SW8031219_Approved Plans_20050204

PLANTINGS AT APPROX. 1 O'O.C.
WET RE
N.T.S.
PLANT NAME
.qAr-jr-jITARIA LATIFOLIA
469-901
LOT 31
ARROWHEAD/ DUCK POTATO
PICKERELWEED SLOPES SHALL VARY UN*ORMILY BETWEEN DESIGN SPOT ELEVATIONS
LITTORAL SHELF PLANTING SCHEDULE
FORM AVAILABILITY TOLERANCE WILDLIFE VALUE NOTES
EMERGENT
YES
UP TO 1'
MODERATE TUBERS
AGGRESSIVE COLONIZER
ARROWHEAD/ DUCK POTATO
SEEDS EATEN BY DUCKS
YES
UP TO 1'
MODERATE, DUCKS
FULL SUN TO
PONTEDERIA CORDATA
EMERGENT
NECTAR FOR BUTTERFLIES
PARTIAL SHADE
PICKERELWEED
I UJL—"L. rl%l tL_ 114%..'r TV L_ I L_l__%l 'I Lfw v I's %o I I a —
GRAPHIC SCALE
30 0 15 30 60 120
( IN FEET
1 inch = 30 ft.
APPROVED
NORTH CAROLINA
MANAGEMEMT COP nv­sZn
D I V i S 10 IN 0
Datewe_134, I a a S
stolmwater posmit No
SITE STATISTICS
LAND AREA = 57,181.96 S.F. (1.31 AC.)
PAVING AREA = 27,809 S.F.
BUILDING AREA = 7,200 S.F.
PERCENT IMPERVIOS = 68%
41-0"
3'-O"WEIR
BOX = 97.0(
18" HDPE
i 18" FL = 95;\.00
END VIEW
0
C04
RAC'E RpAD
Cp
GATS A33
SO 5� D e --I
0
SITE 0
0
0
vicinity map
1/4" ALUM. OIL SKIMMER, TYP.
TOP = 97.0, BOTTOM = 94.30
81-011
6" SQ. CONC. SUPPORT POST, TYP.
TOP BOX = 97-00
3611 WEIR
IGN POOL = 95.5 TYP. BOTH SIDES
MAL POOL = 95.0 =4 1" ORIFICE
18" FL 95.00 18" HDPE
BOTTOM BOX = 94-80
3,000 P.S.I. PRE -CAST CONCRETE, TYP.
1/2" ALUM. MESH TRASH SIDE VIEW
SCREEN.
36" WEIR r
cc
ED
1" ORIFICE
Co
1/4" ALUM. OIL SKIMMER, TYP.1--- r,,�36"WEIR
TOP VIEW
30"ACCESS/INSPECTION PORT
TALL a[8" EXPANDED METAL GRAT
WEIR DETAIL
N.T.S.
N.T.S.
DESCRIPTION
SITE PLAN
NORTH SHORE COMMERCIAL
BOILING SPRINGS LAKES. NORTH CAROLINA
540 KENNEDY CIRCLE
BOILING SPRING LAKES, N.C. 28461
910-612-7652
0
- 6:1 SIDESLOPE
BY DATE
DRAWN BY: SBG I C H EC K E D BY: KLC
SCALE: 1" = 30'
DATE: 14 NOV 04
JOB NUMBER SHEET
1 OF

2" VENT PIPE WITH
INSECT SCREEN TANK ACCESS RISER
(LENGTH AS REQUIRED) 12" 12"
NEMA 4X JUNCTION BOX
FINISHED GRADE MOUNTED TO RISER
r so"sQ.M1N. 6"MIN. ffESERVED RESERVED
---r, --;� -�,--- - -: , - - --� -- - PARKING
s ARKING
F >>1
,.
24" SO. MIN. .
