HomeMy WebLinkAboutPlansi
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PROPERTY DESCRIPTION
A tract of land situated in Lot 1 (NW4NW4), Sec. 18, T. 6 S., R. 93 W., 6th P.M. and the
NENE, Sec. 13, T. 6 S., R. 94 W., 6th P.M.,
described as follows: Beginning at a point whence the NW corner of said Sec. 18 bears N.
20°07' W. 254.89 ft.;
th. S. 04°33' E. 250.16 ft.; th. S. 57031' W. 450.87 ft.; th. S. 09°17' W. 510.73 ft.; th. N.
88023' E. 443.69 ft.;
th. S. 88°28' E. 316.02 ft.; th. N. 20°53' W. 488.28 ft.; th. N. 09°22' W. 120.83 ft.; th. N.
07016' E. 422.93 ft.;
th. S. 88053' W. 176.35 ft. to the point of beginning, containing 9.64 acres, more or less.
EASEMENT
A STRIP OF LAND 50.00 FEET IN WIDTH, SITUATED IN THE NORTHWEST QUARTER
OF SECTION 18, TOWNSHIP 6
SOUTH, RANGE 93 WEST AND THE NORTHEAST QUARTER OF SECTION 13,
TOWNSHIP 6 SOUTH, RANGE 94 WEST, 6th
P.M., GARFIELD COUNTY, COLORADO; BEING 25.00 FEET RIGHT AND 25.00 FEET
LEFT OF THE FOLLOWING DESCRIBED —
CENTERLINE:
COMMENCING AT A FOUND REBAR & PIPE IN MOUND OF ROCKS AT THE
NORTHWEST CORNER OF SAID SECTION 18,
THENCE SOUTH 01' 03' 00" WEST A DISTANCE OF 1224.19 FEET, TO A POINT ON THE
NORTHERLY BOUNDARY LINE OF
THE CLOUGH SHEEP COMPANY, LLC PARCEL, SAID POINT BEING THE TRUE
POINT OF BEGINNING, AND RUNNING THENCE THE FOLLOWING (1) ONE COURSE:
1 SOUTH 01 37'53" WEST A DISTANCE OF 61.48 FEET TO THE POINT OF TERMINUS,
SAID POINT BEING ON THE
SOUTHERLY BOUNDARY LINE OF THE CLOUGH
SHEEP COMPANY, LLC PARCEL, SAID POINT ALSO BEING SOUTH 77 13' 18" WFST A
DISTANCE OF 5366.67 FEET FROM A
FOUND BRASS CAP AT THE
NORTHEAST CORNER OF SAID SECTION 18.
THE TOTAL LENGTH OF A GAS PIPELINE RIGHT-OF-WAY ACROSS THE CLOUGH
SHEEP COMPANY, LLC LAND,
AS DESCRIBED ABOVE IS 61.73 FEET OR 3.72 RODS OR 0.01 MILES AND CONTAINS
3,087 SQ FT OR 0.07 ACRES MORE OR
LESS.
SRENCE DRAWINGS
DRAWING NUMBER DRAWING DESCRIPTION
THE INFORMATION AND CONCEPTS CONTAINED IN THIS DOCUMENT ARE CONF DENTAL AND
THE PROPERTY OF MOUNTAIN WEST AND/OR THE CLIENT IDENTIFIED. DUPLICATION OR USE
OF THIS INFORMATION AND/OR CONSTRUCTION OF SYSTEMS BASED ON THIS DOCUMENT ARE
STRICTLY PROHIBITED WITHOUT WRITTEN AUTHORIZATION FROM MOUNTAIN WEST.
1 1 2 1 3
EXISTING
MOUNTAIN WEST
PROPERTY LINE
PROPOSED
SERVICE
PIPING TO
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WORK ORDER!
