20030379 Ver 1_MAPS_20030328

W~, h . ;~,~~~F

PROJECT NO. DPLM '~~'=D FILE (`?py VILOVLI~ -1
~ i
LAKE H~CKO LOV]ELADY TOWNSHIP, CALD FOR DUKE POWER, A DUKE
:OILY
L~~'~LL O rTY NC
ENERGY COMPAS~IY
SITE DATA
TOTAL SITE AREA= 44.102 ACRES
TOTAL DISTURBED AREA= 1.56 ACRES
PROPOSER Il~IP~RVIOUS ARFA~ L21 AC
EXISTING IIVIPERVIOUS AREA L18 AC.
ADDITIONAL IMPERVIOUS AREA .03 AC
PARIrNG SU1VIl'vtARY
10- 10' X 20' PA1~l~:IlVG SPACES
. 2 - 10'X40' HANDICAP PARHING .SPACE
1 - 10X40' NCWRC PARING SPACE
50 TOTAL PARING SPACES

SCHEDULE OF DRAWINGS
- COVERSHEET
1. EXISTING CONDITIONS/ DEMOLITION PLAN

Ram/
2 SITE PLAN
~'C~~~~ , ""v 3 FINE GRADING/ CONCRETE APRON DETAII,
4 SITE DETAILS
5 CONCRETE BOAT RAMP DETAILS
6 PIER ABUTMENT
-EXPANDED AND PAVED PARKIN t`~ ~G ~ 7 LANDSCAPE PLAN
8 STAI~NG PLAN

VICIl~TITY MAP
PREPARED BYE
.u
¢1'V
~RA~E c""PEA R°. FRAMATOME ANP
~ \ L ~A
FRAMATOME ANP DE&S
-EXISTING RAMPS AND DOCK TO TO BE REMOVED N -Zi 400 S. Tryon Street, Suite 2100 WC22K
- D Charlotte, NC. 28285 [phone]
Z
i
O CATAWB
RIVER SITE
(2) NEW CONCRF.TR RnAT RAMPC ! AMPC
(1) BOAT DOCK 4 Y.Y
i
HICKORY
PRELIMINARY* NOT FOR CnN~ I irMnNN

i
DPCO Ol_LOWS P L. F
r1
BOUNDARY GRACE CHAPEL RD. PROJEC
HICKORY = ~ LAKE ~
~ o0 ~ ~
\ , N - D F
•~l' V ~ Z ~
WOOdS CATAWB ~ SITE Q
RIVER
TEL PEDISTAL ~
~ ~ \ \ ~ i
• 0 ~ 12" Pine HICKORY
\ ~ 0 / ~ ~ c / \ ~z,
\ ~ 0~
\ ~ . i ~ ~ ~ i C ? / \CJ 20" Pine ~O ~ i
\i 0 / cl) TREE 0 BE REMOVED LCJCATION MAP-NOT TO SCALE o I N
, ~ , INV. 101.47 / I , : ~ N
~ ~ ~ i f^ ~ N
~ \ 5 , e 3 U ~ Z
~ 2 3 - ~ , G, _ ~ W W
~ \ I' 2J / Mog Nan 1 Q E / / i 11a~o' 95.10''.•. , 1 I 0 ~ I
- _ ~ ~ i ~ I ~ S 7: i ~ ~ i ~ I L
..141 ~ 48~~ , _ l~ ~ ~ ! 1 ~ I ~ 4 0 E ~ 5., Holly a ` ~ ~ 1 Z a ' ~ a~
a ~ r~ ..f 6" Ma le ~ P 1,~ Oak W
~ i~ L i~
1 ~ 1~ Poplor ~ 18 Oak ! O
~ 12"Pie ' ~Q ~i., ~ n ~ a 12" Oak ~ d d
18" Uak 18" pine 12" Oak ~ L m
~ a Dbl. 12' Oak - _ ~ 10" Maple - a a 12" Oak ~ a _ _ ~I , 14 Oak - ~Q J. W. SHERRILL o ui ;TREES , REMAIN
12° Pine 6" Oak \ _ , 9" Persimmons Persimmons ~ ~ O
I Q~ 16" Plne ~ 15° Oak ~ OF-107, D.B. 122, PG. 30 Q o ~ ~ u.l
12" Pine 10" Pine ~ 8" Oak a ~ i , ~Q"~ 15 C a 15~~ ~ OXFORD DWG. 719 ~
~11~~, ~s~8~, Oak ~.n.,~ ~ ~ Maple' > Maple ; ~ EXISTING GRAVEL BASE
r 16" Pine 10 Oak ~ 12" Pine ~ Q Triple 10° ~ T O BE R MOVED
12' 17 ~ ,ne Ook ' Pine ~ 16" Oak a 10" Pine? ~ r `may u \ ~
' 12" Ook 10" Oak 16° Oak 1 Dbl. , Dbl.
' Q Persimr ~Q t 18' Pine d 22" Oak ~ ~ Q Persimmon i i
Qj ° ~ 22' Oak ~ ~ ~ i i I
8" Oak ~ 20" Oak ~ ~Q i i
Q ~ cres ~
cr cr - • 20° Maple , 10 Oak ~ 1 10" Oak 0° Maple i i
~ , ,
£ a 1fi' Sweet ~ ~ I
(~u rn 1 I ~i
1. 1. 0
~n 12" Maple .a ~ z 1
1~ z
~~1 ~ ~ • ~ _ 1 W o ~ _ J ~ -
A ~ ~ ~r ' ~ ~
~ , Z ~ W
E~CISTIN ASPHALT TURNAROUND o a-~ U
1 ~ Q Z ~ (2~ CO CRETE BOAT RAMPS 1 , c..,. r__ _ , U 0 . (I) WJ D PiEf~ AND A~,~OCIA I LCD
1
DEBRIS TO BE REMOVED ~
(2) TREES TO REMAIN ~ Db~. 10" ~
a Persimmon ~
1' i o~
, ~w
~ I . ~ I~ =Q o I i
(2) TREES TO BE REMOVED - I~ i - i I ~ ~ ~ - z
LINE TABLE I I ~ 0 ~ i ~ m ~z I _ Q uo
LINE LENGTH BEARING ~ ~ ~ I I
L1 55.00' S 07'53'10" E ~ ' ~ I TBM ~ ~ ~ I ~ i ~ • ~ ~ ~ I ; NCGS ~LADYL VE i, Q Z O
L2 27.80' S 20'21'10" E ~ I . ~ ~ :CONC. MON.(F ~ j ®®®®®Q Z
L3 47,70 S 30'0910 E ~ N. 229'24.295 M W ~ I ~ O ~ ~
L4 71.60' S 07'02'10" E ~ I I E. 39785.571; (M), d I EI. 100.G8' (Ehev. rased on lake Leval)
L5 43,20' S 19'08'10" E ~ I ~ _ ~
L6 37,40 S 00'37 50 W ~ I I :
L7 10.60' S 5719'50" W ~ ~ I ~ I ~ ~ z
L8 26.70 S 18'17'50 W ~ ~ J Q
L9 13.40' S 31'13 50 b'J ~ ~ ~ . ~ i Q
L10 18,00 N 89'5510 W ~ r L11 8.50 N 44'5510 W _ _ W ~
. ~ ~ L12 8.50 S 69 30 50 W ~ ~ - 0 U Q U
L13 50.00' N 79'33'10" W z
. ~ ~ - L14 36.00 N 61'2410 W ~ ~ ~
L15 67.10' N 78'46'10" W W ~
L16 34.80' N 58'06'10" W Z W
L17 67.50 N 00'3410 W U ~ 0 U 0
34.00 N 54 4710 W Q~U l~
L19 66.80' N 63'24'10" W Y 0
L20 34.50' N 64'47'10" W J ~ RVEY PREPARE BY ~ D Q ~ J
L21 32.80 N 54'4710 W w ~U ~ ~ -W
L22 9.20 S 66'40 50 W c QZ - ~
L23 16.30' N 63'29'10" W BEN M, FL WE AND N ~ v WW0 ~ W ~~J W
_ L24 57.40' N 24'47'10" W LAN ~v Y E IN o Q Z
L25 13.00' N 76'53'10" W ~ 0Q ~ ~ ~~U o
L26 12.70 S 84 40 50 W - _ _ I BR
L27 31.20' N 69'31'10" W 6 EF R A D
L28 17.00' N 55'38'10" W NAf~L TTE N 227 z
~ ' L29 27.30 N 471210 W Q
. L30 20.10 N 49'5510 W _ PN NE N MBER~ 7 4 J U 4, 5 6 -
L31 8.50' S 79'21'50" W Z o
L32 13.48' N 54'40'24" W
J 0
i _ W
, .
_
W ~
G E- ~ Q ~ tll Z
0 0 ~ 0 I ~ U
~ o ~
/ P o P Q W (9 0 ~ ~ Z Z
~ ~ ~ ~ ~ ~ ~ ~ W Q u

