SW7070412_APPROVED PLANS_20100304

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
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JOB NO. 06158
DWG
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SR tt32
VICINITY MAP
NOT TO SCALE
4-
El
HIGGINS PORT - MOUNT VERNON
AND NEW HOLLAND R/R BED
/ TOP OF BANK
HIGH WATER MARK
• NQ ACCESS FROM PUBLIC TRUST
Q�
�. WATT TO BOARDWALK WILL BE
PERMITTED
Q
• 2 TOP OF BANK•--� /
IZO 2 z TEMPORA
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A\�p RY DIVERSION SWALE (Typ) I / Z
+\y 0 p0 2ML�� FEa : 'BUICOING' . _ 2� 2 SEDIMENT
�QS / ZPRIR\PN B�F _ ._.. — 2— SE BASIN \
TTLINc CANAL
(TyplcA (A
PROPOSED BULKHEAD
ELEV. = 2.0' (TYP)
TOP OF DOCK
ELEV. = 3.17'
SHE NOTES: (FOR CONSTRUCTION AREA, NOT MAINTENANCE)
AREA OF TOTAL TRACT: 101145.18 SF/12.57 AC
AREA OF PUBLIC TRUST WATER ON PROPERTY: 218185 SF/5. 1 AC
TOTAL AREA OF CONSTRUCTION AREA: 135761 SF/3.12 AC
NUMBER OF UNITS: 45
DENSITY: 3.58 UNITS/ACRE
PROPOSED BOAT SLIPS: 58
TOTAL PARKING SPACES: 73
LENGTH OF PROPOSED BULKHEAD: 1880 LINEAR FEET
TOTAL EXISTING IMPERVIOUS AREA: 73756 SF / 1.69 AC
EXISTING IMPERVIOUS WITHIN 75' CAMA AREA: 62601 SF / 1.44 AC
EXISTING IMPERVIOUS WITHIN 50' TAR/PAM BUFFER: 26890 SF / 0.62 AC
TOTAL PROPOSED IMPERVIOUS AREA: 49712 SF / 1.14 AC
PROPOSED IMPERVIOUS WITHIN 75' CAMA AREA: 29358 SF / 0.67 AC
PROPOSED IMPERVIOUS WITHIN 50' TAR/PAM BUFFER: 7606 SF / 0.17 AC
TOTAL NET REDUCTION OF IMPERVIOUS AREA = 0.55 AC
NET REDUCTION IN 75' CAMA AREA: 0.77 AC
NET REDUCTION WITHIN 50' TAR/PAM BUFFER: 0.45 AC
LEGEND
O EIP
EXISTING IRON PIPE
O NIP
NEW IRON PIPE
O ERB
EXISTING REBAR
ORBS
REBAR SET
❑ CM
CONC. MONUMENT
ONPS
NO POINT SET
o EPK
EXISTING PK NAIL
O NPK
NEW PK NAIL SET
o ERRS
EXISTING RAILROAD SPIKE
• RRSS
RAILROAD SPIKE SET
o N&C
EXISTING NAIL & CAP
®CC
CONTROL CORNER
g
Opp
POWER POLE
W
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LIGHT POLE
omp
METER POLE
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TELEPHONE PEDESTAL
R/W
RIGHT-OF-WAY
a
CENTERLINE
m
0
m
0
30
0 30
0
Scale 1' = 30'
H
REFEF
DB: 191; PG: 686
DB: 171; PG: 754
DB: 171; PG: 757
DB: 101; PG: 903
DB: 101; PG: 900
DB: 96; PG: 382
DB: 95; PG: 220
DB: 92; PG: 691
DB: 92; PG: 49 �(
DB: 92; PG: 53
DS: 89; PG: 306
DB: 88; PG: 334
DB: 87; PG: 212
DB: 77; PG: 11
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CONSTRUCTION SEQUENCE- Nq1 2 S 3 �� Ld
PHASE I: BUILDING "A" AND GRAVEL PARKING LOT AND DRIVEWAY pI �RSCN OM@iNf \ \, •r �OSf ' ! 0'
STONE BASE 4" .1%4tt W)71 / 3 fX �' '.'' �� t F¢ .' �" ..r' .: V) W cy
PHASE II: BUILDIING "B" AND "C"; ROLL CURB, STONE BASE 4' .;. @U/ ••`.:
PHASE III: BUILDING "D", "E"; ROLL CURB, STONE BASE 6"(ADD 2"), \- �� ";' 3 / \� = c'Nc:: 1 > z Z (U
X
ASPHALT PAVING '
�p�G. •' / SECONDARY CONSTRUCTION J Lr)
THE ENTIRE 3.12 AC CONSTRUCTION ? ENTRANCE 50'X25'Xo.5' WO ��, 00 Z Z N
3. O #57 STONE Z U � C7
AREA WILL BE DISTRURBED 6• � ir: '• O J 3 �u W W M U m F—
• \ UPLgNO `/ TANk P N ' ' / � W } (U
F
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SEDIMENTATION NOTES: pOCk V fk! GNq J � Z Z_ Z W (U
• SITE ANDTHE IMENT WILL HAVEING BASINS ARE THE DR WAGE DIRECTED TO THEM
POINTS ON RFUSTNCpp qNp ` @UCkHfgOCONORfT / �2 J� ! ��IV / Q � V) _
\ AS THE PHASE I SECTION IS COMPLETED, THE SEDIMENT S7Ri NS @qC ? v f � P/QQ : 2 O u o Z __J
BASINS WILL BE REMOVED, SAND REPLACED AND • \ TEMPORARYRBASINS ANDNT DEVICES WILL DIVERSON SWALESPANDETHESODDED PERMANENT
Nw( a 0 CpN ( eIl jS 0knleSITE@� 2 ���J m Ski / Z �Q 2 W N > 3
• ' DISTURBED AREA = 5.0 ACRES TOTAL(POTENTIAL) 00' SfpiMfN O�
• SEDIMENTATION BASINS MAY BE SPARED TO USE THEM FOR
Qt)MORE THAN ONE PHASE. NO SEDIMENT BASIN WILL SERVE
MORE THAN 0.5 AC.