WO NUMBER DESCRIPTION
93202.86 QP, XCEL RIFLE, JTL 145 1000' PIPE
89006.86 QP, XCEL RIFLE, METER STATION INSTALL
4
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MOUNTAIN WEST
//—PROPERTY LINE
S. 9° 17' W. 51-0-73FT/
EXISTING
FENCE \
PROPOSED
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500 GAL
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o N \
N EXISTING \
Wildfire Miti ati0n Re uirements:
Comply with wild rre
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FIRE EXTINGUISHERS -
REQUIRED ON SITE
PROPOSED FENCE \
FILTER / \
SEPARATOR \
APPROXIMATE \ !Z
LOCATION OF \'v
PROPOSED \?�
4 PIPING
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SEC13, T6S, R94W
MOUNTAIN WEST SEC18, T6S, R93W
3 RIFLE YARD w `
sePx m EXISTING
x—r— Permd02293 + \ MOUNTAIN WEST
PROPERTY LINE
6'-0"
2 \ — — — — S. 40 33' E_250.16 FT — P.O.B.
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1
=:17
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159'-8" '6 1"
262'-2"+/- 36'-10' _
+ YARD ACCESS l N g° ZZ' Nj, 120 83 FT
YARD ACCESS + GATE
GATE
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PROJECT
PARKING S
pg62aF EXISTING
MOUNTAIN WEST
PROPERTY LINE
REVISIONS
1 O DESCRIPTION
1 QP, XCEL RIFLE, JTL 145 1000' PIPE
2 QP, XCEL RIFLE, METER STATION NSTALL
3 ADDED ADDITIONAL INFORMATION
5 6 I 7
ILL
LL
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00
13
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co
N. 7° 16' E. 422.93 FFT
ELECTRICAL PERMITTING&INSPECTIONSARE
BY THE COLORADO STATE ELECTRICAL BOARD
ram:
APPROVIEED
SUBJECT TO NOTED
EXCEPTIONS & INSPECTIONS
G.ARRE.I-7 COUNTY
D'- +qt'j r T
LTI
DA I
FIELD COPY
NO INSPECTION WITHOUT
1HESE FLANS ON SITE
Page Of
Refer to plan attachments for
Garfield County
Building Requirements
and comprehensive list of
Plan Review Notations.
SEC12, TEIS, R94W
SECT, T6S, R93W
0
Structure
Purpose
Status
Size
1
Office Trailer
Existin
12' x 46'-2"
2
Communications
Existin
5'-10" x T- 10"
3
P, r Compressor
-n „
4
Gas Chromato rah
New
5
Metering
New
6
Stora a
I
Existina
un
m
—
60'
ao' zo' o
g0'
7
Storage
Existin
5'-9` x 5'-9"
r,
MA
8
1 Storage
I
Existing
8'-0" x 20'-0"
`"
2
20m
0
20m
BUILDING INDENTIFY
KEY
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FOR REFERENCE
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ENGINEERING RECORD
J
c�
DATE
BY
CHECK
DRAWN BY:
KLH
NUMBER:JTL
145�KLH
CS
—
CS
CHECKED BY:
WJB
MountainLINE
FACILITY:
RIFLE DELIVERY METER STATION
m
KLH
CS
PROJECTENGR:
WJB
TITLE:
PROPOSED PIPING &EQUIPMENT
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11/1/22
KLH
CS
SURVEYOR:
JD
y
ENGR MNGR:
JA
eSt"
DESCRIPTION:
SITE PLAN
__.
CONSTRMNGR:
TS
ADDRESS:
613 COUNTY ROAD 264
`°
E
SECTION: 13,18 T 6 S R 94,93
CITY
COUNTY
STA
ELEVATION: 5338 FT
RIFLE AREA
GARFIELD
C(
"
LAT: 39.530636 LONG:-107.827163
DRAWING NUMBER
REVISION
—_
SCALE: NTS
S-RIFLE-CCS-002 01
1,23
9
10
11
I 1 1 12
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1
3
4
5
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7
8 1 9
10
11
12
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5
GENERAL NOTES
1. LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION.
2. * INDICATES LOCATION OF ELECTRICAL ISOLATION
FLANGE SETS. ENSURE THAT ELECTRICAL ISOLATION IS
NOT SHORTED/BYPASSED THROUGH TUBING CONDUIT,
STEEL PIPING SUPPORTS, ETC., THAT ARE IN CONTACT
WITH THE PIPE.
