f ' lflfl ltitttt 5 lit
flfrff* x 918 3l
��tttrrrrerrr
C A R
=4� L
101. 7
� 4
Ly ti
Jf! r'fill
tO1,
FINAL DRAWINGS
Released for permits only,
Not released for construction
GRAPHIC SCALE
40 30 20 10 0 40
1 REV STATE STORMWA TER COM
NO. DESCRIPTION
PLAN
FOR
4 0' L-YNNINOOD H16t11-ANDS
rOWN9f1p• CKAVf9NCO" NnxmGV"A
Thomas Engineering P.A.
403—C Airport Road
P.O. Box 1309
New Bern, North Carolina 28563
Tel. [phone] Fax. [phone]
JGT 11110105 SCALE AS NOTED PROJECT #: 2004020 DATE 10/12/04
BY I DA TE PLOT FACTOR: 1 : 1 (E) PLOT NAME: FIELD—DATA\SITES SHEET: 04 of 19
4G
44
40
36
52
W:�
24
MIA
16
12
10
9 +34.OG
10+00
11 +00
I? +r�
0+00
14 �--04
1n+00
16 +00
r,fi —77 i—'T etE �,, r. ' i s?.:.�tft•<%�:i•��'+��7�';�;
,�' F .� Iy � 1 j l 1 5 5 � 1•alr. 1!. yf t �lt
Y 1 � � t� 7 1 5I 1! l f t�i �-F4 �'. 15�� �. yl,�• 1 �1 ;1 j ■.i! � r
rr+00
18+00
19+00 P+34.06

i4,
o0
40
CD
11"'CP
V
CU ClJ CU In
i' O
(J)
0)0
O \�� i \
� 1 Y
-
\ /
Dc F t C 1 2
2
\\ \tk
0
G C)
.&0
0.
SEE SHEET 4 ,II, I I Ip SEE SHEET 6
46
44
40
3G
32
28
24
/6
12
10
LEGEND
PROPOSED 6" WATER LINE —
PROPOSED 4" WATER LINE
PROPOSED 2" WATER LINE
PROPOSED Y FORCE SEWER MAIN
PROPOSED 2" FORCE SEWER MAIN
O-SEWER CLEAN OUT
C—_ WATER SERVICE
a SEWER SERVICE
CULVERT
N
GATE VALVE & BOX
FH
FIRE HYDRANT
Imo--
END OF LINE BLOW OFF
OUTLET PROTECTION
2
CATCH BASIN
IN
``�IIIZtI1'r `f `St 1 ""
OG E4r l f 1�ti 4�1'� C+R l flf
4`ti ,tiy�4liltlflf�Iil. rjI + Q ,,,�ti�tttt4eU
AL
SEAL > = 7� i 47 C-438±
r
If91$
FINAL DRAWINGS
Released for permits only,
Not released for construction
1
Ilan -F Frofilc
GRAPHIC SCALE '1�'OV /'7�ffNT
40 30 zo 10 o ao PLAN FOR
1 = 44 LYNNINOOD HIGHLAND
rONrow* 1 G9NLNGOLMY N71PTINGir'C1l.m
Thomas Engineering P.A.
403—C Airport Road
-- P.O. Box 1309
New Bern, North Carolina 26563
Tel, 252.637.2727 Fax. 252,636.2448
1 REV STATE S'''?RMINATER COM.. JGT 11/10/05 SCALE : AS NOTED PROJECT #: 2004020 DATE : 10/12/04
NO. DESCRIPTION BY DATE PLOT FACTOR: 1 : 1 (E) PLOT NAME: FIELD_DATA\SITES SHEET: 05 of 19
4G
44
40
36
32
24
16
12
10
17+ 41�0 19+00 20+00 ?_1+00 22+00 ' r 00 24+00 2` a 00 26+00 27+00 27+91.02
C' It `j..r� �+, .r`•� `�'� } �)5 ��:-tr,-
1 r 4tR il� 1 .i„ t Alh 1 t . Y.t tii S .,Ind E
- •Y- , r,. � � ,.'.'. ': i', +' .. ... 'i•. - .. , 'n � � a.a ,,c.�l,•,ry,t{*rn_�y5'sT'.I

J _ -
y�
D
sue\
I
SEE SHEET 5
Ytfl-LOW ilP0AC>
46
44
m
36
32
W
24
20
1G
12
10
Qn3 n
cr1 0 �O QJ
o o P-33 113LF-48" CPP
in
-A •o 2INV U T= 2 0.6� `-
� \ / 130 =24.49
-�/ i
P INVOU=
l #
T 14.3y
C
'' INV IN= 14.41
r-� p CDR' Ln
o i ^Q' JB#14
0U0 if-) �(
0 /'
513 'L
INV OUT=IX, 7 �IV
1� ' �� INV IN 700
� �� 0 2 ��
cr
INV OUT
U 15.02
I V IN 15.12 �~ '� "
3-�j NV OUT=19.28 �� � Cp
JB
INV IN= 9.38 #i 2 INV OUT 1 .9
_.