ALL BASINS TO BE THE SAME VOLUME AND COMPUTED AS FOLLOWS: �•.' ` `fpk
-A: 20,000 SF PROPOSED BULKHEAD',; /
/ -ONE INCH OF SOIL/YEAR ELEV. = 2.0' (TYP) �Q
-TIME: 4 MONTHS O �;• e,. / / /
• -DEPTH OF SEDIMENT: 3'
-WIDTH OF BASIN: 15' Q sn Q' a
/• -LENGTH: 14' 2
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ISSUE DATE; 04/18/07
RAW
DEPTH/=(-5.7) IpiF s MISTING 6 Q CHK DN BBY' RSJ
m`�� X OiFR / :. , AS CqT JOB NO, 06158
oQ Q�oQ O' : DWG, NAME, SITE
'`��i END OF RAMP=(-5.�) SCALEI 1'= 30'
� 3
S pTFR s eo L / H❑RIZI N/A
/ • gTRgMo U� PNOF / / / / / VERT: N/A
e
DWG. N ❑
/•, `O / / VFE,O\a VP 2} / PROPERTY OWNERS:
BEGINNING BULKHEAD I /
CONTACT: DON G. FAULKNER JR.
�L o SWAN QUARTER LANDING, LLC.
/
P.O. BOX 1322 HENDERSON NC 27536
__--_ PHONE #: [phone]
/ SHEET 3 OF 8

TOP ELEV. = 3.17'
SITE
91 y 2 X6 DECKIN
HIGGINS PORT —UDRAINAGE
NO ACCESS FROM PUBLIC TRUST AND NEW HOLLANDRT VERNON
WATERS TO BOARDWALK WILL BE /R BED
TOP OF BANK PERMITTED
2 HIGH WATER MARK
Qi
VICINITY MAP
NOT TO SCALE
G
2"X8" STRINGER
OPENING
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TOP OF BH
c
SUPPORT BLOCK
4,0' TYP -�
B.0' TYP
NWL = O.DO'
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BULKHEADING
N TS
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= 2.0'
x �v" b• /4D � ,
/ ' • ,`3 x % /Uj, hb TOP OF BANK
Cb
x (vim ZONE \ BUILDING . I
S 30OOPPML\C�ffER 6 WOOD BOARDWALK v'� CANA�/ a
tJQ S P PR\PN x x m /,
SHELTER x x
20OOpIPA pM,-� of VIR ZONE II BUI DING.:: x�� 2
..�..... .. \ .'. ' . .. .. ... '� ., '•� � ZONE 11 .
M
v' WOOD
•A 3 .135E
x!v WALK
SITE NOTES: (FOR CONSTRUCTION AREA, NOT MAINTENANCE)
AREA OF TOTAL TRACT: 101145.18 SF/12.57 AC \ :', . \ �� Co
AREA OF PUBLIC TRUST WATER ON PROPERTY: 218185 SF/5.01 AC
TOTAL AREA OF CONSTRUCTION AREA: 135761 SF/3.12 AC 2^ x �v� BUrLDrNCS
NUMBER OF UNITS: 45 .:
DENSITY: 3.58 UNITS/ACRE
TOTAL PARKING SPACES: 73
LENGTH OF PROPOSED BULKHEAD: 1880 LINEAR FEET x +EL=-7.34
TOTAL EXISTING IMPERVIOUS AREA: 73756 SF / 1.69 AC
EXISTING IMPERVIOUS WITHIN 75' CAMA AREA: 62601 SF / 1.44 AC \• y� :•.�O? \ \
EXISTING IMPERVIOUS WITHIN 50' TAR/PAM BUFFER: 26890 SF / 0.62 AC 2 ,0' ,\2 _ \�
TOTAL PROPOSED IMPERVIOUS AREA: 49712 SF / 1.14 AC
6'`
)
PROPOSED IMPERVIOUS WITHIN 75' CAMA AREA: BUFFER:
SF / 0.67 AC x�\ xwv UPLAND BOARD LF
TANK V %'Q� EXi "Q � ��
PROPOSED IMPERVIOUS WITHIN 50' TAR/PAM BUFFER: 7606 SF / 0.17 AC \ '
NETTOTAL NET REDUCTRiON INTI05' OCAMAPAREAO-.U0.7AREA C= 0.55 AC = WALK .f 6ULKyEq COMCR / �QQ QAle , y� 4ii- /
NET REDUCTION WITHIN 50' TAR/PAM BUFFER: 0.45 AC 4 D frE _ �J V NCO
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FILTER FABRIC
VMffs 1D•-o• PROPOSED Flu GRADE / �O / O
v) ' PROPOSED BULKHEAD x ��. p '
Im•m
/ R' v b ELEV. = 2.0' (Tn')PIP
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5/e' STAINLESS STEEL RDp D[CwxO wn, HOT � / • Q �1V ��� � •
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6' =DEAD , 2'AY GIRDERS a � V .. V \ ..�_- - � h � � � "J• �•
MR M FILL <SNIp-PEI, GR�VEU „ o CORRXAM V YL B HEADIIIE "
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SM. ALL FASTENHDT FASTENERS TD BE DIPPED GALVMIZED THREApED 3/e' MIN. DIA. m STAINLESS STEEL AS,...�P\QP
W-W DIA PD-E B 6-O' D.C. b3 NVL „ QO .4s.