F 3. BURIED PIPING SHALL BE CLEANED AND COATED IN
ACCORDANCE WITH MWP STANDARD PRACTICE 2-13-10
"COATING BURIED PIPE" AND STANDARD PRACTICE
"9-02-01" FOR FUSION BONDED EPDXY (FBE). PREFERRED
BELOW GROUND COATINGS ARE FBE AND TWO PART
EPDXY. ABOVE GROUND PIPING SHALL BE CLEANED AND
COATED IN ACCORDANCE WITH MWP STANDARD
PRACTICE 9-03-01 "PROTECTIVE COATING
SPECIFICATION". ALL BURIED PIPING SHALL BE
CATHODICALLY PROTECTED IN ACCORDANCE WITH MWP
STANDARD PRACTICE 7-00-01 "GENERAL CORROSION
CONTROL PROCEDURES". BELOW GROUND COATING
SHALL EXTEND 6 TO 12 INCHES ABOVE THE SOIL -TO -AIR
INTERFACE. ABOVE GROUND COATING SHALL BE APPLIED
TO THE EXPOSED BELOW GROUND COATING AND EXTEND
6 TO 12 INCHES BELOW THE SOIL -TO -AIR INTERFACE.
4. NEW PIPING IS INDICATED BY BOLD LINES (OR BY
G REVISION CLOUD).
5. FIELD VERIFY WALL THICKNESS AT ALL TIE-IN LOCATIONS.
6. PIG -ABLE PIPELINES SHALL BE FABRICATED WITH GUARD
BARS INSTALLED WITHIN TEES.
7. ANY MATERIAL SUBSTITUTION OR CHANGES TO DESIGN
REQUIRES ENGINEERING APPROVAL.
8. PIPING MTR'S SHALL BE ASSEMBLED PER SP-3-95-01.
9. OLETS TO BE FULL OPEN
0
DRAWING NUMBER I REV
1
KNOW WHAT'S BELOW,
CALL BEFORE YOU DIG.
CALL TWO BUSINESS DAYS
BEFORE YOU DIG TO HAVE
UTILITIES LOCATED
811 or1-800-922-1987
colorado811-org
3 WORK ORDERS
DRAWING DESCRIPTION WO NUMBER DESCRIPTION
93202.86 QP, XCEL RIFLE, JTL145 1000' PIPE
29C06.86 CID, XCEL RIFLE METER STATION, INSTALL
THE INFORMATION AND CONCEPTS CONTAINED IN THIS DOCUMENT ARE CONFIDENTIAL AND
THE PROPERTY OF MOUNTAIN WEST AND/OR THE CLIENT IDENTIFIED. DUPLICATION OR USE
OF THIS INFORMATION AND/OR CONSTRUCTION OF SYSTEMS BASED ON THIS DOCUMENT ARE
STRICTLY PROHIBITED WITHOUT WRITTEN AUTHORIZATION FROM MOUNTAIN WEST.
1 1 2 1 3
4
11
REVISIONS
NO DESCRIPTION
0 ISSUED FOR CONSTRUCTION
N
7
rL SKID BASE
INSIDE ( OUTSIDE
SKID SKID
FRAME FRAME
(2) 3/4"0 HOLES
1" 4%" FOR 5/8'0 EPDXY
BOLTS
MK. AA-1
vT/ ■mom
F&
I .
(SEE DETAIL 1) PIER
DP-1 PLAN
3 4'=1 -0 2 AS SHOWN, 2 OPP
W4 SI_._ ........
SHIM
(6) #5
#4
SECTION A
3/4"-1'-0'
1'-6" 0
#5 VERTS
SECTIONS
3/4"=1'-0'
ENGINEERING RECORD
DATE BY CHECK DRAWN BY: JLS
JLS MRR CHECKED BY:
PROJECT ENGR:
SURVEYOR:
ENGR MNGR:
CONSTR MNGR:
8
6"
HOLES
DETAIL n (2 AS SHOWN, 2 OPP)
M
#4 @ 12"C.C. MAX
E.W. TOP & BTM.
4'-0"
SECTION C
3/4"= V-0"
1'-0" rMATCH BUILDING
--I / FLOOR ELEV.
EQUAL SPACED
(FIELD DETERMINE)
0
T
NOTES:
1. FOR GENERAL NOTES AND ANCHOR BOLT SCHEDULE SEE
DWG S-RIFLE-CCS-009-01.
2. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO
CONSTRUCTION.
OQ'Pp0 UCFi
Y; ISSUED FOR
FSS/OMALE��\ CONSTRUCTION
JIS) LINE NUMBER: JTL 145
/Aountain FACILITY: RIFLE DELIVERY METER STATION
WEI TITLE: CONCRETE
DESCRIPTION: PLAN, SECTIONS & DETAILS
ADDRESS:
SECTION: 13.18 T 6S R 94.93 CITY COUNTY STATE
ELEVATION: 5338 FT RIFLE GARFIELD
LAT: 93.53036 LONG',-107.827163 DRAWING NUMBER SHEET ]REVISION
SCALE: CO. S-RIFLE-CCS-011 02 0
9 1 10 11
A
0
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3 4
CONCRETE NOTES GROUT NOTES
1. CONCRETE AND CONCRETE MATERIALS SHALL CONFORM TO THE 1. GROUT SHALL BE NON -SHRINK GROUT UNLESS OTHERWISE NOTED. ALL
REQUIREMENTS OF ACI SPECIFICATIONS FOR STRUCTURAL 15. CONCRETE SHALL BE PLACED WITHIN 90 MINUTES AFTER ADDING MIX COLUMN BASE PLATES AND EQUIPMENT FOUNDATIONS SHALL HAVE A
CONCRETE FOR BUILDINGS. WATER. MINIMUM OF 1 INCH THICK GROUT UNLESS OTHERWISE NOTED ON THE
A ENGINEERING DESIGN DRAWINGS. USE 'FIVE STAR GROUT' BY FIVE
2, CONCRETE AND REINFORCING SHALL BE DESIGNED, DETAILED AND 16, A MAXIMUM SLUMP AT POINT OF DISCHARGE OF 4 INCHES AND A STAR PRODUCTS, INC. OR APPROVED EQUAL. MINIMUM COMPRESSIVE
PLACED IN ACCORDANCE WITH THE LATEST REVISION OR EDITION OF WATER/CEMENT RATIO OF 0.51 OR LESS (NON AIR -ENTRAINED), 0.41 STRENGTH OF 6000 PSI.
THE ACI BUILDING CODE FOR REINFORCED CONCRETE ACI 318 AND OR LESS (AIR ENTRAINED.) USE ADMIXTURES ONLY WITH APPROVAL,
ACI 301 R. 2 EPDXY GROUT WILL BE USED FOR ROTATING AND RECIPROCATING
17. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185, A82, A496, EQUIPMENT WHERE INDICATED ON THE ENGINEERING DESIGN
3. REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 DEFORMED BARS A497 AND ACI 318. WELDED WIRE FABRIC SHALL BE LAPPED TWO (2) DRAWINGS. EPDXY GROUT SHALL HAVE A MINIMUM COMPRESSIVE
UNLESS NOTED OTHERWISE, AND SHALL BE FREE FROM LOOSE FLAKY MESH SPACES MINIMUM ON SIDES AND ENDS. STRENGTH OF 9000 PSI. FIVE STAR'HP EPDXY GROUT' OR APPROVED
RUST, MUD, OIL OR OTHER COATINGS THAT WILL DESTROY OR EQUAL. CONCRETE FOUNDATION SHALL CURE FOR A MINIMUM OF 21
REDUCE THE BOND. NO WELDING OF REINFORCING BARS SHALL BE 18, ALL FLAT FLOOR SLABS SHALL HAVE A STEEL TROWEL FINISH DAYS BEFORE PLACING EPDXY GROUT OR PER MANUFACTURERS
ALLOWED. REINFORCING SHALL BE TIED WITH ANNEALED 16 GAGE SMOOTH, LEVEL AND TRUE. ALL SLOPING GROUND FLOOR SLABS RECOMMENDATIONS.
WIRE OR HEAVIER. SHALL HAVE A WOOD FLOAT FINISH, UNLESS NOTED OTHERWISE.
4. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE 19. CHAMFER EXPOSED CONCRETE EDGES 3/4" TO 1" AT 45 DEGREES.