a - o ui
SCALE
L0Pj~0~ I / ~ ,`v
I" = 30'
SHEET NO.
I OF 8
PRELIMINARY- NOT FOR CONSTRUCTION

~ LOT C GRA E CHAP L R . C E D
z ~ ~ pO
\ c~
w -zi ~
N Iy \ ~ N
~ ~ p a ~ CATAWB SITE
~ ~ Q ~ Q RIVER ~
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ i~ ~ C1
QG C1 DUKE POWER COMPANY ~ F Q G ~ F
s~. S~. t~ ~ ~
D.B. 1172, PG. 131 ~ a r'~
S~ ~ ~ ~ S ~ ~ ~
HICKORY
Limit NOTE: ROAD R W. SUBJECT TO ~~iJCf`; i1' J MAP-~) 0 SCALE o ~r T ~ N
, N
~ N.C. DOT 60 ROAD R/W.
~ (FROM C/L. ROAD AS-BUILT) T N ~ AL SITE • 2. AC, ~Z
PER D.B. 1011, PG. 240 W w ED AREA• 1.5b T D A o~
PROJECT N0. 6.732325
D ~ LoT a • A. 3 Z L
C~,ti\ ~ ~ P L. FOLLOWS DPCO Q U
~ PROJECT BOUNDARY w
imR ~ ~ LEGEND
LAKE HICKORY) ( ~ ~ ~
,G, PROPERTY IN ~ L E F' c
~ RB END ASPHALT CU Q o
AT END OF RADIUS woods ~ PROPOSED CONTOUR ~ ~ ~ m
XI TING C R ° ~ E S ONTOU ~
\ TEMPORARY \ LL u. o \ ~P Q o
CONSTUICTiON ENTRANCE TREE SAVE ~ PROPOSED NIGH POINT ELEVATION W
/ \ TEL PEDISTAL ROCK CI-~CK DAM 6815 rl
~ 0 NO ASPHALT CURES LP 679.75 PROPOSED LOW POINT ELEVATION
\ END ASPHALT CURB 1z° Pin AT END OF RADIUS P 3 ~ ~ ~ 1
\ 7 ~ ~1 - 6 q i~ v X1,5 p PROPOSED SPOT ELEVATION
LLOWS DPCO ~ \ ~ ~S~R ~ ~ ; ~ o ~ 5 _ ~ \ ~ . `
BOUNDARY '0/ / ,r- ~ ~ PROPOSED SREAK POINT
ICKORY) ~Ny.,a,.4T f ~ \ L ~I~
12 11~ ~ i I SILT FENCE
\ ~~i 5 u 8 21'i ~ / i 2 .10 ~ ~ s \ SILT FENCE WITH WWM NWM
~ , `4" /i ,.f ~
56HoUyi ,1 ~ ~ ~ Q i' ~ i _ 0 15' Oak Maple I 4 ~ 0 I ~ '0 ROCK CHECK DAM
~ - a r,~ IIOQO SF OF EXCELSIOR CUREE • :LSIOR CURLEX I
~ ' , ~ EROSION CONTROL MATTING 12 Poplar 18" Oak . MATTING
a 12" Pine a 12" Oak `w' ~ ~ a ~10TtiS
- 18" Pine ~ 18 Oak ~ a Ohl. 12 Ook 12 Oak ~ 109. 10" Mnple~ a a 12 k ~~Q W. SHERRILL) 1. ALL THE SITE WORK SHALL BE DONE IN ACCORDANCE WITH THE DRAWINGS, THE SPECIFICATIONS AND z
14" Oak ~ ~ 12" Pine 6" Oak I ~Q ~ 9" Persimmons NORTH CAROLINA STATE HIGHWAY DEPT. SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. Z OF-107, D.B. 122, PG. 30 2. SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSTALLED PRIOR TO ANY GRADING AS NOTED IN ~U O
1s° Piny ra r 1 6.6g l NO A~PNALT C1~6 12 Pine 3 THE CONSTRUCTION SEQUENCE. J ~ OXFORD DWG. 719 3, THE ENTIRE AREA SHALL BE STRIPPED OF ALL VEGETATION, BRUSH, ETC. AND OTHER MATERIAL PRIOR ~
10° Plne a 8" Oak ~ a 15" j ~8" Oak 1D Oak TO GRADING EXCEPT THOSE AREAS OUTSIDE THE GRADING LIMITS SHOWN ON THE PLANS. ~
16° Pine ~ a Triple , 12 Pine 12" Pine TREES Tp REMAIN 12` Pine 16 Ook 0 ~OQ 4. ALL TOPSOIL SHALL BE STOCK PILED IN A DESIGNATED AREA FOR LATER USE. ' 5. AREAS WHERE FILL IS REQUIRED SHALL BE ROLLED WITH A VIBRATORY, OR RUBBER TIRE ROLLER OF AT ~
1D" Pine 'w' ~.u' 12" Oak 10° Oak a 1" ~j 0~ ' ~ 5 Del LEAST 5 TONS PRIOR TO PLACEMENT OF FILL. ~ U
16" Oak 1 \ s,mmon 16" Pine a z2" Oak ~ ~ ' CONTRACi)TORrTO SUPPLY AND 6. A! DIMENSIONS SHOWN ARE IN FEET. Q Z PPLY,AND 7, Fitt. SIiALL BE DEPOSITED IN LIFTS NOT EXCEEDING 6" LOOSE MEASURE AND COMPACTED BY V1BRaTORY U 0
\ C , ~ • 22" Ook Il ~ I Py' ~ e i E.-;L Pv: n Q... ; t;' oak a ~ ~ ~ OWNER iT0 SUPPLY NCWkC ~tt RLBBER TIRED ROLLER TO AT LEAST 95% OF MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D69E1 ~
a~ Z . A C ! RESERVED PARKING SIGN lCVVRC (CLAYS) OR ASTM D2049(SAND, GRAVEL, ETC.). SIGN 8. AREAS OUTSIDE OF GRADED AREA WHICH ARE DISTURBED DURING GRADING SHALL BE RESTORED TO ~
a 10" oak ~ ~ ~ ~ ~G. 06 \ ~ THE ORIGINAL CONDITION AND SEEDED IN ACCORDANCE WITH THE SPECIFICATIONS.
G~ ~O 1 .o , 9. ALL WORK ON STATE OR COUNTY RIGHT-OF-WAY REQUIRE AN ENCROACHMENT PERMIT FROM THE APPROPRIATE AGENCY.
16" Sweet tii~' Gum O 10. CALL ULOCO UTILITY SERVICE LOCATOR PRIOR TO CONSIRUCTION CALL 1-800-632-4949.
NO ASPN CLIR ~ v 2- HANDICAP'SPAOES WITI-i t2" Map ~ SIGNAGE i WI1T-1 11. SEE SHEET NUMBER 4 FOR SITE AND EROSION CONTROL DETAILS, SEEDING SPECIFICATION AND ~ ~ CONSTRUCTION SEQUENCE. ~ Q
12, FOR CONSTRUCTION SCHEDULE SEE SHEET NUMBER 4. cv ~ 13. CONTACT THE ENGINEER/ OWNER NOT LESS THAN 48 HOURS BEFORE COMMENCEMENT OF
4 ~ ~ N ' i i 0 ' LAND DISTURBING ACTIVTY. Z
I + ROCK CHECK DAM ~ i 14. THE CONTRACTOR ENGAGED IN OR CONDUCTING THE LANDS DISTURBING ACTIVITY SHALL BE 0 ~ z
' I 4g s~ RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL TEMPORARY/ PERMANENT MEASURES AND FACILITIES fA Q ~ o DURING THE DEVELOPMENT OF THE SITE AS REQUIRED BY THE APPROVED PLAN. p ~
OpE ~ ' ~ I SILT FENCE 15. AREAS AT FINAL GRADE SHALL RECEIVE PERMANENT STABILIZATION MEASURES WITHIN 7 CALENDAR ~
CLEARING LIMITS ~ ~ ~ 4 a ~r DAYS OF REACHING FINAL GRADE. Q Z ~ 16. THE RESPONSIBILITY FOR MAINTAINING ALL PERMANENT EROSION AND SEDIMENT CONTROL MEASURES 0_ > ®®~®®Q Z
B° Birch \0 AFTER LAND DISTURBING ACTIVITY IS COMPLETED SHALL LIE WITH THE LANDOWNER. ~ W
- °b1 D PROPOSED GONC TE PAD EXISTING GRAVEL BASE Pe ,n,man ~ i E' pqp 17. THE GRADING CONTRACTOR SHALL REMAIN RESPONSIBLE FOR MAINTENANCE UNTIL PROJECT IS 0_ ~ STABILIZED AND SIGNED OFF BY ENGINEER/OWNER.
TO ESE REMOVED ~ ~ FOR TRAIN GAMS 0~ 1 b3. 18. CONTRACTOR IS RESPONSIBLE FOR REPAIR TO ANY DAMAGE OCCURRED TO SITE INCLUDING BUT NOT
F EX EL I R CURLEX i~ ~ 5300 SF 0 C S 0 LIMITED TO CONSTRUCTION AC11V1TIES AND/OR STORAGE OF EQUIPMENT AND MATERIALS. 19.CONTRACTOR TO RELOCATE ANY EXISTING SIGN(S) AS DIRECTED BY OWNER. ~
EROSION CONTROL MATTING 101.40 NO ASPHALT CURES , o ~a - - LINE TABLE l0~ - 20.OWNER TO FURNISH TRASHCANS. CONTRACTOR TO EXPANSION ANCHOR THEM TO CONCRETE
N LENGTH BEARING l LIE PAD z - i 21. SITE LIGHTING TO BE PROVIDED AND INSTALLED BY OWNER. CONTRACTOR TO COOPERATE Q
Lt 55.00' S 0753'10" E ~ T~ , AND COORDINATE INSTALLATION OF LIGHTING WITH SITE WORK. Q Q-
L2 27.80' S 20'21'10" E ' , ivCCS uonok~ I I ~ ca+c. MoN.(F) L3 47.70' S 30'09'10" E N. 22x424.295 (M) 22.ALL SEDIMENTATION AND EROSION CONTROL MEASURES TO BE INSPECTED AND REPAIRED IF NECESSARY AFTER EACH RAIN FALL EVENT. W
' E. 397285.571 (M) L4 71.60' S 0702'10° E 23.SEDIMENT TRAPS TO BE CLEANED OUT ONCE 1RAP BECOMES FILLED WITH SEDIMENT TO HALF OF I1°S ~ ( l I DEPTH, ,t U DES GNED Q U
L5 0' S 19'08'10" E IOL40 e~ Eh 100.68' (Elev. baseQ an take Laval) 43.2 L6 37.40' S 00'3750" W 24.SEDIMENT THAT IS REMOVED FROM TRAPS TO BE STABILIZED TO PREVENT ER0510N. z
L7 10.60' S 5719'50" W - _ 25. NO ON SITE BURNING WILL BE ALLOWED. al 26. ELEVATIONS ARE BASED ON FULL POND ELEVATION OF LAKE HICKORY= 100.00 ~
1 L8 2s.7a' s 16'1750" w SILT FENCE WITH WWM L9 13.40' S 31'13'50" W vwM W ~ ~
VM L10 18.00' N 69'55'10" W I, W Z ~ 0
L11 8.50' N 4455'10" W ~ U U Q ~
L12 8.50' S 69'30'50" W L13 50.00' N 79'33'10" W ~ ~ Q~U W
L14 36.00' N 61'24'10" W i ~ ~ 0 ~
L15 s7.1o' N 76'4s'la" w NY FILL PLACED 8Fi0W THE 100 ufi 34.80' N 58'06'10" w CQNTOUR TO ONLY CONSIST OF WASI-ED STONE i ~ J ~
/ ~ A B RIP RAP L17 67.50' N 00'34'10" W AND! OR CL SS ~ ~ Q ~ J W oU ~ PR PARED BY~ RVEY E ~ ~ -W
L18 34.00' N 54'4710" W ' \ Q QZ ~ J
u9 66.80' N 63'24'10" W - 2- PROPOSED CONCxZETE BOAT ~ i ~ L20 34.50' N 64'4710" W RAMPS ~ 1 ~ WWI
" \ L21 32.80' N 54'4710 w I PROPOSED BOATING PIER ` FL WE AN N W ~ W N M. D BE > y Z o Q ~
TO BE SUPPLIED AND ~JSTALLED L22 9.20' S 66'40'50" W / ~ L23 16.30' N 63'29'10" W BY THE NCWRC ~ OQ LAND ~VEYIN o_ ~~U o
L24 5240' N 24'4710" W ~ I
PROVIDE SILT FENCE ACROSS THE L25 13.00' N 76'53'10" W TLRN AROI~ AREA LtJT~ TI-E RAMPS..
L26 12.70' S 84'40'50" W \ ARE WSTALLED. REMOVE S~.T FENCE L27 31.20' N 69'31'10" W AS REOLpRirD TO ALLOW FOR PAVEMENT II BRIEF I~ AD
L28 17.00' N 55'36'10" W ~ WORK IN THE TL~I AROL~D AREA NARL TTE NC 2 227 C
L29 27.30' N 47'12'10" W ALC SILT FENCE LOCATEp ALONG LAKE EDGE . " / TO NAVE FABRIC STAB~I7ID WITI-1 6' LAYER , LSD 20.10 N 49 5510 W '
OF a5 WASHED STONE i / L31 8.50' S 79'21'50" W / , PN NE N MBER= 7 4,545 6 U
L32 13.48' N 54'40'24" W ;
i
/ ,
_
+V
3 3 3 G ~,1 ~ w
P P ~ c, Q ~ W
~ ~ a 0 ~ z
~ ~o I ~ Q
P ~ ~ p _ - ~ W G Q ~ Z_ d-
Fescue grass ~ ~ d ~ W
ui Q ~
CL ~ o cn
SCALE
I" = 30'
TYPICAL DRAINAGE SWALE / SHEET NO.
20F8
PRELIMINARY- NOT FOR CONSTRUCTION

