alyeska pipeline service com ny, agentdot.alaska.gov › nreg › projects › dalton-hwy-mp89-90...
TRANSCRIPT
I
ALYESKA PIPELINE SERVICE COM NY, AGENT
TRANS ALASKA· PIPELINE SYSTEM
YUKON RIVER TO PRUDHOE BAY, ALASKA
AS BUILT DRAWINGS FOR STATE HIGHWAY
INDEX TO DRAWINGS
DESCRIPTION DRAWING SHEET
NO. NO. TITLE t\ INDEX SHEET D-103-CIA I
LOCATION MAP D-I03-CIA 2-2a SUMMARY OF QUANTITIES D-I03-CIA 3-3c
TYPICAL SECTIONS D-;o3-ClA 4,4c-4e PLAN a PROFILE SHEETS D-I03-CIA 5-31
BRIDGE DRAWWGS D-I03-CIA 100-102 ,104-113
LENGTH OF PROJECT ITEM FEET MILES
LENGTH OF ROADWAY 306,346,85 58.020 LENGTH OF BRIDGES 364.04 0.069 TOTAL LENGTH 306,7l0 .89 58.089
J
SEGMENT NO. 1
YUKON RIVER TO FISH CREEK
MICHAEL BAKER. JR .• INC. JACKSON, MISS.
CONSULTING ENGINEERS FAIRBANKS, ALASKA
Note' Construction Stationing for 48" Oil Pipeline sIIown at Highway crossing points.
VICINITY MAP
.0 Ie , --~ ... ~.,--- ..
, 1
t 2'IX
--./
,
f.
•
~I ~I I
NOTE' M~P SOURCE-
THESE DRAWINGS WERE COMPILED FROM 1'63,360 QUADRANGLE MAPS !DENTIFIED BY NAME OF LIVENGOOD, TANANA, AND BETTLES PREPARED BY U. S. GEOLOGIC;.L SURVEY
FOR VICINITY MAP AND KEY MAP, SEE SHEET NO. I
[ __ ~.~ ~~=-.i~=-~~;,-~~-'"'' -~'~~-~'---'~'-viJ
K! ~I I
"I I
o o o
"I ! I
LEGEND
, I
CENTERLINE OF STATE HIGHWAY
48M OIL PIPELINE SURVEY CENTERLINE
PLAN a PROFILE SHEET NO.
LOCATION. OF BORROW AREA
AIRPORT OR AIRSTRIP
CONSTRUCTION CAMP SITE
o 05 I
SCALE IN MILES
""1$1:)111 I BY CESCR1PTIOfrt
o I HhT I£RII:l5 As Builf Issue DATE
7-77
ALYESKA PIPELiNE SERVICE COMPANY, AGENT TRANS ALASKA PIPEUNE SYSTEM
HIGHWAY AS 8UILT Y'JKON RIVER TO PRUOHOE BAY
LOCATION MAP-SEGMENT NO. I
M'CMAEL lAKER, JR., INC. CONSULTING ENGINEERS 8E&V~. N. J,l,CICSON. M'SS FAIRBANKS. AI(
DaTE. 7_'" SEGMENT NO I
'=~:i~~f:'~;E~;.:.;: .. :~1.(/~~J~, /';~'11 .;: .. c-t<.""A
~ .. =--_~ .. _ .. LJ.- ......... I~& .~.r:~ .. < $I: .... :t ,:e ...... ' III B - dR . 'tile ALV(SK.&
DRAWING PtO.
D-I03-C1A
SI£ET NO.2
I , , I 2tfX
12.. ". Z()X
-'' I I
Xh't 1 ,
D Z 'ON J.33HS
~lj-'iJI-O
'ON DNIM~YO
~.......... • ~' .. "'.'I' _.
~"""!>-J>"';Y';~~~;'·":':'\=-,.-.,_+-:";:':':;":;;""";:"':':".-=-I.or.~.~o~~~ .. =;:·o;:~~::; ;:w: ..... ~ 4tI' "" • .1 ',uotO .. JIt«) ..... .oU.~~ ....... ~t---..
I ON lNlll91S
MW • S)tN'C'BI:H'~ SSt" 'NOS)tJvr 'I'd 'Vl".38
SIl33NI9N39NI.l1IlSNO:l ':lNI "lIr'1/3l<1Wa 'lIfll:llft
'ON .L.N3~'W3S-d\1V11 NOI.L.\1:)C1
Awe 30Honlld O.l 1/31\111 NOl<InI. .l1.ne Sf AW .... 9 ....
~3J.SAS 3Nn3dld ~l<IS~1" SN"YJ. .lN39'if 'AN'ifd~O~ 3JIf\~3S 3Nr1:3dld 'if)lS3A1'if
L.L.-L. 31VO NOI.1.dl~~SiO "8 NOIS.AlM
53'1". NI 3'V:lS
F
·I~U.O.
oW"" lJ.IS NOlllnY.LSNO::>
dIH.LSYI~ YO 11:l0dYI~
,,3Y" MOyYOa :10 NOI.LYl01
'ON 133HS 311.:10Yd 9 NY1d
3NI1113.LN3J A3i\ifflS 3NI13dld 110 .BY
AVMH91H 3.LY.LS .:10 3NI1II3.LN3J
ON3931
i ~.
o o o
r .. :"'~ .... -~---.. ~--.-...=-. -" --...........,;.. --'--
1 'or~ .L3lHS 33S "d"" .1.3)1 ON'1 cI'tW UINI:>II\ 1:10:1
AlAtlns 1":>ID01039 's'n Aa 03Y'td3Yd S3'1.138
ONV • '1N'1NV.L "000DN31\11 :10 3W"N A8 031.:1IJ.N301 Sd~~ 319N'tYO'tnO 09£" £9-1
WOY.:I 0311c1WOJ 3Y3M SDNIM"YO lS3HJ.