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TYPICAL BULKHEAD DETAIL ! 1 �� -, �y
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CAMA PERMIT OFFICER CERTIFICATION
THE AREA DESIGNATED HEREON (IS IN PART LOCATED WITHIN), (IS Li
NOT LOCATED WITHIN), AN AREA OF ENVIRONMENTAL CONCERN AND PUBLIC TRUST WATER DOCK DETAIL
APPROPRIATE PERMITS (HAVE) (HAVE NOT) BEEN ACQUIRED BY THE
SUBDIVIDER.
N
DATE CAMA PERMIT OFFICER / , '�P- / •� - / \ Z
LEGEND
O EIP
EXISTING IRON PIPE
• NIP
NEW IRON PIPE
OERB
EXISTING REBAR
• RBS
REBAR SET
0 CM
CONC. MONUMENT
ONPS
NO POINT SET
0 EPK
EXISTING PK NAIL
• NPK
NEW PK NAIL SET
o ERRS
EXISTING RAILROAD SPIKE
• RRSS
RAILROAD SPIKE SET
0 N&C
EXISTING NAIL & CAP
®CC
CONTROL CORNER
Opp
POWER POLE
OLP
LIGHT POLE
s S1MP
METER POLE
❑ TEL
TELEPHONE PEDESTAL
u R/W
RIGHT-OF-WAY
a
CENTERLINE
0
N
0 30
0 30
Scale 1' = 30'
N
REFERENCE:
DB: 191; PG: 686
DB: 171; PG: 754
DB: 171; PG: 757
DB: 101; PG: 903
DB: 101; PG: 900
DB: 96; PG: 382
DB: 95; PG: 220
DB: 92; PG: 691
DB: 92; PG: 49
DB: 92; PG: 53
DB: 89; PG: 306
DB: 88; PG: 334
DB: 87; PG: 212
DB: 77; PG: 11
/ Q
EXISTING MIXED USE ZONE /
.: j
TO BE RETAINED AS 0
OVERFLOW PARKING, NO / � ) � \ �
CHANGES TO USE PROPOSED
78.00' w, /
DEPTH=(-5.7) 1plF ekzST/N x<v�'/,/ / 10.00' 12'-6'
/
x 0 TOP OF BANK=2.0'
TOP OF BANK NWL=0.00'
Q Qe x <cv 4 fA'D OF / / ' Fk B / ACKFILL ®204 In
/ �J
�O\y END OF RAMP=(- 5<F) eGC� Fq0 .. UiL�iNG .: 5,0' WITH 5x6 `F Z
!y / CONC. /
/ BOTTOM=-5.5' S• UPLAND EXCAVATION
40 2 S p�f 7S' 6 / ' ^
R O,yT Rq L / I EXCAVATION BELOW WATERLINE BULKHEADIN V ,
BOAT RAMP DETAIL
x x �V o p�� �L / CROSS SECTION
N TS
BEGINNING BULKHEAD / QO Gel P2r PROPERTY OWNERS:
CONTACT: DON G. FAULKNER JR.
�L O SWAN QUARTER LANDING, LLC.