1
o \
i
\
~ \ 99 \
~ r C \
PRPOPOSED 2" BITUMINOUS CONCRETE (TYPE I-2) 8 o~'
9 \ a
1" BATTER \ ~ \
8" CONCRETE APRON \ N
" ~ ersimmon #4 ®12 4 -#4 \ \
v
~ \
T ~ \ e ~ ~ Np U
\ 03 a
24
1 W FABRI 1
WWF 4X4 \ o
Q N
EX. ASPHALT z
6" ABC STONE ' ~
~ ~ a
~ ~~25~ ~ a
- SECTIQN F-F FF ~ a
(NOT TO SCALE) ~ BEG ONCRETE CU2B ~ °
/ C C(2ETE API~ON m Q ~
a APER THE LAST 5' OF CUf2B ~ ~ o
o ~ gSpy , ~ Ff20M 10" IN NEIGI--aT TO 3.5" ~ a
SUGGESTED INSTALLATION TECHNIQUES: ~ 0 ~o qL r / a
GRADING
- The round should be railed to the desired slope.
g g " " - is needed the stone - If fill material sur e stone -Class B rip rap, 5 15 diameter stone) , ( 9 C~j/~C
should be laced on the ro er slo a and compacted by machinery (grade-all or dozer). / P P p p used to ~
For the rock material placed underwater, the bucket on the grade-all can be RErE °a O 1.4 O
compact and level the stone. , ~P~O ~
-The area to be railed or where fill is placed should extend level 2-4 beyond the edge of 9 the ramp and at a 2.1 grade down to the original grade.
Rq,~'"" _ _ ~ ~ TRANSITION RAMP TO PIER ABUTMENT
FO I G FOR THE RAMP / RM N
com acted under and 2' be and - A 2-4 layer of crusher run will need to be place, graded and lightly p Y ~q~r T 5~'~,WIDE PIER ABUTMENT / /
the ram area in the concrete pouring area. This will provide material to drive the form stakes P °z
into. - Two se grate continuous layers of 8 mil plastic will need to be placed on the graveled area to facilitate i ~ \ ~ w o
P ~ he movin of the ram if it is to be ushed out beyond the water Ime. t g P P
-Install the forms and the rebar for the ramps on the plastic. Use steel benches to keep the rebar /
off of the plastic and to separate the two layers of rebar, o z
- Create a 30 de tee bevel on the underside of the lakeward end of the ramp to help the concrete g intain a 2-3' thickness on the to of the \T~ o 0
slide over the rock when pushing the ramp into the water. Ma P bevel. Q Z ~ U o
- Install the steel angle iron push plate with Nelson studs on the bottom ~f th? uppe-~ vr~~ cF the rc~p. ~ . / , ,
l /
POURING THE CONCRETE ' a~ ~ ~
- n of the ram and work toward the top. Start pouring the concrete at the lowered p
-Screed and vibrate the concrete across the ramp surface. If the ramps will have curbing, make m w
where the curb form will be added. sure the concrete is level a
- Start the roovin of the ram surface with the modified float as soon as a 10' section has been 9 9 P
screed.
-Once the concrete slab has hardened, attach the curb forms and fill with concrete. Make sure ~ J O , ~ ~j
to install 1 2" diameter PVC pipe vertically about 1' from the end of the ramp. This will allow
the end the installation of a 8 piece of rebar to use as a guide to make sure of the alignment ~ ~l of the ramp.
- urface of the concrete. ~ Vibr to and then finish the to s a P
~ ~ / ~
PUSHING THE RAMP
-Remove the concrete forms. . 'Z~~ ~ LL FILL BEYOND TNE,I~SO CONTOUR
-Install the 8' feces of rebar in the PVC pipe and tie a piece of plastic flagging P
at 1 intervals from the to of the curb. Use a different color ribbon for the desired depth P J Q; OBE CLASS B 121P ,RAP z
at the end of the ram when full ushed. P YP ~ - the to end of the ram and ut the blade a ainst the angle iron push plate. ~ Q ~
Position a dozer at p p p 9 ' n b tween the dozer blade and ram to rovide / In addition, it is suggested to use a piece of channel fro e P P
extra protection to the concrete. For the 60 ramps, it may take a second dozer.
_ kee it all Heil b usin a transit si htin on the rebar. Push the ram out to the desired depth and p g y g 9 9 l P EE SNEETS 5 /~.ND 6 F012 CONCRETE Q ~ o
- Leave a 5-10' section of the ramp out of the water so the concrete forms can be installed ~ h
and the next section of ram can be tied to the first section by working out of the water. P ~ ~ OAT RAMP A'ND PIER ABUTMENT DETAILS ~ ~ ~
- If the first section of ramp is the only section to be pushed, you can form and pour the remaining / w
len th of ram in lace, 9 P P ~ / _ w z ~
INSTALLING THE APRON ~ UFO d
_ i I ram s is used to transition from the 15~ It f Q ` / Q~U W
The upper 10 of ramp and the 10 apron connecting mu p e p ramp slope to the slope of the turnaround area. P AC~ AN EYE BOLT ON TOP OF THE CURB CLOSEST r ~ ~ ~
- The to end of the ram is 1' above the full pond elevation and has rebar extending from the end to P P
connect with the welded wire mesh used in the apron. T YNE FLOATING DOCK. EYE BOLTS ARE TO BE ~ ° v W °
- ron are on the same 50' radius curve that is used for the turnaround area. The sides of the ap L CATED 7' AND 22' FROM THE END OF THE a = v WWI r~
-The ed es of the a ron have a curb that goes from the height of the ramp curb down to a height of 9 P
6 to match with the asphalt curb around the edge of the turnaround. tolled in the 6" thick a ron and tied to the ram - A single layer of WWF 4x4-W4xW4 (ASTM A185) is ins p P ONCRETE f2AMP. SEE SNEET 5 FOR EYE BOLT o > ~ Q ~
with rebar, Steel benches are used to position the wire mesh in the concrete. / ~S ECIFICATIONS AND SUGGESTED INSTALLATION a ~ Q U o
- i a 10' s ace between rams for the installation of an 8' wide loading pier) the curb is Where there s p P
' ron and slo es to a hei ht of 3.5" over a distance of 5". perpendicular to the ap p g
-Where there is a 4 gap between the ramps (just for spacing) the curbs on the adjacent ramps f / y
convey e and slo e to a hei ht of 3.5" over a distance of 5. 9 P 9 -The apron just has a broom finish to the surface.
BACKFILLING AROUND THE RAMPS
/ / ~ w
- Sur e stone is laced to within 6" of the top of the curbs on the ramps. g P e to make the surface
- A 4-6 layer of railroad ballast stone is placed on top of the surge stop easier to walk on.
- i htl acked with a backhoe bucket and will need to be dressed up with additional This stone can be I g y p o
stone as the stone settles. Q = o
a
SPECIAL NOTES / ~Q
- If there will be a substantial depth of surge stone needed for fill, you will need to install your pier o W IoW
ilin s riot to lacin the fill. . P g .P P 9 LL ~ a~
-When mstallin the concrete abutment for the pier, make the abutment fill the entire width between
g the ramps. /
- be 4-6' of water over the end of the ram at Trv to riasinn the length of the ramo so there will P / a Q
maximum drawdown.
- When the first section of ramp is poured and ready to push, you will need to bend the rebor /
protruding from the end of the ramp / scnLe
- The top end of the curb should be painted yellow. I., = 10'
- If you are going to build a lot of the ramps, it is good to have some steel forms made. / SHEET NO.
/ 30F 8
PRELIMINARY- NOT FOR CONSTRUCTION

