HomeMy WebLinkAboutSite Plans1
rs:
01
_); 7., 1 11
= il r i ; 1%' 1. 11 1 L11
h U EXISTING OVERHEAD
1 JELECTRIC LINES
I .1I
11 I1I l•t 3r
OPERATING, INC. '
AT HWY. 215 (TE IN
SEE SHEET 6 FOR DETAILS)
,EXISTING LINN
' WATER VALVE
STA: 0+00 —
•,
•
II
aa/
HIGHWAY
1 H ...
rr1
EXISTING OVERHEAD
ELECTRIC LINE & POLES
1 #i#
s`
t t L
SEE SHEET 6
FOR DETAILS
(CLOUD AREA) t
2.5 Ic '
1 1 r
1 I I 11 �/i
EXISTING PIPELINE CORRIDOR 1 ` I
1' jc I t ! I I
1 r I 1 � 4 �`•1'`'�
•• ( 1 \jj
1 1 r 1r `1 U}/
r+,
I
I I
rr t
11
111 1 1
1 r ,
' I I I i.
1 ,SEE SHEET 3 FOR ABOVE
e i ( GROUND AND BELOW
i ? `/ GROUND PIPEUNE
1 r DESIGNATIONS IN THIS
J . AREA.
1 ! f
111{ l; 1 y
i l,.ff
��1 1 , , � _' 4 f fit.
CLIFF ZONE I •/J
f1 5;I f/' j I_ f i77
i1(A.?"
J +
!1 1 � 'Y
•
I k �'
, '''
1
PIPELINE STAGING AREA 1','. \ 'L�ry ! ,
1. ? I > \, `
L L
i l ,' \� \ i
.J 1
1 1/
,�., 1'
t 1
/rrjj}{ r,
1
T T' f r J t 7 1
1 1 f '' r+ { +Ji
l i I i '•''fes % -/f
1 1 ' 1 , f`{� fry i fj {
i i y 1 jr , ,,,/'i 'i t 'EI
1,,,
r,„,
PROPOSED
AIRVAC
VAULT
STA 26+57.8
r r 1
`,l
1 1
'\ 1
\
S
�, '1 ` .` 1 is 1,
8a` A► • \ 5 T r--; -J
1 c4 % 15f / r --•-....a y
1 1 ‘. 11 PROPOSED WATER I
y $ 0,,v,:-\ '` UNE RWTE '�
I t I 9,1A, } 1:J J ""_
// "N- t 1 100!" 1L \ t'• 4 1115 `t+
/ r• 1 1 f ' '\._) 1 100}51 1 l ,1 t c \., ''
���l 1�`
,i ' f jr ` i i 00m 1, •••:\ / t
t iI f `' 1.,,i
rfi /.: ,`f oO ' � ') Lr.^`'f ,''•i/eb/I \.ti,r/ i i ••� II 1 r `. +' r
�{ / 1� f (L ' l; / , / I/ Ib 61 ; \1! /
f f •./ ,r •of 111 I i} .- '1 ,r ..•. •. f
w
/
' EXISTIN . Illl
�OPERIA-00, I,
AND AS, L1 1
frr if ,/ • (
)
I 1
fF .( j '1 ti 1(
/ / •1 ' /r )( i I
r
/ r'' 1 r f . 1 __ .:'•
1 i
/1
J 1 1•,
r
/ ,4/ : �.
" . ` `. (; 1• •/r•
�� I 1 t
I
i
/OPERATING,'
/ INC. CDP
SITE
)
•
47010
AD 1` •\ \'1 ` V' �1 p 32 / W4TE121V(
%,'.. t. �� L„1/4`. \ ~`•.1!IpR�Ab %�• `� STAT1115 6r2
e
L{ , L
1
Ill• . I :iipOF E I ,'; i /°3161:1
3 Z
{1 QI.! tis tlBtCE i �' f,' f•' f, f�`
sem. ! :0,,!•1 / /`
f{.1; '�I� ,/ i
f 1.:./..s-^-- , , #.f f ,.;' f
%i= 01/<;.71
b f� �i /1
f r''
1~ t
1 1
5 11
1 1 41
! �'1 1
1 s1 f S
J .� ./ 7 i• •, •• -- •.� •,,
06
r . 'f 11 IRQ Lo�9DSSING
{Il•
L pfl� R uyEI1 L ilI ,t/'
-ti,/
r /'' - 1 / 1 /I I.
1
1'
, i ,a
\ 1 . "^• vim. ... M, r•.
- j',Arr....".
.. ... f","r , I
frl
.
,.•' - ./
..
` . t
1
•-- .A-• 11:
SITE SURVEY
P,A,N VIEW
GARFIELD COUNTY, COLORADO
1f J/ , \;/ ,� I
F' CEI ne .' 1
\ OM 3 AO `% � 1'•' f� •tet$ i.. 1/ I
\ /
./
PROPOSED WATER LINE:
HORIZONTAL FOOTAGE: 11,586 FT.