OO
S �O F T RPRO,OF RI ,ID�,ELI~C RICA
PR � rz
c6 1N T C(;7NTRbL PANEL
NDUIT C UO1S O -
AND LE`CTRICAL SERVICE' - F ::u �.y{.18" 18
T� 1
I I 1 14' SCH:
-- — ( 80 PVC
OROUT AND SEAL
0" $CH, 40 PVC 1 112" SCF4: 40 PVC
4" PVC OR LISP MIN.1%o SLOPE WATER TIGHT (TYP)(=COAT HANGER �"
f FORCE MAIN
N6N-60R110;SIVE LI(=i' - INTERNAL PIPING SHALL St
CABLE, CHAIN OR ROPE - SECURED TO; TANK TOP OR O
RISER WALLS USING STAIN' LESS VAN
3116 ANTI SIHON�IOLE 9„
STEf=L MATERfALS. CONTRACTOR
SHALL OBTAIN ENGINEER'S
1 1/ "SCH P' APPROVAL OF INSTAL: ON. MAXIMUM A G C E S S I� L E
1,000 GALLON hUIP TANK sd vc
PENALTY 9„
DUMP TANK.SHALL 81 APPROVP�D IiY THE NORtH I` 2 O MAXIMUM
CAROLINA DIVISION dF ENVIR; MENTAL HEALTH 7'
E PENALTY 9°
LdAT SETTINGS ARE BASED ON (QUALITY TANK Co., I
INN BOV1/, NC. CONTFRACTOR SHALL; SUBMIT � HOP to
cJ
bRAWNO$ TO ENGINEER Ok OTHER TANK IS DSIRED.
4" SOLID CONCRETE BLOCK PAVEMENT
AS DIRECTED BY ENGINEER' O
NOTES:
1. METAL POST AND ALL IARDV'ARE SHALL BE bALVANIZED STEELY AST' M A307-�0
1,000 GALLON PIMP TANK RANULAR BACKFi,LL IN 3dNCH TO,4-INCH LIFTS.
N.T.S.2. POST HOLES SHALL BE FILLED WI`�H G,
THOROUGHLY HAND TAMP,EACH LIFT AND CROWN BACKFILL A�TTOP TO SHED WATER:
3. CONCRETE FOR: :FOOTING 'HALL BE PORTI.AND CEMENT AND HAVE A MINIMUM
COMPRESSIVE STRENGTH OE 3000 PSI.
MISERS A80UIREO IF
TOP OF TANK,IS MORE
THAN 1' BELOW SURFACE
4" PVC Mil
C MIN. SLOPE - 1"%
4" OP NINE FOR A100 EFFLUENT FILTER
FULL WIDTH
---F
NC1TE::
$E�TANK$HALLTI BE,APROE B*THENORTHCARbLINApiVISlO'NOFEfVIRONMENTAL HEALTH. QU CITY SEPTIC TAN , INC. TANK (S'TS�$) IS
SHOWN. OTHER SPATE APPROVED TANKS CON BE 3BSTITUTED.
1,000 GALLON SEPTIC TANK
N.T.S.
READING LIDS RIGHT OF WAY
HINGED CAST' IRON FLAP
LABELED "WATER METER" OG�KABLE AST IRON FOR, METER:YOKEBOX
FINISHED GRADE L C I,
WITH DUAL CHECK VALVE' ANIJ. INLET KEY VALVE
YLA0141 943 - RL R APPROVED EQUAL
B/8" x 3/4' KENT C l) WATER 0
M TER PROVIDED ICY
1 K COU
NTY
BR W' C NS
1, C. � TS POLY-TUBiN�, 260 PSI
SDR SERVICE LINE
S I= C
FOI D S76-6d4
.. :; SERVICE SADDLE
7¢:, y{ypvy( l l ya
FORD F100d,�''
DORF. STOP
WATER MAIN
I3 OC�K SUPPORT OR
STONE AS REQUIRED
NOTE
IF AUTHORI'ED: BY BRUNS ;WICK COUNTY TO 1N TALL WATER S�RVICES THE
CONTFtAOTOR SHALLPLACi I r_TER B& W A N�N-TRAFFIC ARR,EA AT THE
DECIFIED BY BRUNSWICK CO�INTY UTILITY DEPARTMENT.