-~.---~ ----~-.....,; ......... ------_'-... '--~-.~ -.('_. _ .. .
•
-3:nmos d\fft :3.10N
I
i~
/'
,
I~
i
l
I i 'i
i:
;r
t ; .. I' ~'.
.. 1 ,
. ";
~
f i
t " J~ i ! ; i
« , . ____ 0.' •..
1 2'fX
16'
~1i~i",-=,:~.~'i';?iil=/ii5ji/~il7~ )
"ATUP.AL G~OUND
100'
, TYPI CAL FI LL SECTION
0% TO 15 % SIDE "IILL SLOPE
~_ __ L NATURAL GROUND
. ------..
I LI41'-O" SLOPE RATIO TABLE
NOTES'
~ a rr:
~I' ----
SEE SLOPE RATIO TABLE OR AS DIRECTED BY THE ENGINEER.
I. SLOPE AS REQUIRED TO FACILITATE DRAINAGE.
2. WHERE SOIL CONDITIONS PERMIT. THE ENGINEER MAY ~LETE THE REQUIREMENT FOR 3' OF ITEMQ) UNDERLYING THE LAYER OF SELECT MATERIAL.
3. SEE SHEET 4c FOR SUPERELE~TION DETAILS.
1 I!.
®
_!Q.~~- ----
GROUND
I
t=====0- .-_ I C?_I - : ® "j
I,~",FT.~
TYPICAL ·CUT SECTION
14'-0'
_V2"/FT,
(SEE NOTE 6)
i+ ~ .. ct
TYPICAL CUT AND FILL SECTION 15'110 AND GREATER SIDE HILL SLOPE, AND
AS NE;CESSA~Y IN TRANSITION, AREAS
4. 6- SURFACE COURSE MAY BE DELETED BY THE ENGINEER DURING CONSTRUCTION.
S. IN ROCK EX~VATION AREAS THE DEPTH OF SELECT MATERIAL (l) MAY 9E REDUCED FROM 30"TO 6~ THE LIMIT OF .ROCK EXCAVATION FOR MEASUREMENT PURPOSES WILL BE TO AN ELEVATION WHICH PROVIDES Fmt A MAXIMUM DEPTH OF 12" INCHES OF SELECT MATERiAL,
f'
r~ -- ~"'i ~iV.;,/': ,t,;~l~:~ ~ ::t:"?'; ;:':'~M·t~..::,!.v;'{::}t;;~{}r,~~
100'
------
----~~-
--, ... ~
II2-'FT,_
• o Ii
6, THIS SECTION APPLICABLE WHEN THE ENGINEER HAS DETERMINED THAT SUBGRADE SOIL IS S rABLE AND HAS SUFFICIENT SUPPORTING CAPACITY IN A THAWED CONDITION. WHERE SUBGRADE SOIL LACKS ADEQUATE SUPPORTING CAPACITY IN A THAWED CONDITION, AS OETERMINED BY THE ENGINEER. AND SECTION MUST BE USED TO SATISFY GEOMETRIC CONSIDERATIONS, EMBANKMENT THICKNESS SHALL BE INCREASED TO PROVIDE INSULATION FOR PERMAFROST. .
'-
~:~~
INDEX OF ROADWAY MATERIAL HO. ITEM I
Q) ';f.LECT MATERIAL (BORROW EXC a. UNCLASSIFlED EXC)
® 6" SURFACE COURSE MATERIAL
0 BORROW EXCAVATION (COMMON), BORROW EXCAVATION IROCKI,. SUITABLE UNCLASSIFIED EXCAVATION OR ROCK EXCAVATIOIl.
0 AVAILABLE WASTE DISPOSAL AREA, (MAX.ELEV. NOT TO EXCEED BOTTOM OF SELECT MATERIAL, I
0 UNCLASSIFIEC EXCAVATION ANDIOR ROCk [XCA"ATlOIi !
CUT SLOPE RATIO TABLE !
HEIGHT OF SLOPE WIDTH OF DITCH BACK-SLOPE :
a TO 5' 2' 1112 : 1 5' TO 15' ~ I: I t' 0: I IfIIOZEN SILlS'
15' ANI) OVER 14' 11/2: I (GR4NULAR 9aL$)
2 : I (THAWED SILTS:,')
2' TO 14' 114 : I 10 2: I (ROC"K)_
NOTE: SLOPES INDICATED MAY BE VARIED BY THE EHG:NESR TO SUIT CONDITIONS ENCOUNTERED_
.. WHEN COMPETENT BEDROCK IS ENCOUNTER£D • BACK-SLOPE SHALL BE 114: I. OVERBURDEN BACK-SLOPE SHALL BE AS REQUIRED FOR THAT S6IL-TYPE. WHEN SEVERELY WEATHERED BEDROCK ISENCOUNTERED,BACK-SLOPE SHAll BE AS REQUIRED FOR SOIL-TYPE OF THE OVERBURDEN MATERIAL. DITCH WIDTH TO BE IETERMINED BY THE ENGINEER.
