W912HN-13-R-0018_V3.PDF
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- The US Army Corps of Engineers, Savannah District Savannah Harbor Dissolved Oxygen Injection System.
- Solicitation number
- W912HN-13-R-0018
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I I I I I I
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
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A
1 2 3 4 5
SAVANNAH HARBOR EXPANSION PROJECT
DISSOLVED OXYGEN INJECTION SYSTEM
SAVANNAH, GEORGIA
FY 1 3, L I 11 3006
SOLICITATION NO. W912HN-13-R-0018
CONTRACT NO.
VOLUME 3 (DOWNRIVER ACCESS ROAD)
US Army Corps of Engineers Savannah District
SIGNATURES AFFIXED BELOW INDICATE OFFICAL RECOMMENDATION
AND APPROVAL OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET.
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IONSLOII NORTH! ~~)===ff-ff==\i~==!§~~~~o=, D/SPOSN._ AREA 7 N-~
PORT W£1ff'(t()RT"H TURNING BASIN~-.\!~ \1'-
STON£ CONTAINER CORP.
GEORGIA PACIFI C CORP.
VANNAH ELECTRIC POWER CO.
OAT WENTWORTH GENERATING STATI ONJ-_::~2
ATLANTIC WOOD INDUSTRIES.
SAVANNAH FOOD & INDUSTRIES
KOCH ASPHALT CO.
';6 GEORGIA PORTS AUTHOR I T ~ '2i.
I GARDEN CITY TERMINAL J T~
AMOCO OIL COMPANY ASPHi LT REFIN~~)ON CAMP
GEORGIA KOALIN INTERNATIONAL
COLONIAL OIL INDUSTR S
FIRESTONE RUBBER & LATEX CO
INTERMARINE
GEORGIA PORTS AUTHORITY
I OCEAN TERMINALSJ _ _J
GEORGIA PORTS AUTHORITY
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SAVANNAH ELECTRIC
& POWER CO. ___ J
DISPOSN- AREA 7 S
IONSLOII SOIJTH!
NEW Cl!T CLOSURE
000 CHIP
EXPORTING FA
EAST COAST
TERMINAL CO.
SAVANNAH MARINE
SERVICES __ J
CHATHAM-VALIANT STEEL
POWELL DUFFRYN OIL & CHEMICA
CHEVRON. U.S.A., INC.
MARCONA TERMINAL
G E 0 R G I A s 0 u T H
BLUE CIRCLE ATLANTIC
CRESCENT TOWING & SALVAGE CO.
T. I. C.
METROPLEX PROPERTI ES. INC.
THUNDERBOLT
DISPOSN._ AREA
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Charles L Danley Level H Certified IJuign Profnsionlll
Cnrnnc:-.o.TION No~au --="""=00:.:1.::05::50::.....__ l\~om; 0211112013 b:P•u"; 02119.2016
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PLATE
REFERENCE
NUMBER
G-002
SHEET 3
D c
B
A
PROJECT ENTRANCE SEDIMENT & EROSIOO CONTROl
SCAlE: NTS
X
VANNAH
X
3 4
X
PERMANENT ACCESS EASEMENT NOTES:
1. A PERMANENT ACCESS EASEMENT (40-50' WIDE) EXISTS ALONG THE EXISTING
ACCESS ROAD SHOWN. THE CONTRACTOR SHALL, AT ITS OWN EXPENSE, MAINTAIN
THE EXISTING ACCESS ROAD DURING THE CONSTRUCTION PERIOD. IMPROVEMENTS
TO THE EXISTING ACCESS NECESSARY FOR THE PERFORMANCE OF THE CONTRACT
WORK MAY BE MADE BY THE CONTRACTOR AND AT THE CONTRACTOR'S OWN EXPENSE.
2. T HE CONTRACTOR'S ACCESS SHALL BE CONFINED SOLELY TO THE EXISTING ACCESS ROAD
AND WITHIN THE EXISTING PERMANENT ACCESS ACQUIRED. THE CONTRACTOR SHALL NOT
DAMAGE THE EXSITING ACCESS ROAD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
REPAIR OF ANY DAMAGE TO THE ACCESS ROAD CAUSED BY CONSTRUCTION OPERATIONS.
THE EXISTING ACCESS ROAD SHALL BE REPAIRED AND RESTORED BY THE CONTRACTOR TO
THE ORIGINAL OR BETTER CONDITION.
X
500 250 0 500 1000FT -----
SCAL E' 1" ·500'
I}GSW CC o., .... ~ -ow• • -...u~••• ... ( --
Charles L Danley Level II Certified 1)esign Profe-.sional
CLRrHit.AlloN NuMBER __ 0_•1_0_00.,.1.,.5,.55,.0-:-C".,..
ls.suw: 02/191201 3 ExPI{fS: 0211 912016
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PLATE
REFERENCE
NUMBER
G- 003
SHEET 4
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AREA 2A , , , , , , , ,
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BORROW/ LOCATION/
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4 5
DISPOSAl. AREA SURVEY PERFORMED IN 2007. SITE TOPOGRAPHY AND ELEVAnONS HAVE CHANGED SINCE 2007 SURVEY. ADDITIONAl.
DREDGE MATERIAl. HAS BEE PLACED WITHIN DISPOSAl. AREA SINCE
DATE OF SURVEY.
! < I 2. THE CONTRACTOR SHALL OBTAIN THE APROVAI. OF THE CONTRACTING OFICER
I 1
< TO USE DISPOSAl. AREA 2A AS A BORROW SOURCE.
11 1
' 1 3. CLEARING AND GRUBBING OF THE BORROW AREA SHAI.L BE REQUIRED ONLY IN
THE AREAS WHERE THE CONTRACTOR USES FOR BORROW MATERIAL BURNING
OF THE DEBRIS ON SITE IS PERMITTED, BUT ONLY WITH THE USE OF A FORCED
AIR CURTAIN (AIR CURTAIN DESTRUCTOR OR APPROVED EQUAl.).
4. THE CONTRACTOR SHALL MAINTAIN THE TOP OF THE EXISTING DISPOSAl. AREA 2A DIKE AT AI.L nMES DURING THE CONSTRUCTION OF THE ACCESS ROAD. SOME REGRADING OF THE EXISnNG DtKE ACCESS ROAD MAY BE REQUIRED IN ORDER
TO BE USED AI A HAUL ACCESS ROAD. ACCESS TO AND FROM THE BORROW AREA
SHAI.L BE RESTRICTED TO THE TOP OF THE EXISTING DIKE ROAD. THE
CONTRACTOR SHAI.L REPAIR ANY DAMAGES TO THE EXISnNG DISPOSAl. AREA
DIKE AI A RESULT OF THE CONTRACTOR'S OPERATIONS AND AT NO EXPENSE TO
THE GOVERNMENT.
5. THE BORROW MATERIALS AVAILABLE WITHIN DMCA 2A ARE THE RESULT OF
PREVIOUS DREDGING OPERATIONS AND CONSIST PREDOMINANTLY OF SOFT SILTY
SOILS INTERBEDDED WITH SAND LENSES. ROCK AND DEBRIS MATERIALS ARE NOT
EXPECTED TO BE ENCOUNTERED IN SIGNIFICANT CONCENTRATION. BORROW
MATERIAl. SHALL BE OBTAINED ONLY FROM WITHIN THE AREA SHOWN ON THE
PLAN. MAXIMUM EXCAVATION DEPTH SHALL NOT EXTEND BELOW 42 FEET MEAN
LOWER LOW WATER (MLLW) TO PREVENT EXPOSING UNDERLYING BURIED
DEBRIS. NO EXCAVATION WILL BE AI.LOWED WITHIN SD FEET OF THE TOE OF THE
EXISTING PERIMETER DIKE. BORROW AREA SIDE SLOPES SHALL NOT BE STEEPER
n •;ll " I'' THAN 1 VERTICAl. ON 3 HORIZONTAL HIGH PLASTICITY MATERIALS WHICH ARE TDO WET AND SOFT FOR EQUIPMENT TO OPERATE IN WILL NOT BE SAnSFACTORY
FOR USE IN CONSTRUCTION. ONLY SUITABLE, SATISFACTORY MATERIALS SHALL
BE USED FOR FILL UNSAnSFACTORY MATERIALS SHALL BE WASTED ELSEWHERE
IN THE AREA SUCH THAT THE MATERIALS ARE PLACED RELATIVELY FLAT OR
GENTLY SLOPED TO DRAIN TOWARD AN EXISTING WEIR LOCAnON. THE BASE OF
BORROW AREAS SHAI.L BE LEFT RELATIVELY FLAT OR GENTLY SLOPED TO DRAIN
TOWARD EXISTING WEIRS AT THE WESTERN END OF THE DMCA. DURING
EXCAVAnON OF BORROW MATERIAL, PROVIDE TEMPORARY DITCHING, SUMPING, PUMPING, SIPHONS OR OTHER SAnSFACTORY DEWATERING PROCEDURES, SO
THAT BORROW AREAS ARE DRAINED OF ANY GROUND WATER AND/OR SURFACE
RUNOFF, AND THE EXCAVAnON IS ACCOMPLISHED IN THE DRY.