P.O. BOX 1322
PHR#: N NC 27536
ONE(252) 438-0982
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ISSUE DATE,
01/24/07
DRAWN BYI
RBD
CHK'D BY:
RSJ
JOB NO:
06158
DWG, NAME] SITE
SCALE] 1'=
30'
HORIZI N/A
VERT: N/A
DWG: NO
4
SHEET 4 OF 8

SITE
VICINITY MAP
NOT TO SCALE
u
k A
SITE NOTES: (FOR CONSTRUCTION AREA, NOT MAINTENANCE)
AREA OF TOTAL TRACT: 101145.18 SF/12.57 AC
AREA OF PUBLIC TRUST WATER ON PROPERTY: 218185 SF/5.01 AC
TOTAL AREA OF CONSTRUCTION AREA: 135761 SF/3.12 AC
NUMBER OF UNITS: 45
DENSITY: 3.58 UNITS/ACRE
PROPOSED BOAT SLIPS: 58
TOTAL PARKING SPACES: 73
LENGTH OF PROPOSED BULKHEAD: 1880 LINEAR FEET
TOTAL EXISTING IMPERVIOUS AREA: 73756 SF / 1.69 AC
EXISTING IMPERVIOUS WITHIN 75' CAMA AREA: 62601 SF / 1.44 AC
EXISTING IMPERVIOUS WITHIN 50' TAR/PAM BUFFER: 26890 SF / 0.62 AC
TOTAL PROPOSED IMPERVIOUS AREA: 49712 SF / 1.14 AC
PROPOSED IMPERVIOUS WITHIN 75' CAMA AREA: 29358 SF / 0.67 AC
PROPOSED IMPERVIOUS WITHIN 50' TAR/PAM BUFFER: 7606 SF / 0.17 AC
TOTAL NET REDUCTION OF IMPERVIOUS AREA = 0.55 AC
NET REDUCTION IN 75' CAMA AREA: 0.77 AC
NET REDUCTION WITHIN 50' TAR/PAM BUFFER: 0.45 AC
LEGEND
O EIP EXISTING IRON PIPE
• NIP NEW IRON PIPE
OERB EXISTING REBAR
•RBS REBAR SET
❑ CM
CONC. MONUMENT
ONPS
NO POINT SET
o EPK
EXISTING PK NAIL
• NPK
NEW PK NAIL SET
o ERRS
EXISTING RAILROAD SPIKE
• RRSS
RAILROAD SPIKE SET
o N&C
EXISTING NAIL & CAP
®CC
CONTROL CORNER
Opp
POWER POLE
OLP
LIGHT POLE
oMP
METER POLE
❑ TEL
TELEPHONE PEDESTAL
R/W
RIGHT-OF-WAY
CENTERLINE
30 0 30
Scale 1' = 30'
REFERENCE:
DB:
191;
PG:
686
DB:
171;
PG:
754
DB:
171;
PG:
757
DB:
101;
PG:
903
DB:
101;
PG:
900
DB:
96;
PG:
382
DB:
95;
PG:
220
DB:
92;
PG:
691
DB:
92;
PG:
49
DB:
92;
PG:
53
DB:
89;
PG:
306
DB:
88;
PG:
334
DB:
87;
PG:
212
DB:
77;
PG:
11
wa
ec"
4-
4-
kWA
HIGGINS PORT -MOUNT VERNON
AND NEW HOLLAND R/R BED
TOP OF BANK/
HIGH WATER MARK
_ 59
•��� TOP OFBANK----�
0 .:'auleairvc :.: CANAL !
y U.G. WASTEWATER TANKS (OWNER TO LOCATE) /
e fk Q,.
= SIOBE TE S SERVED WIOH SWANOVED OFF —SITE FILLQUARTER SANITARY \�CONO BU�kHEA CONCR .. ...< `- / �O� c,
a erE ti. .... �2�, Q
• SEWER FORCE MAIN. CONTACT STEVE BRYAN H Jv [b. p�4?
• \ PRIOR TO DEMOLITION (, a y� / 4 1 /
• ' \ SITE IS SERVED WITH HYDE COUNTY WATER 0.00, 0OCu
SYSTEM. CONTACT CLINT BERRY PRIOR TO 1 3 G✓� ¢
\ DEMOLITION erQ p p
NOTE: ALL IMPERVIOUS AREAS TO DEMOLISH %
EXCEPT AS SHOWN
a
N
/
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clo
• v /
PROPERTY OWNERS:
/ 0 CONTACT: DON G. FAULKNER JR.
o SWAN QUARTER LANDING, LLC.
P.O. BOX 1322 / / /
HENDERSON NC 27536
PHONE #: [phone] ,
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ISSUE DATE;
01/24/07
DRAWN BY:
RBD
CHK'D BYI
RSJ
JOB NO,
06158
DWG. NAME: SITE
SCALEI 1'=
30'
HORIZI N/A
VERTI N/A
DWG, NO
6
SHEET 6 OF 8

}
11 11 1 I� ♦ t• 1 _ V
1
ar
�I

4' K 6'
VALERS
%12' CAP 1FILTE IHDN aXi EDIMU NEW VOVEN
/e' FILTER FABRIC � PROPOSED rDA GRADE
ISTING
STEEL RDD
V2DIAL PILING B 6'- ' LDNG
D 6' D{ DEAD N
ANU(AR F31JL (SAND-PCA GRAVEL)
,V x V T a G SOLID VAu
ma, ALL r"retseRS TO BE MT D➢N'ED GALVANIZED
TIREADED 5/8' KIN DIA, aR STARLESS STEEL AS SHIVN
A. -ID' DIA PILE D W-V as
BACK
ADE
O LKWAD HOARDS
TYPICAL BULKHEADING DETAIL
NTS
CARRY RIP -RAP UP
�TOP OF BERM SIDES OF SPILLWAY\
TOP ELEVATION OF STORM WATERELEVATION OF STORM WATER__ _
40,-FLOOD ST RAGE ZONE_ 1'
SEDIMENT STORAGE ZON �4' MIN
3'7T❑TAL BASIN CAPACITY)
.5'
MAXIMUM LEVEL ❑ \ A\ '� \ - \ �✓ \
SEDIMENT COLLECTED MAX. SEDIMENT DEPTH
CLEAN BASIN WHEN 15' MIN, MIN,
THIS LEVEL IS REACHED
SECTION THRU BASIN & FILTER
NO SCALE
CARRY RIP -RAP UP -
SIDES OF SPILLWAY
10' MIN,
j Jr' MIN, FREEBOARD
3' MIN,
ENDS
7' APPROk
SECTION THRU BERM & FILTER
NO SCALE
2' RPZ VALVE, -
BOX; ABOVE
GROUND HEATED
#1 RIP-R,
#5 WASHED
STONE
TAP AND MANIFOLD
8' MIN.
