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- ~g"a A r W~E IR STRUCTURE , ,~i ~A ~ ~ ~ ~ I ~ W ~ i ~ ~ - W W I-
NOTES: ~ _ ? r _
M N MENT N 1. ALL ELEVATIONS ARE BASED ON THE COE 0 U , ~ z"A N S ~ y~~ t- Q
TOP WEIR 17.04 ~ ~ - ~ ++E>~4, ~g"a COE 1-3 LOCATED ON THE CONCRETE LOCK AT % ~ " ~j ~ ~4„a ~ R~6 C ~0"C ~ / ~ ~J 1 \ /
LOCK AND DAM NUMBER 1. ELEVATION 20.09 NGVD29 . 4r ~ ~ ~ f 7 z / LL
r " 2.ONE FOflT CONTOUR .INTERVAL. ~ ~ / ' ~ 6,.C . ~6 T? W ~ "T? 0.
ii i 3. ALL COORDINATES ARE BASED ON NCGRID (NAD83) ~ A ~ Q \ 6" ~
A y E".~ /i / ".7 4 ~ „'b 024 T, i
SURVE`( LEGEND ~ ei : , Ot~ r.. 5"T? /
~ „s - p2s°a i ~ r ~ A I E FOUN „ ~ ~9"rr A ~0 7. , 6
~ WEIR 17.05 ~ ~ 6 TOP ~ o ~ 3 HORI~DPJTAL AND VERTICAL CONTRDL POINT - „ 3 • ~6"~ ~ ~ ~
~ ; ~ ~ ~ 1 A - WEIR S T~RU~C T URE ° ~ ~~"r, 1 ~ ~TdA I L S OGS PLATE 0?q
HORI[ONTAL CONTROL POINT c ~ ~ ~ ~ j ~1 NUMBER ; 4"S
T0~ ~~~E I R~ ~ e z, 2 / / ~
0 IRON PIPE FOUND v ~ ~ l ~1 ? / ~ _
r. ~....,..,~T~ ..,..,•,..~.,r - - -
uuNUKt t MuNuty ruuvu CONCRETE MON EN Cs \ °z f i
. ~ / SHEET 10 OF 31
REFERENCE: TOPOGRAPHIC SURVEY AT LOCK AND DAM No.1, BLADEN COUN NC, BY McKIM & CREED ENGINEERS, P.A. JULY 12, 2001.

E F G H
q B C D E
LOCATION BASE MAP
VICINITY LOCATION
0 10 20 30 0 2000 4000 6000 9,p 0 40o soo 1~ao
A
APPROXIMATE SALE IN MILES APPROYIMATE SCALE IN FEET APPRUXIMMATE SCALE IN FEET
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INDEX OF DRAWfNGS z_ w ~ C'3 LL 0 a waf
SECTION SYMBOLS Z SHEET PLATE TITLE z p _ ~ Z°q w Z W QNZ.
1 X-1 COUER AND INDEX a p E =~w
~ ~ ~ di Z ~Z~ r~ N V
oC p Z 3~~ 2 P-1 EROSION CONTROL PLAN -ENTRANCE ROAD Q U - • Wg~
vlEw Y N 3 P-2 EROSION CONTROL PLAN - AREA A ~ H o~ J
SECTION 4 P-3 EROSION CONTROL PLAN - AREA B z - Q'+ t~ °"a
SECTION OR DETAIL 'F-- 5 P-4 EROSION CONTROL PLAN - AREA C ~ ~
IDENTIFICATION NUMBE 6 P-5 EROSION CONTROL DETAILS ~ NF
3 3 7 P-6 SITE PLAN -ENTRANCE ROAD
~ A4 A8 PLATE NUMBER ON WHICH A4 A8 VIEW ~ SECTION OR DETAIL IS DRAWN 8 P-7 SITE PLAN
SECTION i 9 P-8 SITE PLAN -AREA A 10 P-9 SITE KLAN -AREA B
~ PLATE NUMBER ON WHICH 2 11 P-10 SITE PLAN -AREA C
SECTION OR DETAIL 12 P 11 PROPOSED CENTERLINE PROFILE r
CONDI710N IS TAKE 13 P-12 PROPOSED CENTERLINE PROFILE z°
14 P-13 CROSS-SECTIONS i TO 9 ~
BO H RE SECT SYM L W E I N IS TAKEN 15 P-14 CROSS-SECTIONS i0 TO 15.1 Q X
i6 P 15 CROSS-SEC110NS 16 TO 21.1 ~ ~ W
17 P-16 CROSS-SECTIONS 22 T 2 Q ~ ~ 0 8 Z
18 P 17 CROSS-SECTIONS 28.1 TO 34.1 ~
SECTIO~~~'DETAIE A4 A8 19 P-18 CRASS-SECTIONS 35 TO 42 U w ~ 20 P-19 CROSS-SECTIONS 43 TO 49 Y ~ Z
21 P-20 CROSS-SECTIONS 49.1 TO 53 ~ ~ Q
22 P-21 SITE DETAILS ~ w ~
TI1~~E WHER SECTION IS DRAWN 23 P-22 SITE DETAILS F ~ W
24 P-23 SITE DETAILS Q ~ ~ z O
25 P-24 HORIZONTAL LAYOUT PLAN ~ U
26 P-25 80RING LAYOUT
A ~ I NTIF1CATi0N LETTER 'HERE DE vV 27 P-26 LONGITUDINAL GEOTECHNICAL PROFILE a
A4 A$ ELEVATION IS TAKEN 28 P-27 LONGITUDINAL GEOTECHNICAL PROFILE ~
29 P-28 BIO-ENGINEERING /ROUGHENING MEASURES
30 S-1 SHEET PILING AND BRIDGE DETAILS
1 ~ r A TITLE WHERE 31 S-2 PIPE GATE DETAILS
ELE ~~TICN ELEVATION IS sH~WN A4 A8
NOTES;
L 11ATION SYM OL EE i. ALL ELEVATIONS ARE BASED ON THE COE MONUMENT
"COE 1-3" LOCATED ON THE CONCRETE LOCK AT V _ 1
LOCK AND DAM NUMBER 1. ELEVATION 20.09 (NGVD29). A 1
2. ONE FOOT CONTOUR INTERVAL.
REFERENCE: INGRESS AND EGRESS EASEMENT SURVEY AT LOCK AND DAM Nol, BLADEN COUNTY, NC, BY McKIM & CREED ENGINEERS, P.A. JULY 12, 2001. SHEET 1 OF 31
TOPOGRAPHIC SURVEY AT LOCK AND DAM No.1, BLADEN COUNTY, NC, BY McKIM & CREED ENGINEERS, P.A. JULY 12, 2001. & ALL COORDINATES ARE BASED ON NCGRID (NAD83)

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r STABILIZED CONSTRUCTION ENTRANCE ,
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1 CONSTRUCT I ~ _ _ ~ 0 D ' ' ~ R A STABILIZATI~ NSTRUCTION C/L INTERSE(,TION BRIDGE / ZATION ~ BILI OUER CAPE FEAR RIVER AND
~ . - P1 P1 ~ ~ - \ r~ NC HWY 11
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CONTRACTOR 4
STAGING AREA
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CRS CONSTRUCTION ROAD STABWZATION ~ ~ ~ o Q W ~ o~..