I ' I ' I ' I ' I ' I
A 'I ...... /.:.. ,1 M / .; 1
I ' ' ,__...)
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LEGEND
• • • • • • • • • • · LIMITS OF BORROW AREA
EXISTING CONTOUR
-- P -- EXISTING OVERHEAD POWER LINE
V 7 7 j LIMITS OF BURIED DEBRIS (APPROX.)
Charles L Danley
Level II Cc1·ti fied lJes ig n Professional cuw ncATION NuMBER __ 0_•10_0_0.,.' .,.5.,5.,.50.,..,..,..,.
IssuED: 02/1912013 ExP I.tES: 02/19/2016
I
SC ALE
IN FEET
SC ALE' 1" • 100'
$$0GNSPEC$$
$$SYSTIME$$
$$USERNAME$$
US ARMY CORPS
OF ENGINEERS
SAVANNAH
_J (f)
(L (f) a:
a:
a:
co
PLATE
REFERENCE
NUMBER
G-005
SHEET 6
z i'l
I , --------------------------- ---- - ----- - --- ------ - -------- - - - ----- --------- --- -- - -- -- -- -- -- ---- --- --- -- -- - - - - ------- ---- ------ ------ -- - -- -- --------- -- -- -- -- -- - --- --- - -- -------- - - ---- - -- - - - -- -------- - - - - - -- ------ ---- -- --- - -- - - --- - -------- ------------- - - - - --- - ----- - ----- - -- - --- --- - - - -- ------- - ---- - ----- ------- -1 1 I I I I I I I I I I I I I
D c
B
A
1 2 3 4 5
R/W COORDINATES R/W COORDINA TEMPORARY CONSTRUCTION EASEMENT COORDINATES
FROM TO FROM TO
PI NORTHING E TING PI PI
1 767689.8067 981838.2009 1 2 2 767768.5809 981775.9559 2 3 3 767846.1908 981807.4191 3 4 4 767919.6098 981925.7215 4 5 5 768012.9997 982056.0410 5 6 6 767994.6513 982075.6644 6 7 7 768009.2601 982089.3240 7 8 8 768027.3225 982070.0064 8 9 9 768151.1660 982159.8196 9 10
10 768175.5341 982181.4891 10 11 11 768337.0307 982361.7366 11 12 12 768301.0026 982395.4493 12 13 13 768314.6678 982410.0529 13 14 14 768350.5476 982376.4789 14 15 15 768527.0201 982561.1803 15 "' 16
DIRECTION
N 38"18'53.02" W N 22"04'03.74" E N 58"10 ' 33 . 82" E N 54"22 '25.52" E N 46"55'23.33" E N 43"04'36.67" E N 46"55'23.33" W N 35"57'00.69" E N 41"38'43.71" E N 48"08'26.06" E N 43"05'54.80" E N 46"54'05.20" E N 43"05 ' 54.80" W N 46"18'18.66" E N 02"56'18.40" W
DIST.
100.40'
83. 75'
139.23'
160.33 '
26.87 ' 20.00' 26.45'
152.98'
32. 61 '
242.01' 49.34'
20.00 ' 49.14'
255.45' 665.27' ( 1 )
PI
( 1 ) -
" "~ ~ -- , 6'6' .,., ........_ ---. "O " ~ - [_ o~ "'
INTERNATIONAL PAPER
TREATMENT POND
--- -- v- _ - ..__ ---"'"-... -
' TEMJIIQ__RARY
,~AGING-
~REA---
"' ----=._-_ -124 .--- __..... r - ~ - - --- -
----15--------
I
FROM
"nc,Tu'1NG EASTING PI
767663.702 981808.8778 65
767704.1989 981770.2983 66
767743.4936 981719.2564 67
767779.0888 981658.2182 68
767914.3162 981696.7291 69
767898.5133 981768.6834 70
768046.2945 981980 . 2798 71 768085.~516 982021.6354 72
768189.7183 982106.5437 73
768222.7785 982137.2808 74
768408.3377 982312 . 4892 75
768577.5886 982519.3121 76
768732.7302 982620.2233 77
768773.3366 982620.6269 78
CHORD DIRECTION AND DISTANCE
TO
PI
DIRECTION
N 43"36'39.58" W N 52"24'32.64" W N 59"45'03.04" W N 15"53'46.37 " E S 77"36'47.24 " E N 55"04'08.88" E N 46"25'06 . 06" E N 39"12'40.07" E N 42"54'52.17" E N 43"21'23.69 " E N 50"42'18.87" E N 33"02'30.54 " E N 0"34'10 .35" E N 10"21 '47.61" E
D I ST.
55.93 64.42 70.66
140.6 73.67
258.09 57.09
1 34. 31
45. 1 4
255.21 267.25 185.07 40.61
74. 19
( 1 )
( 1 )
( 1 )
PI
NORTHING
767743.4936 767718.4844 767879.1894 767901.3592 767927.5804 767914.3162
EAST lNG 981719.2564 981574.1292 981546.4355 981572.3499 981692.5375 981696.7291
PI Pi 67 121
121 122 122 123 123 124 124 69
DIRECTION
s 80"13'20.95" w N 09"46'39.05" W N 49"27 ' 10.86" E N 77"41'33.66" E S 17"32'12.37" E
--25 __ _ --- -
PIN: 1·0548·01·001
DEVELOPMENT AUTHORITY OF
GA POWER PROPOSED
OVERHEAD POWER LINE
PROPERTY ADDRESS : HUTCHINSON ISLAND SAVANNAH
ZONING: PDRIIH
... -. ,3
PIN: 1-0436-01-016
I
/ / -- / / \ I ~ / //
\ ~/--~/ ,_./ v/ 11El.'~ 98°29'14 .13" -- / / D' • 13° 02'51.52" .,.,--- _./ /
---- _/ ----- -' R • 439.13' _r~ _/"" T 509.52 '
-- L • 754 .83'
50 25 0 50 -----
SCALE ' 1"· 50 '
CSX REALTY DEVELOPMENT CORP. LEGEND PROPERTY ADDRESS : HUTCHINSON ISLAND SAVANNAH
ZONING: IH ----- EXISTING CONTOUR
100FT
\ .. -·-·-·-·-TEMPORARY CONSTRUCTION LIMITS
\ "I
\. 1..
' \ I I 1.. '-
" " " "" "' "' " " " " " 712 '- " -, " " " '- ' "- X '- -v, R/ W COORDI NATES
PI
1 7
NORTHING EASTING
769191.4167 982527.0764
769431.4292 982217.8540
769490.6454 982263.7011
769502.8893 982247.8869
769443.6923 982202 . 0547
769707.9193 981861.6353
R/W COORDINATES
PIN: 1-0548·01-001
DEVELOPMENT AUTHORITY OF P I
PROPERTY ADDRESS: HUTCHINSON ISLAND SAVANNAH 79
ZONING: PDRIIH 80
NORTHING
768846.3205 768930.9121 769028.3478 769137.0692 769248.7223 769362.5359 769473.4997 769650.6387 769712.9133
EAST lNG 982633.9736 982631.9375 982581.0043 982493.6854 982350.7963 982169.7465 982031.1790 981817.2868 981747.8~42
~ .so
FROM TO
PI PI
16 17 17 18 18 19 19 20 20 21 21 22
FROM
PI
TO
PI
DIRECTION
N 52"10'55.47" W N 37•44'53.64" E N 52.15'06.36" W s 37"44'53.64 " w N 52°10'55.47 " W N 47"41'20.51 " W
DIRECTION
N 01"22'43.71" N 27•35'51.67" N 38"46'10.07" N 51.59'45.75" N 57•50'42.89" N 51"18 ' 45 . 02 " N 50"22'10.18" N 48"06'39.03" N 47"58'00. 71"
DIST.