BOC=2 .95 ' 90.8i— AN
I"VIU T= .5 � � � B0 X.X
CB IZ—19.6 g 25 #14 CB 1
0
r \ - INV OU 19.99 B#13 v!
-�5y� \ `� , _ INV INS 09 �/ %! OFFSET: 0.,0000 R 13g
.Y �\ c�. - JB#1 STA: 37+7 4398 co
SEE SHEET 7
LEGEND ,,1,�r�lf ��,C,� 'r�
I,;, p j .. . Plan e Profile
�� ♦ +�,1111!!/ liti. rjy 1 �F�t+tl,ll llllfr � �,
o
♦ �gP Rqa, t/'7fzOV/`7NT �LN
CULVERT
+ � �ti0 '! � GRAPHIC SCALE
PROPOSED 6" WATER LINE N CATE VALVE & BOX SEAL - Y4 s _ PLAN F�
~ C-438 1 14 = V 40 30 20 io 0 40
PROPOSED 4" WATER LINE 1 _ LYNNN00p 1 1IGhL1iNU�
— — _ FH FIRE HYDRANT : +''.. y~` :: AV��'�^OPROPOSED 2" WATER LINE 1� �� ',.,, CA��ti�,rf,I I,,''�,� N
,, 1111„t 1 o�t rowrr�++ CRAVlIR CO"y iVgRrTfCyKOfl�il
r�r9faf31*,1`ti� Thomas Engineering P.A.
PROPOSED 3" FORCE SEWER MAIN Cam-- ENO OF LINE BLOW OFF
403—C Airport Road
PROPOSED 2" FORCE SEWER MAIN
�^—� OUTLET PROTECTION P.O. BOX 1309
DSEWER CLEAN OUT FINAL DRAWINGS New Bern, North Carolina 28563
cam- WATER SERVICE CATCH BASIN Released for permits only,
Tel. [phone] Fax. [phone]
�
0 1 REV STATE STORMWA TER COW JGT � 1 Not released for construction 1 Q �Q5
-- SEWER SERVICE � SCALE AS NOTED PROJECT If: 2004020 DATE : 10/12/04
NO. DESCYIPTION BY DATE PLOT FACTOR: 1 : 1 (E) PLOT NAME: FiELD_DATA\SITES SHEET: 06 of 19
46
44
40
52
0
24
16
29+00 30 -+-00 31 +00 OO x � + 00 34 +00 00 -56+00 37+00 37+88,87
_ ... -..T� 1rl ,4f .�. r:}--r. TT Ti
I
�
!t.l

SEE SHEET 4
N o N
Cp � zz�o
J ` ` O (z —
co w u1
00
00
o 1
o o
1!
z CD
rn QD 9 v
o
N
� 0
0
O-o 15` M�L
YELLOW I��P/GK �2p�4,t�
40
36
3Z
Mip
24
W
1G
0T
42+40, 520
-J 1�
T. 0 4000
i
M,
t
t
r oo 4. 1 �65 _ �9•
z z co x
MeL - lzz� < oCD ST -
�08N -
ll ti 20' Mg uX---
0 v 4 27 0
4
j v 0 Qpp
00
tth
SEE SHEET 10 SEE SHEET 5,ttttlrr,
ttttttiorrrfr
czo
rn �� C
00 00 J \ oZ(0
O �
Cb
o CD
.�
W 0-) !! N 2 0
YoW� } vim-►' --�
o
� o
o _� Pr _ 16 o0
0
10,
LEGEND ``�```G1NF,�`'�., %```. �' C jff,
,
„,,,,r, r flan �` f rofllc
Cu-�oo¢p GRAPHIC SCALE //`'lfC7VMNrL�4N�
PROPOSED 6" WATER LINE v SEAL : 4 4L PLAN
H GATE VALVE & BOX _ F._ = 9
C-438 = 40 �� 2� c <° LYNNW04D ti1Gt�LrWDS
PROPOSED- - 40
4" WATER LINE
FH FIRE HYDRAN
., ,,,, CAR• ,� .fo «,,,,,,,,, �'.