SLACK CHAIN FOOTAGE: 3,230 FT. (ABOVE GROUND)
STA. 1+51.5 THRU STA 26+57.8
SLACK CHAIN FOOTAGE: 9,196 FT. (13ELQW GROUND)
STA. 0+00 THRU STA. 1+51.5 AND
STA. 26+57.8 THRU STA. 115+86.2
TOTAL SLACK CHAIN: 12,426 FT.
VERTICAL ELEVATION CHANGE: 2,447 FT.
[LINN
Energy
I :f
P,
6.I
GRAPHIC SCALE
300 0 150 NO
000
1203
CONSTRUCTION SURVEYS, NC.
0012 SLNRISE BLVD
SILT, CO 81652
ENCANA, Oil- 4 GAS NSA) NC.
DRAFTED BY: TH
CHECKED BY: GB
DATE: 08/25/14
DWG: OLD MOUNTAIN PRO.—WL TH
SHEET 2 OF 6
SURVEYOR'S CERTIFICATE
1, George R. Bauer: o Professlonol Land Surveyor in the Stole of
Colorodo do hereby certify that this Survey wos mode under my
direct supervision, and That this Site Pion represents said Survey.
COLORADO P.L.S. 27925
EXXON/11OI1ILs
SITE IS
APPX 10.0
MILES FROM
THE
TOWN OF
PARACHUTE
YICINIT'r M410
SITE SURVEY
PL4N arid PROFILE
PROPOSED r4164, PIPELINE
SITUATED N SECTION 36 T. 5 S., R. 96 W., SECTIONS 31 4 32, T. 5 S., R. SD W.,
AND SECTIONS 2 4 3, T. 6 S., R. 96 W. 6th P.M.
GARFIELD COUNTY, COLORADO
GRAPHIC SCALE
ww o woo woo �000
mro
PROPOSED WATER LINE:
HORIZONTAL FOOTAGE: 11,586 FT.
SLACK CHAIN FOOTAGE:
SLACK CHAIN FOOTAGE:
TOTAL SLACK CHAIN:
( IN Fly )
1 Inch - 2000ft.
3,230 FT. (ABOVE GROUND)
9,196 FT, (BELOW GROUND)
12,426 FT.
VERTICAL ELEVATION CHANGE: 2,447 FT.
LINN
Energy
NA±0A8 Loh(
CONSTRUCTION SURVEYS, NC.
0012 SUNRISE BLVD.
SILT, CO 81652
970-876-5153
PROPERTY OWNER:
ENCANA OIL 4 GAS (USA) INC.
DRAFTED BY: TH CHECKED BY: GB
DATE: 06/25/14 DWG: OLD 1,40UNTAN PROP -WL TH
SHEET 1 OF 6
7400
- • -I-
7700 _ _
i
7500
1 1
! I 1
- 4 -
PROPILE VIEW
1 1 :
PROPOS D l'A°'ESA WA ,I\,
,- 4.-- -1-• ---- --- -I-- ---,- -- 1 — .7 SITUATED N SECTION 36 T. a a., R. Lu., SECTIONS 31 4 32, T.
- .L L. L i 1 AND SECTIONS 2 4 3, T. 6 B., R. U.). 6.th P.M.
! I 1 . I ! GARFIELD COUNTY, COLORADO
72M 7 - 1 - 1 ; 1 I I . 1
- - -I-- --+ -1 ; I [ I 1- I f ---+ I - -f- i +
,,,,, _L_ _l _ _ L i L_i. I L i.
. ! 1 1 11111! !Iiii11,i1 1 1 1
1 • T - ; I I I -1 1 I r 1- i ! ! I I
7000 -- +
I - ' 1 . - L I, I
6900
6800
6700
6600
6500
6400
6300
6200
600
? 1 i
T
- H - I -
! L I I I
iii! 1,1111i
SEE *IEEE 8
FOR DETAILS
111 AftEA
8000
5900
STA: 1+51.5 ELEV: 5847.9
BEGIN ABOVE GROUND
END BELOW GROUND
J. WATERLINE
//TOP OF 692S11/10 WATER VALVE (TIE IN)
A.-- ST 0+00 ELEV, 5757.8
-r-
/
‘-‘9/
- - - - -
\<.‘
i c.) 150 ...
/..*
<v-.
' --!-- --I `,, 1 ',, • • i- --1- - ! 1 i ----1- •: ",- —I- -- I -1,11
/fr
+-I- -- I -- I- --I- I-- - -1.- 4- --1- -I --4 -
li,111 Jill
—
• /-
HORIZONTAL = I00'
VERTICAL 100'
PROPOSED WATER LINE:
HORIZONTAL FOOTAGE: 11,586 FT.