SEEDING SPECIFICATIONS
SURFACE STABILIZATION MEASURES 1'D" -
Seeding will be completed Immediately following site ,r -
reclamation and rlor to ro ect completion, Temporary ASPHALT CURB PER DETAIL (WHERE NOTED ON PLANS) p pJ or Intermediate seeding, mulching, matting, or other CONTRACTOR TO SUPPLY AND INSTALL EsERVED
surface stnbllizntion measures will be placed on disturbed BACKFILL BEHIND CURB TEEL POSTS. PARKiNc OWNER TO SUPPLY SIGNAGE FOR NCWRC BWE CIXIAB .
arens following Initial soil disturbance, Prior to seeding, all surfaces shall be scarlfled to n depth of four to six CONTRACTOR TO SUPPLY HANDICAP SIGNAGE ~ `0 BAtlftlIglND
Inches to enhance seed germination and help Impede ! _ CONTRACTOR TO ATTACH SIGNAGE TO POST ~,~ro~;; ,ia• ~n~
stormwater runoff, - _ I t eclf c t saes Ilored o EQUAL EQUAL
Seedln mixtures will be to P 9 conditions, steepness of slopes, climate, location, and ~ _ 2" BITUMINOUS CONCRETE
elevation, Typical seeding guidelines are ns follow5l , , I - SURFACE COURSE (TYPE I-2) c~ t\ z _
r t r u h m -A rll Q• EXTEND BASE COURSE 6" Feb unry hog Id p Q Q Q K -3 Tall Fescue 100 lb/ncre p ~ III BEYOND EDGE OF ASPHALT y 1 Y (n ~ _ Q ~ ~ _
Serlcea lespedeza (scarlfled) 30 lb/acre rnrn Q 2" TUBULAR STEEL Q
Kobe les edeza 10 lb/acre ~"V P g o P "A G GATE BASE z N POST. PRIME AND -
Mid-Aprll through July ~ Q Q Q i ; COU~S~ ( A~C~ Common Bermuda gross (hulled) 20 lb/acre l~ ~ PAINT TO MATCH ~ ' ~ Z EXTERIOR META . lam- _ I ~ 1 0
Ky-31 Tall Fescue 60 lb/acre _ ' ' Serlcea lespedeza (scarlfled) 30 lb/acre -i ' ~ : _ i F-
August through January v Q nNisl+ cRADe F"x6" SQUARES ~ _ tl
~ > > Ky-31 Tnll Fescue 100 lb/acre ~ ' mil °af -III=1 Foy LAYOUT ONLY
Serlcea les edeza (unscarifled) 40 lb/ncre ~ I P 10 16 I~~ ~,f as EARTH ~LU P p ` T - ~
Nurse crops may be added to aid the establishment of ~_f ~ ,o, ~ HANUICAPPEf~ SYMBOL 0
permanent vegetation an steep slopes or other problem CONCRETE FOOTING I E A u h I
areas, General guidelines for nurse crop seeding rates ~ ~ ~ ~ ~ T C C are as fallows~ V I\ t1 ~J I L J Vii- + f 111- 6" STRIPES- _ I y ~-1 COLOR AS PER SPECS.
Mld-April through July ~~~-s 1=III=1 =III= PAINT ALL STRIPING 6"
Rye (Grain) 10 lb/acre 1. All paving workmanship and materials shall be in accordance with the latest RAMP PEER F 9" WIC~E IN WHITE PAINT ~ PIER RAMP N M=,NUFACURED FOR THIS ~
Mny through mid-August edition of D. 0. T. Standard Specifcations for Roads and Structures. German MlUett 15 lb/acre 2. All as halt avement and stone base thickness s ecified shall be after PURPOSE. ~
Mid-August through April p p p U
Rye groin 40 lb/acre compaction. 2' August through Jnnunry 3. Subgrade and stone base shall be mechanically compacted (rolled) to the MIn. z W W s ~
Rye (Groin) 10 lb/acre density of natural and undistrubed soils (approx. 95% of the maximum density z , - c~ ~ ~ I-IA~DICAP LAYOUT AI~U ~IC~N:AGE
in accordance with AStM D698, modified proctor.) 1~ a~ L
In the absence of soil tests, fertlUzer and lime will generally be applied at the following rotes) 4. Apply c7 tack coat to the vertical faces of existing asphalt pavement. Sawcut Z~ q- s
' 19-19-19 Fertilizer 500 lb/acre oil existing surfaces to join new asphalt pavement. I CLA Q U CLASS GRIP-RAP FILL
Ground agricultural limestone 0000 tb/acre
Liquid line or alternative fertilizers may be substituted In various situations, Mulch or matting shall be applied
to all seeded areas to aid In the establishment of r I etntive mulch ASPHALT PAVEME~JT SECTION vegetation and help impede e os on, Veg , ~ ~
typically wheat or oat straw, shall be applied at the H ~ Q o
rate of 3,000 to 4,000 lbs/aere~ L i'
PROPOSED SCHEDULE OF EVENTS/CUNSTRUCTIUN SEQUENCE m Q
1, Obtain Blearing and grading permit, Q
Let State Inspector know the start date 4B hours prior to start date, I~ ADD COMPACTED FILL ON THREE Q o
Contact) SIDES OF CONCRETE PAD W ~
2, Clear trees for erosion eontrol measures, SO IT IS FLUSH WITH THE TOP OF ~ PAD
3, Construct and/or Install erosion control Measures for
grading, POUR PAD ON COMPACTED AND LEVEL
4, Clear and grub site, SUBGRADE
5. Grade site,
6, Install temporary or intermediate seeding, mulching, or other ~Q( ~ -
stnbilizatlon measures ns required during the grading proeess. .1
Complete grading, BACK FILL BEHIND CURB A MIN. OF 3'
8, Seed and mulch disturbed arens for permanent stabilization, 3>_0~~ W
9 9, Maintain erosion control measures until permanent
groundcaver Is established, 1 ~ 'ryI 0 N r/
10, Inspect seeded arens making necessary repairs and/or ASPHALT CURB l~
reseeding where vegetation not established ° I;'_. 6~ 0
11. once grass Is established (95% coverage) All temporary erosion control ` ' devices will be removed, grassed/mulched, ~ - , I { Z
ASPHALT PAVING END ASPHALT CURB FLUSH WITH W z
_ (E'NA%) SEE DERAIL FRONT OF CONCRETE PAD ~
- - ~ ELEa 1az.oo ~ ~
CONCRETE COMPRESSIVE STRENGTH ~ o- SHALL BE 3600 PSI IN 28 DAYS ~ z
~ o
MIN, ID G0. NIN 12 t/2 GA. Q z U
LUTE YIAES INTERNE?IATE VIBES PRaPaSFD A. ";iALT TURN AROUND 0 rvo 2 , TRASNCANS TO BE PROVIDED BY THE OWNER. ~
R \ ~ ~ -i,i , o I-
I~~ I ll ~ - - - I 1 - TYPICAL ASPHALT CURB SECTION ~ ~ ~ , ~I , ~1~,-~~ _ sx noPF CONTRACTOR TO INSTALL AND EXPANSION ANCHOR THE ~ 1, F_LFV. 1D1•oo BOXES TO CONCRETE PAD. ~
4 10' CDNCRETE CU 8 ~
EXISTING GRADE k ~o CONCRETE PAD TO RELIEVE BROOM FINISH
~A $d TOP-FILL CLASS 8 RIP RAP W%TH 4" COMPACTED "ABC" °0N° '3~ ELEV. 88.00 m TED "ABC" RFC ao °pe 0 ~
TON FOR OVER-PAVING N A NOlEFENCE FABRIC SHALL HE A NININUN ~F 32' IN WIATH )N qTR - Q p 4' MIN. N O
AN? SHALL HAVE NININLW W b UNE WIRES WITH 12' STAY SPACING
2. FILTER FABRIC sHU L aE NIRAFI loo FABRIC EJi THICK / 5~ WIDE CONCRETE APRON EQUIVALENT. 3. STEEL Posts SHALL eE s'-D' m HEIGHT aN? DETAILS - SNEET 3 CONCRETE TRASH PAD 9 Z
HE OF THE HELF-FASTENER ANGLE STEEL TYPE, FENCE >mrE? oN PLAN Hn TAPER 10" CURB DOWN TO 3 i/2" HEIGHT - r o ~Z m cn
srEEL PosT IN 5~ CLASS "B" RIP-RAP FILL 4 Q ~o z IN. W
WIRE FABRIC ALL FILL BELOW 100 CONTOUR TO BE CLASS "B" RIP-RAP FILTER FAHRIE AND/OR WASHED STONE. "B" RIP-RAP ~ PuBUC STREET Q Z
- - a >®~~®Qz
c,o~c~~TE No~ES: P < 5~~~ _ - 19" EXISTING GROUND W W SOIL STABILIZATION FABRIC
~ 6.. ~ Q X 4 ~'y ~ A 1. Concrete shall have a minimum 28-day compression s com ression stren th of 5000 si. uNOER sroNE ~ P 9 P
" G _ _ bg _i• 2. Rebar shall be ASTM A615,grade 60 deformed steel ba formed steel bars (unless otherwise ~ I
_I 1j=~=~1-_„~-'=o o~" _-ill),- ~ noted on drawings).
6' NIN. - - _ _ x~. I X111= I' 3. Concrete shall be supported on Natural ground or fully Z ground or fully-compacted backfill, - Q
- cress 's' -I11- _ GROUN?LINE etP_xeP A as applicable. Subgrade shall be compacted until unifon aed until uniform with all organic matter
- - - - - ,water , or other deleterious material removed. :moved. z ~ Q ~e-- ~ N W L
~ SECTION VIEW LOOKING UPSTREAM 4. Concrete shall be cured a minimum of 7 days before 7 days before ony backfilling or sup- H ~ m U
1 ~ - portive structure erection is begun. Q U a Z
6` LAYER OF N5 S1DNE TD ANCHOR SKIRT NOTE: KEY STONE INTD THE DITCH BANKS 5. Contractor Shall field-Verify that all foundation SaiIS h( AND EXTEND IT BEYOND THE ABUTMENTS bearing capacity of 2000 Ib/ft squared. Inflation soils have a minimum allowable - - ~
C ~I A MINIMUM OF 18" TO PREVENT OVER tl4~S~. /fin ~ W
1 SILT I EIVCE WITH WIRE MESH FLOW AROUND DAM. 6. FIII all expansion/construction JOIntS With Typ2 III COI( :h T e III , cold a lied Vln ~Olnt filler. 1. A STABWZED ENTRANCE PAD OF WASHED STONE OR RAIL RO ST SHA V J YP PP YI) AD BALLA LL BE LOCATEA WHERE TRAFFlC W1LL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBUC STREET. W Z
4 7. All concrete construction shall be performed in accord) firmed In aCCardOnCe Wlth current edit- 2 FlLTER FABRIC TO BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE. U ~ 0n
ion of ACI 31$-95. FLOW 3. THE ENTRANCE SHALL BE MNNTAINED IN A CONDITION WIiICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT U O L.L ONTO PUBUC STREETS OR EXISTNG PAVEMENT. THIS MAY REWIRE PERIODIC TOP DRESSING IMTH ADDITIONAL ~ ( 1
~ o, 8. Concrete mix shall hove 4-6% air entrainment. STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. Q ~ v ~inment. W
-,~~-Ill,lll- - - Q °'o 4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. 0 5. WASHIN~SREOUIRED,~EELSALL 8E pONEN~AN AREA 8TABIUZED KITH CRUSHED STONENMHICH WtAINS NTOTAN~ Q ~ ~
-I I I~ I I I l t a l I~ l l_ ° " ~II,,IIII~IIII-III-III-III-_ _r = _ _ APPROVED SEDIMENT BASH. W Q ~ I I-I~
111 111-~11 Ill III -~il,;,lil= BOAT APRON Rp 7 N RAMP S E C TI 0 N 6. SOIL STABILIZATION FABRIC SHALL BE USED. - W 0 ~ Q Z
COIdPAC1En BERIA 8-Ff
4 NAJU H a~DE o WWI ~
~ n~uroo few SECTION A - A T M P R R TR TI ~I A W>~ E O A Y CODS UC 0 E~ITR NCE z 10 o Q OQ ~
a ~~U o 4
z>4"
'L' =THE DISTANCE BETWEEN EQUAL ELEVATIONS AT POINTS A & B INSTALLATION
Cq~ ~L~ AND Properly prepare, fertilize and seed area to be covered before b~anket Is applied When the blanket Is unrolled, netting should be on top and fibers In contact with the soli over the entire area In
ditches, apply blankets in the direction the water flows, butting them at the ends and sides and then stapling. Un slopes, apply blankets either horizontally or vertically to slope, butt ends and sides and ~
POINT 'B' - ' ~R°~`0 POINT 'A' then staple.
-IIIT Ih~,_ ~ . - - - - - - - - - 1I~ I I-~ l l- -I - STAPLING INSTRUCTIDNS~
2 TEMPORARY DI~ERSICN DITCH -"'~"'=111 Jll~l~„ °~°~o•a ~-I I I_I I I =I1- - - - - Use wire staples, .091' In diarleter or greater, "U' shaped with legs 6' long or longer and 1" crown Size and gauge of staples used will vary with soli conditions, Drive staples vertically Into the ground,
~ ~-1 i I_I 1 I-1 11=__- t- Use four staples across at the start of each roll, Lor slope Installation, continue to staple along the
4 length of the roll at 6 ft. Intervals, For ditch liner, staple along the length of the roll at 4 ft, intervals. Another row of staples in the center of each blanket should be alternately spaced between
SPACING BETWEEN CHECK DAMS each side for either slope for ditch. Use a cor7roon row of staples on adjoining blankets.
Typical Stapling Pattern for High-Velocity Ditches and 1 ~
Siopes• 1 ~ ~ ~
ROCK CHECK DAM 5 ~ p w ~
1 ~ ~ Q ~ ~ 1 0 ~
4 ~ ~ W
Use 4 staples across at the start ~ Q Z 0 of each roll and continue to staple ~ ~ ~ W
2 ft4yntervals- y V„ 1 1 ~I1r --mown Q -
i CL U)
SCALE
I 11 CURLEX BLANKET MATTING WOOD CURL) NTS
4 SHEET NO.
40F8
PRELIMINARY- NOT FOR CONSTRUCTION