PERSPECTIVE VIEW
NO SCALE
O O 1" PVC O O O (2)C
3/4 METER
1 PVC TO UNITS
NOTE: COMPUTED PRESSURE AT BUILDING A IS 53PSI AT THE
2" TAP; THE RPZ WILL REDUCE PRESSURE BY 10 PSI; THE
STATIC HEAD TO THE UPPER FLOOR WILL DROP THE PRESSURE
BY 15PSI; THE LINE LOSS WILL BE 1.5PSI, THEREFORE
ANTICIPATED PRESSURE AT UPPER LEVEL IS 26.5PSI BASED ON
65PSI STATIC ON LANDING ROAD.
THEREFORE RECOMMEND A PRESSURE PUMP FOR UPPER UNITS
TO 45PSI.
TYPICAL WATER SERVICE CONNECTION
NTS
4'-2' REDUCER
INTERNAL PIPING AND EQUIPMENT IS 2'
r4' PVC I=1 i l=1
PVC SCH 40 45' CURB STOP COMPANIO
CONNECTDR W/LOCK WING FLANGE
(FORD B13777W)
6'X6•X4'
PVC WATER MAIN-1
3' MMIIN.
- J RIP -RAP
SEEDBED PREPARATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2, RIP THE ENTIRE AREA TO 6 INCHES DEPTH,
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING
SURFACE REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY
AND MIX WITH SOIL (SEE BELOWN().
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM
SEEDBED IS PREPARED 4 TO 6 INCHES DEEP,
6, SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH
6 o'-s' 6" CONSTRUCTION
KNOCKOUT r 1 1, BAFFLE WALL MO➢IFIED (IF PRESENT)
2. ACCESS OPENING (MIN, 24 INCHES) WITH REMOVABLE LID (WATER TIGHT) N
- - - - - - - - - - - - - i° 3. MANHOLE RISER (MIN. 6 INCHES ABOVE GROUND)
4. 1-INCH DIA. SEALANT (MIN.) & ADDITIONAL WATER PROOFING Zp (n
6"0 1 e e B.m 5. PUMPS - RATED @ 51.1' TDH @ RATE OF 35 GPM 0
KNOCKOUT I 0-7
KNOCKOUT (U,L, LISTED OR EQUIVALENT) GRINDER PUMP H crr-Tl �5
Ld
2a"m 0 FITTINGS6, GATE VALVEI LIFTERS 7, CHECK VALVE
8, UNION OR DISCONNECT
L_______________J LEVEL CONTROLS FLOATS o
e (SEALED MERCURY TYPE OR EQUIVALENT)
-� 9, PUMP -OFF (MIN.12 INCHES ABOVE BOTTOM)
Vat 10. PUMP -ON (SET FOR REQUIRED DOSE)
KNOCKOUT 11, HIGH WATER ALARM (MAX. 6 INCHES ABOVE PUMP -ON)
PLAN VIEW TUTS 12, REACHABLE FLOAT BRACKET(CORROSION RESISTANT MATERIAL)
13 24"0 CAST IRON F.G. 12.0'
SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
PLAN VIEW
,
4 5
RINGS & COVERS
ELECTRICAL
©
BROUGHT TO GRADE
13,
ENCLOSURE/CONTROL BOX (NEMA 4X)
7, MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH,
VULCAN V-1384 RING AND
O7 O8
BY CONTRACTOR
14.
ALARM ON SEPERATE CIRCUT (AUDIBLE AND VISIBLE)
B. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS
COVER BROUGHT TO GRADE
TOP OF ACCESS
MH 4.3
2
6"m
15.
PUMP RUN LIGHT
WITHIN THE PLANTING SEASON, IF PASSIBLE. IF STAND SHOULD HE OVER
BY CONTRACTOR
ELEV -0.4
0
3
NOCKOUT
16,
H-D-A SWITCH
60 PERCENT DAMAGED, RE-ESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER
8"0
17.
ELAPSED TIME METER
AND SEEDING RATES.
M
M KNOCKOUT
16,
DISCONNECT AT TANK SITE
L
°
o ° ° ° a 4 ° ° ° G A
C
in
19.