SLACK CHAIN FOOTAGE: 3,230 FT. (ABOVE GROUND)
STA. 1+51.5 THRU STA 26+57.8
SLACK CHA N FOOTAGE: 9,196 FT (BELOW GROUND)
STA. 0+00 THRU STA. 1+5 5 AND
VEITCA ELEyAillCH NGE 2 447 F 2
if
— -4
811
Th
STA: 27+15.7
MY: 7778.4
LOW POINT +/-
I I
STA: 26+57.8
EXISTING GRADE ELEV: 7798.1
PROPOSED AIRVAC VAULT
END ABOVE GROUND WATERLINE
BEGIN BELOW GROUND WATERLINE
8
8
S
8
pt
7. 0
P P
8
0+00
1+00
2+00
3980
4900
5.00
8+00
71 00
8+00
0400
10.00
11+00
12+00
13+00
14+00
15400
16+00
17400
98400
19+00
20+00
21400
22+00
23+00
24+00
25+00
20+00 27+00 28+00 29+00
LINN
Ener
NASDAQ:LINE
CONSTRUCTION SURvEyS, INC.
0012 SUNRISE
elLT, CO SI662
Sles-S16-5163
PIZOPERTY OWNER:
ENCANA OIL. 4 GAS (USA) INC.
DRAFTED BY: 11.4
CHECKED BY: CB
DATE: 06/25/14
DM OLD MOUNTAIN PROP -WL 1N
SHEET 3 OF 6
szoo 4 4- •
L
_L I L
I !
8100— --;
i
1- -L 4 +
1
7900 i
7800
7700 or"
7600
7500
565, 27+15.7
RDA 7778.4
LOW POINT +/-
STA: 26+57.8
EXIS116/G GRADE ELEV: 7796.1
PROPOSED AIRVAC VAULT
END ABOVE GROUND WATERLINE
BEGIN BELOW GROUND WATERUNE
SW.29044.1 ELEV: 7825.3
P0811 +/-
Flk 32+81.9 ELEV: 7756.2
1081 +0010 +/-
I
L
DIVING GRADE
SCALE
HORIZONTAL 100'
VERT ICAL 100'
(rrio)
1
57Ai 41+09-3 ELVA 7968.7
14611 A01111 +/-
STk. 42+71.7 ELEV: 7953.5
LOW +01110 +/-
!III
IITT
46
zE
ID
4. -
8
E
14
14
14
.6
21
14
a
14
14
14
14
25+00
8200
26+00
27+00
28+00
29+00
30+00
31+00
32+00
33+00
34+00
35+00
38+00
37+00
38 00
39+00
40+00
0100_ _. __ _ ------ T ------- T-7-1-- -------------------------- _., ------------------- _[i
41+90
8000
7900
1114
7800
I0
ill
01, kr!
* 8
0 OD
r-
81
1
DOMING GRADE
42+90
43+00
44+00
45+00
46+00
47+00
48+00
14 14
49+00
50+00
=1--t--
STA: 70+16.5 DAV 8169.2
111011 POW
51+00
14
14
52+00
53400
54+00
7
55+00
---
564-110
55-100
56 DO
57+00
58+00
59+00 60+00
61+00 62400 63-00
0 66
64+00 65+00 66+00 67+00 68000 694 00 70+00 71+00
72+ DO 73-00 74+00 75400 76+00
FOIE VIEW
PROPOSED IS -S4, LUAT RINE
SITUATED N SECTION 36 T. 5 S., R. 96 W., SECTIONS 31 4 32, T. 5 S., R. 95 W.,
AND SECTIONS 2 4 3, T. 6 S., R. 96 U.J. 6th P.M.
GARFIELD COUNTY, COLORADO
77+00 78490 79+00 00 81+00 82-00 83 DO 84+00 85+00 88+ 00
LINN
Energy
RA.1040 14146
CONSTRUCTION SURVEYS, NC.
0012 SUNRISE BLvO.
SiLT, CO 61662
TIC -816-6163
PROPERTY ou.NER:
BNCANA OIL 4 GAS (USA) INC.
DRAFTED 8?: TH CHECKED BY: GB
DATE: 06/25/14 DWG: OLD MOUNTAIN PROP -W_ TH
SHEET 4 OF 6
8200
8100
8000 - -
..i .�_.. __ _I-.
