HomeMy WebLinkAboutPlans3
4
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.
20007' W. 254.89 ft.;
th. S. 04°33' E. 250.16 ft.; th. S. 57°31' W. 450.87 ft.; th. S. 09°17' W. 510.73 ft.; th. N.
88°23' E. 443.69 ft.;
th. S. 88°28' E. 316.02 ft.; th. N. 20053' W. 488.28 ft.; th. N. 09°22' W. 120.83 ft.; th. N.
07°16' E. 422.93 ft.;
th. S. 88°53' 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" WEST 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.
REFERENCE DRAWINGS
DRAWING NUMBER REV I DRAWING DESCRIPTION
0
8 THE INFORMATION AND CONCEPTS CONTAINED IN THIS DOCUMENT ARE CONFIDENTIAL AND
THE PROPERTY OF MOUNTAIN WEST AND/OR THE CLIENT IDENTIFIED. DUPLICATION OR USE
d OF THIS INFORMATION AND/OR CONSTRUCTION OF SYSTEMS BASED ON THIS DOCUMENT ARE
STRICTLY PROHIBITED WITHOUT WRITTEN AUTHORIZATION FROM MOUNTAIN WEST.
g
1 2 3
EXISTING
MOUNTAIN WEST
PROPERTY LINE
PROPOSED
SERVICE
PIPING TO
XCELENERGY
XCELYARD
WORK ORDERS
WO NUMBER DESCRIPTION
93202.86 QP, XCEL RIFLE, JTL 145 1000' PIPE _
89006.86 QP, XCEL RIFLE, METER STATION INSTALL
4
PROPOSED
AC PANEL &
EXIST POLE
I
75'-11 "+/-
I
I
ILL
�o
I�
Iw
IN
co
IC6
0
to
co
72' 7"+/-
EXISTING
MOUNTAIN WEST
PROPERTY LINE
8.g=1TW.5f0.73FT
EXISTING 1
FENCE \
n PROPOSED \
y o 500 GAL \
N TANK \
N EXISTING \
PROPOSED FENCE \
FILTER / \
SEPARATOR
\s
APPROXIMATE \ �y
LOCATION OF \' Q
PROPOSED \
4 PIPING \
5 \
r \
SEC13, T6S, R
MOUNTAIN WEST SEC18,T6S,R
3 RIFLE YARD `
Septic 6 � EXIST
... Permit#2293 + \ MOUh
\ PROP
412'-2"+/- \
6'-0" —
2 -- -- \ S. 4° 33' E_250.16 FT
f7
+ YARD ACCESS
YARD ACCESS `7 +o GATE i
GATE c
co PROJECT i
PARKING S
.g82aF EXISTING
MOUNTAIN WEST
i C1.20 PROPERTY LINE
i
NO DESCRIPTION
1 QP, XCEL RIFLE, JTL 145 1000' PIPE
2 QP, XCEL RIFLE, METER STATION INSTALL
3 ADDED ADDITIONAL INFORMATION
❑7
159'-W
-• N•9,22'W•120.83FT
N.
60'
40'
20'
0
60'
20m
0
20m
Structure
Purpose
Status
Size
1
Office Trailer
Existin
12' x 46'-2"
2
Communications
Existin
5'-10" x 7'-10"
Air Compressor
New
70" x 96"
^as Chromato rah
New
70" x 116"
New
8'-0" x 8'-0"
6
Storage
Existin
14'-0" x 16'-0"
7
Storage
Existing
5'-9" x 5'-9"
8
Stora a
Existin
8'-0"
BUILDING INDENTIFY KEY
5
ENGINEERING RECORD
/Aountain
LINE NUMBER:
FACILITY:
TITLE:
DESCRIPTION:DESCRIPTION:
ADDRESS:
DATE
BY
KLH
CHECK
CS
DRAWN BY: KLH
CHECKED BY: WJB
KLH
CS
PROJECT ENGR: WJB
11/1/22
KLH
C S
SURVEYOR: JD
ENGR MNGR: JAWest
CONSTR MNGR: TS
SECTION: 13,18 T 6 S R 94,93
FOR REFERENCE
JTL 145
RIFLE DELIVERY METER STATION
PROPOSED PIPING & EQUIPMENT
SITE PLAN
613 COUNTY ROAD 264
ELEVATION: 5338 FT RIFLE AREA I GARFIELD
LAT: 39.530636 LONG:-107.827163 DRAWING NUMBER
SCALE: NTS S-RIFLE-CCS-002
7 9 1 10 1 11
01
6MAN
a•.
N
N m
.- NO
� � o
� Dn
•C
ua
to N
ar-3
o
m
3 ��
a
C �
�+ c
C O°
7
O
G
0
r
J 1
1
2
3
4
N
A'-f" 10'46"
n
u
�y
0
E
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. KNOW WHAT'S BELOW.