.'
tlEVlSIOII If I .~' DATE () HHTER 11:15 115 Buill Issue 7-77
ALYESKA PIPELINE SERVICE COMPANY. /aGENT TRANS ALASKA PIPELINE SYSTEM
HIGHWAY AS BUILT YUlCI* F!V~R TO PRUDHOE BAY
TYPICAL SECTIONS SEGMENT NUMBER I STATE HIGH __ V
MICHAEL BAKER, oIR .. INC. COIIISULT1N6 ~ --. M. -*IISOII, _I. ~ ...
__ I
--.........,.. "'" MIII'IHY",.. __ 01' T .. .OT'C~ ?=lA?-- I ... .-c ... trIYIII ... nil ...... ,.....,. ,... ____ .X.~ t!6. -. - . .9-a..cn:e.
..... !tIl.
0-103-C&a:
SHEET IMIl. 4 .... III&I.L .... _ OW'UCATU ..... 1M ~. ....... .. _ _ . __ I...".....
I , I J -
12.. ",. MX
~ 1 1
,1 ~ ';1 r
,
J' j ,~ -, ~
II \, RQAD -f ---t --L ---~ --- --- --- --- ---+ F'Ill PlACED IN .-It.y[RS
, '., MAINTAINING SIMilAR £l [VATION J! R"nov! ~~ ..\;
il :~ ~ . i i .., tL -- ---
"'
!I .-~ .-- + ---.!!,oflle
:1 -~ -- --~~~ __ - 1 ----~--.----u~ ;;-..,., ON [ACH SIDE <' , .
U b ·0
r ",0
·og I&IG\III:
~I'-'" • ",0 0 ........
·111:0 I'!'.-
Ii;)
NO SKEW
/ ~\
RIGHT HAND SKEW LEFT HAND SKEW
DEGREE OF CULVERT SKEW
5"
RINGING LIN[
-_._-;j-'-
STAB" BU~--====J1------- «
RnATIVElY '. IlOING
'f0 MIN 9~ J£NSITY
PIPE-AHCH INSTALLATION DETA!L
<'!.
I14C1<flLL MATERIAL ArID METHOD OF PLACEMENT~" '. , .• SHALL CONFORM TO REQUIREMENTS OF T>i£ TECHNICAL SPECifICATIONS. ;
I
/
- TOP Of fWANk~[1\i I AfrORr [XCAVATlOIIi . ,F TR["CH
- -r-~- . :-
A
~~~~T~~~£(D. , , (; oS" , ~. ~. 0 a n ""~
.~
~';, .. ~{/.
GIIOUOoO ~ 0 ~/ NAtU"AL 1 - ,-;i' ::--:~. '~ '4"~
~- sureT :,RANULAR 8tDOING
• I l • .J : I ....
CLASS "a" aEDDING
~ULVERT INSTALLATION DETAIL
I ;'.j! uj~11
-T T T 1'1 TOWrHT~ T ,1·~ , I V1 ~\ ; I
,rf ",,,.
T
010 100 MIN -;7
"""-::::---srnl CAREFULLY SHAPED TO FIT PIPE
CLASS ·C· BEDDING
OIA OR SPAN ,)11 ••• "
60 ao •• ,
~.~':J Jto~U .~ (lJ'~ )
.'.'"0" "'" ."." •• 'J ANO DIPE ARCHE 5 1.'- - ----0". ~,,".r .'Zld·O"'.' .. , Of"", 0'" f •• ' .fI.ct .". ,s .,., . ._--
CUl.VERT INSTALLATION DETAIL MULTIPLE INSTALLATIONS DETAIL
HOTE' ALL 8EOOING WILL BE CLASS ·C· IJNLEs,s OTHERWIS( OIRECTEil ElY THE ENGINH"
~ ~ ~:. I,
t ~~. ~ A ~r:L.. ' .-- ~(' J ~A".A8lf 'Of ~ O;:<O"E...1
l' .., r.r; • 0W""o-~ '~ ~lO* ",CTH
I S.loPf,j "z' i .. '-.... ~ J' C 'CH
f j~ ROA 0 ",AY "N' 5" G R~A:.!l0!!E';-~'b:c==:=:::::;=;:;;;::= 't' 'SUI;A8~ ~/~~R~.1~" 150 ~E:>G£ SHOu~r-E" AVAILABLE MAT L ~' -_.L.
L' .~~~P\;~,PE
1 16'
'\ -, ~1-.' I , £810(, OF ol,e ..
I . -1 ~.
t11 .J. ~ ...... ~ 1 ~ )..- """----...
DITCH BLOCK INSTALLATION
1 11.
NOTE
~ - ' -1, M; rop a UPSTREAM 5, Of O~
OtTe .. 8LOC_ TO 8£ "1l0TE CTEO IY RIP'RAP WHEN O.RECT(O By Tto£ [NGlIliEER
$ECTION A-A WHEN 4'" OR LARGER PI"'r IS USED, ·010 [\.Ev OV DITCH BLOC" is TO IE '50 OR SHOUlOEIII ELEv • ..wHiCHEIIER IS LOWEll
p
r ~F;"":: 'V~ f". ...~"-"~;:. • <~if., ~ :;;;.;.," §'~:.£ .~~.'~~ ~f:' ::.~ ,··,i,;;· ,~,C:~~i'J;:i~;~i,h#:~=j10L
vi
!J! l~
,~ ! t • ~ ld~'
.9\1!."~--~ II
• i __ "J:,nterljnc
---L-----::~--- -----1
"",dt (dOt
11--il
,"'_1 C_
5. • 0 o.
'.:. !