STA 88+018 ELVA 8124.2
LOW POINT +/-
EKS0HC GRADE-'
SCALE:
HORIZONTAL= ICC' -
_ VERTICAL= ICC'
6
ai $
oi
40
o m
33
m 6
33
33
mm
5E9 105+27.8 EIEY: 8205.2
-_ . HIGH POINT +/-
_
8
m� m m
8
$ n
2
g
STA: 115+8523
COSMIC GRADE EWA 8180.3
TIE IR 70 (7051010 COP
WATER VALVE
S
15+00
08+00
87+00
88+00
89+00
80-00
91+00
92+00
93+00
94+00
55+00
95+00
97+00
98+00
99+00
100+00
101+00
102+00
103+00
104+00
105+00
PROFILE /fMUJ
FiROOSD NTS,4 UUz' LIN
106+00
SITUATED IN SECTION 36 T. 5 5., R. 96 UJ., SECTIONS 31 4 32, T. 5 5„ R, 95 U.,
AND SECTIONS 2 a 3, T. 6 5., R. 96 U). 6th P.M.
GARPIELD COUNTY, COLORADO
107+00
108+00
109+00
IJNN
Energy
I.00 gni? l i (0E
110+00
111+00
112+00
113+00
114+00
115+00
8200
8100
00*
1800
7000
CONSTRUCTION SURVEYS, INC.
0012 SUNRISE BLVD.
SILT, CO 8'652
970-876-5753
oROPEQTY OWNER:
E1SCANA O;L 4 GAS (USA) INC.
DRAFTED BY: TH
CHECKED BY: CB
DATE: 06/25/14
DWG: OLD MOUNTAIN PROP -W, TH
SHE(I 5 01 6
GRAPHIC SCALE
w 40 ao
160
()
1 Inch = 40 ft
PROWLS BCALJ:
HORIZONTAL• B0'
VIRTICAL. BO'
__-
EXISTING
EXISTING LINN
OPERATING, INC. 8" n '
WATER LINE TO •'' •N
GARDEN GULCH
. PIPELINE
• ANCHORS
Q••
' O '
2. ••
O :.•
1 1
3
, 4d
k
EXISTING LINN OPERATING,
INC. WATER VALVE (TIE-IN
POINT)
STA: 1+51.5
PROPOSED LINN OPERATING. INC.
WATER LINE (BURIED FROM THIS
POINT GOWN TO TIE IN - START
ABOVE GROUND WATER LINE UP
STATION.)
PROPOSED PIPEUNE TO BE PLACED
BETWEEN ENTERPRISE ANO ENCANA
GASLINES
PROPOSED PIPELINE ANCHOR
LOCATION
EXISTING 36' ENTERPRISE GAS PIPELINE
I EXISTING 12' ENCANA GAS PIPELINE
1 IE
+ ` EXISTING ENCANA 12' GAS
PIPELINE
I �
I I
1 1
3
PROPOSED LINN OPERATING, INC.
WATER LINE
(ABOVE GROUND)
1II
f3
1111
I
111
788
j I I
..._...,• am, •.... m..or. _ 1
1I 6 tl
I
EXISTING OVERHEAD r II!
ELECTRIC LINES � ▪ 7 j
f Il
EXISTING OVERHEAD
ELECTRIC POWER POLES
+ 4
tl
PROPOSED SURFACE
WATERLINE
STA: 1 5847.9
END BELOW
GROUND
EXISTING GROUND BEGIN ABOVE GROUND
EXISTING BURIED %ii
i+ \ WATERDNE
WAIERLWE II EMU
PROPOSED B
E1051W/ ..
G WATER VALVE/ WATERLINE
r(GE-IN / POINT) / -
EXISTING E+ERPRISE GASIINE,
87' DEPTH,
PROPOSED BURIED WATERLINE.
. — 13•-7' LAN. OEP1H AT ENTERPRISE LINE CROSSING
SEE 'TIE IN CLOSEUP PROFlLE' (T1115 PAGE)
0+00 1400 2+00
TIE- IN PROFILE
3+00
TIE-IN GLOSS UP PLAN VIEW
TO EXISTING
WATER VALVE
6'-3'
0
�. —. I.. NIS. —. —• —• EE. —. IMM. O. M.. um.
EXISTING CSG -,
12" ENCANA ER�'
/ PIPELINE --
------ 8'-8'
90' TURN TO
— PARALLEL EXISTING
PIPE LINES,
SEE PLAN
13
7'
EXISTING 36"
ENTERPRISE
PIPELINE
�a0
N. e„,s,
V QO
PROM LE SCALE:
HORIZONTAL= NTS
VERTICAL' NTS
TIE-IN GLOSS UP PROFILE
COWER WATERLIts4
DETAIL SHEET
PROPOSED MESA WATER LINE
SITUATED N SECTION 36 T. 5 S., R. 96 W., SECTIONS 31 a 32, T. 5 S., R. 95 W.,
AND SECTIONS 2 s 3, T.6 S., R. 96 W. 6th P.M.
GARFIEI_D COUNTY, COLORADO
LINN
Energy
N.850A0 .1N8
CONSTRUCTION SURVEYS, INC.