ACI DETAILING MANUAL. (ACI SP-66 AND ACI 315)
20. INTERFACES BETWEEN NEW CONCRETE AND PREVIOUSLY HARDENED
5. REINFORCING BARS #4 AND LARGER SHALL BE SHOP CONCRETE SHALL BE CLEAN AND FREE OF LAITANCE AND SHALL BE
FABRICATED/TAGGED. ROUGHENED APPROXIMATELY Y4'.
6. MINIMUM DISTANCE FROM EDGE OF BAR TO FACE OF CONCRETE 21. WATERSTOP SHALL BE SYNKO-FLEX ADHESIVE WATERSTOP OR
SHALL BE 3" WHERE POURED AGAINST EARTH AND 2" WHERE FORMED. APPROVED EQUAL INSTALLED IN COMPLETE ACCORDANCE WITH
FOR CONCRETE NOT EXPOSED TO WEATHER OR GROUND, MINIMUM MANUFACTURER'S RECOMMENDATIONS UNLESS NOTED OTHERWISE
DISTANCE FROM EDGE OF BAR TO FACE OF CONCRETE SHALL BE 1Y2' ON THE DESIGN DRAWINGS.
CLEAR FOR COLUMNS, GIRDERS AND BEAMS. FLOOR SLABS AND
WALLS, SHALL HAVE A CLEAR DISTANCE OF Y4'. 22. ALL SOIL SUPPORTED FOUNDATIONS PLACED ON EXPOSED
SUBGRADE SHOULD BE PROOF TAMPED AND ALL SOFT SPOTS
7. REINFORCING STEEL LAP SPLICES (ACI 318 SECTIONS 25.4.2 AND REMOVED. LEAN (2000 PSI) CONCRETE MAY BE USED IN LIEU OF NOT
z - 1. ALL ADHESIVE ANCHORS SHALL USE
25.5.2) SHALL BE AS FOLLOWS: COMPACTED STRUCTURAL FILL. o DOUBLE HEAVY HEX NUT 'HILT[' HIT-HY 200 ADHESIVE OR
(WHEN SPECIFIED)
w APPROVED EQUAL, INSTALLED IN
COMP
CLASS B SPLICE, CONCRETE
STRENGTH 4000 PSI
BAR SIZE
TOP BAR
OTHER
BARS
#3
24"
19„
#4
32"
25"
#5
40"
31"
#6
48"
37"
#7
70"
54"
#8
80"
62"
#9
9U,
70"
23.
STRUCTURAL FILL MATERIAL PLACED TO SUPPORT FOUNDATIONS,
PAVEMENTS, AND CONCRETE FLOOR SLABS SHALL BE COMPACTED TO
a
SINGLE HEAVY HEX NUT
=(STANDARD)
LETE ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS
UNLESS OTHERWISE SPECIFIED.
'HILT['
A DRY DENSITY THAT IS NOT LESS THAN 95% OF ASTM D1557
T/GONG - PLAIN WASHER
2. HAS/HIT-V THREADED RODS OR
APPROVED EQUAL MAY BE USED IN
(MODIFIED PROCTOR DENSITY) AND MAINTAIN A MOISTURE CONTENT
_ (TYPE A WIDE) UNO
LIEU OF FABRICATED BOLTS.
WITHIN ±2% OF OPTIMUM. ALL STRUCTURAL FILL SHALL BE PLACED IN
>
-
-
3. CORE DRILLING OF CONCRETE IS NOT
PERMITTED UNLESS DIRECTLY
LOOSE HORIZONTAL LAYERS NOT TO EXCEED 8 INCHES IN THICKNESS.
o
0 =
SPECIFIED ON DESIGN DRAWINGS OR
a
0
w
WITH WRITTEN PERMISSION FROM
A36 THREADED ROD
ENGINEER OF RECORD.
24.
ALL EARTHWORK RECOMMENDATIONS ARE BASED ON AND SHALL BE
L
4. ALL CONCRETE ANCHORS AND
IN ACCORDANCE WITH THE GEOTECHNICAL REPORT.
HARDWARE TO BE GALVANIZED UNO.
25.
CONCRETE BONDING ADHESIVE SHALL BE 'PERMANENT BOND' BY FIVE
STAR PRODUCTS, INC. OR APPROVED EQUAL. BONDING AGENTS
I�
SHALL CONFORM TO ASTM C881.