391.44
74 . 89 20.00 74 . 87
430.93 222.35
D I ST.
w 84. 62 w 109.95 w 139.45 w 181.34 w 213.85 w 177.52 w 277.72 w 93.27 w 56. 73
\ Oo.j ~lltVA.! IO N (0\0~~~ 10<11 JlGSWCC G<o•o,.So«~"w'""
Charles L Danley
Level II Certified TJ csign Professional
CcRT t ftCATtON N u M BER __ O:_c•1.::.00::c0:.:1.:.S5:.:5.::.0 __
ISSUEO: 02/19/201 3 f:xPLtCS: 02119/2016
INTERNATIONAL PAPER
TREATMENT POND
' - " --------- \._/'\_/-...._____ ' ~, ~ L
···-··-··-··-··- ROW LIMITS
~ TREE LINE/BUSH LINE
- ·- ·- LIMITS OF DISTURBANCE
--IP/L.-- PROPERTY LINE
--E-=-- PROPOSED OVERHEAD POWER LINE
J
US ARMY CORPS
OF ENGINEERS
SAVANNAH
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(f) l "'-... "'- ......,_ -- ---------- -----""'~ ,.- --- PLATE : w g:w "- "-- ~ ~, _ - ----~---10-- L LIMITSOFDISTURBANCE - __ __ _ GAEOWERPROPOSED- - --~ -- - REFERENCE I MM " -·" - '\ 10--------~ - -- OVERAEI\0-POWERbiN!;; _____ ..... ___ ~____ ----- - NUMBER I b:::Z~ ' /0. ____ --------- ------ ........._ ----~- ---- _.- 1 ~:>z ' -\ - -" ------- 10 ---- --- _.- G-006 I ~~ffi "'.. -- - --........ \...-- ---10-------, / I 1 G>-rn ""- ~,_ .....__ --- '\. / SHEET 7 1
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I $$SYSTIME$$ I
I I
1 $$USERNAME$$ 1
I I I I I I
'-------- - -- - ------- - ------ --------- -- ------------------ ------ -------- - ------------------ ---- ------------------------ -- ------- - - -------------- - - - - ---- - --- ------- -- - - - - - - --- --- - - -- - --- -- - --------------- ------------------------ ------ ------ - --------------- - ------ - --- ------ - ---------------- - - --- ------- - -------- - J
1--- -- -- - -- --- - -- ---- - - ----- - ------ ----- -- ---- - ------------------------------- ------------------- - ------L--- ---------- -- ---- - - - - - - --- -- - - -- -------- - ------------------ - - --------- -------------------- - -------------- - -- - -- ----------- - ---- -- - --- -- -- --- - - - ---- -- - --- -- ------- ---------- ------- - ----------------------r
I I I I I I I I I I I 1 2 3 4 5 I I I I I I I
I I I ll I I I I I i I I I
D c
B
A
PIN: 1-0548-01-001
DEVELOPMENT AUTHORITY OF
PROPERTY ADDRESS: HUTCHINSON ISLAND SAVANNAH
ZONING: PDRIIH
R/W COORDINATES
PI
NORTHING
76985 7, ~YL'~
769943. 82Ei~ 770020.51 770135. 28Cl9 770362.3009
770477.3 700 7706 72.2352
770818.512 1 770839.2086
EAST l NG 981697.2100 981610.1638 981555.7143 981464.6225 981268. 1660 981155 .3469 980984.2249 980864.2836, 980888.
FROM
PI
2~
TO
PI DIRECTION
23 N 45"16'06.64" W 24 N 35"22'28.06" W 25 N 38"26'24.38" W 26 N 40"52 ' 19.05 " W 27 N 44"26'03.53" W 28 N 41"17'17.47" W 29 N 39"21'01.48" W
- 30 - N- 49"51 'QQ . 53 " E
w
--- 25----
DI ST.
122.53 ' 94.05'
146.52 ' 300.22' 161.15' 259 . 34'
189.16 '
32. 1 0' 2o.oo·
R/W COORDINATES
PI
NORTHING EASTING
769750.8966 981705.7185
769840.7596 981615 .9415 769972 .0829 981496.8568
770236.3058 981267.4714
770450.7510 981094.6925
770777.2897 980800.1495
-25
FROM
PI
TO
PI
DIRECTION
N 44"58' 21.19" W N 42"1 2'06 .90 " W N 40"57 ' 46.50 " W N 38"51'30.47" W N 42"03'03.41" W N 37"56'34.33" W
-25
DIST.
127.02' 177.28' 349.90' 275.39'
439. 75'
316.83 '
-- -- -- 25--- -- --- ............ _ - - - ----:- --:::...-=- - - - -- --20 - ---- ------ -~-- ......... __ --- --- ---- ---- -------- --1-J--.:::...------......_ ----- - -....._ -- - ------ ---- ........... --~- --20 --- ~ - ---_- "· _- _- - - "..::"':~----~~,.,...--::~'":">-<::.= _ _ ___.. - -- -20- ~ -..__ --- -- _-
---:::::--- :::..-- ---- ---- ___.-------- --- ,- ---~------ - )J... - ........... --- ()~ - --- --- - -- --- ./ - ---- -- --- ll!l- -- -- -- --, ~ - -- --- - ---------- / -----::.---- -- -..:::---- ---- - ........._~ --- --- - / -- --- -- - -- - ----- - c.---- - --- ~ _ _,..... ...- ..-- '"" --.. ....__ --- ------- - I -=--- ::.:::..-:l·J-_::--::-:::-- ~~----~ ~--- -gg;-~- - ______ _... -- ......... -~ ~ -----.... ---- --......... --------- -------- _- 9 c ---::=-- ---- ---- --- - --}---2o-- !li v ........ ~ __ / - - ;;; - . ........................ z ::-:::.::.----:::-- '),...__---------- -- - -- ......._ - -------- ···~· ·-··= ·•= oo=•····· ..<..:-. .. ............. ; ...... c.......................... ,.--- ........... " 92 ....................... .:::,:.:.::~""""''"''·.-.;:-::::.:.:=:.-=,-~----· m -:? .--- -- _..r.V an ......._ - - - ''"''"""''-""'-'=•••""' ·••oo:-••= ... =·•-•-=~·~=··•=·•= • • .---- • ·-·-·-·-------~··=••=:~~~""""'''•••= • •=• ('=••=•••"=''•"•' '""" ''=••="•"=•~ - - - -- ·--· / >------ -- --- --.Q.. -- .... ............ - ---;"-·-·-·-·-·---.:- - - ,_ · . ·--~----·-· ·- · -...... / -J:l': - ~ ..... -.!'................... - . - _/ _, '\ - UJ . --' _..... ""1'>'0 ..;.- ··- ••• _,..,. - ·-· · - · ..-- -- -- -- - - ..-- - - _,. / \ \. ' _, - ou -- -;;............ -~-~ - -- - -, " ( ,___ ~-r- ·~ .:=. - "--'- ..- --- ~ --- '------- -_- - 15·--- ~---· ~=·_-15~ ~ ....____ '-:'-~ 7 --- --:-r- ~-- -· ~ ) .J:>. ::; - __ __.... . .-- - - - ---~-,s. . c - - --- 1\) m ~j;~~~=:~~;;~~~~~~~~~~--~~~~~~~~~-~--~~~--~~~:--=:~~~~~~::--::::-:j~============~~~~~~~~~==~;:====~=== - ,__~~=;:=~~--~~~~,;·~~~;;~~~-;;~-~~~~;;~~~;;~~~~~~-~~~~--:· ;;~~;,;~;;;,;.~~~~;;~;,;~;;;;j+ ---.. ~·- ...__ -- -- _/--- -..... I g ,-----.. ' - - - - - - - - - - - -- ---- · - - - - - -~ ----.;.;;,~~;;;;;;;:;~o:::'!':':!~~~===- :"4"~=:l~====:::::~:=:::::::::::::'!'l~-~---::o;:~ - ,........ - - - _ _ - =~-::==='-'-:=..:-~~-----=--4.,.---------=:---:::~\: E... c--- ·~~ _ s · · c i!o- ~.-.r. ·-· ---....!...:.. ..... - .... -.._.-.. - · .. -.. ·-· ... - .. - ......... ~·-.. - ......... • ...... :.... UJ
-E ~:=:::=~~'ll"~,.--~-~ ··-·······~··--' "--"!!!...''"' ' "''...., ":1' -..P~ ~ .......... - - -... _... 29 m -- ~::;;:::z~:=;~u;: ·~ . -- ... ---- - ·ll:!_-=---•-!!""'___ _ - - - -- .:o - 15 ----- _:. _.. m
- .. ,_. _..., - ·- - - - -· ,,,... ,.,.. .. ~·~··· " --... ......._ 27 -- --- ------- _..---- -- I .-- -~----· _.,.... - . ··-··-··-.... ·~----· ....-..,... -- ·- ·- ·- ·- ·- ·- - . . . _..... - ' -- ---- -- -""" ---- ----------------- ..... - ,.~ ~ - --~ • -•• =oo• • •••_!!!! •-"-"-••=• o-oo.:..oorooroo·oo--;;-'r ;;;. ooroosooroosooroosooroor oor oorooroor oo sooroo-••= - - .---- ---.. --.._--.. -- --- ---- /-- -- : _
-::>.-"' / -- 24 --- 10 26 - ' ------ --- - '---...... - --• m - --- - _/ --- ------ -- -----1o- - --- '"2s------ - ---- -------t_ ____ -----1(\__ ·-- - --- -- -- -- • r
- ---- -- --- ~ v--------- ------- - -~ -,.... -- -....... ----- --- ---/ 30 . • 0
- __./ - ---- ---I- - - -- ----r-10- < ----- _......._______ -=._ _.,...-- ------------ ------- -- - --- ........... _ _... -----'-------- - --- / < / 1 - --- ----- ---- - --- -- -- / --- ------- / ----;;..-- r-~------ //
~G=__..-'\" t -__..__..__..__..__..