VARIES (SEE KEY PLAN)
3 6'S ~ 12"" BOTTOM 3" ~
0 ~ 0" m 0„ ~ ~
~ 4'S ~ 12" TOP 0
m ~ 4'S ~ 12"' 0
3 3/8" ~
0 3 3/8"" ~d Q w~
~
z 0
~ Q
I N 10 U
N Cr] ~ F-
W U
x
r
O
EMBEDDED ANGLE aNo
(2"x2"x38") SHALL N
BE INSTALED ALONG ~ '
BOTTOM EDGE OF z W w
THIS END ONLY. ~ 0
a~
Z L
a
W T ~ ~
~ ~ ~ O ~
0 L ~
0 F C _ d o
m i~l ~ r~
m
0 0 ~ IG- W ~
~ U,. LL o v ~ o
~ ~ ~ W d'
N ai
~ FOR SURFACE TREATMENT O
(SEE ©ETAIL '1') h--
d'
N
r~
U
12" PROJECTION ~ 0
(TYP. FOR DOWELS)
E>0° , ~t
r, 0
Z
I.LJ z
J o
~ -
- ~ W ~
- ~ ~
Q i U o
_S ~n ~ ~
O i- F- ,
0 3 3~8," r N 3 3/8" ° ~
m ~ m
~ 4'S ©12" u; a- o w <l ~
0 i~ i N Q o
f- O,. C~ `
Z
~ VERT. SCALE:1/2"=1'-0" ~ ~ ~ ~ z m ~ ~ io o Q o
~ HORIZ. SCALE: NONE N cv m W ~
Q Z
W ~ o ®®®®a Z W W
16'-0"
1 1 „ 11" 14'-0" 11"
NOTE;
2 9'S TOP & BOTTOM #4'S ®12" (TOP & BOTTOM , # ( ) SEE NOTE 4, ~
#9 S (TOP & f ~ S (TOP & BOTTOM) Z Q
Q ~
- L1J ~
4'S ®12" 1 1 /2" CLEAR #4'S ®12" » OC S ®12 _ ~ U
COVER (TYP.) ~ Q U EMBEDDED ANGLE Z
Q SEE NOTE 7 F w .E NOTE 7 FOR SPEC. (2 x2"x3/8' x16 -0) ~ ~r
J U Q~ ASTM A-36 WITH 3 8"x ~ ~ ~A ,~-l / 4 W
1 1 2" CLEAR J ~ ~ ~ NELSON STUDS Z W
/ N FOR SURFACE TREATMENT ~ COVER (TYP.) ~ ~ AT 1'-0 CENTERS U ~ 0 o ~
#4 S T 1 1/2" CLEAR U 0 0- ~ Q U
COVER (TYP.) ~ ~ W
0 ~
'.:WIC ~ ~R.. e~ ~A~ ~ ~ ~ T ~ ~ ~ ~ ~ ~ ~1~ ~ ~ ~ , ~ ~ r~ ~~r T~ Q ~~J ~ w ~U-~ ~ r` ~ - W
Q QZ
~ J
6' S Q o WWI ~ >>LJ W
1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5000 si J ° OQQ ~
P v AT 28 DAYS. MAXIMUM AGGREGATE SIZE SHALL NOT EXCEED 3/4 . a ~~U o
(V ~ TOTAL LENGTH OF RAMP= 90'-0"
2. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60.
3. CHAMFER ALL OUTSIDE CORNERS 3/4". LENGTH=5' LENGTH=40'-0" LENGTH=50'-0"
APRON RAMP SECTION ~1) (RAMP SECTION #2) ~ ~
4, RAMP DRIVING SURFACE SHALL HAVE A RAKED FINISH OR BE FINISHED ~ ~
PER DETAIL '1'. INSTALL V-GROOVE SURFACE WITH THE GROOVES PLACED Q
AT AN ANGLE OF 60' FROM THE AXIS OF THE RAMP. W
5. CAST RAMP ON POLYETHYLENE SHEETING ON SMOOTH GRADED SURFACE
6. WAIT SEVEN (7) DAYS BEFORE MOVING RAMP SLABS Q
7. EYE BOLTS ARE TO BE PLACED ON TOP OF CURB CLOSEST TO FLOATING DOCK. EYE BOLTS
TO BE LOCATED 7' AND 22' FROM THE END OF THE CONCRETE RAMP. EYEBOLTS ARE TO 2 1 0 2 4 6 ACCESS EN Q
BE STAINLESS STEEL, 1-1/4" EYE DIA. 7-3/4° SHANK LENGTH, AND 1/2n DIA. 1/2"=1'-0° ACCESS END S 0 UBMERGED END
~ W m ' 0 ~ W
EXAMPLE BOLT CAN BE FOUND AT HINDLEY MANUFACTURING COMPANY, INC. 1 .5 0 1 2 3 HTTP: //WWW.HINDLEY.COM/CATALOG/SSEB.HTML 1"=1`-0" W ~ ~ o ~ W
W (9 ~ ~ Z ~
IF INSTALLED DURING CASTING OF THE CONCRETE PLACE A LARGE FENDER WASHER AND 4 2 0 4 8 12 a~. ~ Z
NI IT tJFAR TNT Rt\Ifl (1~ Tub TI-IR~411C , ~ ~ ~ r. ni Q n
r\vr I\Lll\ II IL LIV VI II IL Il it\L/lV V• 1/1+ -1 -u MOIL ~ ~ o v
IF INSTALLED AFTER THE CONCRETE HAS SET, DRILL A 3/4" DIA. HOLE 8" IN DEPTH.
ANCHOR THE BOLT WITH REZI-WELD 2 PART CONSTRUCTION EPOXY OR OR SIMILAR PRODUCT KEY PLAN SCALE
ALLOW THE EPOXY TO CURE A MINIMUM OF 24 HOURS BEFORE PUSHING THE SLAB AS SNOWN
INTO THE WATER. SHEET NO.
50F8
PRELIMINARY- NOT FOR CONSTRUCTION

