95-94 Plans 2

PARKS AND RECREATION
DIVISION OF
COASTAL MANAGEMENT

N.C. DEPT. OF
TRANSPORTATION
(REPUTED OWNER)
DEED BOOK 59, PAGE 183 & 184
ZONE A6
ZONE C (EL 10)
26.7 TO BE REMOVED
„ EIP \ ABANDON WELL. IN ACCORDANCE
1 12 �.` / / WITH STATE REGULATIONS I \
Is �� S 87' 0 34 E / \
GUM' 6 /T 268.45 �� ElP S g �3 35� / EI S 8 166.12 I �7
EL/� PILE of 1 99.08 �_ •G•� �-� -" 7 13' 35" E I
16" 1 ( \ _
STEMS" PINE \ /I BROKEN C 'GUM 1IN 14"
`J \
NHOLE CONCRETE PINE 26'7tOAKSTNUT 1 BAY
_ \ 1 RESERVE STRIP \ �21 27 20" POPLAR 12" SWEET GUM
vl[ \ SUBMERGED
)
F FUTURE \ \ O 15" S16ET LOG
o m ` 1 RIG T-OF-WAY WOODS �- - mi l 22" / � 16" w MARSH O.s w v
24, �SINEET \
1 ,
Q r, 10" CHESTNUT 'GUM "PIN + o
2 27.1 'PINES OA '� 24 00 0
j 24" rn n
10" 1� & 14" �ROPLAR _Jt-
" 24
T Z 12X12" % 1 'PAE .p� 11 " •G MET
/ l
�, \SIGNJ`� \ /-BEA \ 'PANE -,14" _�- 0
�_ 16"
V 26 / \ \ INE ��CHK)TN \ 7 \
1 OAK
'SWEET -?'v'E / Og" 7) PINE 9 .12" .?I \
n 4 1 9' ALL HICKORY
o j \ - 16\
/ 16" OAK 2-
�INE \
1 1 WOODS 'OAK � J -OAKS
„ 16" 1 \\ \ „ 24 / 7
/ < 40"
g PINE' 1 17.2 � \ �\ 17 "OAK •18" _
SWEET 10" ` •OAK OAK . CYPRESS SEE SHEET 4 FOR DETAILS
1 1 \ J o / r OF STORM WATER BASIN
S� GUM. SWEET 6 ) I \ / /
,GUM 'o'NE 24"
24.6' a_ CRAVEL� 0 WHITE.7 (pOPLAI
414 12 NE
[RIVE 12" \ + OAK HOSE BIBB J PINE t
„ P f
-12" OAKS
'
INV. g, INE 16 "
24 6' PINE. 10' ` V \
10" INE 'PINE / ,SWEET
S 6„ PINE•„ c'0, � 6 4GUM
WEEP PINE \ 12
GUM 0" `�\ \ O.AX 16"
,,SWEET PINE 36" + 5 F S V 8.0 .SWEET GUM \ MEAN HIGH WATER ELEV = 2.78
GUM 1 PECAN \ 20„ MSL
1 �✓50.5 Q�l \ O .12„
2 CB#2 \ GUM. PINE )
2 4.2 P EL 13.5 1 ,GUou
.36"
1 PECAN 1 N N EL 10.0 5" RC \ 2\ 10" &14"
1 BENCa! MARK ON INV UT EL 9.8 12.5 INE "PINE
RR SPIKE IN 36" ( + \ )
16: PECAN: �, 30 P ' f 72 zz PINE °'NE` •PEC / #1 5„ RCP v 1 / L/ T EL 17.0 3 T 36 CP W/4.