PROPOSED 2" WATER LINE '� """",��` f, O � fArl 9 CZAII T Na "�CATU"
�'''''1 � '� Thomas Engineering P.A.
PROPOSED 3' FORCE SEWER MAIN 0--^ END OF LINE BLOW OFF
PROPOSED 2•' FORCE SEWER MAIN
o-SEWER CLEAN OUT OUTLET PROTECT0N FINAL DRAWINGS
�
Released for permits only,
o---- WATER SERVICE a CATCH BASIN Not released for construction
0------ SEWER SERVICE
403—C Airport Road
P.O. Box 1309
New Bern, North Carolina 28553
Tel. [phone] Fax. [phone]
1 REV STATE STJRMWA TER COW JGT 11110105 SCALE AS NOTED PROJECT 2004020 DATE : 10/12/04
NO. DESC!?!P TION BY DA TE PLOT FACTOR: 1 : 1 (E) PLOT NAME: FIELD_DATA\SITEB SHEET: 07 of 19
4G
44
0
56
32
W:1
24
M
IG
12
i0
38 f3229 -'59+00 40 --1
42+00
4-�5- 00
44 +00
45 +00
7ti".., '.?" �T." . �... rr;T :`+. ►� - - --77.�7.7T:,. ?T7 '.-r i� .-r? .iT:'-ii - - : w-rF, i a . TS-;-r:-
r�c-
45190,05

!�4
19
44
40
NO
32
I:i
24
0
18
LEGEND
PROPOSED 6" WATER —LINE —
_ PROPOSED 4" WATER LINE
PROPOSED 2" WATER LINE
PROPOSED 3" FORCE SEWER MAIN
PROPOSED 2" FORCE SEWER MAIN
O — SEWER CLEAN OUT
(3 WATER SERVICE
a •— SEWER SERVICE
SEE SHEET 12 SEE -SHEET 9
CMU..
CULVERT
H GATE VALVE & BOX
Y FH FIRE HYDRANT
0-- END OF LINE BLOW OFF
A OUTLET PROECC ION
M CATCH BASI!
��titttliitrlrl r
s
�4 A
r Y A
rf�� 'Crllflit�'''o�Qrti�
lf!! rrI fi���1,4
GRAPHIC SCALE
40 30 20 10 0 40
i
LNot
INAL DRAWINGS
ased for permits only,
leased for construction I
NO.
PLAN
1' = 40
rA %W.MwATse, CGM1'k EA(rs v—&-'r 1 j . io •
DESCI-'IP TION 9Y I DATE
r-
R
��
F/an ,F Profi/c
FOK
LYNNWOOD 111GtI1-N4DS
'ro*f6wOP 7 GItA 04COUV Nt71(►7IG41'O1NA
Thomas Engineering P.A.
403—C Airport Road
P.O. Box 1309
New Bern, North Carolina 28563
Tel. [phone] Fax. [phone]
SCALE : AS NOTED PROJECT 2004020 DATE : 10/12/04
PLOT FACTOR: 1 : 1 (E) PLOT NAME: FIELD_DATA\SITE6 SHEET: 08 of 19
f54
!�2
48
44
0
10
32
F-141
24
18
e
0 +00355 1 +00 2 4-00
`' +00
4+00
P�)+00
6+00
r .1 •.� . .-..., �� ,. - .. ...., %. ��::'- ���..i!.I�+i;.r.r�!!"1`it•itrw'isY:•.,i�:%i^:�:r,...r,. 7t'if:•r ni H.'
7+00
r" •
9+00
.Hwy-:: .

_Ls �.9. i L _ �'i _2�, LL � L��.._.._t_.' � �� � .— •.? ,-.�.� L.� �u ._ � if r 5 1 r' �f:_!' � : •. - � t: 7
ET 3
c Co '� i g
I } fl N % �� 41
r .gyp c ��
11
QJ -0N-11g ca ti A C)` � {°
d
I s
OLAJ
1000,
0
Op,� ti o-C-I
co
it co
x
rn Cn .0.
CD
`�
�Cb VA
\ 9 77.
40
PZ41
32
ME
24
W
16
1n
C.r-7�� Gar . ' i .•
..
w 11 'ram■ • •- ..
OF
..<<o� IS"ram? � � i` o �1!
