95-94 Plans

,+ q,5--qq
N.C. DEPT. OF
TRANSPORTATION
(REPUTED OWNER)
DEED BOOK 59, PAGE 183 & 184
ZONE A6
NO 404 WETLANDS ARE ANTICIPATED TO BE DISTURBED BY THIS
PROJECT
ZONE C (EL 10)
TO BE REMOVED NOTE - CONTRACTOR SHALL REMOVE ACCUMULATED SEDIMENTS
26.7 FROM STORMWATER BASIN DURING THE CONSTRUCTION PERIOD
��v
ABANDON WELL IN ACCORDANCE AND IMMEDIATELY UPON COMPLETION OF THE WORK. AT NO TIME
EIP WITH STATE REGULATIONS SHALL SEDIMENTS BE ALLOWED TO ACCUMULATE TO A DEPTH OF
EET " """' �� 87 10 34" E MORE THAN 24 INCHES
�.. �. 4� EIP 166.12
00 GUM ' > 268.45 �� �� 3".w El S 87' 13' 35" E
l " / 99.08 �.� �� ""� '.�.� �... 14"
rl 16 PILE OF 24 J�''� +�m � \
ELL-' PINE 1 BROKEN GUM 12" / ► I CHESTNUT
a ® STEMS" CONCRETE •PINE 26"
a \ ��� ��_ 21 21 (POPLAR OAK BAY \ SUBMERGED
NHOLE \1 20" 12" SWEET GUM 1 LOG
r ` RESERVE STRIP �-"- 0 ••15" SWEET
oF FUTURE WOODS -- �� X / // MARSH o.s
of RI AY ` �\ SW PI w �'
z m ` ` 10" CHESTNUT *GUMET
'PIN + o
'
a 0- `\� 'PINE */
m m '7 / I (24 24'
27.1 loll 1a 1 E v 10" EOPLAR -SWEET ��
12 P}NPI •1�; o c,
+' ++'~ JECT I-BEA ^� PINE `.14' �f -- 16
18-
CH
SIGN \ -PINE -�OArn
RY STONE 6 ` a _`'� \ 1I 9 •PI
TEMPORARY , 2 \� � 1 PINE •12"
CONSTRUCTION ENTRANCES O 8" 7 \
4 INE
HICKORY
9' ALL ��J-� � 16" I
1 " \ WOODS .16"
OAK ' J • OA S
PI / /
17 %17" 'OAK OAK' CYPRESS SEE SHEET 4 FOR DETAILS
" PINE' ` 2 ` 'OAK OF STORM WATER BASIN
SWEET 10" , 6" , ) ) ` T l /24"
,'1 �GUM.SWEET NE WHITE ,POPLA
INV .GUM PI
1 AK 14" 12" NE
24.6' rn GRAVEL 0 \ 4.7
PINE
DRIVE I � � + HOSE BIBB 12" OAKS
8",12" I \
'PINE i ('; 1 1" TOR E ELEV 9.63 F . w/
INV. PINE. 10" ` '6" I 24.6 " t0"• INE 'PINE 6 RF REA = 940 Q FT M\1 "
SWEET PINE 6"� `�S OW 1 \
GUM't PINE WA UALI POOL ELEV 8.3 tlS* GUM MEAN HIGH WATER ELEV = 2.78 MSL
,�4» &6" 10" 5 S INV 8. 20" .12"
GUMET ,PINE PECAN• +
u's0. Q CB 2 M. PINE
2 # - 1 GU�
4.2 5
P EL 13.51 \ 14 10" &14
.36" IN III EL 10.0
A T EL 9. INE PINE
PECAN IN \ 1 5 Lr
BENCH MARK ON 1
TO PROJECT ARR %PIKE IN 36' FIE E R VA
LINE FROM EXISTING WATER MAIN•PECAN: N\\
OF WAY LINE SHALL BE INSTALLED BY 16 rn> E 0 P E C #1 °' RCP T CP� C
RIGHT PINE PINE .p 5 4. 4"
DISTRICT. THE CONTRACTOR , ��„ T EL 17.0
THE LELAND SANITARY , �_ O 2 METE
SHALL INCLUDE WITHIN THE BASE BID ALL ASSOCIATED , IN OUT 4.0 BOAT C / ORY �ET J SUBMERGED Z
/ / � LOG (f�
FEES DUE THE SANITARY DISTRICT FOR THIS WORK INCLUDING 36" - !�
TAP ON AND ACREAGE FEES IF APPLICABLE.