NO INTERNAL SPLICES
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT ANDJ77-777
1
8" INLET PIPE
20,
ELECTICAL CONDUIT SEALANT
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
q
q q q q
q
9
MATERIALS
1. Use a synthetic filter fabric or a pervious sheet
of polypropylene, nylon, polyester, or polyethylene yarn,
which is certified by the manufacturer or supplier as
conforming to the following requirements:
PHYSICAL PROPERTY
Filtering Efficiency
Tensile Strength at
20% (max.) Elongation
Slurry Flow Rate
B5% (min.)
Standard Strength-
30 Ib/lin in (min.)
Extrc stngth-
50 Ib/linrein (min.)
0.3 gal/sq ft/min
(min.)
Synthetic filter fabric should contain ultraviolet ray
inhibitors and stabilizers to provide a minimum of 6 months
of expected usable construction life at a temperature range
of 0' to 120' F.
2. Ensure that posts for silt fences are
1.33 lb/linear foot steel with a
minimum length of 4 foot. Steel post shall have projections
to facilitate fastening the fabric.
3. For reinforcement of standard strength filter fabric,
use wire fence with a minimum 14 gauge and a maximum mesh
spacing of 6 inches.
POST
q q q (o INV IN -1.57 (.
1"0 BUTYL RUBBER q T s (2) - B"m 7 b OTHER
SEALANT IN JOINT q 1 Do KNOCKOUT 2 ••, -T 21, PUMP LIFT CHAIN DR ROPE (CORROSION RESISTANT)
q q q 4 6� 22, ANTI -SIPHON HOLE C3/16 INCH DIAMETER)
q q 2 Q 23. EASY ACCESS TO INTERNAL FITTINGS
q
q O 24, DISCHARGE PIPE (SCHEDULE 40) 2'
a ELEV.. -4.4' II n 25, WATERTIGHT CONNECTIONS
q q q O n 2nd PUMP ON 4 26. SERIAL NO. AND DATE
in O -4.6' ELEV. -4.9' 0
5 •' ,
q 4"0 q q •' LIFTERS ELE° -ss' 9 1 ADDITIONAL NOTES,
PVC TEE 4
q q N 4 ELEV. -6 . > CONTRACTOR TO FURNISH POWER FROM
q q qq 0 CLUBHOUSE
> MOTORS TO BE 10 60HZ 230V.
C❑NSTRUCTI❑N q q q q 4 q q q 44 6 4 q q q to MAXIMUM ANTICIPATED HP=2
SECTION VIEW > PREFERENCE WILL BE GIVEN TO PUMPS @
1. Construct the silt fence of standard strength or extra I STAY RIGHT OR EQUAL NTS CONCRETE: 1750RPM OR LESS - SUBMIT
strength synthetic filter fabrics. CONCRETE: 4000 Psi at 28 DAYS SPECIFICATION
2. Construct the filter fabric from a continuous roll cut SECTION VIEW 4000 PSI at 28 DAYS 1000 GALLON TO ENGINEER 3 PHASE IF AVAILABLE
to the length of the barrier to avoid joints. When joints REINFORCEMENT:
> PUMPS TO BE CONTROLLED TO
are necessary, securely fasten the filter cloth only at a PUMP TANK H-20 BRIDGE LOADING AUTOMATICLLY ALTERNATE AND DUPLEX
support post with overlap to the next post. GREASE INTERCEPTOR TRP REINFORCING: TRAFFIC RATED
3. Support standard strength filter fabric by wire mesh TRAFFIC RATED H-20 BRIDGE LOADING SOD > BOX
I15V OUTLET INSIDE CONTROL
fastened securely to the upslope side of the posts using NTS > PUMP DISCHARGE MAY BE 2'
heavy duty wire staples at least 1 inch long, or tie wires. 6" CABC > ADD SECOND 'PUMP ON' FLOAT SWITCH
Extend the wire mesh support to the bottom of the trench. BOTH PUMPS MAY BE CONTROLLED FOR
4. When a wire mesh support fence is used, space posts 'PUMP OFF' BY THE SAME FLOAT,
a maximum of 8 foot apart. Support posts should be Orlven
securely into the ground to a minimum of 2 foot
#5 SEPTIC TANK STONE a v v v v v v v v v v v v v v v v v v v o v o v v o
5. Extra strength filter fabric with 6 foot
42% VOID AREA��vvvvvvvvvvvvoovvvvvvvvv'
7 v v v v v o v v v o v v v v v v 77 v v v
MIRAFI 140N OR EQUAL
post
spacingdoes not require wire mesh support fence. Staple
v v v
NOTE: ALL MATERIAL BELOW v v v v v v v o v v o v v v v v v o v v v v o o v•
NON -WOVEN FILTER
fence or wire the filter fabric directly to posts.