UM
_ IN OUT 4.0 HICKORY WEET 1, SUBMERGED I Z
36' 5 FT WA K Y N-v / LOG
27.3 PECAN 1 -- _ I ) Ui
6 X T E p'�
1 j
1 6X REEP o t o LOG
10 6" GATE VALVE RE AININB WA 114��PI E
I -
Z 12 V 12-
\ PINE �� PINE '\ NC ETE
8" X 6" TAPPING SLEEVE, o,� �/ ---� �SLABS
GATE VALVE &BOX PINE WO
S 1 „
4 � \ t
0 6X6 TE 14"'PINE
�1 6" GATE A VE 1 BAT 0 E / f 12' PINEK_
O� �f PINE 9
zcl s Z 1 »1
\ 1 - 3--- \ \ 1.7
P 61 20 ��-2 +3 �` +
N � J
d • PINE
E EEI a \ \ J Li + Q;
1 1 1 12" % / -6.6 \ I
1 - /
20" (PINE "12" „ 1� 1� / � -7.5 -3.4 �
0" /
W 1 Z CA N PINEPIN / \ \
1 26 30" •POPLA 'PINE PINE + \
1 % / -7.4 / _3 -2.2
W •OAK �^ + N
1 ( ( REMOVE
1 12" +
�� / A f '
WOODS 2-12" r�� •PO IRGMET r- I 6 STUMP . 8' STUMP
POPLARS �� 24 �- 12 �-1 2 J
- \ � BRO
KEN CONCRETE \ S
_PIN 8 rPIN6 SWEET 1Q„ ` ` \ -__� /� / WITH RE -BAR \
NE + a PI GUM ` \\ \\ -_� / s•
\ . 26 SWEET GUM10"\ 7
OPLAR POPLAR �14
Z 111, 1 2 IN SCH 40 PVC A 1 PINEPOPLAR K 12 14" \\\\\\\\ X5.5'- / �2
C� I - 4 /� .SWEET GUM OA�� C ET_ _� _� S \
S-WER FORCE MAIN ���- �- i6
00 12 R PINE ( 1 J POPLAR '14" _, 0 1 \ -��
272 0 AR \ \/ \SWEET GUM HICKORY
G PINE 14 \ � • 24 / ,14" ` �� -� -Z g ' 16" OAK 36 I
s, �r \
n p t •16" PO AR \ 20PINE 'PINE fit- 36 OAK O �,
G� PINE 2 TWIN POPLARS �� 144^ `� "OAK
24" BASE 20"
M PINE 1 t 1 4"
•PINE, mac, �/ . 14" PINE ?INE HICKORY
14" 12" 2„ �_ OUM `� 20" PINE \
PINE \
'PINE „ I
la NE 2S CL ONLY AS NECESSARY -� h 'OAK \ \\ \ \ \ I
16". ,1A 14"
PINE, 12 •PINE OAK 1 "PINE R INST LLAT ON OF IMP O� LULL as /
13 12" �.s�
Z PIN PINE 1•PI �- 1 I '9 \�� INE
P N� PINE y 16 18" 'PINE 26 ' 6, - o cP
' 12' 12" 2 PI p l , 6''`�TUMP
p PINE\ ., 4. PINE PINE• 714
E 12„ PINE 12" 10" 12' 0918" NE 12" INE INE •10"• PINE PINE •PINE PNE c' c" "OAK 2 'PNE ECKI \ PILINGS
PINE , , PINE-
SWEET \\ \
10" 2 "10" GUM V 14" �� - / �14„ .' _•-6\ 232 \EV 13 \
PINE' 14. 12" NE SWEET 'PINE PINE \
PINE �IN GUM 6 FT WIDTH WALK PATH 2-12" \ \ \
1 14" '12 PINE 'OAKS \ 2y \
PINE PINE1 26.5 WALKWAY . HALL BE LAID OUT IN THE
.+ ,PNE FIELD SUC AS TO ENSURE A MAXIMUM \ \ FDOU KIN
14 36" M 1 IN COVER SLOPE OF 1V/12H � � N �
1 .13" �PIN L 14„ `L
11 26.3 2+ l \ �7 A \ I
PINE 'PINE + 14" WOODS + / --,'OAK 1 1 1 1 1 PINE .14" PINE
12" \ '/ PINE
PINE 14„ I � OBSERVATION PLATFORM
AU
<' 1
27 ' \_ vs?OS14' /
14" 1 SEpT1C SEE SHEET 6 'PINE 'PINE 16"
'PINE NE 14" AREA • PIN[- / / / 20 � 16" "PINE
1 14' •PINE •12" / 'PINE I I \
1 14 ?2 �rncn I
1 'PINE PINE �\ I
'PINE I
1 , PIN 14'
PINE S �-
1
18" 26.7 • PINE
27.1 \ ' PINE 1 + 14" 14" 12" PINE l
PINE 'PINE /-___18" �� 13"