ADD VERTICAL PIECES
„ C1F REBAR AT EACH
~ - 0 5 - 0 INTERSECTION ARauND d
PERIMETER (TYP,) " ~
TRANSITION CUR 4"CLR q ~ 18" a L 1. ALL DOCK HARDWARE TO BE HOT DIPPED Q GALVANIZED STEEL EXCEPT AS NOTED BELOW. ~
#4(T&B) EXISTING PAVED
J TURN AROUND 2. CONNECT FLOATING UNIT TO ABUTMENT
a WITH: Q U
. ~ w~ 3~4" STAINLESS STEEL HEX HEAD B01-TS u. AND NYLON LOCK NUTS ~
t 3. WD-TM SINGLE °T" MALE CONNECTORS ARE
I ry TO BE PLACED IN THE CONCRETE ABUTMENT. FURNISHED BY NORTH CAROLINA WILDLIFE
~ ~ ~ ~ ~ ABUTMENT RESOURCES COMMISSION. CONTACT JEFF FERGUSON AT 828 645- 0413 l~; OBTAIN. r
x TRANSITION RAMP a ° 4. THE WD-TM CONNECTORS SHOULD BE ATTACHED N
(~I U ~ iRANSITIDN CURB TO THE ANCHOR BOLTS ON THE OUTSIDE OT N
J FORM WORK TO ENSURE FIT AFTER FORM REMOVAL. (n U
~ ~ #4 DOWEL, 1'-6" LENG, INSTALL 5. AN INTERNAL VIBRATOR SHOULD BE USED ~(O ~ W z
ENE DNWEL IN EACH CNRNER CONSOLIDATE CONCRETE. Q ~
~ _ - EF SHEAR KEY 6. CONCRETE SHALL BE A DESIGN MIX OF 3500 ~
PSI MIN. WITH A MAX. SLUMP OF 5" Z ° L
-BOLLARD 3°CLR -3"CLR PIER ABUTMENT IvIAX. AGGREGATE SIZE TO f~E 3~4°. Q v
W
7. AFTER FLOATING CONCRETE, PROVIDE A BROC~4 ~ FINISH GN TOP SURFACE.
i SECTION A
NOf~ TO SCALE 8. PLACE 3 4"'x34" CHAMFER STRIPS INSIDE ~ ~ ~ o
THE FORM WORK SO -THAT THE FOUR 'JERTI(,AI CC
10 0 CO HERS AND IE iW0 HORIZON AL OI f_~ ,F-~ ~ ARE CHAMFERED. ~ ~
BOAT RAMP uJ
~ o PLAN DF - ~ 9. AFTER TYING THE BOTTOM MAT OF REINFO}~G~,~f NT PEAK DF NCWRC PIED ABUTMENT WI H TRANSITION RAMP ~ o
0 BARS INTO PLACE, TIE TWO REINFORCEMENT W ~
A ~ NUT TU SCALE BARS AS SHOWN FOR ADEQUATE ANCHOR f30i- ~ SUPPORT AND ALIGNMENT. THEN TIE THE TOP
o - SUGGESTED PQUR SEQUEN E~ MAT OF REINFORCEMENT BARS INTO PLACE.
i 1) BOAT RAMPS
AUD VERTICAL PIECES CJF 2) PIER ABUTMENT :CES DF I3) ABUTMENT TRANSITIO RAMP
I REBAR AT EACH TNTERSECTIEN ARC)UND PERIMETER (TYP,) lTERSECTIDN 4) TRANSITION CURB
' (TYP,)
a"cLR €8 @ 14 ~ 4'CLR 1/2„ DIA GALV. STEEL ANCHDR BDLT
~T~B)
4 i ~
-B~~LARD _
i #4 - . w
t, s ~ as ~ „ z i~~ w ~ I S W o
in ~ - ~ ~
u~ ~ -
I~ ~ ~ , ~ ~ ~ T, #4 (SEE' NDTE 9) ~ z
0 ~ .1 ~ o
~ ~ Q z
(U ~ ~L- ~ /11~_
1 NOT TO SCALE ~ ~