PIN: 1·0S48-01-001
DEVELOPMENT AUTHORITY OF
GA POWER PROPOSED
OVERHEAD POWER LINE
INTERNATIONAL PAPER
TREATMENT POND
R/W COORDINATES
FROM
PI NORTHING EASTING PI
31 770854.4958 980875.9225 31 32 77083 3.9 792 980851.6011 32 33 770984 .5558 980728.1342 33 34 771312.7690 980449.8699 34 35 771324 . 8771 980464.2233 35 36 771340.1643 980451.3275 36 37 771328.0243 980436 . 9362 37 38 771766.6131 980065.0937 38 39 771793.3670 980096.8089 39 40 771808 .6542 980083 . 9131 40 41 771781.8684 980052.1601 41 42 771890.6457 979959.9370 42 11 l -CHORD DIRECTION AND DIST NCE
PROPERTY ADDRESS: HUTCHINSON ISLAND SAVANNAH
TO
PI
X
DIRECTION
s 49"51'00.53" w N 39"21 '01.48" W N 40"17 ' 30.48 " W N 49"51 '00.53" E N 40"08'59.47" W s 49"51 'QQ. 53" w N 40"17'30 . 48" W N 49"51 '00 .53 " E N 40"08 ' 59.47 " W s 49"51 ' 00.53" w N 40"17 '30 .48 " W N 73'42 '26.97" W
DIST .
31.82'
194.72'
430.30 '
18 .78' 2o.oo'
18. 83 '
575.00' 41.49' 2o .oo ' 41 . 54'
14 2 .61' 594 . 77' ( 1 )
R/W COORDINAT ES
FROM
PI NORTHING EASTING Pi 93 770777.2897 980800.1495 93 94 771027.1498 980605.3383 94 95 77 1266.9833 980389.1758 95 96 771370.1507 980307.8130 96 97 771453.5278 980250.11 63 97 98 771593.3706 980131.3112 98 99 771731. 386 1 979993.5676 99
100 77183 3. 2244 979914.7741 100 11 l -CHORD DIRECTION AND DI STANCE
TO
PI
1 01
X
Charles L Danley Level II Ce t·tified IJcsign Professional
CtRfl ~ !CATION N UMBER -~O'-<l~OC.00-,1-,.S~SS,.-O.,-:--:- Issum: 0211912013 f__xp tus: 02/19/2016
DIRECTION
N 37"56 ' 34.33" W N 42"01'42.29" W N 38"15'39.63" W N 34"40'59.21" W N 40"20 '59.89" W N 44"56'36 . 61" W N 37"43'46.37" W N 70"55'17.56" W
DIST.
316.83 ' 322.87'
131.39 ' 101 .39' 183.50'
194.99 '
128. 76 '
504. 20' ( 1 )
-- ........ '0--------
LEGEND
------ EXISTING CONTOUR
................ ROW LIMITS
~ TREE LINE/BUSH LINE
- ·- ·- LIMITS OF DISTURBANCE
--P/L-- PROPERlY LINE
--E_::-- PROPOSED OVERHEAD POWER LINE
$$DGNSPEC$$
$$SYSTIMES$
$$USERNAME$$
US ARMY CORPS
OF ENGINEERS
SAVANNAH
w " ~ ~ '" lil z, 0 0 " z "lo z- "' z z w il:
"1il ~ "' 0 0 c "' w "' ~ " 0 "' ~ ~ c z c w w
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I I (9 a:
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I-co C\J
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PLATE
REFERENCE
NUMBER
G 007
SHEET 8
B
A
X
R/W COORDINATES
PI
NORTHING
772057.5021 772055o1153 7721150 6082
FROM
EASTING
979389o0555 979381.3081 979361o5953
772109o4116 979342o5795 772048 0 8817 772047 0 5153
979362o3044 979357.8198
771935o6629 979171o1922 771859o5847 771878o4266
979094o9167 9790760 3770
771864o3992 979062o1210 771845 o 4605 771685o4020
979080o7560 978920o2826
771607o8521 978882o9444 771514o0713 978788o8750 771485o1 072 7714 53 0 6352 771404o9762 771316o9632 771363o1275 771456o3107 771700o3838
978805o3159 978746 14657 978671 11088 978556,6763 978335o 7479 978284o4559 978114.2169
TO
PI
64 771767 o9050 978055o6031 64
11 I -CHORD DIRECTION AND DISTANCE
MATCHLINE - SEE SHEET G-007
I I I
I I I I
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) I ,!, I II ,J) I
I ( \ 1 / 1111~ 1 I l r llll /1 1
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\ I I I I II I
\ I I I I II 111
1 I I I 11i
\ I I I 11 11
I ~ I \ \ I I I \ 1 I \
PI
..J
I I I
DIRECTION
X
44 s 72"52'36o53" w 45 N 18"02'57o23" W 46 s s 47 71" 57' 02o 84. w 18"02'57o23" E
48 s 73"03'15o95" w 49 s 59"03'51o45" w 50 s 45"04'26o96" w
N 44"32'12o48" W s 45"27'47o52" w S 44"32'12o48" E
54 s 45"04'26o96" w 55 s 25"42'34o41" w 56 s 45"05'16o86" w 57 S 29"34'49o72" E 58 s 61"51'46o74" w 59 s 57"08'56o74" w s 52"26'06o74" w N 78"11'51.13" w N 28"49'49o00" W N 34"53'43o61" W N 40"57'38o20" W
I I I 11 111 I I \ 11111 \ I I ll 11l
I I I II \,,
I I I I I \\\
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D I ST.
8 0 11 '
63o62' 20o00' 63o66'
4o69' 217.58'
107. 73' 26o43' 20o00' 26o57'
226o65' 86o07'
132o83' 33o31' 66o 74' 89o 70'
144o36' 225o 70' 106o37' 297.58'
89 0 41 '
I I I
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X
DEL • 62" 58'09.27"
D • 11" 52'11.19" R • 482.70' T • 295.62' L • 530.50'
PIN: 1-0548-01-001
DEVELOPMENT AUTHORITY OF
PROPERTY ADDRESS : HUTCHINSON ISLAND SAVANNAH
ZONING: PDRIIH
INTERNATIONAL PAPER
TREATMENT POND
R/W COORDINATES
PI
1 01 11 3 11 7
NORTHING EASTING
771998o0293 979438 o2666 771966o4630 979401o2782 771954o9508 979340o1455 771894o6464 979225o2583 771869o3903 979202o1244 771797o0495 979148o5724 771718o4344 979045o0645 771640o2925 978964o6685 771620o1150 978949o9201 771569o3953 978997o4914 771521o5982 978955o3057 771435o4552 978815o7841 771459o0132 771427 o1805 771381o1962 771293o1822 771349o3414 771434 0 9397 771679o2133
978820o1378 978760o6131 978689o3985 978574o9646 978309o0916 978262o4585 978092o8680
771748o2388 978032o9482
FROM
PI
1 01 11 0 1 1 1 11 3 11 4 11 7
TO
PI
DIRECTION
s 49"31'20o12" w s 79"20'06o58" w s 62"18' 18o03" w s 42"29'19o64" w s 36" 30' 41. 77" w s 52"46'58o90" w s 45"48'52o49" w s 36"09'51.14" w
110 s 43"09'55o15" E 1 1 1 11 3 11 4 11 7 s 41"25'53o75" w s 58"18'29o21" w N 29"37'16o22" W s s
61"51'46o74" w 57"08'56o74" w s 52"26'06o74" w N 78"04'22o68" W N 28"34'52o10" W N 34"46'15.16" W N 40"57'38o23" W
11 I -CHORD DIRECTION AND DISTANCE
D I ST.