1 14" S IL SWEET GUM SPINE
1 'PINE 'PINE 26 _ AD ^ �� , 8" / 14 -�P NE _ - //� 40'0 I \
PINE INE h OAK I
AU 12 l�j 'POPLAR � J 30' i`- �- SWF�
OAK / OAK 24, / �--PINE 2-12" -- W009S _ - -�� GUM \
18" / / 'PIN SWEET GUMS �12__HICKORY , J N
2' GA _VE SWEET UM / / 14" �/ �- 14" --
141� POPLAR � 20" OAK 'PINE 24' ;18' PINE MARSH c \'
POS'U 14" / HICKORY 24OAK 4"
WITH *PINE ." "OAK 'PINE O -
WOODS 24 2-14' �� -_ 24 .3 FINE �1I�
/ \
CAB'- 6" EL N ;OAK j POPLARS \
(CA -E) 6X6 TEE 36" 14" 14" / OAK � \ \
1 + 6X2 RED SWEETGUY / - - -max
!� 6' E a 6"�AL "PINE` 'SWEET GUM ! / - - \
0_V I HYDRANT N B9' 4' 43" W 681.20 POPLAR
- \
1 w` I
9rVC1+ MARK
N.C. STATE PORTS
AUTHORITY
(REPUTED OWNER)
DEED BOOK 128, PAGE 97
ZONE C
ZONE A6
(EL 10)
TOPCGRAPHIC INFORIVA1110N PROVIDED
BY FIE_D SURVEY OF BRUNSWICK
SURVEYING, INC DATED 10-14-93
LELAND
VICINITY MAP
US 17
74&76
EAGLE
ISLAND
m ,.
A
SITE z
z � �
O �
cl
c,+ Z vQ
z
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
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
P.O. BOX 249
BOLIVIA, NORTH CAROLINA 28422
910-253-4488
50 0 50 100
SCALE FEET
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 NO.

2X10 SYP CAP
CHAMPHER EDGES 1/2"
DECKING DETAILS
CONCRETE WALKWAYS
6X6 SYP ® 8' O.C. -
2X12 SYP ---__
3/4" HOT DIPPED
GALV. NUTS,BOLTS &
WASHERS
8X8 COLUMN ® 8 FT CENTERS
20
mil"
IU
5
0
-5
0
2x4 SY © 7" O.C.
2�
EXTEND PILE TIPS 12 FT MINIMUM BELOW
EXISTING GRADE ELEVATION
• �Ma
INSTALL 6" HEIGHT ASPHALT HUMP DIVERSION \
TO PREVENT STORMWATER RUNOFF FLOW ONTO RAMP \
FROM PARKING AREAS
I
20
' 0" THICKNESS - 3000 PSI CONCRETE
REINFORCED WITH 8X8 X 10/10 WWM
40
I
4
d
a ° g WICTH PER PLAN
4 DIMINSION
a4
d I
4 d 4
4 d
4
4
48
4 .o
� �N`GKNESS a
4 a
PROVIDE 1 /2" DEPTH TOOLED JOINTS
AT 5 FT O.C.
INSTALL 1 /2" THICKNESS FULL DEPTH
EXPANSION JOINT AT 40 FT MAXIMUM
INTERVALS
ALL CONCRETE SHALL BE MINIMUM 2500 PSI
COMPRESSIVE STRENGTH
IMMEDIATELY AFTER PLACEMENT OF CONCRETE
PLACE NATIVE LEAVES OVER SURFACE AND PRESS
IN TO LEAVE IMPRESSION OF LEAVES INTO
CONCRETE AND PROVIDE NON SLIP ROUGHENED
SURFACE
'8" D X 12" W KEYWAY
CONCRETE PLANKS
SEE SHEET 4 FOR PLANK DETAIL
MEAN H'GH WATER ELEV 2.78 MS_
MEAN LOW WATER ELEV -1.5 MSL
OF RAMP ELEV -4.5 MSL
60 80 100 120 ',40 160 _
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
i
A
BRUNSWICK COUNTY
ENGINEERING DEPARTMENT
P.O. BOX 249
BOLIVIA, NORTH CAROLINA 28422
910-253-4488
SCALE FEET
CONTOUR INTERVAL SHEET 2
SCALE DATE 4-26-94
TOWNSHIP TOWN CREEK FIELD BOOK
COUNTY BRUNSWICK FILE
STATE NORTH CAROLINA JOB NO.