BOTTOM OF #5 STONE
FABRIC
TO BE INSPECTED. L=1I=1 =I11=III=III=III=III=III=11I=1I Imo-
❑PERATION
UNSUITABLE AND ORIGINAL - -T-
`\\
MATERIAL TO BE REMOVED
Inspect silt fences at least once a week and after each
rainfall. Make any required repairs immediately. Should the
AND REPLACED WITH, UNGRADED
\SCARAFIED EXISTING SUBGRADE
fabric of a sediment fence collapse, tear decompose o-
7;
SAND W/SILT AND COARSE,,WA -J . ,' 6 ' ETENTIDN. .
become ineffective, replace it promptly, f';emove sediment
PARTICLES.
deposits as necessary to provide adequate storage volume
NTS
for the next rain and to reduce pressure on the fence. -31ke
care to avoid undermining the fence during cleanout.
REMOVAL
NOTES,
When contributingdrainage areas have been properly
(] P P Y
Stabilized, and stabilize the area disturbed by Silt
STRUCTURAL STONE SHALL BE CLASS "A'
grade
fence removal and Cleanup.
STONE AND SHALL BE PAID FOR AT THE
CONTRACT UNIT PRICE PER TON "STONE
/ )<
FABRIC s 8' MAX. FOR WIRE MESH
SUPPORTED FABRIC
COMPACTED O o
EARTH FILL 6' MAX. FOR NON -WIRE
GROUND 1 MESH SUPPORTED FABRIC
GROUND FABRIC
N N
oaoa
101_1
w
47 N w 00
N
V)
0 1 0
ANCHOR FABRIC AS DIRECTED
BY THE ENGINEER WITH
COMPACTED EARTHFILL
SILT FENCE DETAIL
NO SCALE
CHECK VALVE
SHUT-OFF VALVES)
METER HOX-\ �2'_4' INCREASER
12'
4' PVC TO BLDG
I \'\ BRICK SUPPORT
\\`�, BRASS NIPPLE BRONZE SWIVE_ PVC EXTENSION
CDNNECTOR (WITH CAP)
VC PIPE PVC ADAPTER, SCH 80 NOTE:
(SDREND 21,200 PSI) W/FLANGEDTER METER
ENDS ADD RPZ ASSEMBLY METER AND
45' BEND, BOXES TO BE IN ACCORDANCE WITH
PVC SCH 40 HYDE COUNTY SPECIFICATIONS.
PVC ADAPTOR CHECK PLANS FOR PIPE SIZES USE 2" TURBINE METER OR IN
RASS NIPPLE COMPLIANCE WITH HYDE COUNTY
FOR 1-1/2' SERVICE INSTALL 1-1/2' METER, PIPE AND APPURTENANCES REGULATIONS.
CORPORATION STOP OPERATING RANGE UP TO 310 GPM
BRASS SERVICE SADDLE, FOR 2' SERVICE INSTALL 2' METER, PIPE AND APPURTENANCES,
DOUBLE STRAPPED OR IF PRESSURE REGULATOR IS REQUIRED, INSTALL IN SEPARATE METER
TAPPING SLEEVE BOX ON DOWNSTREAM SIDE OF DOUBLE CHECK VALVE,
36' MINIMUM SERVICE LINE COVER EXCEPT UNDER DITCHES,
o ENCASE SERVICE LINE IN PVC PIPE OR GALVANIZED STEEL PIPE
NOTES: WHEREVER SERVICE LINE IS INSTALLED UNDER PAVEMENT,
a SET METER AND BOX TWO FEET BEYOND RIGHT-OF-WAY OR
n -HYDE CO. WATER DEPT. WILL 3' BEHIND TOP OF DITCH BANK, WHICHEVER IS GREATER.
INSTALL 2" SERVICE, METER, BOX.
m -OWNER TO INSTALL RPZ AND LINE TO BLDG. 2" METER-RPZ SERVICE
POOL SERVICE
NTS
N
N
,. __..
SEED TYPE
SEEDING RATE PER ACRE
FEBRUARY-MAY
• TALL FESCUE
120 lbs.
RNTUCKY 31)
STUCA ARUNDINANCEA)
JUNE-JULY
' TALL FESCUE
120 lbs.
RNTUCKY 31)
STUCA ARUNDINANCEA)
+
BROWN TOP MILLET
25 lbs.
(SETARIA PANICUM)
SORGH0 N HYBRID
25 Ibc.
SORGH M-SUD
(SORGHUM-SUDANESE)
AUGUST-OCTOBER
N TALL FESCUE
120 lbs.
PNTUCKY 31)
STUCA ARUNDINANCEA)
NOVEMBER-JANUARY
- TALL FESCUE
120 Iba
NNTUCKY 31)
STUCA ARUNDINANCEA)
SHOULD THE DEVELOPER PREFER A BERMUDA GRASS
GROUND COVER,
THE FOLLOWING MIXTURE SHALL BE USED:
SEEDING DATES
SEED TYPE
SEEDING RATE PER ACRE
APRIL-SEPTEMBER
COMMON BERMUDA GRASS
10 tbs.
MHULLED)
CYNODUN DACTYLON)
+
WEEPING LOVEGRASS
4 lbs.
(ERDGROSTIS CURUULA)
OCTOBER-MARCH
COMMON BERMUDA GRASS
10 Ibx
UNHUU.ED)
CYNODUN DACTYLON)
SHOULD THE DEVELOPER PREFER A CENTIPEDE GRASS GROUND COVER,
THE FOLLOWING MIXTURE SHALL BE USED:
SEEDING DATES
SEED TYPE
SEEDING RATE PER ACRE
APRIL-SEPTEMBER
CENTIPEDE
21ba.