i
3'CLR 3"CLR
~ECTI CN B 5'-p„ 0 ~ ~ Q ~o N
Z
N T,S, ABUTMENT TRANSITION RAMP r 0 ~ z APPROACH APRON m ~ ~
~ Q Y o W ~
a Q z
iu a. ~ ®~®®Q ~
~ PIER ABUTMENT W u
TRANSITION CURB I
-6 5 -0 - 2 2 6 ~ RAMP CURB
3" ~ SCN~ 40 GA~V~ ~
~ STL, PIPE Fll_L Z - RAM Q
W/C~NC~ MOUND AT _ -:(SLOPE = 13 ~ ~
TUP RER DRAINAGE W
~ 0 U
Ta BE PAINTED YE~EOW i SECTION 4 U ~ z
NOT TO SCALE - ~
U7 W U7 F--
W Z ~
1/Z" DIA GALV, STEEL ANCHOR U ~ 0
SEE DETAIL ~ BELT (TYPJ U 0 I,
Qp~U ~ W
I 0 ~
ELEV. 10200 ABOVE FULL POND) Q ~ ~ W QU-~ ~
000 000 E~LLANSBEE PART I ~ - W Q Q Z
WD-TW SINGLE "T" F- ~ v W W ~ ~
MALE DR EQUIVALENT, APPROACH APRON 5 _0„ - W ~ ~ J
o ~ (TYP. FER C) 0 Q ~ 0Q ~
~ ~ ~ #4 ~ n. J~U o
(U ABU ME T TRANSITION RAMP
I SHEAR KEY li
- ~
x x ~ x x x
> o - - 4-0 2 0 4 0 a N ~ x i
~ SHEAR KEY
J x x ' x x '
WW
„ „ ~ ~ NOT TO SCALE PIER ABUTMENT
~ -o ~ -o
SECTI N - _ D ~
4 2 0 4 8 12 z NOT TO SCAL ~ OJ
i 0 ~ ~
wwE 4X~ - w4Xw4 I ~ ~ ~ o ~ ~
(CLEAR COVER = 3"BOTTOM W ~ m
N,T.S 1 .5 0 1 P 3 „ ~ z Q 11/2 ELESWHERE) ~ ~
~"-,~_n" i
j
l_ o a
SCALE
AS SHOWN
SHEET NO.
60F8
PRELIMINARY- NOT FOR CONSTRUCTION

FROM C L. ROAD AS-BUILT
O11 PG. 240 PER D.B. 1 ,
6.732325 PROJECT N
GRACE _ CHAPEL RD.
_
~ p0
FOLLOWS DPCO P L. c ~ w
.F/ v T BOUNDARY N D
PROJEC Z N
4\ LAKE HICKORY T1
cATAws ° Q
RIVER SITE °
1 o
/ .F
Woods
HICKORY

PEDISTAL ~
~ ~O~A~f ION MAP -NOT TO SCALE 0
D ~ 12" Pine / N 00
G~~- ~ N
P C 0 ~ ~ w ~ ~ \ ~B U
~ ~R • ~ / ~~J 20" Pine OTY. KEY ~ Z BOTANTICAL/ COMMON NAME SIZE CONTAINER NOTES W W
i . ~ ~ , ~
TREES 0. °
QA \ „E 7 CIA QUERCUS ACUTISSIMA Z s 2 CAL. B+B FULL CROWN/ WELL MATCHED U
B ~ r ~3 ~ _ Q SA WTOOTH OAK
\ I 25 / Nag Nab 1 ~ 150 CY SHREDDED AG D H W i E ARDWOOD MULCH SPREAD 4" fiHICK
~ ~ / 113.70' 9 ,1Q ~ i ° L
S ~ ~ ~ 1~ ~ ~2 4 , ~ 1
41. 814 , ~ H ~ Q o
Houy a \ ~ ~ 1 ~a ~ 2 QA L fff~~~ I-
15' Oak ~ M°plc A ~ ~ ~ m
~ • \ ~ \ (n
~~I 12" Po ar GN ~,y 8" Ook \ Q lL u. ~ o
' d ~ 12" Pine a 12" Oak \ W ~
~ ~ 18 Oak \ 18" Pine 12° Oak ~ Q~.
10" Ma lea Dbl. 12' Ook P a Q „ 12" Ook \ 14" Oak t ~ ~ J. W. SHERRILL
12" Pine 6" Oak ~ ~ ~ Q \ '`~.,A ~ 9' Persimmons
16" Ping, d 5~~ O ~ ~ MULCN / 1 Pine OF-107, D.B. 122, PG. 3
10" Pine ~ ip 2 8 Oak Q ~ _ a ~ \ 1 15" OXFORD DWG. 719 SPREAD
' 8" Ook \ Q Maple 1 'Oak \ „ P 16" Pine a Tri Ala 10" A LANDSCAPE NOTES: • rOP of RooT GAEL sr+AU NE 1. MULCH SHALL BE DARK BROWN,AGED DEBARK
12 ine ~ 12" Pine 12" Pine F Oak / \ 2"-J° ABOVE SURROUNDING GRADE SHREDDED HARDW000 OF A MINIMUM OF 3"IN
~t 16" 0°k ~ ~ 10" Pine ~ ~ ~ a / \ ~ , A DEPTH, PAINT AEE cuTS ovER DIA. 2. PLANT MATERIAL SHALL BE PR0440E0 BY THE
12" Oak 10" Oak ~ V ~ ~ Dbl. 16 Oak FLAG curiNC w~RES A~TrI CONTRACTOR AND MEET ALL AMERICAN NUR-
18" Pine ~ 22" Ock ~ ~ ~ Q Persimmon /(1 ~ suRVeroR TAPE SURYMEN ASSOCIATION STANDARDS FOR HEALTH r ~ AND SIZE REQUIREMENTS.
~ ~ 22" Oak \ ~ ~ 0"Ok \ ` J. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
a" oak MULCN ° ~ \0 HAwNG ALL UNDERGROUND U>111TIES LOCATED o PRIOR i0 EXCAVA710N IN THE AREA OF THE
\ _ C 1 RUBBER HOSE 1" Dln.- _ I DAYS WORK.
Q 10" Oak ~ 2 "Maple 10' Oak A~ 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 0 NEPAIRING ANY DAMAGES TO 1HE PROPERTY Z curlNG WIRES 2 srRAND TWIST ~ r CAUSED BY THE CONTRACTORS WORK.
v~ 12 CUAGE WIRE v z Z
v~ ~ 16" Sweet ~ L- Gum ~ J 2"X4"x24° PRESS 1REATED FDRM MUECH ~ ~ 5. PEANIING BEDS SHALL BE SPRAYED W1TH AN W O snucER _ APPROVED HERBICIDE PRIOR TO PLANTING IF STAKES -TOP DF STAKE J ~
s" ABOVE GROUND-- _ I - I~,_ CURRENTLY VEGETATED WITH WEFDS OR LAWN. - -I ~ ~=N~ ~ ~ 8. PRIOR TO PLANiINC OF TREES QR SPECIMIN LL W
2" Ma le ~ ` SPECIFIED PLANTING MIX -..„,r ~I--~ SHRUBS FLAG ALL LOCATIONS FOR APPROVAL ~ ~ wgrER ~ TAMP to _=L,~~-,~ BY THE OINJER OR HIS REPRESENTATIVE. ~ Z REMOVE AIR PocKETS ~II~ ~ j~l I I I I-III-~_-1I W
a P ~ ' ~4i _ 7. PLANT MATERIAL 7RANSPORTEO TO 1HE SITE Q p
~ - ~ 4 AY NOTE: fill i~~~ SHALL BE C01~ERE0 DURING TRANSIT. Q ~U „ ~ ~,T B. PRESSURE WASH ALL PAVED URFACE S S
L ER OF MULCN PREAD S 1 \ 1 STAKm~r. dS RF.lN.~~@ED ~ 2 x BALI UYA_ IF MUD ON DEBRIS HAS BEEN DEPOSITED J o BY THE CONTRACTORS WORK . ~
UNDER TREES v ~ ' \
\ TREE PLANTING DFTAiI_ ~
\ scAEE: Nor To scAEE ~
~ 1
\ m w 0 ~
~ i QA . 4
Dbl. 10" \ N Q
d Persimmon \ Z
\ 1 ~ ~ ~ Z m (n
p Q u o
Q Z O
LINE TABLE aa ~ Z W W
I LENGTH BEARING \ ~ ~
\ 55.00' S 07'5310 E ~ TsM
\ I 27.80 S 20'21 10 E \ NCGS "LADYLOVE'
' \ ~ CONC. MON. F 47.70 S 30 0910 E ( ~
\ V N. 229424.295 M 71.60' S 07'02'10" E ~ E. 397285.571 (M) Z
43.20' S 19'08'10" E ~ EI. 100.68' (Elev. based on Lake Level) Q
37,40' S 00'37'50" W \ ~ Q ~ W ~
10.60' S 57'19'50" W \ \ ~ I ~ 0
26.70' S 18'17'50" W \ U Q U z
\ 3 QA 13.40' S 31'13'50" W ~ \
18,00' N 89'55'10" W ~ ~ ~ W
8.50' N 44'55'10" W \ ~ U7 ~ W Z ~
8.50' S 69'30'50" W \ ~ U ~ 0
50.00 N 79'3310 W U 0 ~
36.00' N 61'24'10" W Qp~U LU
. ~ 67.10 N 78'4610 W 0 ~
34.80' N 58'06'10" W ~ ~~J ~
67.50 N 00'3 ' " 410 W oU-~ 0 -W Q QZ
34.00' N 54'47'10" W ~ ~
66.80' N 63'24'10" W ~ WWI ~ >>L-~ w
34.50' N 64'4710" W / o OQQ z ~ ~
32.80 N 54'4710 W ~ ~ .~~U o
9.20' S 66'40'50" W
16.30' N 63'29'10" W
57.40' N 24'47'10" W
13.00 N 76'5310 W
12.70' S 84'40'50" W
31.20' N 69'31'10" W
17.00 N 55'3810 W II . ~
27.30 N 47'1210 W H ~
20.10' N 49'55'10" W
8.50 S 79'21 50 W ~v
13.48' N 54'40'24" W ~ z Q
J
i ~ ~ W ~
J W
~ ~ ~ ~ Q
~ ~ U
z ~
i
_J g Q
J
SGALE
P ~ P C~3 I" = 30'
SHEET NO.
7 OF 8
PRELIMINARY- NOT FOR CONSTRUCTION