{SEE SPECIFICATION THIS SHEET) z U ~o~ ~i W~~
w C'3 I k--~ Z ~ m
12' (TYP. ) " - EXISTIN 1 ' w~ _ _ _ G Q SOIL ROAD z a
~LL~ Way z Z Q ~ ZN$
w ~ W >N~ fA Q E-+ a w
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I QU- • w46d4 ` ~ Y N
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CONSTRUCTION ROAD STABILIZATION SPECIFICATION Q Z Z
)NAL MATERIAL. ~
1. CLEAR ROADBED OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONAL MATE 2. ENSURE ROAD CCNSTRUCTIO~J FOLLOWS THE NATURAL CONTOURS OF THE
TERRAIN IF IT IS POSSIBLE. -HE Q a ~
3. AT CONTRACTOR`S DISCRETION: LOCATE PARKING, PASSING AND TURN-AROU~ Qc ~Q JRN-AROUND a ~ pp
AREAS ON NATURALLY FLAT AREAS. KEEP GRADES SUFFICIENT FOR DRAINAG } i DRAINAGE mY
BUT NOT MORE THAN 37,. U ~ w0 ZW
4. PROVIDE SURFACE DRAINAGE, AND DIVERT EXCESS RUNOFF TO STABLE AREAS 3LE AREAS ~J pU
BY USIhJC '~dATER BARS OR TURNOUTS. UZ
5. KEEP CUTS AND FILLS AT 2:1 OR FLATTER FOR SAFETY AND STABILITY ANC . L I TY AND TO ~ - Z DC
FACILITATE ESTABLISHMENT OF VEGETATION AND MAINTENANCE. ~ Q~ pz
G. SPREAD A G-IPJCH COURSE OF "ABC" CRUSHED STO(~~IE EVE~JI_Y OVER THE FULL THE FULL WIDTH Z ~nw
OF THE ROAD AND SMOOTH TO AVOID DEPRESSIONS. ~ O
7. WHERE SEEPAGE AREAS OR SEASONLY WET AREAS MUST BE CROSSED, INSTALL INSTALL w ~ a W
SUBSURFACE DRAINS OR GEOTEXTILE FABRIC CLOTH BEFORE PLACING CRUSHE JG CRUSHED STONE. ¢
8. VEGETATE ALL ROADSIDE DITCHES, CUTS, FILLS AND OTHER DISTURBED ARE JRBED AREAS OR ~
OTHERWISE APPROPRIATELY STABILIZE AS SOON AS GRADING IS COMPLETE. )MPLETE.
9. PROVIDE APPROPRIATE SEDIMENT CONTROL MEASURES TO PREVENT 1 F-SITE SEDIMENTATION. OF
PLATE
N ROAD ST IZATION CONSTRUCTIO ABIL 1 NUMBER
P1P1 NOT TO SCALE
P
REFERENCE: INGRESS AND EGRESS EASEMENT SURVEY AT LOCK AND DAM No.1, BLADEN COUNTY, NC, BY McKIM & CREED ENGINEERS, P.A. JULY 12, 2001. SHEET 2 OF 31
TOPOGRAPHIC SURVEY AT LOCK AND DAM No.1, BLADEN COUNTY, NC, BY McKIM & CREED ENGINEERS, P.A. JULY 12, 2001.

q B C D E F G H
~ ~ 1 ~„T~
TREE LEGEND
/ ~ ~
l ~ 18 ~ G= CYPRESS
/ i ~ CW= COTTONWOOD ~
~ s= sYCA~~oRE LEGEND ~
26" 18"T? J t, T=TUPELO py~w
24"S '~T? PA=PUMPKIN ASH
- H-HICKORY ® TREE PRESERVATION
~."T? 6 26"E ~ ' NAILS ~n t 20 T N Y B=BEECH
24"C ~ ~ / '6 - ~ ~ \AK
~ \ ~ 18°'E 0 - RIPRAP a POP-POPLAR $ ~ ~
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.rsp \ 20"T7 ~ e r. ~ ~ 18" ~ / / a
18 C) 20"T? 1 A=ASH --E- SILT FENCE
22 "H ri~,m„~ ~ , t 18"T~ .A ~ " , 1$"B BG=BLACK GUM
24 T? " v ~ ~ L_ 18 T. ~ ,t ,H d P=PECAN
50 100 150 T?=UNKNOWN TREE CRS CONSTRUCTION ROAD STABILIZATION
1' Q2s"s ~ HW=UNKNOWN HARDWOOD (see specification sheetP 1)
II Oz "r S~Q~ SGA~E I[v1 FEET - z G-GUM T TEMPORARY STREAM CROSSING s
NAILS ~i T ~ \ RO=RED OAK ~ ~ a
HB=HACKBERRY
~ - SHEET PILE COFFER DAM MB-MULBERRY
r! \ 018 H SG=SWEETGUM
d \ _ ]J~~.,.,,,, / PROP05ED CHANNEL CENTERLINE
~}yCU"~ ~ \"O ~ / 024 " 7n ~ `0 ~ . ~ l,, .v ~ TOP 4F ~iNK
~ . ~ ~ ~ ~ ~ ' 027„H E \ / \ ~
I ~ ~ ~ ~ fJ1 e "c ~ " 5 ~ o"c~ 026 , C RIPRAP 41 ~ n 1a~"rr~~ g fTzz'o LARGE TREE DIAMETER TYPE
0 c i 2 5 P2 28 ~ G I \
s ~ ~ LIMIT OF CONSTRUCTION ~ ~ 019"T ~ i ~ ~ O
v , $-,c. ~ g ~ a \ \ ~ 4'; a~ Q
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8"Ta " ~ ~ ~ 031 "E 020"E E_ ~ tE~ \ 024 / ; ~ ~ S - ~H 01 e"c \ ~ ? ~ ~ ~ ~ i ~ ~ ~1- ~ ~ G v'
• re°E ~ ~ ~ ~ I ~ . ~"E I i MANENT ~ ~ ; t , 018 € -
\ , o"er31e"c j~ ~ ~1 ~ \ ~ ~ SHE ~ f~~E~COF FE`R DAh~, ~ ~ 0 BLOCK AND"" I VET T ~ OTE
"6 , ~ ~ .,E "T / n f ' " DP ~ , ~ \ ~ \ E TING CHANN R SEED ALL DISTURBED AREAS
I i.r j ~i ~i ~ ~ , ~ } 030"E C J ~ 1 r; 024"E 026 ~ ~ ~ ` ~ ~ I iNDiGENflUS GRASSES. 030"E ? \ 01 \
02o"c / G c„ , ; \ ~ ~ A z
~ ~ , / ~ ~ ~ 018"H f P $ ~ ~ c , , F f ~
~ 18'H 1~~ i T? 19"G 022"C ~ ? 0 ~ ~ \ \ a • 18"H \ N
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ARE B A REFERENCE; TOPOGRAPHIC SURVEY AT LOCK AND DAM No.1, BLADEN COUNTY, NC, BY McKiM & CREED EN & GREED ENGINEERS, P.A. JULY 12, 2001.

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REFERENCE: TOPOGRAPHIC SURVEY AT LOCK AND DAM NQ.1, BLADEN COUNTY, NC, BY McKIM & CREED ENGINEERS, P.A. JULY 12, 2001.

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~ % 5" ~ .1 ~ W U r.aw 4 T Z w°nN (Q20 "C H
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J I I U - ~1 f ~ u t' I NAIL.~~ ~ ~ v Z ~
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~ r ~ ~~A°'rs ~ ~ ~ W i~ / ~ Ll~ Z ~
1 ~ ~ ~ 1~5, P;~ , i i A ~~~1~A:~t 3 A i i~1 , 1~\ ~1 / / ~ ¢ z ! w {]iU"S ~ 019"C ~,r ~ zo
~ ~ " , ac ~ 3rr 0.5 T. Z_ ~ 0
\ ~~i'~A i ~ ~ 1~1 ~ J~' ~ i A ~ ~ ~ w ~a ~ ~ , fem. ~ Y N
tJ~ ~ ~ ~ ~t l ~ ~~l / Gtz ~ ~ i 1 ~ ~ ~ ;~l~i~1 " ~ ~ ~ 024' A, U} J ~ 1 ~ W Uj pOa
~ ~ 1 ~ ~ , A ~ j l 1 . y v ~ ~9~',I ~ ~ ~ I;1 , + \ ~ ~ 1„ i 1 A ~I i, - ~ _ ~ „E ~ \ 0 5U 10U 1~U
J A 1 ~ C, E129 E ' ~ l~~ .I r I a ~ ~ ~ E, ' i 1
~ \ ~,1\ i! % 1 . ~ ? I A 1 i~~51r 1T; I ~ ~ ~ I RON PIPE FQUND _ cA ~ j ~ S_..LE IN FEET
V~ \ 1 ~ I ~'''i1 \a' I j4 i~ ~ ~ A t 1,~ 1 s1 ~ ~ ~ ~ NAIL S r d
AMP • ~ ' 6 ~ I , ~ ~ ~ ~'i 2 °a ' i ~ ~ f ~ ' c
~ ~ ~ ~ ~
2 ? ~ , , ~ i • LEGEND r
. \ ~ ~ ~ ~ ~'`.A ~ ` y 1 iy ~j TREE LEGEND _ o
~ ~ \ ~ ~,y~ V\\~~1 ~ i / z ~ ~
~ \ 1 i~ 1 ' OVA\; ~ \V ~ t~~ C= CYPRESS ~~+'y TREE PRESERVATION ~ N Y Q
~ ~ T ~ i ~ VA V ' p CW= COTTONWOOD ~ o a-
A ~ ~ , VA A ~ 1 / ~ ~ A'\~ ~ AA \ ~ ~ ~ ~ ~ ~ ~ A o ~ - Y ~a J S- S CAMORE Q ~ o o RIPRAP BANK- SEE TABLE AREA A ~ ro O
~~~,A~\\i4.`, A A ~'J T=TUPELO o ~ ~ ~M A- A WY ~V
~ t.-.,~ ~ t ~ PN-PUMPKIN h5H U ~ _ Y~ Z
~ ~ 1 ~ t , V, H-HICKORY SILT FENCE - ~ Q
~ ~ ~ t A ~~~A , .1 ~ ? ~O~ICRETE ~O~N~ ~ t / ~ 6=BEECH ~'a U~ TE MONUMENT FOU W
~ ~ ~ ? O=OAK ~
~ ~ ~ ? i ? CONSTRUCTION ROAD STABILIZATION ~ ~ Z POP=POPLAR CRS Q Q _ _ ~ (see sped#ication sheet P-1} z ~ ~
~ ~ ? t f ~ E ELI
~ r ~ ~ ? ~ A=ASH ~ ~
? ~ t ? ~ BG=BLACK GUM ,I PROPOSED GHANNEL GENTERLINE ~ W
~ ~ P=PECAN ~ Q
~ i N T ~ OE TOP OF BANK U T?=UNKNOWN TREE
~ RESEED ALL DIS ~ + ~ ~ , ALL DISTURBED AREAS _ HtN-U~~ikEJOWN HARDVIOOD Ozz•a LARGE TREE -DIAMETER" TYPE
~ ? A ~ WITH INDIGENOU. 1 ~ ~ NDIGENOUS GRASSES. G=GUM
~ ~ t ~ ~ ~ RO=RED OAK , LIMIT OF CONSTRUCTION
~ ~ ? ~ liB=HACKBERP,Y PLATE
~ ~ t ~ ~ ~ ~ MB=MULBERRY SHEET PILE NUMBER
~ ~ ~ ~ ~ ~ ~ ~ SG=SWEET GUIv1 _ _ , ' TEMPORARY SHEET PILE
° ~ ~
G.9 !