CONCRETE FASTENER
SCHEDULE
TOP BAR IS HORIZONTAL BAR WITH MORE THAN 12 INCHES OF 26. CONTRACTOR TO PROTECT ALL EXISTING UNDERGROUND UTILITIES
CONCRETE BELOW BAR. AND APPURTENANCES DURING CONSTRUCTION. IF UNDERGROUND
ADHESIVE ANCHORS
NUTS
REMARKS
OBSTRUCTION IS UNCOVERED DURING CONSTRUCTION, CONTRACTOR
MARK
DIA.
A
B
C
F
8. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 TO SEEK PATH FORWARD FROM RESPONSIBLE ENGINEER OR PLANT
PSI IN 28 DAYS UNLESS NOTED ON DESIGN DRAWINGS. MANAGER.
AA-1
5/8"
9"
3"
6"
28
28
9. CEMENT SHALL BE PORTLAND CEMENT ASTM C150 TYPE V. 27. DO NOT INSTALL ANY PIPES, CONDUITS, ETC. INSIDE CONCRETE
-
WALLS, COLUMNS, PEDESTALS, AND/OR FOOTINGS. ALL
DOUBLE HEAVY HEX NUT
o
10. CONCRETE SHALL HAVE A MAXIMUM COARSE AGGREGATE SIZE OF Y4' GROUNDING TO BE INSTALLED ON OUTSIDE OF CONCRETE
o
o (WHEN SPECIFIED)
UNLESS OTHERWISE NOTED. (ASTM C33) MEMBERS. ANY EXCEPTION REQUIRES WRITTEN APPROVAL BY
w SINGLE HEAVY HEX NUT
c-
CLIENT AND ENGINEER.
o (STANDARD)
11. MIX AND PLACE CONCRETE ACCORDING TO ACI 301 AND ACI 304.
°'
a T/CONC PLAIN WASHER
CURE CONCRETE ACCORDING TO ACI 301 (CHAPTER 12) AND ACI 308.
ALL CONCRETE SHALL BE MOIST OR FORM CURED FOR A MINIMUM OF GENERAL NOTES
LEVELING NUT &EXTRA WASHER
(OPTIONAL, NOT INCLUDED IN
7 DAYS. 1. LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION.
NUT QUANTITY BELOW)
2. * INDICATES LOCATION OF ELECTRICAL ISOLATION
12. CONCRETE SHALL BE AIR ENTRAINED PER ACI 318 SECTION 5.2.1 FOR FLANGE SETS. ENSURE THAT ELECTRICAL ISOLATION IS
w
ALL SURFACES EXPOSED TO FREEZING AND THAWING. FOR 3/4' NOT SHORTEDlBYPASSED THROUGH TUBING CONDUIT,
0
0
0
m
STEEL PIPING SUPPORTS, ETC., THAT ARE IN CONTACT
COARSE AGGREGATE USE 5% t1 %. (ASTM C260) WITH THE PIPE.
¢
w
3. BURIED PIPING SHALL BE CLEANED AND COATED IN
o
13. CONCRETE WORK PERFORMED DURING HOT WEATHER SHALL MEET ACCORDANCE WITH MWP STANDARD PRACTICE 2-13-10
"COATING BURIED PIPE" AND STANDARD PRACTICE
ASTM F1554 GR. 36
ACI 305. "9-02-01" FOR FUSION BONDED EPDXY (FBE). PREFERRED
BELOW GROUND COATINGS ARE FBE AND TWO PART
14. CONCRETE WORK PERFORMED BELOW 40 DEGREES F SHALL MEET EPDXY. ABOVE GROUND PIPING SHALL BE CLEANED AND
HEAVY HEX NUT
COATED IN ACCORDANCE WITH MWP STANDARD
ACI 306. PRACTICE 9-03-01 "PROTECTIVE COATING
SPECIFICATION'. ALL BURIED PIPING SHALL BE
of
CATHODICALLY PROTECTED IN ACCORDANCE WITH MWP
o
_
STANDARD PRACTICE 7-00-01 "GENERAL CORROSION
QO CONTROL PROCEDURES". BELOW GROUND COATING
TACK 3 EQ. SPC S
NOTE:
SHALL EXTEND 6 TO 12 INCHES ABOVE THE SOIL -TO -AIR
ALL CONCRETE ANCHORS AND
HARDWARE
TO BE GALVANIZED UNLESS NOTED OTHERWISE.