LOCATION 5
�i
I E C
I A �. 3/'' SAT R � AMELY
�(
NO O SCA E
4. SIGNS SMALL BE 0ON8TkUCTEb OF ALU 1INUM, TYPE: 6061-t6 AND IN CONFORMANCE
WITH A$TM,STD B209. THICKNESS SHALL SE 0,80 INCHES.
5. TOP EDGE TREATMENT FILM SHALL BE 3" WIDE; CLEAR A(�D TRANSPARENT WITH A
SUB -RESISTANT PRESSURE SENSITIVE NON -YELLOWING ADHESIVE, "SKOTCHCAL"
TRANSPARENT FILE 4639 OR APPROVED EQUAL.
6. F EFLECTIVE FACING MTERIAL :SHALL BE SCOMHLITE HIGH INTENSITY, MANUFACTURED
BY 3M COMPANY OR:A�'PROVED EQUAL.
7. SIGN LETTERING SHALL BE NOS MODIEIED CLARE,NDON TYPEFACE. UPPERCASE LETTERS
SHALL BE 3,75" HEIGHT AND LOWERCASE LETTERS SHALL BE 05, WEIGHT` WITH 3,75"
SPACING BETWEEN LINES.
�. CORNER RADIUS OF SIGNS SHALL BE 2.5"
�. ARROWS SHALL BE 5.625'LONG BY 3.7,5". HIGH.
N01CAPSIGN DETAIL
HA
NOT T6 SCALE
BRASS NIPPLE
3/4' OR 1' x 3"(TYPICAL)
BRASS PLUG
BRASS NIPPLE
`F x .12k.
NOTE,
TAPS: MADE, ON E;XISTING PVC SHALL:
B MADE USIt G A TAOIt G SAD
CIILE•
T�PS AD � ON
DUCTI L
M E,
EITHER DIRECT SIR WITE IRON AN BE
H A TAPPING
SADDLE.
,
BRASS ( IPPLE
F x 6'(TYPICAL)
CURB, STOP SIZE "F'
INSTALLED IN A VALVE BOX
WATER
SERVIC LINE TYPE MAIN
j-=�- SOFT, C PPER
C❑RPORATION CDC,
BRASS NIPpLE(MALLEABLE)
"F"x 6"(TYPICAL)
BRASS tEE(MALLEABLE)
3%4" OR 1' x "F'x r'<TYPICAL)
DWG., N
W-24
SIZE : 'F'(I.D.)
(SERVIM TAP SIZE
FROM MAIN)
NUMBER OF METERED
:: SEViCES ALLOWED
3/4'
1'
2'
9-16
5-8
1,
;4 :
.2
3/4'.
2 ;
N/A.
SEE DETAIL FOR STANDARD
WATER SERVICE INSTALLATION
W=2P
I: -CTTY 11F: RALEIGH
--31-71
i-1�9
SURFACE COURSE, 1-2
CRUSHED AGGREGATE BASE COURSE
COMPACTED SUBGRADE
(95% STANDARD PROCTOR)
LIGHT DUTY PAVEMENT SECTION
NOT TO SCALE
PRE ENGINEERED ENCL❑SUR
MANUFACTURED BY HOT BOX
MODEL HB2
NOTES:
1, ALL DIMENSI❑NS
ARE APPROXIMATED IN INCHES,
90;W, 120 V, 1 CABLE W/
co
2, RECOMMENDED SLAB
SIZE: 50' L x 24" W x 4" MIN,
REAR LI
�C❑RD LUG
SEAMColl
i
THICKNESS.
3, THE ELECTRICAL
RECEPTACLE SHALL BE MOUNTED A
-
MINIMUM OF 30"
ABOVE THE SLAB.