48o63' 62 0 21 '
129o75' 34o25' 90o01'
129o98' 112o11' 24o99' 69o54' 63o75'
148o53' 17o 77' 67o50' 84 0 77'
144o37' 271 o74 ' 97o48'
297o37'
91. 41'
I 1 I
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LEGEND
----- EXISTING CONTOUR
···-··-··-··-··- ROW LIMITS
~ TREE LINE/BUSH LINE
- -- ·- LIMITS OF DISTURBANCE
--IPIL- PROPERTY LINE
-E,;;- PROPOSED OVERHEAD POWER LINE
I I -
----- .-------- --------- ....__ -,s -
...._ ...._ ...._ ...._ '--- - - - - -- - - - -GA-POWER PROPOSED- '
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...._ - ...._ - - - - -- - - - OVERHEAD POWE8 LINE ---- -----7 ' ' \ ' \.._...._
- 5----------- ~ \ -..._ ----, ...._____ l
) \ I \ I I \ \ I
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ISSUED: 02/19/201 3 EXPMCS: 02/19/201 S
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PIN: 1·0548·01·001
DEVELOPMENT AUTHORITY OF
PROPERTY ADDRESS : HUTCHINSON ISLAND SAVANNAH
ZONING: PDRIIH
INTERNATIONAL PAPER
TREATMENT POND
Charles L Danley Level II Certified f)esign Professional
CCI~ n J I CA l iON U M 6 t R _ _:_O•..cl0C.:C0.:..01--5C.:C5.;_50.:___ lssutoo: 02/19/2013 fxPr lFS: 02/19/2016
SCALE' 1"• 50'
$$DGNSPEC$$
$$SYST!ME$$
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OF ENGINEERS
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PLATE
REFERENCE
NUMBER
C-003
SHEET 12
I I I I I I I I
D c
B
A
Pl16+15.99
DEL= 99.04'4 - 9.45" LT
D- 14"19'26.20" R = 400.00' T = 469.01' l = 691.71' N 768874.6490 E 982883.6572
PI 0+72.61
DEL = 71 . 57'07 64"
D = 5r16'35.3:i" RT R = 100.03' T = 72.61 ' L = 125.62' N 767831.5131 E 981730.3185
Pl4+1 6.80
DEL= 21.01'47 69"
D = 28.38'52.40" LT
R = 200.00' T = 37.12' L=73.41 ' N 768030.0412 E 982035.1625 ae
WETLAN DS DELINEATION
Pl 6+06.45
DEL = 11"00'38 3 •
D = 28. 38'52.40" 5 RT
R = 200.00' T = 19.28' L = 38.43' N 768164.3586 E 982146.8319 c
- ---L-
I
INTERNA TREATMJ~~NPALPAPER OND ·
----------~s--- -
--:--2:>-
'o
Bf
EXISTING
ACCESS R~~AVED
___ 4 -;--- ....,.....--2 ----o--r ~~ ---- -----25--'"'v" - . -
~GSWCC
Charles L 0 l.cwl ll c , . an ley .Hufi ... d ry._. . S.l"n p r D f"Oii!:liSIO II :iJ
C:lRTi fi CAliON N UMBER 0\l()OO ISSUf!): 02/1 9120
-;-...::;:~':'_1:'55~50~ f;c: p u .s: 02/19/2016
SOl
SYMBOL SO~~ ~~~~D
Mae M ADE LAND Tmh TIDAL W MARSH FRESH
WATER '
' ---25---
-20--~--J~ I -
L
.II/
LEGEND
EXISTING CON TOUR
~ PROPOSED CONTOUR
- ·- ·- TREE LINE/BUSH LINE
LIMITS OF DISTU RBANCE
PROPOSED OVERHEAD
SOILS DELINEA POWER LINE
TION
-E ~---
WETLANDS
KXX I STREAMBUFFER
TOTAL DISTURBED AR
--25. ;--=-
EA = 10.0 ac
CODE
Co
Sd1 -C
Sd1-Hb
Bf r
50 25 0 50 100FT
SCALE• 1" · 50'
PRACTICE
BUFFER ZONE
CONSTRUCTION EXIT
SEDIMENT BARRIER
25 --
DESCRIPTION
AN UNDISTURBED NA
SEPARATING THE LAN TURAL ~GREEN BEtr
SURROUNDING PROP~RDISTURBEDSITE FROM
STREAMS. IT SERVES TO TY AND BORDERING
AND REMOVE REDUCE WATE
TIMES A NOISE. SOME SEDIMENT. IT IS R VELOCITY
OR "VISION PO AlSO AT
A CRUSHEDSTON LLUTIOW BARRIER
C E~ .
ONSTRUCTION SIT LOCATED AT THE
FOAAEMOVINGM EEXJT TOPROVIDEAPLA
PROTECTING PUBL~~SFAOMTIAESTHEAEBY CE
TREETS
A BARRIER TO PREVE .
LEAVING THECONST NT SEDIMENT FROM
HAY BALES OFSTAA RUCTION SITE. IT MAY
BARRIERS ARE USU:..OA ASEDIMENT FENC~E L Y TEMPOAAR · THE
0 Y.
50 - 100FT -
SCALE• 1" • 50 ,
r --~ - ~t~~=~::::?>-=7~:-_-:.::..::~-::..::..::_.::._.:25: ::1~ -
-- ,-- 20--- · - --.• _12 m (f)
-----___ ___:-:-_-:--\ -- -----'---=-=r::.::~ -c- - - _\_ ---l _).------- - -10---- ~"""' l\ ~--- LIMITS OF DISTU ---- 1\l- ___ _!BANGE t r ' I
GAPOWE
_ OVERHEA~ ~ROPOSED
-- _ OWER LINE
$$DGNSPEC$$
$$SYSTIME$$
$$USERNAME$$
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SAVANNAH
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PLATE
REFERENCE
NUMBER
C-101
SHEET 13
I :
c
B
A
Pl29+12.28
DEL= 12.48'02.58" RT
o = 2.51'53.24" R = 2ooo.oo· v r ..
T= 224.35' ~ ,
- 446.83' 9~7 -.."'"' ~69819.01~0 +
~ 981663.9166 X
BACK RIVER DISCHARGE PIPE NOTE:
0 ...
X
SEE VOLUME 1 SAVANNAH RIVER REOXYGENATION PROJECT DOWNRIVER
I
25 + -:r i
PLATES DC411 THRU DC413 FOR BACK RIVER DISCHARGE PIPE PLAN AND PROFILE
I I
I
Charles L Danley
Level II Cc1·tified TJt>sign Professional
CER:Tifi CA liON NuMSCR 0•)00015550
ISSUEO: 02/19/2013 l:x PHES: 02/19/2016
SOILS LEGEND
SYMBOL SOIL NAME
Mae MADE LAND
Tmh Tl DAL MARSH, FRESH
W WATER
I
I /
-25 ----
LEGEND
EXISTING CONTOUR
--- - - PROPOSED CONTOUR
~ TREE LINE/BUSH LINE
- ·- ·- LIMITS OF DISTURBANCE
--E. PROPOSED OVERHEAD POWER LINE
-- SOILS DELINEATION
---~ WETLANDS
STREAM BUFFER
TOTAL DISTURBED AR~:A = 10.0 ac ---
I
1-'
-- 25
/,( Bf
CODE
Co
Sd1 -C
Sd1-Hb
50 25 0 50 lOOFT ----- -
SCALE ' I"• 50'
PRACTICE DESCRIPTlON
BUFFER ZO NE
AN UNDISTURBED NATURAL "GREEN BELT"
SEPARATING THE LAND DISTURBED SITE FROM
SURROUNDING PROPERTY AND BORDERING
STREPMS. IT SERVES TO REDUCE WATER VELOCITY
AND REMOVE SOME SEDII'Il:NT. IT IS ALSO AT
TIMES A NOJS£ OR "VVSION POLLUTION " BARRIER.