'ET 14
LEGEND-
' PROPOSED 6" WATER LINE —
PROPOSED 4" WATER LINE
PROPOSED 2" WATER LINE
PROPOSED 3' FORCE SEWER MAIN
PROPOSED 2' 1-0RCE SEWER MAIN
O-^SEWER CLEAN OUT
13 WATER SERVICE
n SEWER SERVICE
.L�
<1 \
--4 CD CU
o /i1 o O
CULVERT
H
GATE VALVE & BOX
FH
FIRE HYDRANT
d- END OF LINE BLOW OFF
OUTLET PROTECTION
CATCH BASIN
xx
°<.�
0 l
o
,`'�tttttstrrrfrr��
{515t51[[rr r 11
SEAL = a
_ C-438`
%rl ���rrlrlrCA5j5{{{{� 4,r
,,1ttttrfrrfl'r
CARD` `t
`�� OSL� {{tt,uulurrrrf f �t
A
1 4
1 � y
r
rr� f TKO 1`1
�frrr • �rss,t,
FINAL DRAWINGS
Released for permits only,
Not released for construction
N0.
\<o
Q It U \
oa
■
Plan e i`:`rof11c
GRAPHIC SCALE PLAN �I`7'01/MNT ,�'Li4N�
! I9
30 20 10 Q 40 LYNNWOOD nIC�hLAND,5
Ti'JiNN�fAP+r 7 CRMl9VG7[MfY NtMITlC�IH�
Thomas Engineering P.A.
403-C Airport Road
- P.O. Box 1309
New Bern, North Carolina 28563
Tel. [phone] Fax. [phone]
! OM C.AA11r*)-r5 b•f 11.10.0 SCALE : AS NOTED PROJECT JF 2004020 DATE 10/12/04
DESCRT TION BY DA TE PLOT FACTOR: 1 : 1 (E) PLOT NAME: FIELD—DATA\SITES SHEET: 09 of 19
51
G
44
40
32
mg
24
10+OO.�S
I1+00 12+00
1,+00
14 +00
16 +00
16+66.2�
tit ! ;��;
`T
� � , j "���kl.f ; �; •;��; '• .�•.
1lll
�, :,;..4.;'y1,��y t �,� ,1,k;;i `, �:qr � ,
iii
-���-
111
'_
.t 1
s
!! ._

SEE SHEET 9 SEE SHEET 7
LL
J 00 Q' Ge 1
o 0 �.? 0Coo
zXj
o�,Lf
o /
00
Q
2� ,� �� �..� � \ p_
( ,)0
CO
N � L
CO r
"K z N p�
15.
00#�Tt7Y L�tN�
152
44
,A
3G
32
25
24
20
IG
1� 261 F
90
l )
f �
� as
+�
ICIN
_J 1 I�\
m� o
0
1�
282
N a:
N
M O
� �o
_ +O
Li
N
L
o �o
,._-CO
N o�
01
'.0%IIiilltill, ,,S1SSit1ltr1j ,
N
LEGEND E`� i �'r Pk7n F Profllc
,1,��,,y1GIbr, f�frf� 1 %`� `4,,�'',ss
�'•Y �, 9 ! GRAPHIC SCALE
CULVERT � GO �r
'4 PLAN FOR
PROPOSED 6" WATER LINE H GATE VALVE & BOX C E �' 9 = 1501 \n _ y ao 3a zo !o o ao
PROPOSED 4" WATER LINE
_ _ _ FH FIRE HYDRANT �� ',,, CA1S :'�� i Q ql.,,� N
PROPOSED 2" WATER LINE fr,frF If,+t,tt+3* ``�~ �,r`, nrct„T�10 1`� TOWN5ff1'* 9 GYATNGOUW NOKIItC,VU"
L►�
PROPOSED 3" FORCE SEWER MAIN O-END OF LINE BLOW OFF glalttt��� 11 �iillt� Thomas Engineering P.A.