27.3 ,PECAN
'1 �"/
6X EW IMBE� � �, n, r, LOG
6X R RE AININg WALL /
1 10' 10 6" G VALVE���11 I E
PINE PINE / 12 1' ✓/ E /� ��\ �/ PINE �� NC_. E TE
bLAB
2" SE
8" X 6" TAPPING SLEEVE, n PIN WO S 14 -�\\ 4---`�� r'
GATE VALVE & BOX 1 DIM 0 T1 ��-� �- `J' 6 X6 E \
00 6" GATE ALVE E _ \_ �ih / � -1.7 `
E PINE 2 9 \ / \ _3'� / -2.3 `I 1.
S� P _ 6
3
F
^ �� •PINE E E 12" ��� �� -t 6 )I / x<\
_3.4
in1 'PINE 12" '- / � -7.5 +
r 20 " \8 12" 0 -
..< ,� O N 10° /PINE101/ - + � , t �3 2.2
•POPE PINE 7.4 N \
Z 26 _,., � PINE / /
� � � + REMOVE +
W • 0 2 +181.2 / �/ �� �~ 8' STUMP 1
/ / / 6 STUMP
T /
WOODS ', WEE ��
2-12" P UM /I' �= 12„ �12 ( �� / BROKEN CONCRETE
i �,24 \ TH RE -BAR u'
POPLARS _ �� W1
•24' rPIN& SWEETI J�" \ s•
11 20 PIN y \ GUM +.� SWEET GUM // // 1
Cn `1 1 // / \\ 12" �-
».R P NE POPLAR �14 .12„ �� 14" X5. S \ X
Z 1 2 N 5CH 40 PVC i �'14"1s; .SYuEET GUM �OAIC•� C �'�- / �-� �6
p S WER FORCE MAIN 12 2N 17 POP) -,AR '14" --�16 12\� 7
p� 0 AR \� � \ SWEET GUM � HICKORY �-- �_ �----- --� 24" �8 36 ems• s I
�� <J
. *PINE 27,2 14'14 \ OPINE / 'PINE' ---- 6" OAK Ocr�_v'c3`
0 •16 0 AR --� TWIN POPLARS / ;14"` ��� 20' ` & 14"
PINE •PI E , 2 24" BASE / PINE PINE PINE HICKORY
c' _/ I
y ` M • 14"
1 1 \ \
� 0 14' 12" 2• \ � �-GUM _�
°r •PINE SPINE IN 1\\\4„ ONLY AS NN�SSARY
N 16 . 14 .10" ��+kLTERS 13 12
PINE IM IN pj,W� • 6' TUMP
PINE 12� PINE OAK 1 16" '� \
Z 1 12" 16" PINE PI 6"
T PINE 16 1 °'NE �=
12E\PIN�PINE 12* 20,• 2»E PIN PIN 12' ,10. 12"PIN PILINGS
T' ", •1 NE PINE 12" 14 1N •10 J PIN PINE 'PINE '14"PINE " 4 K S/y •P EV 13. \ 0
18 PINE• INE S 07 / *PINE•P 2 �F
PINE 1 1 NE SWEET L 'PINE _
1b" _�
'PINE s \
PINE' 14: 2 GUM 6 FT WIDT K 2-12"
PINE O 1 OAKS \ \
14 WALKWAY LL BE LAID OUT IN TH PINE D NKIN \ •, 2' PI
PINE pINE +5 14" FIELD SUC A TO MA IM -� FOU TAI vl�
�IN
4 36 C 'PINE SLOPE OF 1 2H 16"
14" 26.3 1 7 -'OAK 12'.13" •PINE + 1p"YGIRt .14" \ �, � TI
PINE p E PINE all
'PINE \ OBSERVATION PLATFORM ' ', � �
'PINE
14, SpOSP\ NNl C RT5 4° J!