CONSTRUCTION EXrf
A CRUSHED STONE PAD LOCATED AT THE
CONSTRUCTION SITE EXIT TO PROVIDE A PLACE
FOR REMOVING MUD FROM TIRES THEREBY
PROTECTING PUBLIC STREETS.
SEDIMENT BARRIER
A BARRIER TO PREVENT SEDIMENT FROM
LEAVING THE CONSTRUCTION SITE. IT MAY BE
HAY BALES OF STRAW OR A SEDIMENT FENCE. THE
BARRIERS ARE USUALLY TEMPORARY.
50 25 0 50 -----
SCAL ' I" • 50'
$$DGNSPEC$$
$$SYSTIMES$
$$USERNAME$$
100FT
US ARMY CORPS
OF ENGINEERS
SAVANNAH
PLATE
REFERENCE
NUMBER
C- 102
SHEET 14
c
B
A
I I
I I
I I
' I ~ "" "' 7i~'
I I I I
I \ I I \
I )
I I I I I I I I I I I I
1 1 1 1 111
1 \ 1 1
1 [ 111 [ , I I \ I I I \ \ \ Ill I II
) I I 11 I I I I
WETLANDS DELINEATION
Pl61+44.66
DEL= 94"23'13.01" LT
D = 10"54'46.53" R = 525.00' T = 566.62' L = 664.67' N 772292.6959 E 979560.6119
Pl66+03.07
DEL= 33"50'33.75" LT
D = 57"17'44.61" R = 100.00' T = 30.42' L = 59.07' N 771642.6007 E 976919.7163
I I
Pl69+32.57
DEL= 46"02'22.32" RT
D = 26"36'52.40" R = 200.00' T = 69.13 L = 167.69' N 771514.5394 E 976690.6560
I X
INTERNA'FIO~AL PAPER
TREATMENT POND.._
Lro
-ru-- 4 ~:~, ..... -l. -
C'
I
I I
I I
SYMBOL
Mae Tmh w
SOILS LEGEND
SOIL NAME
MADE LAND
Tl DAL MARSH, FRESH
WATER
\) 0
EXISTING UNPAVED
ACCESS ROt')
LEGEND
EXISTING CONTOUR
- - - - - PROPOSED CONTOUR
~ TREE LINE/BUSH LINE
- ·-·- LIMITS OF DISTURBANCE
--E.::-- PROPOSED OVERHEAD POWER LINE
SOILS DELINEATION
___ ____,.,._ WETLANDS
v X X I STREAM BUFFER
0 0 0 0
0 0
·'"""-~--...... ~....:. - 2G- - - - ---- -- - ---- ------------------~---------------- ----0~
0 0 ( 0 0 0 0
0 0 0 0 0 0
' 0 0 0
CODE PRACTICE
BUFFER ZONE
Co CONSTRUCTION EXIT
Sd1 -C
SEDIMENT BARRIER
Sd1-Hb
0 0
0 -a 0 - 0 0
0 0
0 0 0
MAP
SYMBOL DESCRIPTlON
AN UNDISTURBED NATURAL "GREEN BELTH
SEPARATING THE LAND DISTURBED SITE FROM
SURROUNDING PROPERTY AtfO BOOOERING
STREAMS. IT SERVES TO REDUCE WATER VELOCITY
AND REMOVE SOME SEDIMENT. IT IS ALSO AT
TIMES A NOISE OR ~VISION POLLLJTION " BARRIER.
A CRUSHED STONE PAD LOCATED AT THE
CONSTRUCTION SITE EXIT TO PROVIDE A PlACE
FOR REMOVING MUD FROM TIRES THEREBY
PROTECTING PUBLIC STREETS.
A BARRIER TO PREVENT SEDIMEN T FROM
LEAVING THE CONSTRUCTION SITE.. IT MAY BE
HAY BALES Of STRAW OR A SEDIMENT FENCE. THE
BARRIERS ARE USUALLY TEMPORARY.
c
I
I I Q
I)GSWCC LHI It(,!A '>OOI AN I) WAi l R ru .. ~uw•Tio~ COMM • ~~ ~o ..
Charles L Danley Level (J Certified f)esign Profession al ~ ) ... ., 0 0 f"(}RTI ri CA I IQ NUMBER _ _:_O•_JC0:..:0..:.01.:_5:..:5_:_50.:__
BACK RIVER DISCHARGE PIPE NOTE:
SEE VOLUME 1 SAVANNAH RIVER REOXYGENATION PROJECT DOWNRIVER
PLATES DC411 THRU DC413 FOR BACK RIVER DISCHARGE PIPE PLAN AND PROFILE
lssuFO: 02119/2013 ExP ,,u .s: 0211912016
50 25 0 50 100F T ----- -
SCALE' 1"• 50'
$$DGNSPECS$
$$SYSTIME$$
$$USERNAME$$
US ARMY CORPS
OF ENGINEERS
SAVANNAH
PLATE
REFERENCE
NUMBER
C- 103
SHEET 15
' ' ' ' ' I'
I I I
I i
D c
B
A
PIPE REINFORCED
LOCATION LENGTH DIA INVERT
<in.l IN
FES • FLARED END SECTIONS <GDOT STD. NO. 1120>
r :U25.62 /" - - "'-J , __
ANGLE
go· 10
THICKNESS
T, <in.l
STONE
TYPE
TYPE 3 RR
NOTES <PIPE OUTLETJo
1. ALL PIPE OUTLET PROTECTION SHALL BE GDOT •3 RIPRAP.
2. ALL REINFORCED CONCRETE PIPE <RCPl SHALL BE CLASS Ill UNLESS
OTHERWISE NOTED.
3. ALL PIPES SHALL BE FIELD ADJUSTED FOR BEST FIT. CONTRACTOR SHALL,
AT NO ADDITIONAL COST TO THE GOVERNMENT , FIELD ADJUST ALL PIPE
LOCATIONS, LENGTHS AND INVERT ELEVATIONS (INLET AND OUTLET) FOR
BEST FIT TO EXISTING FIELD CONDITIONS TO ASSURE POSITIVE DRAINAGE.
EXISTING UNPAVED-,
ACCESS ROAD
INTERNATIONAL PAPER
TREATMENT POND
25-=----
LIMITS OF DISTURBANCE
GA POWER PROPOSED
OVERHEAD POWER LINE
~GSWCC ...... , ........ "
Charles l Danley l evel II Cer·tified '),•sign l'rofCssional
C lt<l lfK AI ION N u M !ltll -~·~·>0~00::._:1~55~50~ h'>ut ll . 021191201 3 hn•· : ~ \' 02119, 2016
TOTAL DISTURBED AREA= 10.0 ac
EXISTING UNPAVED
ACCESS ROAD
-------7 ----
St
LEGEND
----- EXISTING CONTOUR
---- PROPOSED CONTOUR
..........._.__ TREE LINE/BUSH LINE
-·-·- LIMITS OF DISTURBANCE
--E-~-,---- PROPOSED OVERHEAD POWER LINE
SOILS DELINEATION
----- WETLANDS
!><X X >l STREAM BUFFER
L_ ___ _j AGGREGATE SURFACING
DRAINAGE AREA
() BORING
BUFFER ZONE
CHECKDAMS
CONSTRUCTION EXIT
DISTURBED AREA
STABILIZATION (WITH
TEMPORARY
DUST CONTROl ON
DISTURBED AREAS
SEDIMENT BARRIER
STORM DRftJN
INLET/OUTLET
PROTECTION
MAP
50 25 0 50 100FT ----- -
SCALE • 1" • 50 '
Bf
AN UNDISTURBED NATURAl"GREEN BElT"
SEPARATING THE LAND DISTURBED SITE FROM
SURROUNDING PROPERTY AND BORDERING
STREAMS. IT SERVES TO REDUCE WATER VHOCITY I
AND REMOVE SOME SEDIMENT. IT IS ALSO AT
TIMES A NOISE OR "VISION POllUTION" BMRIER.
A SMALL TEMPORARY BMRI ER OR DAM
CONSTRUCTED ACROSS A SWALE, DRAINAGE
OR MEA OF CONCENTRATED FlOW.
A CRUSHED STONE PAD lOCATEDATTHE
CONSTRUCTION SITE EXIT TO PROVIDE A PLACE
FOR REMOVING MUD FROM TIRES THEREBY
PROTECTING PUBLIC STREETS.
ESTABLISHING A TEMPORARY VEGETATIVE COVER
WITH FAST GROWING SEEDI NGS ON DISTURBED
MEAS.