RAMP GRADE
BATHHOUSE FLOOR PLAN
25' —2"
� I
6' —6" 1 2' —2" � 6' —6„
N
cv
BATH HOUSE ELEVATIONS
RAMP WALKWAY
LOCATE RAMP WALKWAY AT CENTER OF RAMP
5 FT WIDTH WALKWAY
STEP TREADS = 9.75"
/ STEP RISERS = 8"
8X8 PILES AT 8 FT MAX CENTERS
EXTEND PILE TIP PENETRATION TO
A LEVEL OF 12 FT BELOW GRADE TYP.
USE SAME CONSTRUCTION AS FOR WOODEN WALKWAY
DELETING USE OF HANDRAILS SEE SHEET 2 FOR
DETAILS
MEAN HIGH WATER ELEV 2.78 MSL
MEAN LOW WATER ELEV —1.5 MSL
END OF RAMP ELEV —4.5 MSL
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
BRUNSWICK COUNTY
PARKS AND RECREATION
TOWN OF BELEVILLE
REGIONAL ACCESS PARK
BRUNSWICK COUNTY
ENGINEERING DEPARTMENT
P.O. BOX 249
BOLIVIA, NORTH CAROLINA 28422
910-253-4488
SCALE FEET
CONTOUR INTERVAL SHEET 3
SCALE DATE 4-26-94
TOWNSHIP TOWN CREEK FIELD BOOK
COUNTY BRUNSWICK FILE
STATE NORTH CAROLINA I JOB NO.

STORMWATER BASIN SECTIONAL VIEW
MIN VOLUME TO TOP OF RISER = 8185 CU FT
6/1 SLOPE--�
3/1 SLOPE
CONCRETE PLANKING
m
3/4" STAINLESS STEEL EYE BOLT
#4 @ 18" OC
3 EA #4 BARS
INSTALL 2 EACH EYE BOLTS PER PLANK
CONCRETE SHALL BE 3000 PSI STRENGTH
PLANK LENGTH = 15 FT
INSTALL PLANKS OVER 6" MINIMUM DEPTH
ABC STONE COVERED WITH GEOTEXTILE FABRIC
MAINTAIN A MINIMUM OF 2" COVER OVER REINFORCING
STEEL
MIN SURFACE AREA = 6358 SO FT
n
z
1 1 /2" PVC '
RISER INSIDE OF
48" STANDPIPE
SET INV. = 7.0
SET WIER =8.0
EMERGENCY SPILLWAY SECTION SHALL BE A VEGETATED
SPILLWAY WITH A BOTTOM WIDTH OF 20 FEET WITH 3/1
SIDESLOPES. ALIGN TO DISCHARGE ONTO CONCRETE
BOAT RAMP SURFACE
II"
1
11„
H
{
o
_SIT G
o
O
G
1
r 41„
r 41„
H
1
.I�
2
2
--
B..
r Te.
PLAN OF GRATING
CAST IRON
--- I" DEPRESSION
I 78
f_— 2„
SEC TI ON-GG
1 34�� --{
3' — 2,
I T6
SECTION-HH
REVISIONS
N0. DRTE I DESCRIPTION
PLAN OF FRAME
CAST IRON
1_ I.
-- 3' -33 —
1" 4
L
— 3'.2"
4" 17-
2e 2e..
3'-6"
SECTION-EE
- e e
1 31'
I' 4 I'
a -e
2'-2"
2— 2-12 I - 21
e r j` B
— 2 '
SECTiOr,,-FF
STANDARD DROP INLET GRATES AND FRAME
FOR USE WITH STD NO 840.14B & 840.15B
STRTE OF NORTH CRROLINR
DIVISION OF HIGHWAYS
SET INV. 48" RISER = 5.0
STD.NO
840 16
48" DIA RISER s
PLAN
WITH COPING REMOVED
C— BRICK COPING
- \ I--_
- — 3'-G" —�
A
SECTION-XX
TOP OF DAM = 11.6
BASE OF EMER. SPILLWAY = 9.6
025 FLOOD STAGE = 9.4
Q10 FLOOD STAGE = 9.3
TOP OF RISER = 9.3'
36" CMP ® 0.001 FT/FT SLOPE
END OUTLET CULVERT AT A MINIMUM OF 30 LF
HORIZONTALLY FROM MEAN HIGH WATER ELEV
GRADE TRAPEZOIDAL CHANNEL FROM
OUTLET OF DISCHARGE PIPE TO MEAN
HIGH WATER ELEVATION. BOTTOM WIDTH
SHALL BE 3 FT. SIDESLOPES SHALL
BE 3/1.
