29-09 Progress Energy and WRC

OAK ISLAND BOATING ACCESS
OAK ISLAND, NC
�tA FEH 2 3 2009
Morehead City DCM
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This note shall apply to each and every sheet in this set.
The Engineer does not guarantee 'that all existing facilities such
as pipelines, electrical lines, conduit:, telephone cable, service
connections, or other facilities are .shown on the Plans. It shall
be the Contractor's responsiblity to have all utilities located by
their respective owners, field mark: the utility locations, and
protect all such existing facilities prior to beginning construction.
The Contractor is fully responsible for notifying all utility owners
in accordance with NC General Statute - Chapter 87, Article 8,
The Underground Damage Prevention Act.
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NOW OR FORMERLY
TOWN OF YAUPON BEACH
DEED BOOK 907 PAGE 576
PLAT BOOK 907 PAGE 579
PIN #: 2086-1156-0994
USE: WATER TREATMENT PLANT - ---- - - - — " - "
— - - - — - - " - n-DnpFuTY LINE /LEASELINE
, .
SURVEY WAS COMPLETE BY THE NORTH CAROLINA WILDLIFE
RESOURCE COMMISSION. MULKEY ENGINEERS &
CONSULTANTS ARE NOT RESPONSIBLE FOR ANY INACCURACIES
OR OMISSIONS IN THE SURVEY DATA.
This note shall apply to each and every sheet in this set.
The Engineer does not guarantee that all existing facilities such
as pipelines, electrical lines, conduit, telephone cable, service
connections, or other facilities are shown on the Plans. It shall
be the Contractor's responsiblity to have all utilities located by
their respective owners, field mark the utility locations, and
protect all such existing facilities prior to beginning construction.
The Contractor is fully responsible for notifying all utility owners
in accordance with NC General Statute - Chapter 87, Article 8,
The Underground Damage Prevention Act.
2%
EL -3.03
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ARE TO NAVD 1988 DATUM
209
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NOW OR FORMERLY
TOWN OF YAUPON BEACH
DEED BOOK 907 PAGE 576
PLAT BOOK 907 PAGE 579
PIN #: 2086-1156-0994
USE: WATER TREATMENT PLANT-
N8504712911E 729.54'-
- - . - - - ---
PRO - - PERTY LINE / LEASE LINE %
- - . __-___ - - • - - - - - - - ..._._.-- - -
t EL-3.03
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EXISTING POST°
EXISTING WHEEL STOP Eck
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rt OWNER OF RECORD:CAROLINA POWER & LIGHT COMPANY
Grass Area EXISTING TREE E EXISTING FENCE EXISTING GRAVEL USER OF PROPERTY:NORTH CAROLINA WILDLIFE RESOURCE COMMISSION
OAK ISLAND BOAT ACCESS.
Y
EXISTING GRAVEL 8470 RIVER ROAD, AND
OAK ISL, NC o
TOTAL TRACT = 2,920 ACRES CO C.
EXISTING EP GrusArm ZONED = CO—CLD EXISTING CONCRETE ►�
1 PIN = 300700371095 N
DEED BOOK=0515 d=
EXISTING LIGHT POLE GraveiPadciilg DEED PAGE=0185 , L
EXISTING EXISTING EXISTING SIGN L
ELEC —BOX ELEC —BOX EXISTING FENCE EXISTING LIGHT POLE
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S85047 29 W 663.61
SURVEY WAS COMPLETE BY THE NORTH CAROLINA WILDLIFE
RESOURCE COMMISSION. MULKEY ENGINEERS &
CONSULTANTS ARE NOT RESPONSIBLE FOR ANY INACCURACIES
OR OMISSIONS IN THE SURVEY DATA.
- --Wv . iil\r411 `/A %.1%I
This note shall apply to each and every sheet in this set.