+
WEEPING LOVEGRASS
4 lbs.
(ERDGROSTIS CURUULA)
OCTOBER-MARCH
CENTIPEDE
21bs.
FOR EROSION CONTROL CLASS 'A'
SEDIMENT CONTROL STONE SHALL BE NO.
5 OR NO. 57 STONE AND SHALL BE PAID
FOR AT THE CONTRACT UNIT PRICE PER
TON "SEDIMENT CONTROL STONE.'
DIMENSIONS SHOWN ARE MINIMUM ACCEPTABLE
UNLESS OTHERWISE SPECIFIED BY THE
ENGINEER.
TOP OF BERM SHALL BE A MINIMUM OF A
ONE FOOT BELOW THE SHOULDER OR ANY
DIVERSION POINT.
rg0.00�
'0,0
1 11 -2
o°o°o°o'1''6'12'
°°°°0°0 4'-8'
FILTERED STRUCTURAL
WATER STONE
-{ 6'
SECTION A -A
SEDIMENT CONTROL
STONE
A
ROCK INLET SEDIMENT TRAP TYPE 'B'
ROCK INLET SEDIMENT
TRAP ® BASINS
NOT TO SCALE
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C❑NSTRUCTI❑N SEQUENCE
1. OBTAIN GRADING PERMIT.
2. INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT FENCING AND
SEDIMENT BASINS AS SHOWN ON THE PLAN. CLEAR ONLY AS NECESSARY TO
WSTALL THESE DEVICES.
3. MAINTAIN DEVICES AS NEEDED. ROUGH GRADE SITE.
4. INSTALL STORM SEWER (IF SHOWN) AND PROTECT INLETS NTH SILT FENCING,
SEDIMENT TRAPS OR OTHER APPROVED MEASURES AS SHOWN ON THE PLAN.
BEGIN CONSTRUCTING BUILDING.
5. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION,
6. IF SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT FENCING, SEDIMENT
BASINS, ETC., AND SEED OUT OR PAVE ANY RESULTING BARE AREAS.
C❑NSTRUCTI❑N
1. Construct the silt fence of standard strength or extra
strength synthetic filter fabrics.
2. Construct the filter fabric from a continuous roll cut
to the length of the barrier to avoid joints. When joints
are necessary, securely fasten the filter cloth only at a
support post with overlap to the next post.
3. Support standard strength filter fabric by wire mesh
fastened securely to the upslope side of the posts using
heavy duty wire staples at least 1 inch long, or tie wires.
Extend the wire mesh support to the bottom of the trench.
4. When a wire mesh support fence is used, space posts
a maximum of 8 foot apart. Support posts should be driven
securely into the ground to a minimum of 2 foot
5. Extra strength filter fabric with 6 foot post
spacingdoes not require wire mesh support fence. Stople
fence or wire the fitter fabric directly to posts.
❑PERATI❑N
Inspect silt fences at least once a week and after each
rainfall. Make any required repairs immediately. Should the
fabric of a sediment fence collapse, tear, decompose or
become ineffective, replace it promptly. Remove sediment
deposits as necessary to provide adequate storage volume
for the next rain and to reduce pressure on the fence. Take
care to avoid undermining the fence during cleanout.
REMOVAL
When contributing drainage areas have been properly
stabilized, grade and stabilize the area disturbed by silt
fence removal and cleanup.
NOTE,
PROVIDE A GROUNDCOVER ON EXPOSED SLOPES WITHIN 21 WORKING DAYS OR 30
CALENDAR DAYS (WHICHEVER IS SHORTER), FOLLOWING COMPLETION OF ANY PHASE OF
GRADING, AND, A PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 15
WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION
OF CONSTRUCTION OR DEVELOPMENT.
VARIES
COARSE w SAND r
O O O 0 n n n 0 0 0 0 00001'-" STORAGE STONEOOOO
0
000(OOOOfl`�AFIII OOOOO`OOO_O_O_-O-
`MIRAFl 140N OR EQUAL
STORAGE STONE/SWALE SECTION NON -WOVEN FABRIC
PERMANENT SWALE
NOT TO SCALE
TEMPORARY SWALE CROSS . -SECTION
DRAIN NOTES: NOT TO SCALE
> 12" PVC PIPE FILLED WITH SEPTIC TANK STONE
CAP STONE WITH 140N OR EQUAL,
INSTALL LIGHT TRAFFIC GRATE
> PERFORATED WITH 8 HOLES
11/"0 SPACED 411h" APART
VERTICALLY AND HORIZONTALLY
PUBLIC ROAD
_. b_8
CONSTRUCTION ENTRANCE
NOT TO SCALE
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ISSUE DATI
50'
DRAWN BYi
CHK'D BYi _
JOB NO, _
DWG, NAMEi
SCALE: NTS
H❑RIZI N/A
VERTt N/A
DWG, NO
8
SHEET 8 OF 8