0012 SUNRISE BLVD.
SILT, CO 51652
970-876-5153
PROPERTY CNNER:
ENCANA OIL 4 GAS (USA) INC.
DRAFTED BY: TH 1 CHECKED BY: GB
DATE 06/25/14 1 DWG: OLD MOUNTA.N PROP -W& TH
SHEET 6 OF 6
7800
7700
7600
7500
7400
7300
7200
7100
7000
6900
6800
6700
6500
6400
6300
6200
8100
5900
PROFILE VIEW
P'OPOSED VESA WATE
LINE
SITUATED IN SECTION 36 T. 5 S., R. 96 W., SECTIONS 31 & 32, T. 5 S., R. 95 W.,
AND SECTIONS 2 & 3, T. 6 S., R. 96 W. 6th P.M.
GARFIELD COUNTY, COLORADO
PROPOSED WATER LINE:
HORIZONTAL FOOTAGE: 11,586 FT.
SLACK CHAIN FOOTAGE: 3,230 FT. (ABOVE GROUND)
STA. 1+51.5 THRU STA 26+57.8
SLACK CHAIN FOOTAGE: 9,196 FT. (BELOW GROUND)
STA. 0+00 THRU STA. 1+51.5 ANO
STA. 26+57.8 THRU STA. 115+86.2
TOTAL SLACK CHAIN: 12,426 FT.
VERTICAL ELEVATION CHANGE: 2,447 FT.
f
,r
/r
r
v -f
THRUST BLOCK
8Y OTHERS
STA 1+51.5 ELEV: 5847.9
END BELOW GROUND BEGIN
i ABOVE GROUND 8615181842
- STOP OF 61051040 WATER VALVE (1 IN)
STk 0+00 UM. 6757.9
STRUCTURAL STEEL
I. STEEL SECTIONS PROPERTIES:
'A10E FLANGE SHAPES:
PER 651U SPEC. A992. Fy : 50 kat
OTHER ROLLED SHAPES AND PLATES:
PER ASTM SPEC. A36, Fy = 36 ksi
PIPES:
PER ASTM SPEC. A53. Fy = 36 ks1
STRUCTURAL TUBING
PER ASTM SPEC. A500. GRADE D, Fy = 46 ksi
2. WELDING PER STANDARDS CF AMERICAN WELDING SOCIETY. ELECTR00E5 AWS A 5.1
E-70 SERIES. SHOP AND FIELD WELDING SHALL 8E PERFORMED 8Y PROPERLY CERTWIE0
WELDERS.
3. ALL OPEN AND CLOSED BRIDGE SOCKETS TO BE SIZED FOR STRAND. 80W& CASINGS
TO BE OTHER 65151 A148 GRADE 90-60 CR ASTM A148 GRADE 105-85 STEEL. ALL
SOCKETS, PINS, SPOOLS, ETC TO 8E GALVANIZED.
4. ALL SOCKET PIN HOLES TO 8E DRILLED AND REAMED TO PIN DIAMETER PLUS 3/32
INCH.
5. BEARINGS TO HAVE PIN HOLES DRIUE0 AND BORED TO PIN DIAMETER PLUS 1/50 INCH.
6. COPES, BLOCK ANO CUTS:
ALL RE-ENTRANT CORNERS SHAWL BE SHAPED NOTCH -FREE TOA RADIUS OF AT
LEAST 1/2'.
7.
8.
9.
FABRICATION AND ERECTION:
PER AI5C MANUAL CF STEEL CONSTRUCTION.
DETAILING:
PER A1SC STRUCTURAL. DETAIUNG.
SUBMIT SHOP DRAWINGS TO ENGINEER PRIOR TO FABRICATION. THE SHOP DRAWINGS DO
NOT REPLACE THE ORIGINAL CONTRACT DRAWINGS. IT 15 THE CONTRACTOR'S
RES(XISIBIUTY TO MAKE SURE ITEMS ARE CONSTRUCTED TO ORIGINAL DRAWINGS.
10. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY
STANDARD O4IAUFICATIONS TEST A5 DETAILED 04 AWS 01.1.
SEE 52 & 53
FOR DETAL.5
CONCRETE
STA 27+15.7
6160 777&4
LOW POINT +/-
STA 28+57.9
EIO50NG 09/05 ELLY. 7796.1
PROPOSED MRVAC VAULT
END ABOVE GROUND WATERLINE
BEM BELOW GROUND WA1ERL E
I. CONCRETE HAS BEEN DESIGNED AND SHALL BE CONSTRUCTED IN
ACCORDANCE 441111 THE LATEST EDITIONS OF AMERICAN CONCRETE
(45111UTE 800 DING GOOF ACI 318 ANO SPE MATIONS FOR
SIRDDEJELALMLEREF-E12111tUILLSELGS, ACI 301. PROVIDE HOT 044
COLO WEATHER PROTECTION PER ACI 305 ANO 306.