REFERENCE: INGRESS AND EGRESS EASEMENT SI EASEMENT SURVEY AT LOCK AND DAM No.1,'BLADEN COUNTY, NC, BY McKIM & CREED ENGINEERS, P.A. JULY 12, 2601.
TOPOGRAPHIC SURVEY AT LOCK AN[ AT LOCK AND DAM Na.1, BLADEN COUNTY NC BY McKIM & CREED ENGINEERS P.A. JULY 12,2001. SHEET 5 OF 31
SURVEY OF SHOAL MILE No. 38.6 NE No. 38.6 NEAR LOCK AND DAM No.1, BLADEN COUNTY, NC, BY W.W.W. AUGUST 16, 2600.

q B C D E F G H
~-CLASS 1 RIP RAP VARIABLE AS DIRECTED BY TFIE ENGINEER ~ i i
~ STEEL OR WOOD POST (6 MAX.)
18" ~ RIP RAP ~ '
,1 , EDGE DF ' ~ FILTER FABRIC ~ z w
~ EXCAVATION ~ ~ ~ J U
2
WOVEPJ FILTER FABRIC o ~ cc 40 r~ m ~ o a ~
N IL c O W
a~ A:1 N~E1. GAP ~Q~ - ~ J _ - - - - - - - - - _ - - - I~ I k j1-
5 ~~v O w ~ - - - - - - - - - - - - - - I I a o~ 1=(I 1=1 I I~ I I 1 I1-111~111~111~1 I I~ 11=1 I1=1 11=1 I I~I1 I-1 I l~l I I~t 1 I~ 1 I~l I I I-1 I I~ I i- ~
1C~`? -1 11=1 11=1 11=111 111=I 11=1 I I~ 11=! 11=1 I !_(I !=1 11=1 I I~ 11=1 11=1 l 11=1 I l-I 11=1 11=1 I I-1 11=1 I
~ 2`~,~P~~e NOTES: 5 =11.1-III -1l I I I L~ fl~f l=l f l=llf~l l~f l=f l ~l f 111=111=111-=f f l~l l=f ll I l~ li~l i= ~ o ~ ~ _ _ - - - _ - _ - - - - - r ANCHOR SKIRT o I III-III- . -i I I-I f I~ I I_I i f-I I l-l 11=1 I I-I i I~ I III-I 11111=i 11=! i k~ _ I-I 11=1
1. USE 3:1 SIDE SLOPE FORMED BY 18"~ RIP RAP RAP o i n_i i i= =11=~ I I=1 ~ ~=1 I I=1 I h" m i l=! 11=1 I I=1 I I I=1 I I~ ! I- I~ r ?7, 28, 34, 35, 49. rn ~ ~~-nil= _ - =1~-~ - .1... ~ 6 MINIMUM _ N I II -III_I~I ii~ll- I
S~0 FOR STEPS AT SECTIONS 15. 20, 21, 26, 27, 28, 34, 3 STRUCTURAL pE REVERT BACK TO 2:1 SIDE SLOPE IMMEDIATELY BELOW STE _LY BELOW STEP.
STONE 2. ALL STEPS ARE 9" EXCEPT AT SECTION 13 WHICH IS 10~~ STEP ISOMETRIC VIEW WHICH IS 10~~z`. ~ .
IN LIEU OF BURYING SKIRT, 6" OF
~ti 2:1 OR 3:1 STEP (SEE NOTE 11 o w N tt5 WASHED STOPJE MAY BE USEG z ~ w GENERAL rdOTES: o_
z~ 0 4:1 BANK ~ o OVER TURNDOWN. ~ j z ~ 1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32J IN WIDTH AND
~z z ~ ~ w ~ SHALL NA.E A MINIMUM DF 6 LINE WIRES WITH 12 STAY SPACING. ~ ,
~ 1 5` ~ w r FLOW ~ ~ o ~ 2. WOVEN FILTER FAORTC TO BE USED WHERE SILT FENCE IS TO REMAIN
m a FOR A PERIOD OF MORE THAN 30 DAYS. STEEL OR W006 POST
3. STEEL POSTS SHALL BE 5`-0" IN HEIGHT AND BE OF THE
SELF--FASTENER ANGLE STEEL TYPE.
4. WOOD POSTS SHALL BE 6 TO 7 FEET IN HEIGHT AND 3 TO 4 _z w FILTER FABRIC INCHES 11J DIAMETER. WIRE. FABRIC SHALL BE FASTENED TO ~ ~ o o
WOODEPJ POST WITH NOT LESS THAN #t9 WIRE STAPLES 1-1 /2" LONG. o ~ ~ OQ~ ~
LONGITUDINAL SECTION STEP 5. WASHED STONE SHALL BE USED TO BURY SKIRT WHEN SILT FENCE m ~ m 5~ , N
CROSS SECTION c ° Q ` IS U.,ED ADJACENT TO A CHANNEL,~CREFK OR POND. N 4~l- _ w
TRAPEZOIDAL STEP 6. TURN SILT FENCE UP SLOPE AT ENDS. a
7. WHEN FABRIC IS .USED WITH WIRE MESH CENTERED POSTS MAY BE USED. II a
a ~ MAINTENANCE NOTES: ~ o
5 CHANNEL STEP ANCHOR SKIRT
- P2 P NOT TO SCALE 1. FILTER BARRIERS SHALL BE INSPECTED BY THE CONTRACTOR IMMEDIATELY 6 MINIMUM
P3 AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL.
P4 2, AN'r REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
SHOULD THE FABRIC DECOMPOSE OR BECOME IPJEFFECTIVE PRIOR TD THE ENO
P11 DF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE Z 0
P1 3. FABRIC SHALL 6E REPLACED PROMPTLY. ~ SEDIMENT DEPDSITS SHOULD BE REMOVED AFTER EACH STORM EVENT OR SILT
FENCE SHDULD BE REPLACED. THEY MUST BE REMOVED WHEN DEPOSITS REACH o
CDNTINUE RIP RAP TO TOP OF 4:1 BANK. APPROX. HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM
A.T SEGTIDPdS TO THE EXISTING GRADE. PREPARED AND SEEDED.