The Engineer does not guarantee that all existing facilities such
as pipelines, electrical lines, conduit, telephone cable, service
connections, or other facilities are shown on the Plans. It shall
be the Contractor's responsiblity to have all utilities located by
their respective owners, field mark the utility locations, and
protect all such existing facilities prior to beginning construction.
The Contractor is fully responsible for notifying all utility owners
in accordance with NC General Statute - Chapter 87, Article 8,
The Underground Damage Prevention Act.
EL. 3.32
SCALE.° P' = 30"
0' 30" 60'
Dim WMG No.
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NOW OR FORMERLY
TOWN OF YAUPON BEACH
DEED BOOK 907 PAGE 576
ffir16.57,,
EL-1632
E
EI. 1621
EL-16.09
EL=15.95
EL=15.w
ffi,16
E1-1
SURVEY WAS COMPLETE BY THE NORTH CAROLINA WILDLIFE
RESOURCE COMMISSION. MULKEY ENGINEERS &
CONSULTANTS ARE NOT RESPONSIBLE FOR ANY INACCURACIES
OR OMISSIONS IN THE SURVEY DATA.
This note shall apply to each and every sheet in this set.
The Engineer does not guarantee that all existing facilities such
as pipelines, electrical lines, conduit, telephone cable, service
connections, or other facilities are shown on the Plans. It shall
be the Contractor's responsiblity to have all utilities located by
their respective owners, field mark the utility locations, and
protect all such existing facilities prior to beginning construction.
The Contractor is fully responsible for notifying all utility owners
in accordance with NC General Statute - Chapter 87, Article 8,
The Underground Damage Prevention Act.
L= -8.39
% EL=-8.34
X EL=-8.66
55 % EL= 8.29
L=8.28 % EL=-8.39
Dutchnr.
X EL=8.03
. EL= 8.00
29
tE TO NORMAL LOW WATER
EL=8.01
X EL-7.91
EL= �7.89
x EL---7.61
EL=7.66
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^ EL 426
SCALE. P' = 30'
0' 30' 60'
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DESIGNED BY:
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MDA
SCALE:
PROJECT NO
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NOW OR FORMERLY
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DEED 97 PAGE 57
PEAT BOOK 907 PAGE 57
PIN #e 206-116-99 USE: ATE TREATMENT LANTLIN
PROPE TY E / LEASEYy
- - - iy 296
EL=3.04
�O _ c: EL=-3.07
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EL=3.05
EXISTING NORMAL
ELi 3.17 HIGH WATER LINE
EXISTING COASTAL
WETAND LINE
1 9L0 E--3.00
EXISTING NORMAL
TIE DOWN SPACES LOW WATER LINE
® /06 Q °t
EL F t1 EL9 3.01
W TOP 10� U EXISTING FLOATING DOCKS TO
a / O TYP) v BE REPLACE WITH SAME MATERIAL
LANE STRIPING (TYP) 104 ., & IN SAME LOCATION & SAME
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DIMENSIONS (DOCKS ARE NOT FOR
AISLE �% " c� STORAGE BUT FOR LOADING AND
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E 7.01
NO SLIPS DUE TO RAMPS
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i' 3.09 EL=3.56 EL=12.22�44 EL= 9.37
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EXIT 18 v�DE © © 13 SPACES qc NG NGRE Xa Op,,(tt
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DRIVE ; GRASS ©© EX\S G 6 EL�40
SWALE
15 SPACES � © V ,,,..: +� s'" EL 2.04 EL=1.62
vR(1P #2 VOCK#!2 EL=-8.88 EL=8.5 = 8.53
_ _.. EL=1.52
2/` 0' X 60' tVG COCCI Xa� �1
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CrjS1 EL�.Io EL=5.37 EL=-ll.15
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ADA COMPLIANT EL=-7.92
- LANE STRIPING (TYP) --�� ---"� eS��C1G COS w; �, WALKWAY (REFER
- 346 TO S-PLANS)
30' DRIVE
EL=3.18 EL=7.89
r_ -- �- £.