- STD '- 840 16
FRAME S GRATE
1
SECTION-YY
DIMENSION$ AND OUANTRIES
DIMENSgNS OF BOX t PIPE
rDNC.
IN BASE
TOTAL BRICK MASONRY
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
WIDTH
HEIGHT
PER FT.
HEIGHT
1po,i
L Ic,NG
knN.
H
1
A
B
H I MIN. 1
CU. lOS.
12"
3 0"
2'-0'
2'-8"
C.267
0.313
0.;3'
0.8,1
0.020
0.U32
15'
3'-0"
0-0'6
0.031
0.04?
IB"
t
2'-5"
1.106
0.'44
0.065
24"
4'-J"
I.ZP9
it
0.1;3
30"
0.267
0.313
0037
1.367
0.122
0.170
REVISIONS
0. DATE DESCRIPTION
k0hd 4 Coin lll—.
iENERAL NOTES
ALL DROP INLETS OVER 3-6" IN DEPTH TO BE PROVIDED
NTH STEPS 1-2" ON CENTERS STEPS SHALL BE IN ACCORDANCE
WITH STD, 840 66
CLASS 8' CONCRETE TO BE USED
ALL MORTAR JOINTS ARE TO BE 12 8"
FORMS ARE TO BE USED FOR THE CONSTRICTION OF THE
BOTTCW SLAB
BRICK MASONRY DROP INLET NOT TO BE USED N LOCA
TOO SUBJECT TO TRAFFIC.
JUMBO BRICK WILL BE PERMITTED CONCRETE BRICK OR 4"
SOLID CONCRETE BLOCKS MAY BE USED IN LIEU OF CLAY BRICK
IF REWNEFD CONCRETE PIPE IS SET N BASE SLAB OF
801 ADO TO BASE AS 91M ON STANDARD 840 00
FOR 8-0" IN WIQ4T OR LESS USE 8" WALL OVER 8 -0-
IN `EIGHT USE 12" WALL TO 6' -0" FROM TOP OF WALL AND
8- WALL FOR THE RENAIINNG 6' -0" OUANTITES TO BE ADJUSTED
ACCWOINGLT.
STANDARD BRICK DROP INLET
12- THRU 24"PIPE
STRTE OF NORTH CRROL:Nti;
DIVISION OF HIGHWRYS STD.NO. EV.
RRLEIGH. N. C. L 84015 1 C
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
SRUNSWICK COUNTY
ENGINEERING DEPARTMENT
P.O. BOX 249
BOLIVIA, NORTH CAROLINA 28422
910-253-4488
SCALE FEET
CONTOUR INTERVAL SHEET 4
SCALE DATE 4-26-94
TOWNSHIP TOWN CREEK FIELD BOOK
COUNTY BRUNSWICK FILE
STATE NORTH CAROLINA JOB NO.

1 112" NCDOT TYPE 1 1 ASPHALT
a
d
8" NCDOT TYPE CABC
PREPARED SUBGRADE
TOP OF RAMP
E WITH 3/4" DEEP VEE GROOVES
-�1 ,-, 30 DEGREE SKEW AS SHOWN
M
SEE PLAN FOR RAMP
DIMENSIONS
PLACE RIP RAC 5FT WIDTH
ALONG EDGES OP_ RAMP BELOW
MEAN HIGH WATER ELEV
TEMPORARY DIVERSION/DITCH
- Machine compaction of all fill is required. Diversions sufficient
to direct all sediment laden stormwater into a sediment device
must be installed prior to clearing and grubbing of the area (or in
conjunction with this operation if sediment controls and diversions
are installed as each critical point is reached)-
- Diversions should be located to minimize damages by construction operations
- Diversions should be seeded & mulched if they are to remain in place over 30 days.
Check devices after each rain, but once per week minimum and repair if
necessary.