1 THRU 4 AND 24
1 ~ J
2 TEMPORARY SILT FENCE
4 r P P5 NOT TO SCALE
' ~iAX //~V~ /\V ~ 5 / r a"\/ _ _ _ P3
BANK HEIGHT n J / ` • Y,~.\ ~ STREAM CH.,NNEL . \ . ; ' i ~ ~\Ir I i P4 1ao' MIN. HICHwAY o
VY ~ \VIII\tilir,Av,i~r1`~,~~:~•, ~ j o Pa~~
~ ,j „ n c: ~ o.e o S T~ r y r E~~~ B ° O{ _
v rJ~ A Q ~
YY V 5;1 M >ippROA o AX CH Stop SFCr! O CONTINUE F EXISTING GROUND w z Y °o ~ o ~a /CONTINUE RIP RAP ACROSS m o o w
~ ~:s::%.~::~o•: .c f 0!Y 0~ ,r / BOTTOM AN[ ~ ROgO 6 FINE GRAVEL FILTER Do SOIL STABILIZATION FABRIG-- w 1 BOTTOM AND OPPOSITE 4:1 ~ a ~ w ~ r UNDER #`i WASHED STONE w g z 4 0
S FACE ~ BANK AT SF BANK AT SECTIONS 1 THRU 4 ~ w ~ ~ ~ z Q
STONE OVER • TH FLOW 0 T~,_.- FILTER CLO RSIDN ~s ~Joo 100 MIDI. ¢t7 a~ a:aa
l~
NCDOT GEOMETRY ~ m
SURFACE FLOW R I PRAP • ~ ~ . ~ ~ :.:r DIVERSION CLASS X Y Z I z o a
y ~ ~ m N Y Y W y
ORIGINAL A $JJ 12a 8i~ co = ~ ~ U a o 0 C7
STREAMBANK B ~ n 24 a ~ r~
~ 20 3 p ZO ?r - 2 j~ - V
o GUESS 28 42 28 7 H a
~RaR~ A 3 jEMp NOTES: ~ Z 1"'{ d N W U -
_ ' STONE ~ ~ a ~W~
~ RIPRAP 1. A STABILIZED ENTRANCE PAD OF tR5 WASHED STONE OR RAIL ROAD BALLAST SHALL BE LOCATED WHERE F- ~ O W „W3 TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET. ~ W ~ ~M3
FILTER CLOTHS P 5 NOT TO SCALE o a W ~ o~.. 2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE. Z U
w„v~ ~ - Z.. 3. THE EPJTRA.PJCE SHALL BE MkIPJTAIPJED IPJ A CONDITION WHICH WILL PREVENT TRACKING OR FLOWIPJG OF SEDIMENT W O = ~T~ ~ ==°4m
P3 6 TEMPORARY STREAM CROSSING ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL w Z ~ V N a~3
P4 STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF APIY MEASURES USED TO TRAP SEDIMENT. rZ w O V Z wdf
P P5 NOT TO SCALE z p ~ Z~° 4. ANY SEDIMENT SPILLED, DROPPED. WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. W Z ~ <"z
F 5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN d O Z
r ~ ~ZN WASHING IS REQUIRED. IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AIJ ~ ~ U' ova
APPROVED SEDIMENT BASIN. ~ O ~ 3~Q Q U ~ ~o~ ` ~ Y N
~ J o~~ ~ ~ ~ o°a

_o, ,~`z. N W ~ STABILIZED CO STRUCTION ENTRANCE a
4 NH P1 5 NOT TO SCALE
C~
. ~ . t~ V
C w~ w z wb D CLEARING LIMITS
2 zp ~ Jp J J r
b Q o 1z' ~ TO z ~b o ~ i I_FARING LIMITS
p op . N
~ ° MUM N ~ ~ MpXt b CHANNEL EXCAVATION TYP. Q ~ b ~p W
~ $ ~ X Wr ~ \ ~ ~ y,~y ~ ~ 6' TOP 0
~ ~ Tr1 ~~1 ~ J TCH TO _ ~ m OI SILT FENCE ~
tit SILT FEPICE ' EDCE OF m~ ~ i ~ ~
ACCESS w f- Y~ Z ROAD
~ Ja
~ l ~ / l l I,A w w U
~ ~ ~ _ Z
f:~~~,, ~ ' i ~~A~~, 1 NOTE: 4:1 4:1 f ~ z
rr ~ ~lr ~,i~'~~~ 4 • ~ SEDIMENT FENCE MATERIAL MAY BE USED ~~//~~y~ DRIVE STAKES FIRMLY INTD GROUND-AT L AY BE usED Ta BuILD FENCE. 6 GRAIEL CONSTRIfCTI0I1 ROAD Q M 1 l ~ - D GROUND-AT LEAST 1z PER CONSTRUCTION ROAD (J3
Y ~yl/1 ~ VrlJ\ ~1~,~ij~~"~,. STABILIZATIOPJ w ~
I~~IIA1v " a Q W
W THIN OVERBANK EXCAVATION OUTSIDE EXCAVATION I (NATION 1 ~ 2~ 1 2:1 P P 1
f , ..h~,~~r,
2•~ 3 TREE PRESERVATION TYP .
~ P2P5 NOT TO SCALE I,
P3 PLATE
1 NUMBER
P4
x TYPICAL CROSS-SECTION
P-5
rcr~ NUI IU SGALL '
P3 SHEET 6 OF 31
P4

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? - ~1.~ ~ ~'1 W / 1 , C/L I~JTERSEGTIONS OF - ~ a \ ( 1
~ i a. L ~ ~ z ~ ' ? r r ~ 0 SOIL ROAD ~t~1D NC HWY ~ 1'
£ ~ ~ ? yl. ~ ~ ~ ~ / y - ~1 ~ a o
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P ~ ~ l c ,~PPRCXIMATE SCALE IN FEET '1,i,
r~ / s U C/L INTERSECTION BRIDGE / i W
OUER CAPE FEAR RIVER ANDS / ° F f ; l
~ ~ i~~ ~ ~ P~1C HWY 11 2,00 ~
~ r~ I: ~ ~
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i Z F+~ ~ a z J `°n°d
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z 0 ~ z~U w z w w ¢~Z.
o H ~
c ~ ~ z ~=N G ~ ~ N ~w Qi ~pz E"i 3~'~
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~ ~ mY ~
o a o a o 0 0 W w Y 0 a. ° ~ o ~ ~ U
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0 oa ~ o0 2 ao o ao 0+00 1 X00 ~.+00 0 so WW ~Q
y.~ ~ ~
HORIZONTAL SCALE - Q~ Z Z w
0 4 8
NOTE:
BRIDGES SHOWN ARE TO BE PLACED OVE LACED OVER EXISTING BRIDGES FOR DURATION 1lERT A a w i C L SC .LE
g - _ _ OF PROJECT, THEN REMOVED. BRIDGES i U BRIDGES PER BAILEY BRIDGES, OR EQUAL.
SEE PLATE # S-1 FOR BRIDGE PLACEME E PLACEMENT INFORMATION.
FOR BIDDING PURPOSES, THE FOLLOWIP 1 FOLLOWING BRIDGE LENGTHS SHOULD BE USED: NOTES:
~ #1 z 30 ` 1. ALL ELEVATIONS ARE BASED ON THE COE MONUMENT
a a #2 z 50 "COE 1-3" LOCATED ON THE CONCRETE L PLATE OCK AT
#3 z 4 ' 0 LOCK AND DAM NUMBER 1. ELEVATION 20.09 NGVD29 . NUMBER
~ )
+1 + r + ~ #4 ~ 50' a ~a ~ as ~ ~c 3 a~ 2.ONE FOOT CONTOUR INTERVAL.
3. ALL COORDINATES ARE BASED ON NCGRID fNAD~.41 -
SHEET 7 QF 31
REFERENCE; INGRESS AND EGRESS EASEMENT SURVEY AT LOCK AND DAM No.1, BLADEN COUNTY, NC, BY McKIM & CREED ENGINEERS, P.A. JULY 12, 2001.
TOPOGRAPHIC SURVEY AT LOCK AND DAM No.1, BLADEN COUNTY, NC, BY McKIM & CREED ENGINEERS, P.A. JULY 12,20G1.

A B C D E E F G H
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fl`~ SCALE IN FEET /
oa oz F S 2~•2f ~ ~ 736.f2 Q
~ ~
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LEGEND 0oP } Z 01Y
~ I PROPOSED CHANNEL CENTERLINE Yp ~ J~ W
W ~ ~w H
~ TOP OF BANK w
r Q CROSS~ECTION ~ SURVEY LEGE~JD z~
u~
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1 "COE 1-3" LOCATED ON THE CONCRETE LOCK AT ® CONCRETE MONUMENT FOUND
LOCK AND DAM NUMBER 1, ELEVATION 20:09 (NGVD29).