GRASS AREA AISLE
TO REMAIN EL=-4.42 L- �q EL=7.69 SECTION. ALL WORK ND DOCK
7 -__----
WHEEL 48 49 50 Q MATERIALS TO BE PROVIDED
STOPZ 4 46 47 O gg �+g BY OWNER(REFER TO DETAIL
-- 347 SHEET FOR MORE INFO) NUMBERS
(TYP) 42 ® i 5/ 7,2 Q 2 INDICATE POTENTIONAL SHORT-
9TERM SLIP LOCATIONS
GENERAL NOTES:
TRUCK & TRAILER SPACES: (74) 10' X 45'
TRUCK & TRAILER ADA SPACES: (2) 10' X 45' (PLUS 5' AISLE)
SINGLE CAR SPACES: (23) 9' X 18'
SINGLE CARIVAN ADA SPACES: (4) 8' X 18' (PLUS 5' AISLE)
FOUR (4) TIE -DOWN SPACES
EXISTING NORMAL
LOW WATER LINE
EXISTING COASTAL
WETAND LINE
EXISTING NORMAL
HIGH WATER LINE
This note shall apply to each and every sheet in this set.
The Engineer does not guarantee that all existing facilities such
as pipelines, electrical lines, conduit, telephone cable, service
connections, or other facilities are shown on the Plans. It shall
be the Contractor's responsiblity to have all utilities located by
their respective owners, field mark the utility locations, and
protect all such existing facilities prior to beginning construction.
The Contractor is fully responsible for notifying all utility owners
in accordance with NC General Statute - Chapter 87, Article 8,
The Underground Damage Prevention Act.
354
EL=3.32
SCALE: l" = 30'
0' 30' 60'
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DESIGNED BY.�
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DGN. CHECKED BY:
AMA
SCALE:
PROJECT NO.
2007065.00
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NOW OR FORMERLY
TOWN OF YAP N BEACH
DEED BOOK 7 PAGE 576
PLAT BOOK 907 PAGE 579
PIN #: 2-1156® 94
USE® A'TE TREMMENT PLANT . - . - - -
- - - -- - PERT YLINE o LEASE LINE
PRO
;!)0J -t / L,7
OTAL DISTURBED AREA: 3.19 ACRES
This note shall apply to each and every sheet in this set
The Engineer does not guarantee that all existing facilities such
as pipelines, electrical lines, conduit, telephone cable, service
connections, or other facilities are shown on the Plans. It shall
be the Contractor's responsiblity to have all utilities located by
their respective owners, field mark the utility locations, and
protect all such existing facilities prior to beginning construction.
The Contractor is fully responsible for notifying all utility owners
in accordance with NC General Statute — Chapter 87, Article 8,
The Underground Damage Prevention Act.
354
E1=3.32
SCALE, l" = 30'
0' 30' 60'
C-3

NOW OR FORMERLY
TOWN OF YAUPON BEACH
DEED 907 PAGE 576
PLAT BOOK 907 PAGE 579
PIN #a 206-116®0
USE: ATE TREATMENT LANT
N_
--� " — - LINE
PROPERTYLINE /LEASE
LEASE LINE
-
- "4712911W 663.6 V
This note shall apply to each and every sheet in this set.
The Engineer does not guarantee that all existing facilities such
as pipelines, electrical lines, conduit, telephone cable, service
connections, or other facilities are shown on the Plans. It shall
be the Contractor's responsiblity to have all utilities located by
their respective owners, field mark the utility locations, and
protect all such existing facilities prior to beginning construction.
The Contractor is fully responsible for notifying all utility owners
in accordance with NC General Statute — Chapter 87, Article 8,
The Underground Damage Prevention Act.
SCALE. l" = 301
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DESIGNED BY.•
WMS
DGN. CHECKED BY:
MDA
SCALE.
PROJECT NO
2007065 00
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T- VARIABLE AS DIRECTED BY THE ENGINEER
MIN. 10 GA.