_". J~ Z. 'oC? ~~
OlCilll 01 ,
CuAVt
o-t!:!' He o-~' He 0-4" He '·00' He ,. so' fie POO' lie 2·30' Ite s-od flC ,.so' IIC .-00' IIC '·00' flC roo' Ite .,.od ItC .·00' .045 ,·00' ,046
10-00' ,041 11·00' .0'0 IPOO' ,052 .5·00' .055 1.·00' .055 Iroo' ,051 1.·00' ,05' 2(1'00' .060
1'10._1 C'ow" !ftald' [dOt 0,,1,
-~-
----- -+- -----0 ......... __ ........ ____ ....
--- --- Pro
,--1%--,-
r -;c '"" Ii
-~-, ~
TABLE OF SUPERELEVATION RUNOFF DISTANCES a WIDENING v. 30 MPH
l W t
0 HC 0 Ne 0 He 0 fie
100 IIC 100 IIC 100 Re 100 lie 100 '" Z IIC 100 0 RC 100 Z 046 100
j .050
100 .054 100 .056 100 051 100 .059 100 .060 100 2.0 .060 100 2,0 100 2.0 100 2,5
100 5.0 100 5,5
y. 40 MPH V'~MPH
l W NOTE:
l W • 0
1
Ne 0
1
0 HC C 0 IIC 0
125 IIC 150 125 IIC 150 125 IIC 15O 125
'" IIC 150
'" 125 z .044 150 Z 0
.C41 150 0
125 z z 125 I 051 150
j 125 .~5E 150 125 I 059 150 125 .060 150 125 .060 150 125 U5 2.0 125 2.0 125 2.5
,. S,
l' Lt
W' Wi aninQ,
NC- Normal crown
AC- RemOVI tldv.". c.own. Extend notmal e,olS slope.
OtIC.; --~ ... .-..,...- .... -.,..
....... ....,.. MIl ....... ~,. ... __..i -...~.-....,. ..... _-.-..~_ I
I 12.-
I. Superlleva'ion sllall be rotated aboul Itle cenle.hlle
2. Tile 'rall •• tiOfl '.ng'''' .. ay ,.rend all 'Quo: dillance
inlo eac" cutwe wlle'l insufflCien' ta"gent dis!ance
e.I,,, beTweell cU'ves
l CurvI wide"iflQ s"OIl lie effected on ""i'e of curve
,
.'4\_ I IY OESCttIPTION DATI
" I RIff I £R Wi'5 As Buil 7-77
AL YESKA PlPELi~'E SERVICE COMPANY, ,fAGENT TRANS AL\SftA PIPELINE SYSTEM
H:.:.MIrAY AS BUILT YUKON IIIYU TO PRUDHOE BAY
TYPICAL SECTIONS AND DETAUL5 SUPERELEVATION AND DRAINAmE
IL~ BAlCER, JR"INC. CONSULTING ENG/IIa£RS .AVltI, IlL JACKSON, IIISS FA._III, A_
DIlTi:·7-77 ... EIIT 111), I
I ,,-
DRAWING NCO,
D-I03-CW,
SHEET NeD, 40
u ~X
M"
~ .. > .~
1 i
L ...... ~ .....
~ ~
!!"'" ~-----4~ ~~rr1 I I II I I [I 1 J ...2 &- ~.. Mi. rtf -: i d"~:f1 ::!.L ~ Z ___ j
A"'": >-\(' ~ - , ----- - -----==-..:-----.:--"- -- ~... .l\_g.,.. . X .::t. yo ~
-- - - - - --- ------------------------------- --, ~. 0 < h L ~ .... FLOW -
FLOWe.
--- ------- -------- I ' __ ~o :J:,.. . ~ ~~~M _~ .....• ~---"----------------l--------t------------- '" :;tt ~ rt,.~ r..~' \Dr __
v t.'" -""=> ~ "r _ • I'j,j "r j ~ ..l1-'x.<J ~!' ~_ -
- I~ ~~ Ii" :f\; P' ~ ~r --==-
T T
I
COMPETENT SOILS LENGTH Of STONE PROTECTlON(Lspl
OUTLET VElOCITY (Vo) [rVSEc]
r.:::1 10 II 12 .3 :4 15 ." ~ 24" e 9 10 10 II 12
~ 30· II 12 13 14 15 16
~ 36" 14 15 16 Ie 19 20
20 2" 23 24 26 21
29 30 32 --
35 37 38
46 4'n !>O
50 53 56 -
56 58 61
!: 1-· :1
~
r '-
~~~/--
_ --K TOE OF SLOPE --11
.~~ t,
1
·1 I' al ~ a
1- o,~
.. OTE:
.. EACH END OF THE CULVERTS SHALL 8E PLACED SO THAT ENOS OF CULVERT WILL 8E LOCATED 8ETWEEN THE TOE OF SLOPE AND THE POINT WHERE THE SLOPE INTERSECTS THE CENTER OF THE CULVERT
i 1"-
GENERAL PLAN
1I"l"/, t 11;'-/, , •
SECTION T~ROUGH F IL L