CONTROlLING SURFACE AND AIR MOVEMENT OF
DUST ON CONSTRUCTION SITES, ROADWAYS, AND
A PAVED OR SHORT SECTION OF RIPRAP CHANNEl
AT THE OUTLET OF A STORM DRAIN SYSTEM
PREVENTING EROSION FROM THE
CONCENTRATED RUNOFF.
25 0 50 ------
$$DGNSPEC$$
$$SYSTIME$$
$$USERNAME$$
US ARMY CORPS
OF ENGINEERS
SAVANNAH
1;1
" iil WCI
~ ti "' w z, 0 0
- 0: >- 0.
<.> z "lo z-
REFERENCE
NUMBER
C-111
I I I I I I I I I I
D c
B
A
"' + g
PIPE
LOCATION
C/L STA.
42•DO
54•50
LENGTH
(ft.)
76.00 63.00 84.50
DIA.
lin.)
PIPE SCHEDULE
REINFORCED CONCRETE PIPE IRCPl
INVERT END TREATMENT
IN OUT INLET OUTLET I
13.14 12.76 FES FES I
14.21 13.g0 FES FES 12.go 12.48 FES FES
FES • FLARED END SECTIONS IGDOT STD. NO. 1120l
EXISTING UNPAVED
ACCESS ROAD
SKEW
ANGLE
go· go· go·
OUTLET PROTECTION
LENGTH
La lfU
THICKNESS
T, lin.l
STONE
TYPE
TYPE 3 RR
TYPE 3 RR
TYPE 3 RR
25·
NOTES IPIPE OUTLET>:
1. ALL PIPE OUTLET PROTECTION SHALL BE GDOT •3 RIPRAP.
2. ALL REINFORCED CONCRETE PIPE IRCPl SHALL BE CLASS Ill UNLESS
OTHERWISE NOTED.
3. ALL PIPES SHALL BE FIELD ADJUSTED FOR BEST FIT. CONTRACTOR SHALL,
AT NO ADDITIONAL COST TO THE GOVERNMENT, FIELD ADJUST ALL PIPE
LOCATIONS, LENGTHS AND INVERT ELEVATIONS IINLET AND OUTLET> FOR
BEST FIT TO EXISTING FIELD CONDITIONS TO ASSURE POSITIVE DRAINAGE.
25 --
4 5
-25 ----- - 2&----- -- 25-- - --.......... ___ -- --- ----
-- ----1o- --__
Charles L Danley Level II Certified 'Jc:s ign l'mfession:tl lL!tlll lf..J\. IION NUM 6t ~ _ _::000:.:0::0.:.:15:::55:.:0 _ lsst> m : 0211912013 1 )CP u3 ; 02/19/2016
TOTAL DISTURBED AREA= 10.0 ac
/ / 4: / WETLANDS llELII>IFATil)N
~ :-rr·
4: / /
LEGEND
EXISTING CONTOUR
----- PROPOSED CONTOUR
~ TREE LINE/BUSH LINE
- -- ·- LIMITS OF DISTURBANCE
-20
--E •. c-- PROPOSED OVERHEAD POWER LINE
SOILS DELINEATION
___ .....,:~ WETLANDS
IX X X . I STREAM BUFFER
L_ ___ .J AGGREGATE SURFACING
DRAINAGE AREA
() BORING
--L-
X
--- 10--
/ 4: /
CODE PRACTICE
Bf BUFFER ZONE
Cd CHECKDAMS
Co CONSTRUCTION EXIT
DISTURBED AREA
Ds2 STABILIZATION (WITH
TEMPORARY SEEDI
EXISTING.UNPAVED
ACCESS~AD
-2o--
SYMBOL
- - - LJRAINAGE._AREA 3,82ac
UNDISTURBED NATURAL "GREEN BELT"
PARATING THE LAND DISTURBED SITE FROM
RROUNDING PROPERTY AND BORDERING
ISTIREAMS .. IT SERVES TO REDUCE WATERVEl.OCITYI
REMOVE SOME SEDIMENT. IT IS ALSO AT
IT,.••• A NOISE OR "VISION POLLUTION" BARRIER.
1rT1: n ACROSS A SWALE, DRAINAGE I nncru OR AREA OF CONCENTRATED FLOW.
CRUSHED STONE PAD LOCATED AT THE
STRUCTION SITE EXIT TO PROVIDE A PLACE
REMOVING MUD FROM TIRES THEREBY
PUBLIC STREETS.
A~LI>MING A TEMPORARY VEGETATIVE COVER
""1Tu FAST GROWING SEEDINGS ON DISTURBED
CODE
4: /
PRACTICE
OUST CONTROL ON
DISTURBED AREAS
EROSION CONTROL
MATIINGAND
BLANKETS
SEDIMENT BARRIER
STORM DRAIN
INLET/ OUTLET
PROTECTION
BACK RIVER DISCHARGE PIPE NOTE:
--- 2o--
4: /
/c 50 100F T ---25 0
SCALE' 1" ·
MAP
SYMBOL
50'
DESCRIPTION
en m m
NG SURFACE AND AIR MOVEMENT OF
TO PREVENT SEDIMENT FROM
,./ LEAVING THE CONSTRUCTION SITE. IT MAY BE I HAY BALES OF STRAW OR A SEDIMENTFENCE.
BARRIERS ARE USUALL YTEMPORARY.
PAVED OR SHORT SECTION OF RIPRAP CHANNEL
OUTLET OF A STORM DRAIN SYSTEM
PREVENTING EROSION FROM THE
RUNOFF.
SEE VOLUME 1 SAVANNAH RIVER REOXYGENATION PROJECT DOWNRIVER
PLATES DC411 THRU DC413 FOR BACK RIVER DISCHARGE PIPE PLAN AND PROFILE I,
------ ------------------------------~~ ~-- = -___ = - , -::_ ---==----- ------------- ---....._ --- DRAINAGEAREA=_'[JiOac -- ~-- __ - - -oRAINAGEAREA=1.8'8ac - -- -- --·--1;;::
Cd -
OVERH.EADJ~QWER LINE PQINI #6 __ --- ------
WETLANDS DELI~EAl:ION ----
4: / /
25 0
" . _..-.... CD /
. X~ so Y -----
$$DGNSPEC$$
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100FT
US ARMY CORPS
OF ENGINEERS
SAVANNAH
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PLATE
REFERENCE
NUMBER
C-112
SHEET 17
z ii:
I
1--- --- --- - - --- - ----- - ------------------------------- -- ---- -- ---- -- ----- - - --- - -- ---- - -- --- --- - - - -- - ------------------- - ----- - -- - --------------- -- - -- - - ---- - ------- - ------ - --- - ---- -- -- --- -- - - - -- - ----------- - ------------ - ----------- --- -- --- ----------------------- --- --- - - ----- - ------------------ - ----- -- ---------J
B
A
I
' ~ 1, X'*'
" ' ~ ~ 71.,. 711
' '1/VET,LANDS~ELINEATJON
' {\ ' 71\.
PIPE SCHEDULE
PIPE
LOCATION
C/ L STA.
REINFORCED CONCRETE PIPE (RCPl
LENGTH
( ft.l DIAj
(in. l
INVERT END TREATMENT
IN OUT INLET OUTLET
62•00 108.80 18 13.24 12.15
104.39 18 15.49 12.59
FES • FLARED END SECTIONS (G,DOT STD. NO. 1120>
NOTES (PIPE OUTLET) :
FES
FES
1. ALL PIPE OUTLET PROTECTION SHALL BE GDOT •3 RIPRAP.
2. ALL REINFORCED CONCRETE PIPE (RCPl SHALL BE CLASS Ill UNLESS
OTHERWISE NOTED.
FES
FES
3. ALL PIPES SHALL BE FIELD ApJUSTED FOR BEST FIT . CONTRACTOR SHALL, AT NO ADDITIONAL COST TO THE GOVERNMENT, FIELD ADJUST ALL PIPE
LOCATIONS, LENGTHS AND INVER~ ELEVATIONS ONLET AND OUTLET I FOR
BEST FIT TO EXISTING FIELD CONDITIONS TO ASSURE POSITIVE DR.AJNAGE.