2.ONE FOOT CONTOUR INTERVAL. PLATE
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REFERENCE; INGRESS AND EGRESS EASEMENT SURVEY AT LOCK AND DAM No.1, BLADEN COUNTY, NC, BY McKIM & CREED ENGINEERS, P.A. JULY 12, 2001.
TOPOGRAPHIC SURVEY AT LOCK AND DAM No.1, BLADEN COUNTY, NC, BY McKIM & CREED ENGINEERS, P.A. JULY 12, 2001. SHEET 8 OF 31
SURVEY OF SHOAL MILE No. 36.6 NEAR LOCK AND DAM No.1, BLADEN COUNTY, NC, BY W.W.W. AUGUST 16, 2000.

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H REFERENCE: TOPOGRAPHIC SURVEY AT LOCK AND DAM No.1 BLADEN COUNTY NC AREA SHEET 9 OF 31
A A BY MGKIM & CREED ENGINEERS, P.A. JULY 12, 2001.\ ~ Qia"E ~,d„F a"E

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REFERENCE: INGRESS AND EGRESS EASEMEN :SS EASEMENT SURVEY AT LOCK AND DAM No.1, BLADEN COUNTY, NC, BY McKIM & CREED ENGINEERS, P.A. JULY 12, 2001. SHEET 11 OF 31
TOPOGRAPHIC SURVEY AT LOCK EY AT LOCK AND DAM No.1, BLADEN COUNTY, NC, BY McKIM & CREED ENGINEERS, P.A. JULY 12,2001.
SURVEY OF SHOAL MILE No. 38.6 MILE No. 38.6 NEAR LOCK AND DAM Not, BLADEN COUNTY, NC, BY W.W.W. AUGUST 16,2-000.

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NUMBER
1. ALL ELEVATIONS ARE BASED ON THE COE MONUMENT
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LOCK AND DAM NUMBER 1. ELEVATION 20.09 NGVD29 .
2. ONE FOOT CONTOUR INTERVAL. SHEET 13 OF 31
3. ALL COORDINATES ARE BASED ON NCGRID (NAD83)

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SHEET 17 OF 31

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5 i 2.ONE FOOT CONTOUR INTERVAL. ! ! j E
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~ ~ 1, ALL ELEVATIONS ARE BASED ON ~ ~ ( k ~ i r F__.__. THE COE MONUMENT COE 1-3 _ Y_ _ s ___w F. 0 ~ Q ~ ~ _ _ - _ - EXISTING _ _ _r_ ~ . .,_w
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k € ~ 3 5 ~ ELEVATION 20.09 (NGVD29). ~ ? U
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I 3, ALL COORDINATES ARE BASED ~ i f ~ t i
ON NCGRID NAD831 f I ( / i 0
1 Q 0 0 0 0 SPAWN SEASON MINIMUM
CHANNEL FLOW 33B CFS PLATE
- + 0 0+00 1+ + + 10 + 0 00 1 00 1 00 1+ -1+00 0+00 1+00 NUMBER
SHEET 21 OF 31

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~ nnv eun neu ~u u~nrn a r~ r1 lATl/1\1 nn n.. iu~~a-..,.,~ f - / /
1 UJ%-^ hUVU U/AIVI IVUIVICSttf I. tLtVHI IUIV LU.Uy kNuvULy) I L
SOUNDINGS 2. ONE FOOT CONTOUR INTERVAL.
REFERENCE: TOPOGRAPHIC SURVEY AT LOCK AND DAM No.1, BLADEN COUNTY, NC, BY McKIM & CREED ENGINEERS, P.A. JULY 12, 2001. SHEET 23 OF J31 3. ALL COORDINATES ARE BASED ON NCGRID (NAD83)
SURVEY OF SHOAL MILE No. 38.6 NEAR LOCK AND DAM No.1, BLADEN COUNTY, NC, BY W.W.W. AUGUST 16, 2000.

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REFERENCE:TOPOGF ME: TOPOGRAPHIC SURVEY AT LOCK AND DAM No.1, BLADEN COUNTY, NC, BY McKIM & CREED ENGINEERS, P.A. JULY 12, 2001, SHEET 24 OF 31

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C 23 239685.07 2213209.38 M ti 1~ ~ J ~ ] n Qua ...........................ti... - 4 COO--~ ~ . CONCRETE ~!y vESPLANADE ~ - ~ ~,~I ~ ~ f

~0 24 239770.7 ~ 0 8 2213105.14 z~z~ 25 7 a NH
2399 7.63 2213154.55 S 2~'2t'05"E 7 3g.y2.
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28 240046.98 2213313.05 0~P
29 240059.05 2213338.04 T
30 240096.42 2213409.32 0 100 200 300
3t 240193.03 2213490.93 Z Z
32 240384.13 2213325.70 SCALE IN FEET L
33 240381.17 2213228.94 O SURVEY LEGEND ~ h.,
34 240384.76 2213202.06 Qc
CHANNEL CENTERLINE 35 240390.14 2213176.08 • HORIZONTAL AND VERTICAL CONTROL. PO T } ~ ~ IN mY }
36 240399.29 2213127.31 LEGEND U
37 240492.19 2213043.07 _ HORIZONTAL CONTROL POINT Y O .J
38 240541.60 2213035.43 I~ N ~ PROPOSED CHANNEL CENTERLJNE ~ J 0 IRON PIPE FOUND w Q
:i 39 240591.p1 2213027.78 m~ ~
40 240747.93 22129 .17 TOP OF BANK 06 CONCRETE M ~ m Z ® ONUMENT FOUND Q
• 41 240783.93 2212828.62 ' 3 ~ CROSS-SECTION Z~ N
42 240765.31 2212774.64 ~;7 • u. ~
43 240732.41 2212662.34 ~z•° LARGE TR - " EE pIAMETER TYPE w O
~ 44 2407 .6 98 6 2212551,48 ~ z U
1 ; 45 240722.99 2212434.64 NOTE S.
" 46 240696.53 2212423.19
1. ALL ELEVATIONS ARE BASED ON THE COE MONUMENT 47 240667.35 2212408.23
COE 1~ LOCATED ON THE CONCRETE LOCK AT 48 240643.61 2212387.58
" LOCK AND DAM NUMBER 1. ELEVATION 20.09 (NGVD29 . 49 240623.06 2212367,44 ~ PLATE
_ _ n nAlr rnnT nnurru in All 11AQ[~
CROSS-SECTION LINE/ INTERSECTION OF 50 240597.17 2212348.41 c,viv~ ruvl Uulvivum IIVIttjvAL. ivvrviuj~n
3, ALL COORDINATES ARE BASED ON NCGRID (NAD83) CHANNEL CENTERLINE 51 240533.96 2212300.97 AND CROSS-SECTION LINE (SEE CHART FOR COORDINATES) 52 240500.96 2212260.73 REFERENCE: INGRESS At
53 240491.95 2212252.31 TOPOGRAPH INGRESS AND EGRESS EASEMENT SURVEY AT LOCK AND DAM No.1, BLADEN COUNTY, NC, BY MCKIM & CREED
TOPOGRAPHIC ENGINEERS, P.A. JULY 12, 2001. SURVEY AT LOCK AND DAM No.1, BLADEN COUNTY, NC, BY McKIM & CREED ENGINEERS SHEET 2 , P.A. JULY 12, 2001. 5 OF 31
SURVEY OF SURVEY OF SHOAL MILE No. 38.6 NEAR LOCK AND DAM Nat, BLADEN COUNTY NC, BY W.W.W. AUGUST 16, 2000.

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1 1. ALL ELEVATION; L ELEVATIONS ARE BASED ON THE COE MONUMENT ® CONCRETE MONUMENT FOUND
"COE 1-~" LOCA DE 1-~" LOCATED ON THE CONCRETE LOCK AT
LOCK AND DAti CK AND DAM NUMBER 1. ELEVATION 20.09 (NGVD29). PLATE
2.ONE FOOT COf VE FOOT CONTOUR INTERVAL. NUMBER
n ei i nnnnn~nin- I f~A/11'11'11AIATC[+ A[1C ~ADCt1 AAI AI!'~/~~I~1 (AIAI'10M
J. /iLL IiVVRU1IVH .L IiVVRU1IVHICJ hnC DIiJCU viv ivvuniv pvnuw~
REFERENCE: INGRESS AND EGRESS EASEMENT SURVEY AT LOCK AND DAM No.1, BLADEN COUNTY, NC, BY McKIM & CREED ENGINEERS, P.A. JULY 12, 2001. SHEET 26 OF 31
TOPOGRAPHIC SURVEY AT LOCK AND DAM No.1, BLADEN COUNTY, NC, BY McKIM & CREED ENGINEERS, P.A. JULY 12, 2001.