2. SUBMIT MI2 DESIGNS FOR RENEW BY ENGINEER A MINIMUM CF ONE
WEEK PRICK TO FIRST CONCRETE DELIVERY. NO ADMIXTURES
CONTAINING CHLORIDE SALTS ARE PERMITTED. CONCRETE SHALL
NOT BE IN CONTACT 84111 ALUMINUM.
3. CEMENT TO 8E MIXE0 PER ASTM C94.
4. CEAIENP.
ASTM CI50, TYPE 11. LOW AU(AU.
5. AGGREGATE:
PER ASTM C33, MA6MUM 1'
6. MAXIMUM WATER/CEMENT RATIO, 8Y WEIGHT:
W/c 045
7. AIR ENTRAINMENT:
4.0-7.0%
8. FLY ASH
MAXIMUM 20% OF MASS OF CEMENTITIOIJS MATERIAL
9. MAXIMUM TEMPERATURE IN MIXER:
90 DECREES F
10.
11.
12.
13.
SLUMP:
4' * 1'. NO WATER SHALL 8E A00ED ON SITE.
MINIMUM STRENGTH:
= 3500 PSI AT 28 DAYS
REBARS,
DEFCRUED STEEL, 65114 SPEC. 4615 GRADE 60 ALL REM BENDS
TO BE MADE COLD.
CONCRETE PROTECTION:
SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER 1'
CONCRETE DEPOSITED AGAINST EARTH WITHOUT FORMS 3'
14. CONCRETE EXPOSED TO WEATHER AFTER FORMING
i6 REBAR AND LARGER 2' CLEAR
i5 RE8AR AND SMALLER 1 1/2' CLEAR
15. REINFORCING RI CONCRETE PLACED AGAINST EARTH WITHOUT FORMS
IS TO BE SUPPORTED WITH APPROVED NON-METALLIC CHAIRS, OR
ANOTHER METHOD APPROVED BY THE ENGINEER.
16. THE MINIMUM LAP SPLICE LENGTH FOR REINFORCING STEEL SHALL
8E:
14 15 /6 17 /B /9 il0 /11
17.
18.
19.
ANCHOR BOLT MATERIAL SHALL 8E 61554 GRADE 36 0.N.O.ANCHOR
BOLTS SHALL 8E 140T DIPPED GALVANIZED IN ACCORDANCE 1111H
A5191 6123.
ANCHOR BOLTS SHALL BE ACCURATELY PLACED USING A TEMPLATE
OR OTHER MEANS ANO SHALL BE ADEQUATELY 11E0 TO PREVENT
MOVEMENT DURING THE POUR. NO STABBING OF BOLTS ALLOWED.
CURING SHALL IMMEDIATELY FOLLOW THE FINISH OPERATION. KEEP
CONCRETE CONTINUOUSLY MOIST FOR AT LEAST 7 DAYS USING A
POLYETHYLENE FILM SECURELY HELD IN PLACE OR AN ALTERNATE
METHOD APPROVED BY 114E ENGINEER.
20. TESTING:
EMPLOY AN INDEPENDENT TESTING AGENCY ACCEPTABLE TO
OWNER TO DESIGN CONCRETE MIXES AND TO PERFORM MATERIAL
EVALUATION TESTS. PROVIDE 7 AND 28 DAYS CYLINDER TESTS.
COMPLY 1ITH AS111 C143, C173, C31 AND C39.
21. HIGH STRENGTH, NON -SHRINK GROUT SHALL BE M671541 LOW NO.
928 OR APPROVED EOUAL.
STA 29+44.1 ELVA 7825.3
HIGH POINT +/-
GENERAL NOTES
1. DESIGN BASED ON ORAVINGS FROM CONSTRUCTION SURVEYS.
INC. DATED 06/25/14 FOR 11NN ENERGY.
2. PROJECT DESCRIPTION:
SUPPORT SYSTEM FOR A 12'0 WATER UNE 3230 R LONG
ABOVE GROUND BEARING ON GRADE, ON A STEEP SLOPE.
SUPPORTED BY STEEL BRACKETS WITH IMRE ROPE
115 -BACKS AND CONCRETE 02609 N.
3.
4.
THE EN0.05E0 DESIGN 15 FOR A FINAL STATIC CONDITION
AND DOES NOT CONSIDER THE STAGING OF THE PIPE
INSTALLATION OR DESIGN OF 12' 44 WATER PIPE.
114E CONTRACTOR SHALL 8E RESPONSIBLE FOR ALL MEANS
AND METHODS OF CONSTRUC8ON INCLUDING. BUT NOT UNITED
TO INSTALLATION OF PIPE, SHORING, BRACING, SLOPE
STABIUTY AND TEMPORARY EXCAVATION.