LINE WIRES
STEEL POST
WOVEN WIRE FABRIC
kANCHOR
TFENCE GEOTEXTILE FABRIC
-1/2 GA, oFILL SLOPE
AEDIATEADE
GRADE N. COVER
SKIRT •
SKIRT AS
ED BY ENGINEER
SIDE VIEW
I FRONT VIEW I II
NOTE:
-USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW
-END OF SILT FENCE NEEDS TO BE TURNED UPHILL. MAINTENANCE
INSPECT SEDIMENT 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. REPLACE BURLAP EVERY 60 DAYS.
• FOR REPAIR OF SILT REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FABRIC.
FENCE FAILURES, USE TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
No. 57 WASHED STONE. REMOVE ALL FENCING MATERIAL AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING
FOR ANCHOR WHEN SILT DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
FENCE IS PROTECTING
CATCH BASIN.
STANDARD TEMPORARY SILT FENCE
�n
2'-0' --a�•I
1/2' PLASTER---
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8' MINIMUM; OVER 8' DEEP,
Q
12' MINIMUM UP TO 6'
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FROM TOP OF CURB.4.
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❑ ❑ . ' °
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4'-4•
4'-4'
- DRAWING NOT TO SCALE
NOTES:
Il FOR 24' RCP & LARGER USE
PIPE DIAMETER PLUS 12' FOR
MINIMUM INSIDE DIMENSION.
2) 24' X 24' CASTING WITH 12',
15' & 18' PIPE, 24' X 36'
CASTING USED WITH 24' PIPE
OR LARGER. IF PLACED WITHIN
PUBLIC R/W CASTING MUST BE
TRAFFIC BEARING TYPE PER
NCDOT STANDARDS.
3)USE 4'X 4'X 8' OR 4'X 8'X
16' SOLID CONCRETE BLOCK. CAST
IN PLACE OR PRECAST CONCRETE TO
MEET N.C.D.O.T. STANDARDS
ACCEPTABLE.
STANDARD DROP INLET
50' MIN. NOTES•
BUT SUFFICIENT TO KEEP IPUT SILT FENCE OR TREE PROTECTION FENCE UP
SEDIMENT ON SITE TO ENSURE CONSTRUCTION ENTRANCE IS USED.
2tF CONSTRUCTION ON THE SITES ARE SUCH THAT
THE MUD IS NOT REMOVED BY THE VEHICLE TRAVEL-
2'-3' STONE TO BE USED 25' OR WIDTH Of ING OVER THE STONE. THEN THE TIRES OF THE
VEHICLES MUST BE WASHED BEFORE ENTERING THE
EXISTING (SURGE STONE OR RAILROAD PROPOSED STREET. PUBLIC ROAD.
ROADWAY BALLAST) WHICHEVER IS
GREATER. 3tF A PROJECT CONTINUES TO PULL MUD AND DEBRIS
ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY
WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY
RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL
RESPONSIBILITY FORM.
35' MIN. 15' MIN. NEW CONSTRUCTION
EXISTING ROADWAY
/\/\/\ 12' MIN,
6' MIN. /\\ \ \
'-FABRIC UNDER STONE
CROSS SECTION
TEMPORARY CONSTRUCTION ENTRANCE/EXIT
B . -�
2'-0'
I� 1'-113/4
2' 11/4' - I
5/8, 7/8'
N
N p�
-►I 4 1/2' tt -►1r
NOTE:
DROP INLET IN WALKWAY SHALL HAVE
ADA COVER
STAND = DROP INLET CASTING
MINE �■����1��1
os���s-�s-� ,r ♦1 s+ss,
11
11 a►i+ads+�+����+i� F.t � y a. w�..�.�.�,.�.�.is.. .