403—C Airport Road
_
PROPOSED 2" FORCE SEWER MAIN P.Q. Box 1309
OUTLET PROTE(;TION FINAL DRAWINGS
0----SEWER CLEAN our New Bern, North Carolina 28563
Released for permits only,
Tel. [phone] Fax. [phone]
C) WATER SERVICE CATCH BAS' Not released for construction 0- SEWER SERVICE ] REV STATE STG MWATER COM.. JGT 11110105
SCALE AS NOTED PROJECT IM: 2004020 DATE ; 10/12/04
NO. DESCRIPTION BY I DATE PLOT FACTOR: 1 : 1 (E) PLOT NAME: FIELD_DATA\SITES SHEET: 10 of 19
�2
48
44
40
36
32
24
0
16
0+00 1+00 2--00 3f00 44-00 n4o�frr��
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SEE SHEET 9
M
K4
2V
M
LEGEND
PROPOSED 6" WATER LINE T
PROPOSED 4" WATER LINE
PROPOSED 2" WATER LINE
PROPOSED 3" FORCE SEWER MAIN
--- - - - ------
PROPOSED 2" FORCE SEWER MAIN
+— SEWER CLEAN OUT
0 WATER SERVICE
a - SEWER SERVICE
CULVERT
CATE VANE & 13OX
FH FIRE HYDRANT
0- END OF L NE PLOW OFF
I� OUTLET PROTECTION
CATCH B^aIN
tittt!llllffl
INE1I'�fr
till
SEAL a
C-438 Z`
CPA"o,
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1
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FINAL DRAWINGS
Released for permits only,
Not released for construction
GRAPHIC SCALE
40 30 20 10 0 40
I 4�;rbgftWaTI-FQ Co
N0. DESCRO TION
Plan (F Profile
PLANf l/n
1 Of
= 40 LYNNWOOD fl/6"LANDS
Thomas Engineering P.A.
403-C Airport Road
P.O. Box 1309
New Bern, North Carolina 28563
Tel. [phone] Fax. [phone]
= G "r 1 1. l0.O SCALE : AS NOTED PROJECT 2004020 DATE : 10/12/04
BY DA TE PLOT FACTOR: 1 : 1 (E) IPLOT NAME: FIELD-DATA\SITES SHEET: 11 of 19
552
44
40
36
32
24
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1 +00
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24
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SHEET 8
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SEE SHEET 11
CID it Q C�
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STA: 4+80.5521� w `' STA• 3+35 0i31 7!
OFFSET: 0.0000,i L OFFSET: 0.0000 L
P-10 24"RCP
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LEGEND
PROPOSED 6" WATER LINE —
PROPOSED 4" WATER LINE —
PROPOSED 2" WATER LINE
PROPOSED 3" FORCE SEWER MAIN
PROPOSED 2" FORCE SEWER MAIN
^SEWER CLEAN OUT
o----- WATER SERVICE
0 SEWER SERVICE
CULVERT
H
CATE VALVE & BOX
FH
FIRE HYDRANT
O-
END OF LINE BLOW OFF
OUTLET PROTECTION
CATCH BASIN
0
`ttttlilllIlfl/t,
SEAL = 9
C-438
CA,gp,�,°
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SEE SHEET 4
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tt
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GRAPHIC SCALE
SE
�- PLAN
e i 40 30 20 1 o a 4o LYN WOOD H 5t f1_1I ND5
1 - 40
I C NrNCMW NWK.0
TIN E 'D A
FINAL DRAWINGS
Released for permits only,
Not released for construction
Omar n8 Lvu'uring
403—C Airport Road
P.O. Box 1309
New Bern, North Carolina 28563
Tel. [phone] Fax. [phone]
1 E �1"oI�dY1W#1f Gar+>1�►'�nTt ��,� )i .)�}-A SCALE: AS NOTED PROJECT #: 2DO4020 DATE : 10/12/04
NO. DESCRIF PON BY DATE PLOT FACTOR: 1 : 1 (E) PLOT NAME: FIELD_DATA\SITES SHEET: 12 of 19
�1
48
44
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24
0
16
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1+00
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1
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11.
TOTO COCJ;9�T"
46
44
36
32
mi
24
Kel
16
12
10
�13(4&1l0�1
LEGEND
PROPOSED 6" WATER LINE
PROPOSED 4" WATER LINE —
PROPOSED 2" WATER LINE
PROPOSED 3" FORCE SEWER MAIN
PROPOSED 2" FORCE SEWER MAIN
O SEWER CLEAN OUT
1— WATER SERVICE
0---- SEWER SERVICE
GATE VALVE & BOX
FH
FIRE HYDRANT
C�-�--
END OF LINE BLOW OFF
OUTLET PROTECTION
CATCH RAC ..::
�tt'l,iilrirf� `
C A
► 4� y,� Jil rrr
►� AL
10 47NS
rot`
l� 7rirnitt¢t' -l�t
FINAL DRAWINGS
Released for permits only,
Not released for construction
GRAPHIC SCALE
40 30 20 10 0 40
PLAN
1 = 40
Plan e frof1le
• VI•
LYNNNOOU t11GHLANDS
f041? 11P• 1 GYAJ1NCC0Ifi NWHC,AC0W
Thomas Engineering P.A.