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DRILLING LOGS. DETAILS OF THE GEOTECHNICAL BORINGS ARE SHOWN SHEET 27 OF 31
ON THE DRILLING LOGS ATTACHED TO THE PROJECT SPECIFICATIONS.

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i .I ; ~ ~ i j ~ f 1 I ~ f i ~ t E i 4 ~ i _ € I S ly ~ i Y i x t N ~ - ~ ova ~ I ~ ~ ~
tl f t f i f E E ~ I ~ ~ ~ t ' ¢ I i i f ; i q F I ? z H+ML APPROXIMATE WATER LEVEL AT a w ~ I C
i ,,y~, 1 ....~.._,..~..k.~...__.~.._ ..~a _ ~ A t i E 11 e q ~ ~j f ~ 1 ~ ~ k € ' ~ s ~ , i I MAXIMUM SPAWN FLOW a I ~ ~ I NH ~ a
i ~ ` ~ i i k x i I k g f i f i ~ ~ ~ i ~ ML ! E ' ~ O PP MATE WATER LEVEL AT A ROX]
j > 1 ~ , ~ ~ ..~-.,:.zr.~,F.~...n_..,s~:,u:;.«-a,. },:a., . ...n,.~ .5frr~-.nom, ..,,.,..„~.-v- . .~K».~.,.~... ..,~sx „~...,~~~,.m i ~ i ~~G-~~~.a i MINIMUM SPAWN FLOW
t F r ! i 2 I E ~ 3 { ~ WOH ~ ~ ! f 4 i ~ ` ~ t ~ ; ; s I ~ ' SP-SM ~ i 4 4 ~
M f € t ~ l ! f ~ i 1 8, f i 4 A A I 2 z I k _ _ _ _ ~ T a STABILIZED GROUND WA ER ~ r___.. ~ SP
_ ii . A _...f ~ .._...._.y..~.. _ ..,,,,L.. .....df_,. ~..........i a- d ,..,.,-...~._.s... a _ ~ i I ~ ELEVATION AT TIME OF r ! ~ j 4
2 6 f i i i { ( ~ ~ F 3 f , E ~ ( ~ ~ i ~ ~ ~ i i P ~ ~ f ~ ~ I i ~ ~ BORING ~ s ~ J Z y I
WOH ~ ~ ~ ~ i 13 ~ i ~ j ~ 1 > e _ q a r. ~ ~ ' CL I__.___ _ ~ EXISTING ~
f i f 2 ~ r I f t i I { ~ 1 ? ~ I ~ c i k f ` $ f ~ ~ ~ t y i I I o GROUND SURFACE o e ~ ~ w CH ~
p k ~ ~ i I~ l f ~ q j t i ~ € 9 r s ; J ~.._.___m__._j..____._._..... a J
.._..,.__a. ; ~_a_ a. ~ i s ~ ~ [ _ ~ 7_._,_.~..~._.__.. , m{ ~ ~ ~ ~ Q j ; ~ a~ Q f SM ~ Z U
i i r 1 j I : s ~ a f ~'7 ~ i k ? ~ ~ ~ ~ ~ j ~ mY -ZW
~ i ~ r ~ r F ~ ~ ~ 4~ r ~ , Y ' ~~4_ l ~ ~ ~ n_ _ ~__m. k ~ M I ~ y S ; f { 4 a ~ .._.1~..., r ~ k , i ~ f ~ WV __v.___~ _..r._ CL+ML Y~ ~ LL a~
9. i i E ~ ~ ~ f I 7 ~ ~ ' I s -J ~ U - ~ - W
J ; ~ g 1 i s I 0 w C71- oc ~ rl
i F ti f ~ Z 0 t- ~ ~ W
4 f ~ 1 i ~ ~ 1. ! i t ~ i ` + S ! a 1 ~ 1, i € 1 I w Q J Z~ i I ~ i {
tl z 3 D
___..H ....__,,,~.n._ _.1..____ _ . __,_._,_.f _ _ i. .,.1.~__ ~ ~m, _ _ _ _._~~.d. _ m_ _~_m__. _ 0 40 80 0 4 8
+ 4+ 0 35+00 3 0 + 33 00 + 32 00 + 37+00 w 36 00 a
+ 31 00 30 00 HORIZONTAL SCALE. FEET VERTICAL SCALE FEET v
NOTES;
1. ALL ELEVATIONS ARE BASED ON THE COE MONUMENT "COE 1-3" LOCATED
ON THE CONCRETE LOCK AT LOCK AND DAM NUMBER 1. ELEVATION 20.09 (NGUD29).
1 2.ONE FOOT CONTOUR INTERVAL. PLATE
3. ALL COORDINATES ARE BASED ON NCGRID (NAD83) NUMBER
4. SUBSURFACE INFORMATION HEREIN IS ABBREVIATED FROM THE
DRILLING LOGS. DETAILS OF THE GEOTECHNICAL BORINGS ARE SHOWN P-27
ON THE DRILLING LOGS ATTACHED TO THE PROJECT SPECIFICATIONS.
SHEET 28 OF 31

G H F
A B C p E
~ ~ t~ e~? ~
a ~3 F~ _ -
r
0 0
0 0
~ ~ ~
s ~ ~ ~ a 0 a ~ n a
~ - - ~ tJ
~ ~ eQi ~ \
PRIMARY METHODS USED IN THE CONSTRUCTION OF THE CHANNEL ARE: / \
~ \ \ ~ n t
TREE REVETMENTS AND ROOT WADS: WHOLE TREES ANCHORED AND CABLED ALONG A BANK EROSION ZONE. ~ ~
1 ~
LIVE CUT I GS: LIVE CUTTINGS SHOULD BE FROM RIPARIAN SPECIES OF PLANTS - PLANTS THAT WILL ROOT AND FORM NEW PLANTS BY SIM "~-~~3.~KING EIR STEMS AND BRANCHES INTO SOIL. CARE SHOULD BE TAKEN WHEN PLANTING SQ THAT THE "ROOT" END OF A CUTTING > BY SIMPLY ~ ~ ~ ~ Z
o ~ ~ a ~ 0
of.,, 0 N
IS THE E AT IS STUCK INTO THE SOIL AND NOT THE BRANCHING END. n ~4.~ V o
POLES: LARGE "LIVE CUTTINGS" OF BRANCHES OR TRUNKS DRIVEN DEEP INTO THE SOIL. POLES SHOULD BE 3 TO 6 INCHES i v-w' \
IN DIAMETER AND 6 TO 8 FEET IN LENGTH. AT LEAST HALF OF THE POLE SHOULD BE DRIVEN INTO THE SOIL. \ ~~o
1 o
FIBER BLANKE S: BIODEGRADABLE OR SYNTHETIC BLANKETS ARE TEMPORARY UNLESS USED TOGETHER WITH "LIVE CUTTINGS"• t, m
~ ~ 1
0, ~ ~ °
5 EXAMPLES F RI RIAN PLANTS ARE WILLOW. COTTONWOOD. DOGWOOD (CORNUS SPECIES), ~
~NUM~ a
BERRIES ( BUS PECIES), ~"f' ELDERBERRY (SAMBUCUS SPECIES) AND SOME SPECIES OF~VIBURNUM. RIP RAP WITH LIVE POLES o ~~o ti a
INVENTORY 0 ON ITE SPECIES SHOULD BE CONDUCTED TO CATALOG QUALIFYING SPECIMENS. n ACED } ° o~ RANDOM SP oQ I
- PER SQUARE YARD ;O 2 4 ~ ~.1
0 ~ ~
1 , ,
i
~ i ' I Z
~ ! Oo s
~ y REVETMENTS ~ i ~ ~ TREE °
1 1
STEPS ~ o, i l ( ~
l
~ n j
/ m
EXCAVATE CHANNEL s QP E / r ~ ~ 3 / / t O~ /J
i 1 v /
4 ~S' 2~ ~ ~ ` - ~d ` ~ m
r~ ~
S~ ~pF ~ o BOTTOM OF °m Z ~ 0 r~ O
CHANNEL ~ m cv j~ y
W C~N
4' ~ O a O Q - ~ w ~ ~
f % g z ~~a w
- ~ - ~ a t- F ~Ja ~
2 ~°f i 1
f ` Y / f~ m
0 0 ~ ~ ~ W N
PLACE R I P RAP s~oPE ~ ~ Z 67 t i`r cn U Y U ~
~ ~ 0 W O U a o 0 ~ 2 0
~ 2 P2 ~
S~ o'OF H H g
BOTTOM OF a ° E- /~~~"jjr d a Z U Z ~ ~ NNW
CHANNF~ ~ aoan~
3 ~ cn d ~ ~ t"'1 ~*+m3 Cn ~ ~ ~~3
-WQ W~o..- ~ W U raw
3 Z ~ ~o~ _ w~N
a,,. W C~3 = H ai~' m W Z h` w Tk ~i LL3 Z W ~
LL O~-~ wad
INSTALL POLES I c.~c~`'~~ Z ~ 2iQY~ W ~ ^ >mu
OF LIVE CUTTINGS 4: HaW
SCOPE 1 P2 ~ N P2 P2 NOT TO SCALE ~ ~ ~ 3F~
~ Q Z ~ ~~Q Qv~ ~ W~~
~I P3 P3 ~ YEN
2• - a ~
a
5~~~'F BOTTOM OF NH
CHANNEL,, ~
4
c~
r z a -
2 PLACE ,~fi~ Z z
TREE REVETMENTS w ~ _
o C~
BETWEEN POLES s~oP~
a~ a~
m ~ W U ~ ~
YO ~
J -
~ 5~~~'F BOTTOM OF w¢ Z Q ~ ~ - LL!