GRADE
;�-
SILT FENCE FABRIC
I INSTALLED TO SECOND
STEEL POST I WIRE FROM TOP 51 I
WOVEN WIRE FABRIC I
I I
FRONT VIEW
WARNING SIGN
SILT FENCE GEOTEXTILE FABRIC
I s
FILL SLOPE
N Z
g
n GRADE 4C6- MIN COVER
0OVER SKIRT 4'
iv 3• TREE PRO'TEL'ITO\.AREA
EXTEND WIRE 6' MIN INTO TRENCH
AND AS DIRECTED
3• DO NOT EN TER 18„
NOTES: 4' I
WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. _ _
LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. WARNING - DETAIL
SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS.
SIDE VIEW PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE
NOTES: NO LESS THAN ONE SIGN PER PROTECTION AREA.
ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
-USE SILT FENCE ONLY WHEN DRAINAGE AREA MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
DOES NOT EXCEED 1/4 ACRE AND NEVER IN ADDITIONAL SIGNS MAY BE REQUIRED BY TOWN OF HOLLY SPRINGS ENGINEERING
AREAS OF CONCENTRATED FLOW. DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS.
PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
-END OF SILT FENCE NEEDS TO OE TURNED UPHILL
STANDARD TEMPORARY SILT/ TREE PROTECTION FENCE
51/4'
51/4'
2 1/2' 1
SECTION B-B
DESIGN OF SPILLWAYS
DRAINAGE AREA
WEIR LENGTH I
(ACRES)
(FT)
1
4.0
2
6.0
3
8.0
4
0.0
5
I2.0
DIMENSIONS SHOWN ARE MINIMUM
UUMFinal FEE •Ili amiWillsWZ.M&v11•llin03 9161In�'
GALVINIZED
HARDWARD WIRE
EXTENDS TO
TOP OF BOX
HEIGHT OF 12"-18' MIN. ABOVE
TOP OF BOX
MAINTENANCE
INSPECT THE FABRIC BARRIER AFTER EACH RAIN AND MAKE REPAIRS AS NEEDED.
REMOVE SEDIMENT FROM THE POOL AREA AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN. TAKE CARE NOT TO DAMAGE OR
UNDERCUT THE FABRIC DURING SEDIMENT REMOVAL.
WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SEDIMENT AND DISPOSE OF THEM
PROPERLY. BRING THE DISTURBED AREA TO THE GRADE OF THE DROP INLET AND SMOOTH AND COMPACT IT. APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET.
STANDARD CATCH BASIN/YARD INLET PROTECTION
TOP ELEVATION OF STORMWATER
°57 WASHED
STONE
EXISTING SLOPE
tAP
CLASS I RIP -RAP
[MAX.
rn
i rn
_ V
LTER FABRIC
SIDE VIEW
NOTE;
HEIGHT & WIDTH DETERMINED BY
EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED.
KEY RIP RAP INTO THE DAM
FOR STABILIZATION.
FRONT VIEW
EXISTING SLOPE
STEP SEQUENCE
ROCK CHECK DAM
CONSTRUCTION SEQUENCE
1. Obtain a land -disturbing permit; Schedule a preconstruction conference with the
Environmental Engineer, Holly Spring @ (9 19) 554-3 158.
2. Install gravel construction pad, temporary diversions, silt fence, sediment
basins or other measures as shown on the approved plan. Clear only as necessary to
install these devices. Seed temporary diversions, berms and basins immediately after
construction.
3. Coll Holly Spring for an onsite inspection by the Environmental
Engineer to obtain a Certificate of Compliance.
4. Begin clearing and grubbing. Maintain devices cis needed. Rough grade site.
5. Install storm sewer, if shown, and protect inlets with block and gravel inlet
controls, sediment traps or other approved measures as shown on the plan. Begin
construction, building, etc.
6. Stabilize site as areas are brought up to finish grade with vegetation, paving, ditch
linings, etc. Seed and mulch denuded areas within twenty-one (2 1) days of completion
of any phase of construction.
7. When construction is complete and all areas are stabilized completely, call Holly
Spring for an inspection by the Environmental Engineer.