Berm
2' min {\o t�
2: 1 max
\ 18"min
compacted fill
c
Natural ground,
fill or slope I co
Ditch
Berm/Ditch
2' min
/k\o� 2: 1 max
�/'\'_'Iompoctecl
18"min
fill
\\Z
Natural ground,
fill or slope
SILT FENCING
12 GUAGE 4"X4" OR 2"X4" WELDED WIRE HOODED ONTO
PREFORMED CHANNELS ON METAL POSTS OR FASTENED
TO CEDAR OF WOOD POSTS W/NO.8 STAPLES
ULTRAVIOLET RESISTANT BLACK MIRIFI FABRIC
OR EQUAL SECURED TO WIRE W/METAL CLIPS OR
WIRE AT 8" CENTERS
___-_-- REMOVE ACCUMULATED SEDIMENT WEEKLY OR AS
DIRECTED BY INSPECTOR
--1—Trt —Trl—1T--------
I 1=1 1=
COVER & TAMP BACKFILL OVER 12" FABRIC
I I—i I I —I I L,TI
IIIII CARRY 6" OF WIRE INTO TRENCH
SPACE POSTS AT 10 FT CENTERS MAX
WOODEN POSTS SHALL BE BURIED A MINIMUM
DEPTH OF 3 FEET
8' O.C. MAX
SILT FENCE \
FLOW
,I
I
TO INCREASE STORAGE CAPACITY AND PROLONG LIFE
FLOW OF SILT FENCE, A PIT MAY BE DUG ALONG THE FRONT
FACE OF THE FENCING
CONSTRUCTION SEQUENCE
1. Obtain grading permit.
2. Install gravel construction pad, temporary diversions, silt fencing,
basins or other measures as shown on the approved plan. Clear only
as necessary to install these devices.
3. Call 910-395-3900 for onsite inspection by Environmental Inspector.
4. Begin Tearing and grubbing. Maintain devices as needed. Rough
grade site, install storm sewers and protect inlets with silt
fencing, sediment traps, or other approved measures as shown on
the plgf). Begin constructing other site improvements.
6. Stabilize site as areas are brought up to finished grade with
vegetation, paving, ditch linings, etc.
7. When construction is completed and all areas are stabilized, call
for inspection by the Environmental Inspector.
8. If site Nt approved, remove temporary diversions, silt fencing,
sedimer-)t basins, etc. and seed out or pave any resulting bare
areas. All remaining permanent erosion control devices should
be installed now.
9. When vegetation has become established, call for final
inspection by Environmental Inspector.
OFF -ROAD SHOULDER OPERATIONS
2'-4' FROM EDGE OF PAVEMENT
LOCATE 100' FROM WORK ZONE
END
CONSTRUCTION
LOCATE 100' FROM WORK ZONE
END
CONSTRUCTION
K ZONE
SEEDING -I- MULCHING
SEEDING MIXTURE
Tall Fescue 80 Ib/ac
Pensacola Bohiagrass 50 Ib/ac
Kobe lespedezo 10 lb/cc
SEEDING NOTES
From Sept. 1 - Mar. 1, use unscarified serecia
seed
On poorly drained sites, increase kobe to 30 Ib/ac
Between Apr. 15 to Aug. 15, add 10 lb/cc German
millet or 15 lb/cc Sudongross. Prior to May 1 or
after Aug. 15, add 25 Ib/ac rye (grain)
SEEDING DATES
Feb. 15 - April 30
Sept 1 - Oct. 31
SOIL AMMENDMENTS
Apply lime and fertilizer according to soil tests,
or apply 4000 lb/acre ground limestone and
1000 Ib/ac 10-10-10 fertilizer
MULCH
Apply 4000 lb/acre grain straw or equivalent cover
of another suitable mulch. Anchor straw by tacking
with asphalt, netting, or roving or by crimping with
a mulch anchoring tool. A disc with blades set
nearly straight may be used as a mulch anchoring
tool.