CHANNEL t ~ ~ W
z~ W
w ~ ~ ~
w Z
a. W
U 0
CQ
2 CONSTRUCTION SEQUENCE
1 2 P2 NOT TO SCALE PLATE
NUMBER
SHEET 29 OF 31

F G H
A B C D E
4
NEW PREFABRICATED BRIDGE c SEE NOTE 1 BELOG^~ ) S1 S1 ,
2 i
~-EXISTING CONCRETE Q
~ P~tNEL BRIDGE TO REMAIN ~ ~ ~
EXISTING GROUND PLAN VIEW ~ " ~
,SURFACE SPAN! ~i~4R I E~ ~ % NTS ~
LX12 PILING OR ~ z
- '•f :l.::t ,t.` ~;n.: rtr •.1}n'i\:. .t}. ~i~'=;'s':~~r .i: •ra r'~wtt,'..\~:'''•t'.rt: "+':t~: '.l: ;.1:'t': f.._ - _ - _ EQU1 W H EQUIVALENT (TYP.) ~
---II---I ~ a-I - - _I 1I- -fll- - -III- - - - - - w ut
- - ~ - - - - - - - =1 I I-I i I-III- I I-III-~ -III-III-1 I I-111-I ~ ~-I _ 5 u ~ ~ a 1 ' -11 ~g (TYP ~ x Q
' 1= ~-1 I I-1 I I=1 I I=? ~ ~=i I I=~ ~ _III-I I I_I I I_I I I-III-~ f l-I , I-1 I I=1 11=I ~ ~ ~ a w
I II 11-~. ~ - -I I 0
- - - =III-III_ _III-III-~ f i = _ 1 _ 1=' r~ ~ O i ( I
-III-?,.
I_ _ _ ,_III-II Tc III I~~ TOP OF BANK ~ ~ TOP OF BANK - -
f If
I _ = I 1=11=1I 1= l i=11I=1 11= ICI III I Z e
1= _ _ _ _ - _ -1 l-1 I I-~ _ _I I- I I-III- . i t _III a
• ' ' ~ - I I- f hI I -1 I ~-1 I- I-~ I O O O
I'=111-11~ 1 I-i ~ ~ • , ,-I i I I °
O O ~
C~ N
- SING RDS TE RIDGE C RI A D B FAB PR ROFILE P °m r
5 NTS
94.56 ` - 46 SHE T 7 W E PILES (FISH ExIT, ,
0
226.55' - 115 SHEET PILES (DIKE) a
(SPAN vARIES- SEE PLATE # P-5 FOR BRIDGE LOCATIONS aND SPardS) 155 -9 - 79 SHEET PILES (EXISTING STREAM)
2 SHE PIL S IN TALLATION
S1 P2 rJTs
P3 Z
,Q~REA TO BE DRI~I~N . DR I /~N DDWN
AFTER CHANNEL CONSTRUC CONSTRUCTION 21 ~ W
IS COMPLETED AT FISH AT FISH EXIT ° 22
23
5 SHEET PILES EACH SIDE TYPICAL
' H SI o 1.97 ON EAC DE TO TOP OF BANK ELEV. m
4 TD 15 F I IJAL ELEV. \ ~
1 `-1158" (TYP. ) rYP . )
61.07` - 31 PILES a
TOP OF BANK TOP OF BANK oZ
- TO f3.75' FINAL ELEV. 0
1 - S CRQS iNG CAT~fl I BGE ABRi BR P EF EW R AN UI L w
NTS e ~ O wo C ( I ~ v r ~ ui
P S1 1-T'i•'i T-~1'T'r1-T'~,'T'~'1'T-~~' o ~ "'~F
1 1 1 1! t l l l i l l l l l l l l l 5 z ~ 11 I I I I I I I 1 I I I I I I I I ~ ~ Z vQi r r- I
I i l i l l l l l l l l l l l l i l l ~ o ~Joo I I I I I I I I I I I I 1 1 1 1 1 1 1 a ~ :aa
I l t i l l l l l l l i i l l l l l l I I I I I I I I I I I I I I I I 1 1 1
NOTES: I I I I I I I I I I I I I I I I I I I m
1) JEW BRIDGES TO BE PLACED THEN REMO~tED AFTER COP~IPLETION OF THE PROJECT. 1 1( 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 w > ° I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ~ m
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Y~ ~q 1 1 1 1 1 1 1 0o U'a o0
2) BRIDGES TO WITHSTAND HS-20 TRUCK LOADING. I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I i l l l l l l i t l i 1 1 1 1 1 1 1
1 1 1! 1 1 1 I 1 1 1 1 1 1 1! Y 1 I
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ~ I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 I l l l i l l l i i l l l l l l l l l l ~ I l l i l i l l l l i l l l l l l l l l l ~ I--! a o
3 l i i l l l l l l l l l l l l l l l l \ E' ~
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LX12 PILING OR U Z ~~W 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ~ ~ I I i l l l l l l l i i l l l l l l l l EQUIVALENT ~~o W~'~m3
~!~r~rr~a~rr~a~r.r~a~rr~a~~r~a~~.~~~ (TYP NOTES : ~ w °C a W ~ 0~3
1 ' -6'• ~ulU h~W Z ~ ~o~
lil~N 1.AT FISH EXIT, DP v I-+~'a-~ ,I E PILES 1 FOOT BELOW WzF H a~~
1 ~!4' EXISTING WATER LEVEL HND HLLOW FLOW z a
n W~~ z Z TO ST,-,B I L I ZE FOR 4 HOURS THEN DR I UE z t~ Z~~
~ 0 P ILES APNOTHER FOOT. PROCEED WITH THIS ~ z ' w aNz
H W CYCLE UNTIL PILES ARE DRIVEN TO DESIGN } ~ ~ z ~Z~
i, ;-PZ38 WITH F ~ r Fk_ANGE N K N AFTER FISH PASSAGE ~w< ISH EXIT F DEPTH. ~oz E-I 3~Q
PLATES 3 - 3 d ~ - • N IS C MPLET ~ ~ Y TI 0 ED N STRUC ~ CON
~ ~ H o~~
P2 S1 P2 S1 2. AFTER FISH EXIT PI S ARE DRIUEN TO = - p.,~ o~~ NTS ~ ~ DES I Gi~J DEPT W FLOVu TO STAB I L I ~E d, ~ W
P3 1'-0" P3 FOR 4 HOURS TH AT PRO x CEDURE N H
P21 D AT THE INTERN IATE I T.