"'(lTf T"I"CHI <. A"'O rill \It ,IT riP, .... AI I I" r IIIWIII' 'n., T,' IHE flT'NT (lIR" I,D fI' I .. , ''''r.IMH.'' IWIAIIIWIUIWI (AM(I(R ~(1R rIll H(IG .. T IE ..... THAI<! 10 "f( T SHAll 1'£ 1(1 .... ,)1' I('TAI l( ",r,TH (IF PI",: MA lllWll'lWI (AIWIIlE R ~ (I" 1'.1. l I'" f' Cf. S S 0' 10 Ff[T ... HAll liE • ~.", Of TOTAl l (I\I(,1H Of PIP( .. Hf ... ElI.Cl.SS'VE YElPCITIE'; ANfl ,'«ISTl/\lG CHA ... NEI GH~"'[Hn DICTATES. Rlr' RIIPStllllL fiE PlACED ,'N ROADSIDE AND CHIIN"'fl SIt1PE<, AS O,R[fTr(l B'I' TH( EIiIGI~ER
... TUftAl. STREIM B(O /\lOT TO B( DISTURBED W HE .. PLAC I NG RIP - R AP CULVERt SHAU I!f. ''''''II\LLfl1 TO LINE A!IIl' GRADE f ·.TAf!LI~"f[' 1/\1 THE FlFI (I 11'1' THE fM1INHR
~
16' r~ ' .. k. f ~;v ;;.i": '('~'.:: :&L~;.:~:'" ~;·.;tH) ;t;}j'd.~<~i>m
----------/
.......... , ... ,,/ t
2 ~ ~:..L ............ :.a}-#,-
NON - COMPETENT SOILS LENGTH OF STONE PROTECTION iLspi
OUTLE T VELOCITY (Vol [nISEC ]
r-, , 1 • r- ;--.- 0 ' 1"""'-" .. 10 II 12 13 14 15 ." '%' .... - I,' III "I 14 I!> 16 21 27! 31 35 39 4.3 .. _~_
L~.J .• O~ Il 113 I' I r 18 19 20 2~ 1 31 35_ 42 _4!.. .~~_ 'Ib • , • ., 11 19 20 22 .., 24 31 37 45 49 55
-- .•. _-'-=--cf 48- 16 .9 22 23 26 21 29 30 32 37 46 53 59
f>l'- 2l' j n l5 21 30 32 34 36 38 39 42 _ .. 52- r ~61 ;: I : l~ ." 96
~ I,Ll8'
A 110-
NOH
:-t~
.... B
" ~!I
'4 '8
."J
It.
40
i 43
34' 34 36 39 41 43 45 41 48 60 f- .
39 43 46 48 51 53 56 58 60 62~ . f---- --
43 47 50 53 56 58 60 63 66 68
41 51 54 57 50_ .!3j -66- -68 71 14
IHIS IfoiSTALLATION SHALL NOT BE PLACED ON TEMPORARY ACCESS
ROADS IT SHALL 8E PLACED ON PERMANENT ACCESS ROADS AS DIRECTED 8Y THE ENGINEER.
fTOP OF BANK
-.. ~--. :sqr J J I <- .......... __ I - !
TOE OF SLOPE ~r T- 2 (Stone Diameter) FOR VELOCITIES OF 3-5 FP.S. FOR ,VELOCITIES OF 5-8 F.P.S. FOR VELOCITIES> 8 F.P.S.
Ta 12-T·'ST· 24-
~.""........-n ......... _.,.. 5 ----- IC'
....... ..,..-,. ..... ~---. ~ .... ~ ...................... -. _Tlll: ...... ~ .......... r.va ....... .
I 12..
,
II£VlSIOII I IY II€SCR.PT_ illiTE
() I Riff flJi>-il~5 As &lil+ Issue 7-77
AL'tE5:'J. PiPeLINE SERVICE COMPANY. AGENT TRf.!«S ALASKA PIPELINE SYSTEM
HIGHWAY AS 8UILT YUI<OfI RIVER TO MUOItOE SAY
TYP:CAL SECTIONS AND DETAILS CULVERT INSTALLATION
..atAf:L eAKER. .lit .. INC. CONSULT11116 ENGINEERS .-. IlL .--. MISS. FAI_S. All.
DAft'T-Tr __ TIIG.I
-/JV~ r."EI4I.I.t. ~ F.;#... AL'fIl .... .... ..c.
I
'{,a
DRAWING NO.
D-I03-CIA
SHEET NO. 4d
I 2'lx
2fJx.
~ ~
rrlT'1 I~: ~ Ii 1;'1 J. L , rr·rt--+-+--i
11'1 i i
III I!: i I I! I loll ill, I I I, I '! I I' ,
I • rclol
I lf~;~; iii i i" I ! I,I;! i:; I' L.; ,',
!i:l<il? : i.: I;' '"<, "~.
rh iLJ
!=l , ..J I
l __ .~ ,
roo ... _~_
i': ~ ., ~
I! , [I'"
, i::! , I
I: I ; I; I~i! ; I i j : ~ I::
i I; I i
II~~ i; ~\)C\1t r,t· I I J;
! ! '
:'l.,
i '-'I
J~~,~~~~ I ::! I
ll_J
, ~
---r~,--
t- -- . i L--J--.-- ..
i
I
J~J .. !! ~,
J~_,,_.
1~80~ ___ , __ _
1 --_.! -1440· --I
---. r-" /440., :.
I t-::~:-~--
I~: '~ ----T--·- ;I:
I
1- - t . -. --1-::-: .
-'-3?tlf1
.... -... ;--·-:..~~,·1:·
~~I:-·---:tl ~.~.i
//
y/~ ~ ~ ~ !
"'" ~ ~
"'''. ~~ ff·~.,-y
Ale 48" Otf....!:!.P.-£LNE. 6'!!!!!E:Y ~ 2-________ _
/ / -- /
Q,lver+ l~f6l/ed L~ ~ ~
.., ,_~ L "" Cl.llvt!lrT Ir_,QIk:f,d Culver! In~-IQlled .. ;-~ '_kH,"" Gfo. 178IJH'99
/ TM;N R .... ,1:M.