SKEW
ANGLE
90' 90'
I I I
X
OUTLET PROTECTION
LENGTH
La (ft.l
THICKNESS STONE
T, (in.) I TYPE
18 TYPE 3 RR
18 TYPE 3 RR
LEGEND
EXISTING CONTOUR
- ---- PROPOSED CONTOUR
~ TREE LINE/BUSH LINE
TOTAL DISTURBED AREA= 10.0 ac -·-·- LIMITS OF DISTURBANCE
-E.:c-- PROPOSED OVERHEAD POWER LINE
SOILS DELINEATIOt-l
-------3~ WETLANDS
K X X I STREAM BUFFER
c_ ____ AGGREGATE SURFACING
DRAINAGE AREA
() BORING
~o -;;' EXISTING UNPAVED
X ACCESS ROAD
------zs -- -- - - -----22 __ ~---=~---
~~-~ ----- -= ~.::::.::::- == -zs·--------------- ----- --
- - - - DRAlNAGE AREA = Oll5ac - - - ------- --, ......... __
,~AMPLE~-
~OINT#8 ~
OF DISTURBANCE
BACK RIVER DISCHARGE PIPE NOTE:
CODE
PRACTICE
BUFFER ZONE
CHECKDAMS
CONSTRUCTION EXIT
DISTURBED AREA
STABILIZATION (WITH
TEMPORARY SEEDING)
DUST CONTROL ON
DISTURBED AREAS
ER OSION CONTROL
MATTING AND
BLANKETS
SEDIMENT BARRIER
STORM DRAIN
INLET/ OUTLET
PROTECTION
-a -
GA Pci>WER PRd POSED I OVERI(!EAD PO'o/ER LINE!
\ I
SEE VOLUME 1 SAVANNAH RIVER REOXYGENATION PROJECT DOWNRIVER
MAP
SYMBOL DE SCRIPTION
AN UNDISTURBED NATURAL "GREEN BELT"
SEPARATING TH E LAND DISTURB ED SITE FROM
SURROUNDING PROPERTY AND BORDERING
STREAM S. IT SERVES TO REDUCE WATER VELOCITY
AND REMOVE SOME SEDIMENT. IT IS ALSO AT
TIMES A NOISE OR "VISION POLLUTION" BARRIER.
A SMALL TEMPORARY BARRIER OR DAM
CONSTRUCTED ACROSS A SWALE, DRAI NAGE
DITCH, OR AREA OF CONCENTRATED FLOW.
A CRUSHED STONE PAD LOCATED AT THE
CONSTRUCTION SITE EXIT TO PROVIDE A PLACE
FOR REMOVI NG MUD FROM TIRES THEREBY
PROTECTING PUBLIC STREETS.
ESTABLISHING A TEMPORARY VEGETATIVE COVER
WITH FAST GROWING SEEDINGS ON DISTURBED
AREAS.
CONTROLLING SURFACE AND AIR MOVEMENT OF
DUST ON CONSTRUCTION SITES, ROADWAYS, AND
SIMILAR SITES.
THE INSTALLATION OF A PROTECTIVE COVERING
(BLANKET) OR SOIL STABILIZATION MAT ON A
PREPARED PLANTING AREA OF A STEEP SLOPE,
CHANNEL, OR SHORELINE.
A BARRIER TO PRE VENT SEDIMENT FROM
LEAVING THE CON STRUCTION SITE. IT MAY BE
HAY BALES OF STRAW OR A SEDIMENT FENCE. THE
BARRIERS ARE USUALLY TEMPO RARY.
A PAVED OR SHORT SECTION OF RIPRAP CHANNEL
AT THE OUTLET OF A STORM DRAIN SYSTEM
PREVENTING EROSION FROM THE
CONCENTRATED RUNOFF.
--t._ ' Q, ...._ ---
I I I
\ I I I
I I I
I
I I
I
I
I I
I
I I
I I
I
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I
~GSWCC ~-· .. ~, ..... s.o .. ~~" ""'·'' •• c., .. ,,_ .... ", .. '.,,.., .. ""
Charles L Danley Level II Ceni fied !Jesign Professional
C tR rlf i CATION NUM IH 'R _ _:
0 0
00::;'::'":0"':::-::
ISSUfD: 02119/201 3 ~X~h~U: 02/19/2016
50 25 0 50 100FT
......................... iiiiiiiiiiii~
PLATES DC411 THRU DC413 FOR BACK RIVER DISCHARGE PIPE PLAN AND PROFILE SCALE' 1" · 50 '
$$0GNSPEC$$
$$SYSTIME$$
$$USERNAME$$
US ARMY CORPS
OF ENGINEERS
SAVANNAH
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PLATE
REFERENCE
NUMBER
C-113
SHEET 18
z
,- ------------ ------- ------- -- -- ---- ------------------------------------------- ----- - --- - ------- -------- ~------------------ -------- --------------- ---- - - -- --- ------ - --------- -- ------ - -- - - -- --------- ------------- - ---- - - ------------------------------------ -- ---------------------------------------- --- ------ - ---- 1
I I I I i I I I I I I I I I I I
D c
B
A
Bf
Ds3
St
1 2
--- ---25 --- ---- --- -- L --- --- -_____ ,__
EXISTING UNPAVED
ACCESS ROAD
- - "" -- ---- --=- -----25 --= -- -----::: ------ --
~ ;..>. q, ~:::;) -:;~ i"
GA POWER PROPOSED
OVERHEAD POWER LINE
BUFFER ZONE
DISTURBED AREA
STABILIZATION {WITH
PERMANENT
STORM DRAIN
INLET/OUTLET
PROTECTION
MAP
AN UNDISTURBED NATURAL "GREEN BELT"
SEPARATING THE LAND DISTURBED SITE FROM
SURROUNDING PROPERTY AND BORDERING
STREAMS. IT SERVES TO REDUCE WATER VEI.OCI1Y
AND REMOVE SOME SEDIMENT. IT IS ALSO AT
I NOISE OR "VISION POLLUTION" BARRIER.
ESTABLISHING PERMANENT VEGETATIVE COVER
Ds3 SUCH AS TREES, SHRUBS, VINES, GRASSES, SOD OR
LEGUMES ON DISTURBED AREAS.
PAVED OR SHORT SECTION OF RIPRAP CHANNEL
THE OUTLET OF A STORM DRAIN SYSTEM
PREVENTING EROSION FROM THE
CONCENTRATED RUNOFF.
LEGEND
EXI:5jri~IG CONTOUR
----- PROPOSED CONTOUR
~ TREE LINE/BUSH LINE
- -- -- LIMITS OF DISTURBANCE
--E'=--- PROPOSED OVERHEAD POWER LINE
- SOILS DELINEATION
---- WETLANDS
I>(XX)l STR~M BUFFER
WETLANDS DELINEATION
Charles L Danley Level If Cc rlified 1)esign Professional
CEIHifiCAIION NUMBLR _ _..:.0•.:._10_0_0_1S_S_SO __
ISSUED: 02/ 19/2013 EXP lltCS: 02/19/2016
TOTAL DISTURBED AREA= 10.0 ac
\ , d,.
50 25 0 50 100FT ---- - -----
HORIZONTAL SCALE' 1" ·
VERTICAL SCALE' 1" ·
- --~--------~--------~---------~ ---------~---------~---- -----~---------l---------1---------l---------l---------l ------- >-l O..u.J
1 I I 100' vc I I ~ I I I I I I I I I I I a :5, I I I I I I I I I ,.... ,.... I I '?cxi~.-., 1 I I I I I I I I ~ ~ I I ~= ~~ I I I I I I I I I ':-;:: ':-g: I I a.. .... .;,~ l I I I I I I I I "' cxi ... ,...: I I I d I I I C/L ACCESS ROAD I I I
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: I<J--__.!.7.:<.5'....!v~c--!:>l : -- r--------~- -~ _.)....--------r -------+- -------L I GRADE • 10.371. I :
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I I ~,.... ~ 1-- I I ""!"' p -' I lsi"' lsi"' I I EXISTING GROUf'JD I I I ~-~--------~- ~~-----~ · -------~--------~-~~~~---~-------- ·~------ ·~------~------ -~--------~--------l ________ L ________ L ______ _ _ -1-
1 I u"' >- f" I I ..,. C:: I lu !Q I._ !Q I ~ I • I I I I I I ii:d ii:t;J I I >-' I 1>-' l i:'"~ I o:: I ~ I I I I a... LLJ a.. L&.J ...... ...... " !J)
I I I I I Cl!JLVERT#1 18~ RCP I I I ~ ~~ci I I I I
I I I I I STA. 4+28.60 I I I ~~~~~ I I I I
I I I I I INV IN. = 14.94 I I I I 1-....:~ '" - I I I I
INV OUT=…
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