8. If site is approved, remove temporary diversions, silt fence, sediment basins,
etc., and seed out or stabilize any resulting bare areas. All remaining permanent
erosion control devices, such as velocity dissipotors, should now be installed.
9. When vegetation has become established, call for a final site inspection by the
Environmental Engineer, Holly Spring. Obtain a Certificate of Completion.
CONSTRUCTION SCHEDULE
o a
\X/
6"D/ \
3"OCA
p p p
4000 PSI CONCRETE o$QO 0oo0 000(0�00 0��,0C�,, °° 0<`
�oDiC�" ofl a<
MINIMUM 8" ABC BASE
COURSE COMPACTED IN
ACCORDANCE WITH THE 6x6-WIAW1.4 WELDED
GEOTECHNICAL REPORT, WIRE REINFORCING
CONTROL JOINTS SHALL BE SAW CUT STRAIGHT ACROSS BOTH THE
LENGTH AND WIDTH OF THE NEW CONCRETE SLABS AT THE MID
POINT, BASICALLY QUARTERING THE NEW SLAB. THE CONTROL
JOINTS SHOULD BE V8" WIDE x 2" DEEP, AND SHOULD BE CUT AS
SOON AS THE CONCRETE WILL ACCEPT SAWING WITHOUT DAMAGE,
REINFORCED CONCRETE PAVING
(HEAVY DUTY CONCRETE)
NO SCALE
NOTE: THIS IS THE MINIMUM ACCEPTABLE PAVEMENT SECTION.
USE THIS PAVEMENT SECTION FOR TRAVEL LANES.
CONTRACTOR SHALL PLACE 2" BINDER COURSE DURING CONSTRUCTION,
THEN PLACE 1" ASPHALT SURFACE COURSE
AFTER BUILDING AND SITE CONSTRUCTION.
3" SUPERPAVE ASPHALT (S-9.513)
10" CRUSHED STONE BASE
.,.�.,-7 COMPACTED SUBGRADE
SUBGRADE COMPACTED TO A MINIMUM 95% STANDARD
PROCTOR MAXMUM DRY DENSITY (ASTM D 698).
(UPPER 12" COMPACTED TO 100%)
jN-S1 i E ASPHALT HEAVY DUTY
TRAFFIC PAVEMENT DETAIL
MAINTENANCE
INSPECT RIPRAP OUTLET STURCTURES AFTER HEAVY RAMS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE OR IF STONES HAVE
BEEN DISLODGED. MAIEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAttACE.
r!1r!is,!�r
SECTION A -A
RE AP SEE SCHEDULE FOR DIMENSIONS
I. La is the length of the riprap apron.
2. d = 1.5 times the maximum stone diameter but
not less than 6'
3. In well-defined channels, extend the apron up the
channel banks to an elevation of 6' above the
maximum toilwoter depth or to the top of the
bank which ever is less.
4. A filter blanket or filter fabric should be
installed between the riprap and soil foundation.
ENERGY DISSIPATOR
SEEDING SCHEDULE
Filter blanket
SHOULDERS, SIDE DITCHES, SLOPES (MAX. 3:1)
DATE
TYPE
PLANTING RATE
AUG 15 - NOV I
TALL FESCUE
300 LBS./ACRE
NOV I - MAR I
TALL FESCUE
300 LBS./ACRE
& ABRUZZI RYE
25 LBS./ACRE
MAR I- APR 15
TALL FESCUE
300 LBS./ACRE
APR 15 - JUN 30
_HULLED COMMON BERMUDA
25 LBS. / ACRE
JUL I - AUG 15
TALL FESCUE AND
120 LBS. / ACRE
*** BROWNTOP MILLET
35 LBS. / ACRE
*** OR SORGHUM-SUDAN HYBRIDS
30 LBS./ ACRE
SLOPES (3:I TO 2:1)
MAR I - JUNE I
SERICEA LESPEDEZA (SCARIFIED)
50 LBS./ACRE
&
(MAR I- APR 15)
_ADD TALL FESCUE
120 LBS. /ACRE
(MAR I- JUN 30)
_OR ADD WEEPING LOVEGRASS
10 LBS. / ACRE
(MAR I- JUN 30)
-OR ADD HULLED COMMON BERMUDAGRASS
25 LBS/ ACRE
JUN I- SEP I
*** TALL FESCUE AND
120 LBS./ACRE
***BROWNTOP MILLET
35 LBS. / ACRE
***OR SORGHUM-SUDAN HYBRIDS
30 LBS./ACRE
SEPT I- MAR I
-SERICEA LESPEDEZA (UNHULLED-UNSCARIFIED)
_70 LBS. / ACRE
AND TALL FESCUE
120 LBS./ ACRE
(NOV I - MAR U
-ADD ABRUZZI RYE
25 LBS. /ACRE
CONSULT CONSERVATION
ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL
INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS.
THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL
CONDITIONS;
OTHER SEEDING RATE
COMBINATIONS ARE POSSIBLE.
***TEMPORARY - RESEED
ACCORDING TO OPTIMUM SEASON FOR DESIRED
PERMANENT
VEGETATION. DO NOT
ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT BEFORE
MOWING, OTHERWISE FESCUE MAY BE SHADED OUT.
TEMP. SEEDING S�I'EDU�E
SEEDBED PREPARATION
1.) CHISEL COMPACTER 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 LOSE ROCK. ROOTS. AND OTHER OBSTRUCTIONS
LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
4.) APPLY AGRICULTURAL LIME. FERTILIZER, AND SUPERPHOSPHATE
UNIFORMLY AND MIX WITH SOIL (SEE dELOW*).
5.) CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM
REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6.)SEED ON A FRESHLY PREPARED DEEDBED AND COVER
SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
7.) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8.)INSPEC- DEEDED AREAS AND MAKE NECESSARY REPAIRS OR
RES: WITHIN THE PLANTING SEASON, 1F POSSIBLE. IF
S- - - JLD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING
C= =_ _ YE, FERTILIZER AND SEEDING RATES
9.)CONSULT ENVIRONMENTAL INSPECTOR ON MAINTENANCE TREATMENT
AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
* APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/
ACRE IN CLAY SOILS)
FERTILIZER - 1,000 LBS. / ACRE 10- 10- 10
SUPERPHOSPHATE-500 LBS> / ACRE - 20X ANALYSIS
MULCH - 2 TONS / ACRE - SMALL GRAIN STRAW
ANOTHER - ASPHALT EMULSION a 300 GALS./ ACRE
TEMP, SEEDBED PREPARATION
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SCALE: AS SHOWN
FILE NUMBER: 6092
DATE: 08/20/08
ACCESSDOCK
PLAN $$ NOTES
SHEET NUMBER:
si'l of 2

TIMBER APPROACH
CLR.
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1� 6` MIN.-
PILE
#4 0 12" o.C. SECTION
E.W. T&B
3/4" CHAMFER
TOP EDGE
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NOTES:
1. ALL DOCK HARDWARE TO BE HOT
DIPPED GALVANIZED STEEL EXCEPT
AS NOTED BELOW.
2. CONNECT FLOATING UNIT TO
ABUTMENT WITH: 3/4" STAINLESS
STEEL HEX HEAD BOLTS AND NYLON
LOCK NUTS.
3. WD-TM SINGLE "T" MALE
CONNECTORS ARE TO BE PLACED ON
THE CONCRETE ABUTMENT WD-TF
SINGLE "T" FEMALE CONNECTORS ARE
TO BE PLACED ON THE FLOATING
DOCK SECTION AS ILLUSTRATED.
4. THE WD-TM CONNECTORS SHOULD BE
ATTACHED TO THE ANCHOR RODS ON
THE OUTSIDE OF FORM WORK TO
ENSURE FIT AFTER FORM REMOVAL.