5. 101E CONTRACTOR SHALL ASSUME SOLE AND COMPLETE
RESPONSBLITY FOR JOB SITE CONDITIONS DURING THE
COURSE CF CONSTRUCTION, INCLUDING SAFETY OF ALL
PERSONS AND PROPERTY, AND THIS REQUIREMENT SHALL
APPLY CONTINUOUSLY AND NOT BE UMITE0 TO NORMAL
WORKING 11O4105.
6. THE CONTRACTOR IS RESPONSIBLE FCR MAKING HIS OWN
DETERMINATION AS TO THE TYPE AND LOCATION OF
UNDEROROUNO U1UIES AS MAY BE NECESSARY TO AVOID
DAMAGE THERETO.
DESIGN DATA
1. DESIGN LOADS:
AMERICAN SOGETY OF CML ENGINEERS ASCE 7-05
UVE LOAD: 48.0 plf WATER IN PIPE
DEAD LOAD: 65.5 plf HSS12.75s0.500
ANY LONGITUDINAL DYNAMIC LOADING DUE TO
WATER FLOW NOT CONSIDERED IN DESIGN
2. PIPES:
PER ASTM SPEC. A53, Fy - 36 ksi
3. DESIGN METHOD:
ALLOWABLE STRESS DES/O4 - BRACKETS
LOAD FACTOR DESIGN - FOUNDATION
GEOTECHNICAL ASSUMPTIONS
I. ALLOWABLE BEARING PRESSURE: 3000 psf
2. EQUIVALENT FLUID PRESSURE: 40 pcl
3. PASSIVE PRESSURE: 300 p44
4. COEFFICIENT OF FRICTION: 0.45
WIRE ROPE
1. WIRE ROPE PER ASTM A1023/410238.
2. MINIMUM BREAKING STRENGTHS OF 6419 IWRC IMRE
ROPE:
2 I/4'0 200.0 TONS
e
8
8
8
P.
8
x
8
2
as
Tir
0+00
1+00
21-00
3+00
4+00
5+00
8+00
7+00
8+00
9+00
10+00 11+00
12 00
1300 14 00
15+00 18 00 17+00
18 00 19+00 20+00 21+00 22400
23+00 24+00 25+00
26+00
27400
28+00
29+00
30+00 31+00 32+00
33+00
REVISIONS
REV
DATE
DESCRIPTION
8Y
CHK'0 BY
I oddol
ODDO ENGINEERING, INC.
713 Cooper Ave, Suite 200
GLENWOOD SPRINGS, CO 81601
(970) 945-1006
DESIGNER: R.A.0
DATE: 7-16-14
CHECKER: B.A.H
DATE: 7-16-14
PROJECT N0. 1420-04
FILE N0: 1420-04 51.0WG
7/16/2014
MESA PIPELINE - LINN OPERATING, INC.
GARFIELD COUNTY, CO
PROJECT PROFILE
AND GENERAL NOTES
SCALE: I" = 100'-0'
DRAWING N0. Si
PAINT ABOVE AND
BELOW BRACKET TO
MONITOR SUPAGE
12' STEEL PIPE BY OTHERS �� \
19'-0' - FILTO VERIFY
r -ow
- ROLLER PAO
TYP
2 1/4' PARE ROPE (TYP).-"
PLAN
O
STATION 26+57.8
OEAOMAN & /
BOLLARD (TIP.)�
NOTES:
1. CLEARANCE FOR 12' 0 PIPE
SHALL BE VERIFIED PRIOR TO
INSTAWNG.
2. FIELD VERIFY ALL
DIMENSIONS AND SITE
CONTOURS.
REFERENCE
DRAWINGS
REVISIONS
DRAWING NUMBER
DESCRIPRON
REV
DATE
OESCRIPRON
8Y
CHK'O 8Y
IoddoI
ENGIAEEAINQ INC.
713 Cooper Cooper Ave, Suite 200
GLENWOOD SPRINGS, CO 81601
Q (970) 945-1006
DESIGNER: R.A.O.
CHECKER: B.A.H
DATE: 7-16-14
DATE: 7-16-14
PROJECT NO. 1420-04 FILE NO: 1420-04 S2,3,4.0WG
7116/2014
MESA PIPELINE - LINN OPERATING, INC.
GARFIELD COUNTY, CO
STRUCTURAL
PLAN
SCALE: 3/8' - 1'-
ORA0NG NO.
S2
FINISH GRADE {y
67[ 16 0 12' o.c.
10'
(1) 16 0 EA SIDE OF
HSS16 (TYP. 4)
J6 THROUGH BOLLARO (TYP.)