-- CtIIverf In~follt!ld' . • .-- . -, ~ '.J Culvt!lrf In~Ta/J=:I /
f 'ngn,lI4d ~ .... Culver 5+ 74
JAG 119-;;> /
--~ / "-P-!i~P-~ 9-10 a.c. Prorl1e
I -----~
fila. 176;?#47 ~'-;;>4"C.M.R, J~ ca. I() - 1.11 G1c4w
ClJ/"erl J~folled !STo. 1755 ~ 51 ~'-24" C.MI? , I~ t:;a. /0·1.11 Gkew
G+o. 1751+ 9!> ~'-80" CNI./?, I~ 40.
G-Io. 17~?'~ ~ Gta. 177'7' ~ 15
15- HU Skew ~'-;;>4" eM.? ,/~ 40. 70"-;;>4" C.M.P. ,/~ (;t7. IS· Nil 5kew 4.. RU G/t:ew
CulVt!lr+ Ins/oiled Culv8rl- In~foli{!ld 510. 1757'" 57 ~fo. 1774.,. J?;? 60'-80" CoM.Po , k: C;O. 80'-;;>4· eM.p.,11!. t4<:J. 10" LJI 'Gkew :?8-RII G/t:ew
Culvt~rl In&Talldd Gfa. 179~-I-55 7O'-A'4' c.M.P., I~ c;o. :l:r RJI (i~ew
~ '-;;>4" eM.P. , I~~.
-- ----1'
Culvert- InsTolIM . ~fo. 17'98-1-00 ':-116'-~" c.MP., l:l Co.
l!rLJl5kew
1 ..- .---.-- ---.-.. -.--.~----- -·---...;-·------·-·-----·,-------i----~--L
. . j .; ;,,: t CulVt!lrl In&folled I . j l· I : ! 6+4.1799+48
! ' : 90'~" C.tH.P. Ilif 40. T.I .... ""'GI':/'Ioi/,tn ._ <_ __ I ___ .--:.. __ • To8.""- "~5: /'IQi/ in ;:l;? /..JI (ikt!lw S·Sprvce 6,Z',(j: -r.," Sp:"vce ~Z '~u. 31'l:7. /75~ ... 00 ,.,: StlI. /7t!J6-roo .eleva ",'/on /.:7~8. Z~ .. ~--j' ~---t ~.~ -1-- i Cleva"'ion ~~8C.:71 ,1
- -- --.-~ --- ~----~--------..:---....-----------.--:---- .. ;.._-----1-------.-i ----~--. --.--:.-.--~---~--t_----t.----~-.. -+--. . . . ... 1'" 1 i I: ii I : i ; i 1 6
:'-- -----,--t---.--- i -i'-' J . t i- '~--'--j- .i'i' :'-'It ... ! ~"'ol'il4 t;rcde I I . I ; -1 -.'-.-f--~ ----- ---~------ --- ~ ----~--+-~~-~-A'
j • t I I 4+_l. _
!Sfo. IBI;?~()() U:;'-/i'4· C.M.P., I~ 40.
T.~ "iow"; Noil in /2' '*"'" 7~' Rt: 9*1. /810.,. 00 E/evqh(;n ~ 76
-.. ----- r--- ___ ~ ____ .--J-- ____ ~ __
. t-- -t -... : 1 ,
_.-~~=:~~j~=~~_-~;-- u---:'-~-r-~Y ~ --:-~-lr~~~-t--f-·r··~·i+·L l I
r' I I T I' • j I ---1 ';'---;~-~--'-. : ; i ~- r·-··~---~-----r--~ I' ' i: ~ - ; i : ! -~~ ... __ ~._;,--L:--:--l--~· +_1. __ l--.~ - '1---":"";""'" -.,---' t.-... 1-t-+-d- ! ~-·tjj-i-- --'--:--r-1 t---~- -j---+~I
I ' I 0 - T' • l' 1 I I . ~... I + I L-j • • t .,. I '" It· -. I "i
i~
... j
Q
!Ii r..: ~
-- ----~: --' -~.-"--:'-'--: --.. ~ I i ____ : __ • __ ._ L '-r ~~--T t 1 I I I_~_~; --r-.l- - ',-- ~ ~ ~ ~ ~ - ~ ~ ~ ~ ~ ~ ~ , ~ ~- ~ ~ ~ ~ ~ ~ ~ - ~ ~ ~ ~ - ~ ~ - I~ ~ t! ~ 2 ~ 1ft . • ! l I' ~ I' ~ ~ . . ~. III t; 1t . t: ~ !Ii ~ ~ ~ ~ !l ~ ~ ~ .. ~ i -- ~ I.. ~ .. .J ~ ~ ~ ~ ,; !l ~, ~ ~ ~ ~ i ~. ... , , ~.
~-A 9-74 p~ 5-10. JI!1;UI#57 70'-;;>4" CoM.P., 1<$ Co· I:r [.JI 5ketv
~J,,:! aNl.p. , I~ 4'0. . 61;t5 Ifl-U As Buill ProriI4 I 19· [.11 Gk4w . M./) -113 ,.;-~ CuI1l'4r1"16
",.,.~. .',..,
;
To 8. M. f'r /'furr'y" : Noil in ZO • Spn,ice ,;0' fir. $4. /~Z~ .,. 00 £/evedion I~?JB. 38
,:8. ..... 1II",,, : Nod in '-# SprLla! ,,~' fil: $1'0. 18/~"00 EleVaTion /~39.~"
. -----_.- ---;- - ---
-r.aM. -~"':No,1 in ~ • Sp-vc.r 50' It FIt: ST.:1. /M~'" /.!J PtI,It:II·,orJ /7$".~
. T.8.M. ~50I(y· : No,1 In /2' SpvC6 ~O'RI': Sfl7. /4~!J" 00 /:ldV4J"ion /7().$-,e
_ T.e.M. -bndo" :Na,'~ In 1/-$po-lAZ IiO ~ ....