INTERFACE. ABOVE GROUND COATING SHALL BE APPLIED
TO D BELOW GROUND ATING AND TEND
1 6TOF12 NCHOESEBELOW HESOIL-TTO-OAIRINTERFACE.
CONCRETE FASTENER SCHEDULE
/ 4. NEW PIPING IS INDICATED BY BOLD LINES (OR BY
ANCHOR BOLTS
KNOW WHAT'S BELOW. REVISION CLOUD).
CALL BEFORE YOU DIG. 5. FIELD VERIFY WALL THICKNESS AT ALL TIE-IN LOCATIONS.
NUTS
REMARKS
6. PIG -ABLE PIPELINES SHALL BE FABRICATED WITH GUARD
MARK
DIA.
A
B
C
D
QTY.
CALL TWO BUSINESS DAYS BARS INSTALLED WITHIN TEES.
BEFORE YOU DIG TO HAVE 7. ANY MATERIAL SUBSTITUTION OR CHANGES TO DESIGN
UTILITIES LOCATED REQUIRES ENGINEERING APPROVAL.
AB-1
7/8
5"
1'-0"
1 1 /2"
4
8
811 or 1-800-922-1987 8, PIPING MTR'S SHALL BE ASSEMBLED PER SP-3-95-01.
1 /2 .
colorado8l?.org 9. OLETS TO BE FULL OPEN
0
A
0
n
1
0
0
IEW PIPINGo
0
DMATOGRAPH SKID
S-RIFLE-CCS-011-02
REFERENCE DRAWINGS
WORK ORDERS
REVISIONS
I ENGINEERING RECORD
DRAWING NUMBER
REV
DRAWING DESCRIPTION
WO NUMBER
DESCRIPTION
NO
DESCRIPTION
DATE
BY
CHECK
DRAWN BY: CM.
a
93202.86
QP, XCEL RIFLE, JTL145 1000' PIPE
0
ISSUED FOR CONSTRUCTION
09/27/2022
CMJ
MMR
CHECKED BY:
89006,86
OF, XCEL RIFLE METER STATION, INSTALL
1
RE -ISSUED FOR CONSTRUCTION
09/29/2022
CMJ
GB
PROJECT ENGR:
0
2
RE -ISSUED FOR CONSTRUCTION
11/02/2022
JLS
MRR
SURVEYOR:
ENGR MNGR:
a
CONSTR MNGR:
s
g
THE INFORMATION AND CONCEPTS CONTAINED IN THIS DOCUMENT ARE CONFIDENTIAL AND
THE PROPERTY OF MOUNTAIN WEST AND/OR THE CLIENT IDENTIFIED. DUPLICATION OR USE
w
OF THIS INFORMATION AND/OR CONSTRUCTION OF SYSTEMS BASED ON THIS DOCUMENT ARE
STRICTLY PROHIBITED WITHOUT WRITTEN AUTHORIZATION FROM MOUNTAIN WEST.
N
-
1 1 2 1 3 1 4 1 5 1 c 1 7
0
0
Of,
FILER SEPERATOR
SE QPC-S-RILFE-CI
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S RIFLE-CCS- 09 e
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® METER STATION SKID CONCRETE
SEE S-RILFE-CCS-011-01
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(LOCATED Al CORN R
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0 o-a o 0 0 0
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RE -ISSUED FOR
CONSTRUCTION
LINE NUMBER: JTL 145
ANountain FACILITY: RIFLE DELIVERY METER STATION
I
TITLE: CONCRETE
DESCRIPTION: GENERAL NOTE & ANCHOR BOLT SCHEDULE
LELEVATION:
13.18 T 6S R 94.93
5338 FT
0636 LONG:-107.827163
NOTED
9 1 10
CITY COUNTY STATE
RIFLE GARFIELD
DRAWING NUMBER HEET
S-RI FLE-CCS-009 01
,I
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