5. AN INTERNAL VIBRATOR SHOULD BE
USED TO CONSOLIDATE CONCRETE.
6. CONCRETE SHALL BE A DESIGN MIX
OF 3500 PSI MIN. WITH A MAX.
SLUMP OF 5". MAX. AGGREGATE SIZE
TO BE 3/4".
i 7. AFTER FLOATING CONCRETE, PROVIDE
A BROOM FINISH ON TOP SURFACE.
8. PLACE 3/4"X 3/4" CHAMFER STRIPS
INSIDE THE FORM WORK SO THAT THE
FOUR VERTICAL CORNERS AND THE
TWO HORIZONTAL TOP EDGES ARE
,. 9. ENSURE THAT ANCHOR BOLTS ARE
SECURED SUCH THAT THEY WILL
REMAIN ALIGNED DURING CONCRETE
POUR. THEY SHOULD BE FASTENED
TO THE FORMS WITH NUTS PLACED
AND TIGHTENED ON BOTH SIDES OF
_____! THE FORMS.
-INSIDE CORNER BRACKET TO FIRST
FLOATING DOCK SECTION - BY OWNER
—COORDINATE HINGE LOCATION
W/ DOCK HARDWARE PRIOR
TO POURING ABUTMENT
FLOATING DOCK TO ABUTMENT
CO_N_NEC11ON HARDWARE
3/4" CHAMFER -
ALL VERT. CORNERS (TYP.)
#4 PERIMETER TIES 0 12" O.0
(4) 8"m PILES W/ 16' MIN. EMBED.
s0.10. 1 SECTION PRIOR,
SCALE: 1" - 10'-0"
P.T. 2x6 TOP RAIL
1 1 /2"0 HANDRAIL
`-P.T. 2x6
`i � 11MBER BALUSTERS
+n HIT 0 4" O.C.
(2) 5/8"0 ---
CARRAIGE
BOLTS
(1) 5/8"0 —
CARRAIGE
BOLT
APPROX. EXIST. —
(FINISH) GRADE -'
ELEV. VARIES
P.T. 2x6
P.T. 2x6 DECKING
W/" GAP
5'-0"
P.T. 2x8
STRINGERS
P.T. (2) - \-LT. GAGE
2x12 0 MTL ANCHOR
JOISTS CUPS
P.T. 8"0 PILES-----"
0 8'-0" O.C.,
TYP.
PROVIDE BLCCKING AT
MID -SPAN & BEARING.
LAP STRINGERS AT
BEN CL PILE
SCALE: 3/4" = 17"
PROVIDE 2x8 CROSS -BRACING
WHERE DECK TO GRADE
EXCEEDS 3'-O"
4'-0"
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PROVIDE P.T. SOLID
BLOCKING FOR
GUARDRAIL POSTS 0
LOCATIONS BTWN
CAPS
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BOLTS, NUTS
& OGEE
WASHERS
NOTCH PILES FOR
SPLIT- CAP
BEARING & TO
PROVIDE
GUARDRAIL POST
WIDTH BTWN CAPS
T. TIMBER BENCH
PT 2X6 RAIL
' PT 2x8
lb DECKING
--- ELT. GAGE -2x8 P.T. STRINGERS
LEE
TIC CUPSANCHOR
GL PILE
SCALE: 3/4" = 1'-O"
APPROX. EXIST. (FINISH)
GRADE - ELEV. VARIES
PILE
PT 2X6 TOP RAIL
GUARD RAIL POST
- SEE SO.103
(2) 3/4"0 BOLTS,
NUTS, & WASHERS
- H.D. GALV.
P.T. 8"0 PILES
7'-6" O.C,, TYP.
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DESIGNED BY.
JRT
DRAVVN BY:
SKS
QUALITY CONTROL:
JRT
SCALE:
AS SHOWN
FILE NUMBER:
6092
DATE:
08/20/08
SHEET NUMBER;
so.1
OF