Sit? /~ '-/5 -' 4'MJIfOhCn /628./6
__ , ---1.--.. : ___ ~_,_"':' ___ .~ ____ To"", -rejtl$-:NtIIJ i '. I . , 117 ~. :::1p'7/ct!: t:tru: i !.::!. StD. /6r;.,-'*OO ; £11!J1I01'IOn ~.~
I I 1 : : - -·-·:'-··f-----:---·t-.. ---~--t-··-·-T--·--··--
, I I
-__L t, --1- ---1----L--J-, -t---' ---L'-,--~ ~ ~ ~ ~ ... ~ ~ ~ ~ ~ ~ ~ ~ - ~ - ~ - ..
~ _J , '.', :".' ,,-_ !.sq
-\\.~ ,.1,
1840
'1800 :
,-I
:"~~I _-1J7;;>tL
1~80 .. i
I N,40 I
- ~ --, i
--I .. --~ --'-' _! .. /~-
is '" ~ ~ ~ ~ ~ ~ ~ rt ~ ti- ~ ~ ~ ~ ii.i ~ ~ I \\ ~ .: .j " ~ "'" ~. "" ~ " ..... ...... .... .... ...... ..... ..... ......... .... "'"i ~ ~ '" ..... .' i ~ •• _____ • ___ ~_. _____________ - _ ------.~ __ _! __ • ____ ~ ____ ___'__~ ___ • _~ _______ l.. __
J7~ 1770 1780 J7'A' IBOO 1810 --"50- -
~ ~ ~ ... ~ ~ ~ ~ ~ ~ ~ ~ ~ 3 ~ f J I' ~ ~ ~ K f ~ I. '. '. ---t 1t1;t()-- -,------. ·-----·/680 J840 11!1&() JI!M,O ----,-----'-
Pt.ATE t~t.~ .. ~~~,~:£r:'?.f.-I(:~ .~~ p R 5~ .\ ",,>A fotu
---------------~
1 1 16' I~
,.
r~ ':"*.//V>l'; '2i~=~<::~" ·~0':;·)2~e..rFt)ti~1~;t.o,.,i:~~.}¥'j
I I ,
12.. ". ,
2'lX
2fJX
(~ ,
n .. ' It.' ....... ++ ... i i j i ! I " i I ! i:, ' i
I I; 1 !
I ! iii I , ! ' I ' I I !! ;
t !!! Ii Itll: ''':
, ~~ ~
. I. :_ ",:.c
r-'~ I <[ ! c{ L ___ _
it . -- .... ,,; l!
--',-- -, --1 r :
. -~ ~-i
If'OO
1t¥O.
, 1tUr)' ;; t! --- ;---
, . : i~' • it:~~~ r ~
'~\,)ClQ;, ~E60i,. ~ ~ -------1 ~I
1740· -- --.,--_._-
---I-~--~ 170(l -~I ~1~-t;'~·J?J;4
CURVE PAIA 1!/.-1887+93.16 [:)=2'"II'OO"L1' D = 3"00' T= 497.18 L-972.78' R = 1."011.86'
~V-
~%. ..., IU!
"1892 ·68.76
~
~~~
~:& loS I't.. "l_RP
PC /96/ +22.2A
~
If}" -.......... If' PT 1'173 #82.24-
I ~
t~· ~ ~.
i~' t,fJ ~ ~
," ~ to
I..'J..~ 0(0 ~ ~ ~ I i ~~ ~~
I-~
CURVE DATA P.I .• 1967 -54. 7'1 o -/2-~6'OO' L-r. (I ,. roo' T = 632..55' L "1260.00 R = 572.'1_ 58'
~ ~ !
~f §] ~
I I i I I I I J \. \.., I ~"-..... 'Q:! I ,- N<rV; !' .. -_ .. -'- i - · · ~SrArE HIGHWAY=--- ~ I ___ --~ _______ _
i§ AlG 4S"O/L PIP£L!!:!.E.~E!.._U--------------------- .1=----SIG48"OILPIP£LlN£ SURVEY ~:.:::;r / -----,,?------- N'a iVa ~ I -------- lYl
CURVE DATA ~ ,
c.:: 6~'S~' 40 Rt t:i D ... 5·00' '11: T= 714.58' L = 1.2 77. 8'" . '-- .. 1tJ!f1
R z 1./45.92 ............. -'J IV'
. Culver! Inlfrll/ed !Ifl1./877+00 7O'-24·CM~ /6 gil.