MAINTENANCE
If growth is less than fuilly adequate, refertilize in
the second year according to soil tests or topdress
with 500 lb/acre 10-10-10 fertilizer. Mow as needed
Reseed, fertilize, and mulch damaged areas
immediately
z
LEGEND:
EIP EXISTING IRON PIPE (FOUND)
TP ❑ TELEPHONE PEDESTAL
CMP CORRUGATED METAL PIPE
RCP REINFORCED CONCRETE PIPE
-1- MARSH
CONTOUR LINE
INDEXING CONTOUR LINE
+ SPOT GROUND ELEVATION
WOODS LINE
BRUNSWICK COUNTY
PARKS AND RECREATION
TOWN OF BELEVILLE
REGIONAL ACCESS PARK
BRUNSWICK COUNTY
ENGINEERING DEPARTMENT
P.O. BOX 249
BOLIVIA, NORTH CAROLINA 28422
910-253-4488
SCALE FEET
CONTOUR INTERVAL
SCALE
TOWNSHIP TOWN CREEK
COUNTY BRUNSWICK
STATE NORTH CAROLINA
SHEET 5
DATE 4-26-94
FIELD BOOK
FILE
JOB NO.

AN
BLOCKING
22-1/2' ELL
I o f I° -u I J -U I b -U- 1 1
BLOCKING
90° ELL
50RE AltgD_SAII-1t{*NQ C)ETq)I_ NT.5.
AIM-MCK I-AA501411"If.Y SEAL
OAK TIMBER SKIDS 31-11,E1-M
PER 7-14T FM PIPGARRIER
GC,aITI W000 5, SKIN Fog rYL
"
BEt.1. TO IWLL DEL
'
Z"WEEP 114CLE
� G1'CAVEL
-S'YEfL ErICAS[MEN'r PIp'E
�
Td GRAIN
WASH IN SAND BETWEEN
GsIN4 AND e.&AMiR 111'R1oR "m
fe4GLb51hiQe CASININk -
STEEL STICAPFING
aM►KT1MBelet SICtD
�L EriCASI•MENT
PLPE -_ —
cArzrz rER-Prpr
,-AS'mc, 514ALL EXTEND DrrCW-Tb
pticw IN GUT secrl*p" A#+0-3Ff
Be YoNP Toe O F st_or6 1 • ► 1g1.a.• SbGT10N 1
_�f'f ffVTlN._irD'11CR
�6: M1rl,t�t1✓ER
` -
- - - - --- VUeiIL.La IRDnI PIPE
DRICK-�Ld GL RE
FmcASC ME NT-r,IP-9_
8.6 1 Mu�ll�rF-o. COPPER 1vgETER YOKES WITH
PEV.4At
�'- HORIZONTAL INLET AND OUTLET
Typical installation of a horizontal inlet and outlet copper meter
Multi - purpose thread ends yoke
H-1405 shown
CODDer meter vokes with horizontal inlet and outlet and multi • Duroose thread ends
Catalog number I 400
1 401
I
IH•1404 111411
I
404
I
405
[
Description
wim lock • inE
1 Wtth I«
wnh 1«
Plain
With
6nwn1IMU
mete op
d 1
�AnEI I
Val
Esmond key anak
Imeterslop
c
An ball
al•e
a tw va
Dual check option
MUEI L ER Copper Meter Yokes can be ordered with either an ASSE approved dual
check valve or a nonapproved dual check valve. To order the dual check feature, add a
suffix of -2A to tht yoke catalog number for the ASSE approved model or -2 suffix for
the nonapproved model. Example: H-1404-2A for the ASSE approved model and
H-1404-2 for the nonapproved model. The approved and nonapprovcd models have the
same centerline to end dimensions and are interchanceablc.
Dimensim
(Meter site
I
Iur
ISM" z 3/4"'
I
3/4"'
I
Nominal sue of I.P. tivod in macr
out /
3N-
Dt m A
1-1/16'
II-5/16'
1•5/16-
.1-VB'
Di
7.7/6-
17.7/9'
9-VI6-
111.1116'
Dorcny C - 000rivl pipc sirs of
nks with
V4'
3N'
�,Affl'
I I
Dirtxmi-D
7•I5/16-
17.15/16-
In-IB-
Dtm 1—E
12.5A'
112-VB'
14.1/4'
117-IN'
Dimeroton F • d riur nei m
7-
I7-
B-
1In-
Over riser by� Mak
9'. 12'. Is-. Is-.