403-C Airport Road
P.O. Box 1309
New Bern, North Carolina 28563
Tel. [phone] Fax. [phone]
1 REV STATE STORMWATER COM.. JGT 11110105 SCALE : AS NOTED PROJECT !: 2004020 DATE : 10/12/04
N0, I DESCRIPTION BY DATE PLOT FACTOR: 1 : 1 (E) PLOT NAME: FIELD_DATA\SITES SHEET: 13 of 19
4G
44
m
-26
32
M
IG
12
10
0+00
1+ 00
2 +00
T- 77 r.. bra .rT: er.;s 7 t ;1'Tn��T. f�aS i�l�r1?i� T'f?t�',•f: 7, Tr —
t Ir y= r

TOP
OF
BANK
P\s
\ 170
\C,\ / /
\\, , N
0
N
Dx
\
CAI
2
-�
8 r�
2
i.
1
i
TOP
OF VEGETATIVE
VEGETATIVE
SHELF
STORMWATER POND # 1
r' = sa•-o"
r
CROSS SECTION "A —A"
N. r.5
VEGETATIVE
SHELF
TRASH RACK WITH CROSS SECTION "B—B"
ANTI —VORTEX PLATE do TRAS
GUARD--i
6" PVC SCH. 40 36" ALUMINUM
DISCHARGE PIPE
6" PVC TEE
EL. 14.00' 8" STUB
CAULK OR SEAL
ORIFICE CAP WATERTIGHT
DRILL 2-1/2-
DIA. HOLE
60" ALUMINUM
PIPE
)ND $ d r CONC. SLAB
9.5'
DETAIL
N.. S.
,w,,
• y -
TOP
VEGETATIVE OF
SHELF BANK
16.50' 10'-- 18.00 5'
EL.22.00' i
1 r—
VEGETATIVE COVER
— — EL. 16.00' (SEE SPECIFICATIONS'
1 r 3 L. 15.00 PST VEGETATIVE SHELF (TYP )
WITH CATTAIL (TYPHA SPP.)
(TYP)
TOP
OF
BANK
Lo
Xx
SWALE @ ",z
Q)Q; ZZ
C - SWAIE @ 0.25�
I �
i
t LEVE�
SPREADER
LEYEL 2SE6QM
fklgn
NG•IDfi EL. 14.00'
m
STORMWATER
POND # 1 VOLUME TABLE 2004020
AREA TABLE
ELEV.
DESCRIPTION
FORE BAY
MAIN POND
TOTALS
FORE BAY
MAIN POND
TOTALS
18.50
Tr MP. POOL
17521 CF
50039 CF
67560 CF
8049 SF
21835 SF
29884 5F
S'FORAGE
16.00
P_RM. POOL
5968 SF
18196 SF
24164 SF
4809 CF
15942 CF
20751CF
15.00SHELF
EDGE 10
3651 SF
13687 SF
17338 SF
12697 CF
57175 CF
69872 CF
9.50
BOTTOM
966 SF
1 7104 SF
8070 SF
TOTALS P.P. — BTM
17506 CF
73117 CF
90623 CF
FORE BAY VOLUME 17506 CF X 100 = 19.32% (OK)
TOTAL VOLUME = 90623 CF
L2'1
!1 !1
N.T.S.
i
RECEIVED
DEC 12 2W5
nWQ
PAW #
GRAPHIC SCALE
20 10 0 20
FINAL DRAWINGS
Released for permits only,
Not released for construction
`��ttttsrrrrtt��� 1tttllI " "
•�`SGINF,'fr t.�`�g CAR
`,� `'t1t O JrJr,,/ff !r, `ti OQ" `,tt¢tt1lllrrJlrr � fI
SEAL
C-43E /`Q� ' - = 1 147
,•,ffr '',`rJrt 11t1111t t�`y,, tom` f `r rtitlltt ��
9l83���ti r ttt Gri1ti % 0
�'OIVD D�T�t/L,5
LYNNWOOD f10EKANDS
rowkA7l # ! I.F/facom IRASffl VlSl/W
Thomas Engineering P.A.
403—C Airport Road
P.O. Box 1309
New Bern, North Carolina 28563
Tel. [phone] Fax. [phone]
1 STATE STORMWATER COMMENTS JGT 11.10.05 SCALE AS NOTED PROJECT f 2004020 DATE 10/12/04
NO. OESCRIP PON I BY DATE IPLOT FACTOR: 1 : I (E) PLOT NAME: \2004020\IMPR.. SHEET: 18 of 19