P.L:IB7S+I8.S! J.:. / ~
CI I, ... _~-/C''''''';' I .. . .~.~-!.-!~~
Culvert Insftl/led Sta. 1882 +45
.~ - Cu/~rl/n'-ttllJed U v~rl' In$fr7lfld U'I/'C'rl n$frIl1tul Culvert In4h1l1eJ ' P-G 1970 ac.prof'i/e Sfa./'902 +'17 S1a.19B2 +50 STtI.19$4 +4-6 . 6 -A 1'170 PIon
70 '-24 ''cMP,16 go. 7-LHSkew
Cu/vtfrt Installed 8tt:}. 1890 + 94-70'-24" CHI! 16 ~tI. ~O"i.H5kew
---' - Culvtfrt Insftlll"; Sftl.1885 ·01 70'-24"CMP,16 gt7. 16· LJ# Skew
T.8,M. *68: No,i' in 4'Sp-~ 70',tiY:~ /t!!I?r;. ---80 ,r;/ .. w:lhi:n /7.5.8. 0.1
StD. 1893· 94 90'-60"CMp, 12gQ . 6-RHSkew
70'-6f1'CMP.12glJ. 70 '-:-24 "CMP,16gil. 70'-30·CMP. 16ga, .5123 12-74 As Built- P1"Orile. 2· LH Skew r LH SklilW' 45· R H Skew . 1~/J5 ~-7~ Culverfs
Culv~rt Insf'ol/ed Culvert /ns1r:llieJ $tQ./901 +/1 510./916 +IS
·6S'-24·CMp,16gD. 60'-24"CMp, 1690. 7"LH Skew 6"LH Skew
f -I
-I
CII/vert In~+OJled $1"tI. /9!S/ +65 70'-4-8 "CMP, 14g(). ~dRHSk~w
t -t--. T.e.M. '"'.Jeff"',No,l T,e.M. ';70 t Noil
J In So ~ce ~' L.r. I . SfD. /'!1~ ~ 20
in S· Spru:e .§O~ .t:!': ~ /9~!1.;.fO
1 . i £/evohi:Jn /1;1- 4. P ; £.evoflon /~7~. 0?1
~ ~. ! .--.,--. ....----.- -_·_-'-t-- _~ __ .;.'r ______ ~ ________ ~ _____ . ______ ._. ___ .~_. __ -~----t--.- .. - -----t ~ -.. ~~.- .. ! f ,- t • • I I j , J'; ~ ~ 1
• - • '--I -. - - -, . I r" J f t t" I I '
-~---:---~---L-- : __ ~ ___ '_~! __ :_~ __ : __ J ___ ! __ l __ .~ ___ ~ __ L_ -• 1 f :. I • • : t i
, i tIl I t - r- --i j- . ~ --....:.---L---.-----+---~--~--~ -:.....--.:..- ----.---- -:-1.---+ __ -+ __ • ~-
. ! • I : ; : ! '. : ;, I I I , I ,t l; : 1 I . : --I - -; - T -: - r - : -~ --; --- ; ~ r ; --! - I
___ Toe.,... '"' 8v71le •• : No,l In "H Sp-~ //O'.u: €
S1o- J9-?c. .. .zo £lel"oni:Y7 n'zO.lJ9
··--0~ L
",&oM. ~Gn:md.Y"" Nod in 7" $pr~ /010' HI: Sfp. /9~0 ... .!SO £/even''/on /7.5/. Z.!I
T.8.M. "'7/~ No,1 m ..;'·~e f60~U. SftI.. J'9c:;9'" 90 £/ell'Ohan /&.87..!i6'
::- 1'" ,-.,; ,:'< '~ji~ r ~
--r---'~ ! f
, ." i i
; ~ I
- I : ~ !
i cr.: I
~J
. · '+H' , ! ., I I 1! 1 - ---- ....: ___ -----4---
1
' -.- ' --.-....;-----' -' -i---T--- --.:.....-- ---, I : f· i :. t :! i 6. ;. :' , ,I . I it~ , 1 . I '!' .,~ I
-;- ---- ~--- --t" ----
I~ I ,I .•. !
- ---~-:-.; ; ! --:- -T------r~--7 --l-~---i-:- I ' ; : - I . ; _ ; I. . I
-- --1-
i + I
i 1-
----I I t
~-j ~YJ • ~ ; .. ':
:/900
-=1 /8::lO I -- I
I
I _.'7110 ___ 1
174() _ ..
_____ j 7tXJ. __
~-I 1.r.20: .! :--~------r--~---f----: -~------<---~--~----.:.+---': 1-: . ;; +---~~---I---i--i-
,j f i---- ----------------- l --------r-----
. , "~---- +-------_. --+-,----_.
)
------- ~.--!.~-
, 2'IX
, " ~ ~. ~ ~. ,~ 'i ~ · · · ~I , ~, , • ~ - ~. - • ~ - ~' ~ " - ~~ ~. • ~ ~ ~ td ~ :f !i ~ ~ ~:f =r II ~, -~. ~' ~ 11 ~ i'! ~ ~ !'J ... ~ :g ~ !i ;:::' ~' lei ! ~ ~ ~ ~ ~ ~ ~ ~ ~ . ~ . ~ ~. . ~' ~ ~ ~ . . . ~ ~ ~ ~ . ~ . ~. ~ ~ ..... ~ ....... -.. ....... ..... "'I 01:......................... ............... '.................... ............ "...... - ...... ..... ...... ....... ..... " ..... ~~----- __ - ____________________________________ L___ __ ____ L~,_' , ____________ ~____ _ _ _________ , __ ~ ____ : ___ ._
1 16 '
ItI70 1860 /tiff) 190() 1<9/0 I911CJ W!1O IfIttI()
1 I~
r·· ~.itS". t, ~~'.,5-'E:·'-'!·' :-,~-,;. ·-'tt~a--; ia~.~ L:....-..:.:. "·'i' brt" 54,,;. "': ... <,;.;.!:~,~. - -;:. ~':,;-: ~~/~"":;.;; ':.c~,..~::!\··I.·-~~..-',:~~,.:i~j~.,~ ..
~
PLATE I FLA .... - ;:>hCl'"i~ -!: t1 " ~ .<'1". VP; _ .... ::
I , I J 2'IX
12._ ". 2fJX