3 „ P21 !8
P2 P2
P2 P2 k, 4~ 4~
2
F
.it.f~ i,~ ~ 6 -15 YP. H T z
B Q
a ~
1 ~ ~5"X13" PLATE (TYP. 4 U~ Z J Qc
~ c~ Q
m~ ~F- ~ Z~
DESIGNATION DRIVING DISTA CE WEIGHT WEB SECTION MODULUS AREA MOMENT OF INERTIk SECTION B H D T F Wo
PER PILE THICKNES INCHES INCHES INCHES INCHES FLAT OF Y ~ J~ dW
(PJOMIrJAL) (PJOMINAL } (NOMINAL) PAN ww C'3 ~ > i- p
PER FOOT PER SQUARE PER PILE PER FOOT PER FOOT PER PILE PER PILE PER FOOT INCHES W- Q W tr
FOOT OF WALL FOOT OF VdALL FOOT OF WALL WITHOUT FOOT OF WALL LX'12 23.62 12.2'1 0.38 t~.32 '15.20 z = m
WITH FLANGES FLANGES u~ ~
SECTIONAL WEIGHT WEIGHT COPv9BINED SECTION w - a
ARLA P~OMENT MODULUS Q
LBS LBS IN IN3 IN3 IN3 IN2 IN4 IN4 IN 2 2 OF ~ INCH;FT LB/FT LB/FT
P~38 WITH. OF WALL INERTIA IL1CH~'FT OF WALL H?,
FLANGES 18 57.0 0 38.0 0 3/8 70.20 46.80 107.60 16.77 421.20 280.80 INC FT
6.42 42.85 21.74 137:.1 22..47
PLATE
NUMBER
5 TA L P LE SH T ~ HEET PI _ L DETAIL
A A A I T!~ C~ CSI AITC
J.IJI ivi~
SHEET 30 OF 31

A B C D E E F G H
Iy NOTES: ~
1. ALL STEEL STRUCTURAL TUBING SHAL M L EET ASTMM A53 GRADE B, A500 GRADE B
6 F~; OR A501. ALL STEEL STRUCTURAL TUBING AND ATTACHED PLATES SHALL BE
STG HOT DIPPED GALVANIZED I N ACCORDANCE WITH ASTM A123 AFTER ALL WELDING ~
r - ~______y_ - ~ k ~~T AND FABRICATION HAS M BEEN CO PLETED. ALL STEEL PLATES AND BARS SHALL BE
- - ~ t:,, , E FABRICATED FROM STEEL MEETING ASTM A36.
c
~ TS ~x~x,25tw 2. ALL BOLTS SHALL BE BOLTS MEETING ASTM A307 WITH HEAVY HEX NUTS MEETING
~ . ~4~ ASTM A563 AND HARDENED STEEL WASHERS MEETING ASTM F436 UNDER THE NUT
Y~ ' AND BOLT HEAD. ALL NUTS, BOLTS AND WASHERS SHALL BE HOT DIPPED
~3 t GALVANIZED IN ACCORDANCE WITH ASTM A153.
sl ~f ~r<r~Y 2 I PIKE s'~.;~,aLV;
i nlR~crlon~ ~CELI'Ef~ Nis i S 2 S 2 3. ALL CONCRETE. SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. o
D
pIPE ~ 5~0.(~ALtiI SSE 4. ALL STAINLESS STEEL WASHERS SHALL BE FABRICATED FROM TYPE 304, 304N, 316
S2S2 ~ PL~iN OR 316N ALLOY MEETING ASTM A666. WASHER SURFACES SHALL NAVE A SURFACE
P4S2 FINISH WITH A MAXIMUM ROUGHNESS OF 125 MICRDINCHES IN ACCORDANCE WITH
ANSI 846.1. IF MACHINING IS REQUIRED TO OBTAIN THE DESIRED FINISH, IT SHALL
BE DONE IN A CIRCULAR PATTERN. BOTH SURFACES OF THE SS WASHERS SHALL
BE HEAVILY COATED WITH NON-WATER SOLUBLE GREASE DURING GATE ERECTION.
5 ~ ~~_^a, ~ ail m ~ WIPE :i S~L~
5. PADLOCK SHALL BE SCHLAGE OR APPROVED EQUAL. LOCK SHALL BE KEYED
rs ~x5x..2so 6,_~p . I s -s I --.---_~~~M.m TO MATCH LOCKSETS FOR BUILDINGS.
~ . -
~ I • 6. CHAIN SHALL BE T ~ S AINLESS STEEL TYPE 304 OR TYPE 316 AND SHALL BE
• 3~$" IN DIAMETER WITH LINK WIDTH TO ALLOW PASSAGE OF I~" BOLT. ~ 2 ~
A ~ ~ R~WY HOOK BOLT SHALL BE OF ZINC PLATED STEEL WITH HEX NUTS.
S2 S 2 ~ ~ -t-- .
- ti ~ ~Tn+~~ I 1PE i i/2 5 ~L ,
NI ~ ~ 1
~I ~ { ~
~i is S25~ 0 ! ~
i I I ~ I I I `YP 7~'P ~~IPE 3 STD(G ~ -
I ~ i I ~ ~ ALA) I I ~ u ~I A. 1. D~K B Di
~ G ~ I I J _ _ -..__,~_.._....~T ~ %
( ~ ~ I ~ R ~ I - - - -------t - ' ~ i 4 r GA `F , ? ~S ~f~AlPv
~ I , f it 1 I I
i l I ` i ~
~ ~D I I ~ I I ~ f P` ,5 S i D(t~rAL~lj I r ~ ~ J ¢1 i •
4 I ~rl I I i.~ ~ I ~j
i iD ~ I ~ ~ '.i rl I i G E ``,,r
- - ~ L6xdX~I~ I
PI~F ' il'? S~D((AI.V) _______-._~.RC?A~W,",'f` 6~-~J" 2'-0" SHGULJLh , _ _.u,._~...______._~..... a
~ ! , , Z ~ ! ; ~ ~ ~
~ l ~ \ ~ ~ b' 3
~ ~ _ ~ `3t~LT w r i ~ o
E ~ f PL . m ~ I ~ _ ~ . ~ .
~_1~, _ i----J~-1---=-~ I f ~ W c~ ~ W ~ ~---~•~---1- g z ~ a
~ v ~ f' ! I ~ ~ ~ ~~g g
B ~ I ¢ (7 O ~ ~ ;aa
~ 33a0 PSI C~NGRETE ''"YP - ti ~ I i ! I { i I _ ~
~ ~ I S2S2 . ~ ~ ! -----1r m f ~ ~ r W
PLir4x4' 2x~i'2 ~ „ . , ~ r>~ 2 ELE1~A11~I'~ ~ ~ , _ a f , i, Z m 1 - G c~ ~
c~ _ _ ~ °Li 4X~xs / _ Q W U S U ~ F I ~ O~ U a O o
S2S2 I"=, a ""1 j 1 i ~ ( Z
7YU n'i ;~s ~ i ~
a F
3 Za ~ I Q f.-, o
- ~ ~ y, NNW FJ ~yd
J r.~1 n
1,f4 X 3 T1~" DP.. 5:~ w,4SHER / ~ w 0 W ~ oaw
~ ~ ~ ~ Z U ~o~ r Z W~N
Q~~~L. ~ - Z.. W ~ = TH o~W y W Z~ V E a~3
i ?L 1 4 Z p ~ ZN(~j
< "'S 5 X .250 I~lF "a~ . 3 V E 3 GOAL ~ W Z ~ a"i
3 (n o F =vW
°PESS FI" E3A,R T-{RL Pi~'E Ea`iD N"~, T~ 5252 ~~A7E /Gy~~ M ¢ N flat ~ T•hf t!~ LL O ~ ~ }F~ 5 ,,,,G,~L Q U - • Wok
~ 1r'~ ~ ~ z~N
. ~ PIPE 3 ~ Q., Q a
AIL IN SECTI{~N I~ET s A ~ ~ ~L 7 ~ry~ ~ g S^ Y. ~ W
f NH
S2S2 3" ~ ,'_U" s 's a~~o x c' X14.. t !
1
I
u 2 n. 1 1 l~ I •
4 3~4 ~ , t 3 /4" a j ~ i f
( } ~ i P[PE 3 STD. GA:.V y 1 ~ ~ 0 i a Z
Q i i CC
I I i '~i j G ~ ~
f l I ~ ~ x , i ~ D A. S,. W.AS~I~R u~ c~ x ~ ~ ro ~
~ W ' ~ to Y
- ~~X4X~/~XO--~(CRL.~ i~f i ~ ~ -~i wU
I Y ~ W i ~ ~
I 5/d. ~ F- w ac
~ > (3
I NOL£ F ~ W
~ ~ i /z ? A P.3u 7 JCL FOR CCK (l._('~'~h+F_'R` Z ~ Q. FO~i fiA3 11pPERr - _ - u~ d
( w
w
Q U
- ~ET`AIL 6 C t~ETA1L
3 SEC~1t~N
1 S2S2 S2S2 ~ ~i S2S2
PLATE
NUMBER
SHEET 31 OF 31