-.i T\C p1 EZ 6 i6 I
PINE 14" SEP SEE SNE �_� 'PINE \ I .�
'PINE 8' pREP 14" /" 0 16' I 1 „- NOV 0 7 1994
NE 1 " nPINE 'PINE 2" BLOW F AS ' INE -4rncn
1 14' 'PIE PINE I
'PINE .14" / 14" ` � \ DIVISION OF
s SHELTER PINE COASTAL MANAGEMENT
PINE S E 12" PINE
� ) I
18" 26+. . `4"- _zzl18. 13" . / 7.
27.1 , PINE + PINE 'E�11� S �NEET GUM --- PINE 7Q J '
14' 1 g• 24• _/�%`? 40» ` SITE AREA = 11.5 ACRES
'PINE 26 - - 18° / �-'1 ryE -PINE / 4. OAK
' N �ENUDED AREA = 5.2 ACRES `,`���►�t t�u� ��f```
i /POPLAR 30.SwEl
A 12" ,-14' �4. j PINE 2-12"--�IVOODS _ �/X'1/
GUMOAK OAK i 12' HICKORYN
SWEET GUMS / 2 Q
/ 18"SW / // /PINE / -- -14" i
2 GA VE SWEET CHUM 14" �/ - 0" OAK "'PINE 24" 18 PINE MARSH
TEMPORARY STONE , - `a 14`>s
-2 14 .PINE /f
CONSTRUCTION ENT ANCE . ++++++'+ 14" SOAK / �// 4 �r .24" 'OAK • 3 PINE
CONS --' POSTS WOODS *PINE •OAK POPLARS HICKORY �- • \ ;" Y
WITH INSTALL ASSE 1024 N0.7 BACKFLOW PREVENTER CABIN 6" EL N
vlr; c
I 6X6 TEE 36" 14' / •OAK /
AND BRASS GATE VALVE ON DELIVERY SIDE OF 14 _ ,� _ - -fix --- -x ---,�
WATER METER INSTALLATIONS 6X2 RE SWEET GUM •SWEET GUM \
EIP N 89' Al' 43" W 68" .20
GUM HYDRANT
N�
1
BENCH MARK
NAIL IN 16"
GUM
EL=29.06'
N.C. STATE PORTS
AUTHORITY
(REPUTED OWNER)
DEED BOOK 128, PAGE 97
ZONE C
ZONE A6
(EL 10)
TOPOGRAPHIC INFORMATION PROVIDED
BY FIELD SURVEY OF BRUNSWCK
SURVEYING, INC DATED 10-1 G-93
NJ
LELAND
Gy,
R
s
US 17
74&76
L
EAGLE
ISLAND
Jg `� SITE
uZi
Q
� U
VICINITY MAP
LEGEND:
EIP EXISTING IRON PIPE (FOUND)
TP ❑ TELEPHONE PEDESTAL
CMP CORRUGATED METAL PIPE
RCP REINFORCED CONCRETE PIPE
MARSH
CONTOUR LINE
INDEXING CONTOUR LINE
+ SPOT GROUND ELEVATION
WOODS LINE
\/ `/ \,
X , . SILT FENCING
wmw� GRADING LIMITS
NOTES:
* A PORTION OF THE PLATTED TRACT APPEARS TO BE
IN A FLOOD HAZARD ZONE.
REFERENCES:
DEED BOOK 916, PAGE 79
DEED BOOK 756, PAGE 884
BRUNSWICK COUNTY
PARKS AND RECREATION
TOWN OF BELEVILLE
REGIONAL ACCESS PARK
BRUNSWICK COUNTY
ENGANEERING DEPARTMENT
P.O. BOX 249
BOLIVIA, NORTH CAROLINA 28422
910-253-4488
50 0 50 100
1 " = 50'
SCALE FEET
REV. 5/25/94 RET
REV. 6/15/94 RET
REV. 10/07/94 RET
CONTOUR INTERVAL 2.0'
SHEET 1
SCALE 1" = 50'
DATE 4-26-94
TOWNSHIP TOWN CREEK
FIELD BOOK
COUNTY BRUNSWICK
FILE
STATE NORTH CAROLINA
JOB N0.