4, THE ENCLOSURE
IS DESIGNED AS A co
FRONT LI
FLIP-T❑P TP ASSURE EASIER ACCESS AND oj
SEAM
co
MAINTENANCE,
120 VAC GF1
Q,
25-1/4° 12'
RECEPTACLE
METER BEX
EXIST,
GRADE
21
41
{}
°
°
Q
C
Q
—_
METER C❑UPLIN
—
Bit❑
ZE METER FLANGE
—i
z
r
BEGIN
1-1/2' PVC SCH, 80,
1-1/2" WATER METER
CIRCUIT A-4 (SEE
CD
ELECTRICAL DETAIL)
m
POURED URED IN PLACE
CORPORATION STOP
CONCRETE PAD.,
FLOOR REINFORCED,
WITH 6X6 10X10 WWM
TO
TIE IN
TO
TIE IN AT
1-1/2"
PVC SCH, 40
CHL❑RINATION
BL DG,
1-1/2'
PVC SCH; 80 '
3.,
— �
B . WATER �
SECTI alb B � ,METER 8c
��FE�W
RE [�U��D �A�
,R
REV' NTE
P �
3
„-
SCALE 1 1
SEEDIT HEb LE
G �� U
ALL DIST6P16ED AREAS:BHALL BE STABILIZED WIT PE:RIV�ANENT VEGETATIVE COVER, THE CONTRACTOR
MAY USE.METHODS,AN 6 HEDULES SHOWN BELOW; F)O1�1I'EvER„;IT IS RECOMIu`ENDEC) THAT A SfhE01AL15T
BE CONSULTED WITH A17ENTION GIVEN TO SITE SPECIFIC CONDITIONS.
A. CULTIVATE AREA TO A DEPTH OF 5".
R. AMPLY AGRICULTURAL LIME AT THE RATE OF 4660 BS. PER ACRE.
C. APPLY 1d-20-20 COMMERCIAL;FERTIOZER AT THE DATE OF 500 LBS PER ACRE.
D. SOW GRASS SEEDS AT THE FOLLOWING RATES:
KIND RATE PER ACRE
COMMON BERMUDA GRASS (UNHULLEi�) 20 LBS.
COMMON BERMUDA GRASS (HULLED) 12 LBS.
PENSACOLA BAHIGRASS 50 B$,
KOREAN LESPEDEZA 25 LBS
TALL FASCUE 30 LBS.
(�ULC.H WITH �50 STRAW AT THE RATE OP 3TO 435f1:LBS PER ACRE.
ANNCHOR STRAW WITH ASPHT EMULSION TACK COAT APPLIED AT THE RATE
OP 366 GALLONS PER ACRE IN LOCATIONS AS AUTHORIZED BY THE ENGINEER.
NEENAH R-7514 HANDHOLE
18"0 CONC.
FRAME & LID OR APPROVED
COLLAR, 6"
EQUAL
THICK
FINISH 1GRADE
//\
z
d
J
D_
cn
STONE FILL'
THREADED
_j 0
4" THICK
CLLAN-OUT
PLUG
z
45' WYE BRANCH
�j o
OR, 45- BEND AS
ro Z
REQUIRED BY SITE
PLAN
45' BEND
0
SERVICE LATERAL
NOTES:
1. CLEAN -OUT PIPE AND FITTINGS SHALL BE THE SAME DIAMETER AND
MATERIAL AS THE SERVICE LATERAL.
2. PROVIDE CLEAN -OUTS WHERE INDICATED ON THE PLANS:
3, D.I.P. CLEAN --OUTS SHALL HAVE BRONZE -THREADED CLEAN -OUT PLUG.
4. WHERE CLLAN-OUTS ARE ;INSTALLED ON PIPING UNDER PRESSURE, ALL
JOINTS
SHALL HAVE RETAINER GLANDS.OR OTHER APPROVED METHOD
OF RESTRAINT. ALL RISEN PIPE, FITTINGS AND CLEAN OUT PLUG SHALL
BE:WATERTIGHT AND RATEb FOR THE PRESSURES PRESENT AT THE
PARTICULAR POINT .OF INSTALLATION:
5 : SANITARY SEWER SERVICE LATE' RA
?a CLEAN --;OUT DETAIL,
NOT TO SCALE