21.24'.2T,
33'. and 36' 33-. and 36-
I and 36-
2T. JO-. 7T,
and 36-
•To or0er yoke rich Nit pan Angle aan Volt' odd -F' w the end of the yoke —iog mmlcr: EXAMPLE: s/14 V40
3.2401 F. Add -R- to the awl of tk yoke tauby notnhc+ to other a rad�en0 pan Angle Gall Wlve; EXAMPLE:
B•2441R
Copper Meter Yokes are normally supplied less end connections. See pages 8.25 and IL26 for end connections that can be used with
these yokes.
0
RING OF NO. 3 R
""ER OF WIRE
1:5
1 a -U
I I -U I
I -b-
12'
3'-4"
1'-6"
2'-0-
16'
4'-0-
1'-6"
3'-0'
24"
6'-0"
3'-0"
1 4'-0-
BLOCKING
45a ELL
(PLAN
i
i
SECTION A —A
NO SCALE
I
VALVE MARKER PROTECTOR RING
OF NO.3 REINFORCEMENT
IN A LAYER OF WIRE MESH
20 10 1/4
1e 1/2DEWEY BROS MBX I
FeJ_
3/4
S/le S/16
F� to 1/2 L e 3/4 --i LT
1/4 1/1 J '
12 _ R3/4 i 1/4
,/4 1/4 �11—
s ,,4 r-
.L
w
,n
5 1/8
EDGE OF PAVEMENT
SECT I ON
GRADE
VALVE BOX
In t 2' GATE VALVE
Z SCREWED FITTING 1
IRON BODY 2" SDR 21 or SCH 40 2_ C.I.P.
TYPICAL
6" SO 21
6" Restraint collar TAMPED BACKFILL
4'-0"
BLOW -OFF DETAIL
NTS
PLAN
so
v�
EDP
BLOCKING
11-1/4a ELL
— POUR 2' SOUARE a 4" DEEP
CONC. PAD AROUND VALVE BOXES
TYPICAL
VALVE BOX COVERS
-THREADED
COUPLING
CONC. PAD
NO.65-T CAST IRON
TRAFFIC COVER .:
WT.-46 4t
i
_ 1 \
13 I/4
NO.65-H COVER
WT.- 79 /h
NO.65 BODY
WT.- 165
205
4
32'/4
141/e
253/4
12
17
2 8 3/4 y
l \I 11/2
4
6 RE WELDED
WIRE FRAME
7—
O
STREET
I
I
POURED IN PLACE
CONC. BLOCK
NO. 65 H - BODY B CONCRETE
COVER W/ C.I HINGED LID
NO.65 T -BODY B TWO PIECE
CAST IRON COVER
I711x 28" METER BOX
FOR 2" WATER METER)
WFD OMwa+C t4,aeaeea
65 SERIES
A
PLAN
TEE
A
B
C
12'x12
4'-0"
2'-0"
2'-2'
12"x8"
2'-6'
-0'
12'a6'
2'-6'
1'-0 '
8"a8'
2'-6'
1'-0-
1'
8':6'
2'-6'
1'-0'
1'-4'
6"a6'
2'-6'
1 -0'
1'-4-
6'■4'
" -6'
1'-0'
1'-0"
16'■6'
2'-6'
1'-0'
1' a6'
16'e8'
2'-6
1'-0'
2'-2"
4"a4'
-
1'-0'
0'-8'
3%3' 1
- -
1'-0-
0'-8'
2"X2'
1 -C-
1'-0-
0'-8'
BLOCKING
TEES
4'-0'
VARIES
WATER MAIN It VALVE
18"co x 6-CONC. PAD AROUND BOX
I
TELESCOPIC —
VALVE BOX
o =
I 4 _
N 6'M.J. GATE VALVI
90' ELL NOTES
SCREWED FITTING
1. DO NOT BLOCK HYDRANT DRAIN w/BLOCKING.
2. COAT TIE RODS d NUTS w/COAL TAR EPDXY.
3. DO NOT SUPPORT VALVE BOX DIRECTLY ON VALVE-
2-3/4-0 TIE RODS
6'4 PIPE
3'MIN. LENGTH
\-M.J. TEE
VARIES
TYPICAL WATERLINE & HYDRANT CROSS SECTIONS
NTS
7 CU. FT.
CRUSHED
STONE
-POURED IN PLACE
CONC. BLOCK
2-3/4-4 TIE RODS