HSSI6x0.825
H554'0.5170
2 1/4' 0 WIRE ROPE}
4 6 f
TYP
I
re 0 12 o.c. EA WAY
TOP, BOTTOM & SIDES
16 x 36' LONG O 12-
(1) f6 CONT
-
r
• •
•
l0—
I
•
I.
• �I
I
ti.
•
\
•
•
L.- -
I
- . --
---"
•
•
10
6'- 0'
DEADMAN FOOTING - FRONT ELEVATION O
—BEARING ON
UNDISTURBED
NATURAL SOIL
(9) "CROSBY CUPS'
1/4' CAP t 161/2'•
HSS4x0.500
HSSI6oO.625
2 1/4' 4 WIRE ROPE
-ANVIL' ADJUSTABLE
PIPE ROLL STAND.
INSTALL PER MANUF.--,
EXISTING GRADE t
7.-0' NN SEE MMIUFACIURER
DOTING GRADE !+
10'
67.[ 16 0 12' 0.C.
10'
(1) 16 0 EA SIDE OF
89516 (117. 4)
J6 x 36' LONG 0 12' o.c.
15 ® 12- 0.c.
J EA WAY
—N
NOTE:
SIZE OF ROLLER PAD SHALL RE
VERIFIED BY 12' f PIPE INSTALLER
PIPE ROLL STAND FOOTING
(1) 16 CONT.
BEARING ON
UNDISTURBED
NATURAL SOIL
Y
•
—0 O 12' o.c. EA WAY
TOP. BOTTOM & 9066
••
•
1 •
••
o
•
er
•
s.
•
,l
M
10
•
N
•
1
�1
•
I
'2".''''..."-•
�
I
•
I
I
tgib
t,-0•
THROUGH BOU.ARO (TO.)
14'-0
DEADMAN FOOTING - SDE ELEVATION O
3'
GTR
BEARING ON
UNDISTURBED
NATURAL SOIL
REFERENCE DRAWINGS
-- DRAW1110-NUMBER
DESCRIPTION
REV
DATE
REVISIONS
OESCRIPTION
BY
CHK'D BY
ODDO ENdNEER$NG, INC.
713 Cooper Ave, Suite 200
GLENW00D SPRINGS, CO 81601
(970) 945-1006
DESIGNER: R.A.O.
DATE: 7-16-14
CHECKER: B.A.H
DATE: 7-16-14
PROJECT N0. 1420-04
FILE NO: 1420-04 S2,3,4.0WG
7/16/2014
MESA PIPELINE - LINN OPERATING, INC.
GARFIELD COUNTY, CO
STRUCTURAL
DEADMAN & ROLLER DETAILS
SCALE: 3/4' .. 1'-
DRAVANG N0. S3
Q. OF PIPE -
1 1/2' THK x 5 1/2'x
W/ (7) 1 1/16'4 HOLES-.�
HSSI
NOT15140940.500 PIPE
NOT SHAWN
\- 2 1/4'0 WARE ROPE W/
THIMBLE ANO (8) CROSBY CUPS
ON 73' LAP. TYP.
(7) 1'4 A325 BOLTS EA /
FLANGE (14 TOTAL).
TORQUE TO 900 FT -LBS.-'
5/16
r-1/2" GUSSET R
SPACED AS NOTED
HSS14 x 0.625 CUT IN HALF.
TRIM BACK EA. SDE AOD'L
1/4' FULL LENGTH
2 1/2' 'CROS8Y
BOLT -TYPE ANCHOR
SHACKLE 0-2130
I I/2' THK x 5 1/2"x
7
SECTION A -A
2 3/4' x 24 'CROSBY
EYE & EYE TURNBUCKLE
HG -228
<TYP.
3'4 HOLE
1 1/2' THK x 10 1/2'x 5'-0'
A
2 3/4' x 24 CROSBY
EYE & EYE TURNBUCKLE
140-226
HSS 4 x 0.625
CUT IN HALF -
PLAN VIEW
12' # PIPE BRACKET
REFERENCE DRAWINGS
ORAWANO NUMBER OESCRIPRON
REV DATE
REVISIONS
DESCRIPTION
BY CHK'0 8Y
1 oddo1
ODDO ENGINEERING, INC.
713 Cooper Ave, Suite 200
GLENW00D SPRINGS, CO 81601
(970) 945-1006
DESIGNER: R.A.O. DATE: 7-16-14
CHECKER: B.A.H DATE: 7-16-14
PROJECT N0. 1420-04 FILE NO: 1420-04 52,3,4.0W0
7/16/2014
O
-2 I/4'0 WIRE ROPE W/
/THIMBLE AND (8) CROSBY CUPS
ON 73' LAP, TYP.
MESA PIPELINE - LINN OPERATING, INC.
GARFIELD COUNTY, CO
12"0 PIPE BRACKET STRUCTURAL
DETAILS
SCALE: 3/4' =
ORAWANG N0. S4