I
GRACE CHAPEL RD.
/ ~ fl
~y> W'oods Q-
oo~~ ~b0~. C n ~ HI ®~y °o
N ~ uU e ~a e Z h D
~ o ~ ~ u
CATAWB ~ ITE °°a~b~lsl~"+a°°'
S ° RIVER ® °°°°'°'°°~f ~G o>',
C 10 ~ ~ 12" Pine B ` _ '0® /~fH ~ ~1?el~ floral
/ ~ G~i ~ ,
P -~~0 ~ r ~i ~ ~
~ ~ 20" Pine ~ ~S

A IQ r ~ HICKORY
\ , 50 ~ n•3a ,
TBM 2 '1 n ~ N , 5Q, i Ma9 rlau 0 9 10 - Y
\ ~ ~ G / 113.70 ' IUN MAP-NOT TO SCALE o ~ ~ Al N
N
~2. ~ ~ 48~ i ~ 2QA vl
4 f ~ Z
a ? \ ~ m ~ 15' Oak ~ a ~ Y MON NAME SIZE CONTAINER NOTES W W QTY. KE BOTANTICAL/ COM
? ~ a~
G~ 8° i?,,~, i 12" Po ar 1.riL d TREES o Z
I d 12" Pine d 12'~ Oak a 7 QA QUERCUS ACUTISSIMA 2 CAL. B+B FULL CROWN/ WELL MATCHED ,Q U
G ~ rt 18 Oak Q 18" P'me "Oak ~ ,J, W. SHERRILL SAWTOOTH OAK W
„ d Dbl. 12 Oak ~ Q 12" Oak - ~j~ 10 Maple 14" Oak d 150 CY SHREDDED AGED HARDWOOD MULCH SPREAD 4" THICK C ~ L ~
9" Persimmons 12" Pine 6" Oak OF-107 I~,B. 122, PG. 30 _ 0
~ ° 16" Pine ~ ';.i~ ~ ' „ ~ 15" OXFORD DWG. 719 Q o
12" Pine MUL.CN (~nh d 8 ~ ine ~ d Maple 10 P , I a a ~ ~
8" Oak 1 "Oak m ~
16" Pine a Iriple 10" ' 12" Pine 12" Pine Oak o ~ tl1 LI,,. tL O
12" Pine 16" Oak ~ a Q ! Dbl. Q O
10" Pine \ i 12" Oak 10" Oak ~ \ ~ rr Persimmon iG~~ i>ak~ ~ W ~
18" Pine a 22" Oak i, A d
d a S 22 Oak \
„Oak M LCI-~ a ~ r_ I e U C
AC ~ Q 2 "Maple
~ Q 10 Oak 10' Oak SPREAD-
/
~i a 16" Sweet \ LANDSCAPE NOTES: TOP OF ROOT BALI SHALL BE 1. MULCH SHALL BE DARK BROWN,AGED DEBARK
I Gum In z"-s" AeovE suRRauNOINC GRADE SHREDDED HARDWOOD OF A MINIMUM OF 3"IN DEPTH.
\ ~ / M 2" Maple V ~ PAINT Au curs OVER I" DIA. ~ ~ 2. PLANT MATERIAL SHALL 9E PROVIDED BY THE
a \ i ' CONTRACTOR AND MEET ALL AMERICAN NUR- FLAG I,UYING WIRES WITH suRVevoR rAPE I ~ ' SURYMEN ASSOCIATION STANDARDS FOR HEALTH
~i II AD = AND SIZE REQUIREMENTS. 1 a 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
4 LAYER OF MULCH SPRE pl HAVING ALL UNDERGROUND UTIIJTIES LOCATED
UNDER TREES o PRIOR TO EXCAVATION IN THE AREA OF THE RUBBER HOSE Y DIA. DAYS WORK,
q „ 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR O o REPAIRING ANY DAMAGES TO THE PROPERTY z
cunNC w~RES z sTRANO TWIST ~ r CAUSED BY THE CONTRACTORS WORK. 12 GUAGE WIRE z Z
FORM a ~ 5. PLANTING BEDS SHALL BE SPRAYED WITH AN W ~ MUt CH 3 2"xa"x2a" PRESS TREATED saucER ~ APPROVED HERBICIDE PRIDR TO PLANTING iF J N
QA STAKES -TOP of STAKE CURRENTLY VEGETATED W1TH WEEDS OR LAWN. s ADOVE GROUND ills ~ ~ _ ~ I, 1, ~ = I"'` ~ ~ 8. PRIOR TO PLAN7ING OF TREES OR SPECIMIN U- ~
8" Birch ~ sPEDIFIED PLANriNC Mlz _ ~ -11F I- SHRUBS FLAG ALL LOCATIONS FOR APPROVAL Y
Dbl. 10" WATER & TAMP TO ~ -~(y T ~ ~ _~~I 5Y 1HE G"di4ER OR HiS REPRESENiATiVE. ~ ~ REMOVE AIR POCKETS ~ Q
a Persimmon ~ ` 1 =III-=I j== =~-=j - 7. PLANT MATERIAL TRANSPORTED TO THE SITE Q m ~ -1 I ~ - ~ ~ n-~ SHALL BE COVERED DURING TRANSIT, Q ~ NOTE~__ VIII= B. PRESSURE WASH ALL PAVED SURFACES / ~ ~ ~
I i srAKiNC As REOwRED 2 xx NAU DIA. IF MUD OR DEBRIS HAS BEEN DEPOSITED lJ ~
I ~ BY THE CONTRACTORS WORK . 0 ~ ~
5 ~ 0' - ~ ~ TREE PANTING DE ~~\I~_ o ~
SET Bq C~ c SCALE: NOT TO SCALE J
TABLE \
\ ` ' TBM H BEARING I 0 ~
I NCGS "LADYLOVE" S 07'53'10" E CONC. MON. F II ~ D
S 20'21 10 E N. 229424.295 (M) ~ ~
' S 30'09'10" E ~ E. 397285.571 (M)
. " S 07 0210 E o EI. 100.68' (Elev. based on Lake Level) 0 m ~ ~ ~ ~ ~ Q Y Y o
~ S 19'08'10" E - W ~
' S 00'37'50" W Q Z O
' S 57'19'50" W ~ ~ QA
" ~ S 18'1 T50 W l ~ Y d
' S 31'13'50" W ~
N 89'55'10" W ~
N 44'55'10" W II
S 69'30 50 W Z
' N 79'33'10" W . l Q Q ~C--
N 61'2410 W LU G
' N 78'46'10" W / ~ 0
N 58'06'10 W U Q U z
N 00'34'10" W
' N 54'47'10" W N 63'24'10 W ~ ~ W ~ ~
I '10" W N 64 47 ~ W z
N 54'47'10 W ~ 0 U
„ ~ S 66'40'50 W U ~ ~
, ) II 63'2910 W N Qp~~ W
' N 24'47'10" W 0 ~
N 76'53'10" W Q }-ICJ ~ BUJ D
' S 84'40'50" W ~ ~d, ~ -W I~(~Y~ ~ , ~i~ Q Q Z
> >I N 69'31 10 W ~ J
' N 55'38'10" W 6, WWI MAY ~ ~ J 2003 > ~
' N 47'12'10" W o Q 3
II W N 495510
S 79'21 50 W
' N 54'40'24" W
~ /
I
y ~
4~
I ~
~ \ 'V I . ~L ~ i~r. ~ z
INN <
J a C
Mfg 4) Lu LU
CD
Clad U
Q z
o Q
SCALE
I" = 30
54 EET NO.
7 OF 8
PRELIMINARY- NOT FOR CONSTRUCTION