4. NEW PIPING IS INDICATED BY BOLD LINES (OR BY CALL BEFORE YOU DIG.
G REVISION CLOUD). CALL TWO BUSINESS DAYS
5. FIELD VERIFY WALL THICKNESS AT ALL TIE-IN LOCATIONS. BEFORE YOU DIG TO HAVE
6. PIG -ABLE PIPELINES SHALL BE FABRICATED WITH GUARD UTILITIES LOCATED
BARS INSTALLED WITHIN TEES. 811 or 1-800-922-1987
7. ANY MATERIAL SUBSTITUTION OR CHANGES TO DESIGN colorado811.org
REQUIRES ENGINEERING APPROVAL.
8. PIPING MTR'S SHALL BE ASSEMBLED PER SP-3-95-01.
9. OLETS TO BE FULL OPEN
REFERENCE DRAWINGS
DRAWING NUMBER REV DRAWING DESCRIPTION
a
b 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.
1 1 2 1 3
_ WORK ORDERS
WO NUMBER DESCRIPTION
93202.86 CID, XCEL RIFLE, JTL145 1000' PIPE
89006.86 QP, XCEL RIFLE METER STATION, INSTALL
4
5
5
t•
I I
I I
oe
DP-1
NO DESCRIPTION
0 ISSUED FOR CONSTRUCTION
1 RE -ISSUED FOR CONSTRUCTION
7
7
0
rL SKID BASE
INSIDE OUTSIDE
SKID SKID
FRAME FRAME
0
rL (2) 3Y4 O HOLES
1" 4Y/2" FOR %8" 0 EPDXY
BOLTS
IMK. AA-1
N
(SEE DETAIL 1) L PIER
DP-1 PLAN
3 4 =1 -0 3 AS SHOWN, 3 OPP
#4 TI
SECTION A
3/4"=1'-0"
#5 VERTS
SECTION QB
3/4"= V-0"
ENGINEERING RECORD
DATE BY CHECK DRAWN BY: CMJ
09/27/2022 CMJ MMR CHECKED BY:
09/29/2022 CMJ GB PROJECT ENGR:
SURVEYOR:
ENGR MNGR:
CONSTR MNGR:
10
rim
IHOLES
DETAIL (1(3 AS SHOVVN, 3 OPP)
SKID
#4 @ 12"C.C. MAX
E.W. TOP & BTM.
4'-0"
•
11
SECTION C
3/4"=1'-0'
12
ATCH BUILDING
FLOOR ELEV.
7EQUAL SPACED
1FIELD DETERMINE)
+I
0
NOTES:
1. FOR GENERAL NOTES AND ANCHOR BOLT SCHEDULE SEE
DWG S-RIFLE-CCS-009-01.
2. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO
oQppO Llc CONSTRUCTION.
C. K4*"- S
F
259
9o,�.gi27i2o�\��RE-ISSUED FOR
s8/0NA`N� CONSTRUCTION
JwB A\ountain
SECTION: 13.18 T 6S R 94.93
ELEVATION: 5338 FT
LAT: 93.53036 LONG:-107.827163
SCALE: CO.
9 10
LINE NUMBER: JTL 145
FACILITY: RIFLE DELIVERY METER STATION
TITLE: CONCRETE
DESCRIPTION: PLAN, SECTIONS & DETAILS
ADDRESS:
CITY COUNTY STATE
RIFLE GARFIELD p.
DRAWING NUMBER rEET REVR
S-RIFLE-CCS-0111 1
11 12
A
0
C
0
E
F
G
A
c
w
G
2
CONCRETE NOTES
1.
CONCRETE AND CONCRETE MATERIALS SHALL CONFORM To THE
REQUIREMENTS OF ACI SPECIFICATIONS FOR STRUCTURAL
15,
CONCRETE SHALL BE PLACED WITHIN 90 MINUTES AFTER ADDING MIX
CONCRETE FOR BUILDINGS.
WATER.
2.
CONCRETE AND REINFORCING SHALL BE DESIGNED, DETAIL[ ID AND
16.
A MAX MUM SLUMP AT POINT OF DISCHARGE OF 4 INCHES AND A
PLACED IN ACCORDANCE WITH THE LATEST REVISION OR EUI TION OF
WATER/CEMENT RATIO OF 0.51 OR LESS (NON AIR -ENTRAINED), 0.41
THE ACI BUILDING CODE FOR REINFORCED CONCRETE ACI 318 AND
OR LESS (AIR ENTRAINED.) USE ADMIXTURES ONLY WITH APPROVAL.
ACI 301 R.
17.
WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185, A82, A496,
3.
REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 DEFORMED BARS
A497 AND ACI 318. WELDED WIRE FABRIC SHALL BE LAPPED TWO (2)
UNLESS NOTED OTHERWISE, AND SHALL BE FREE FROM LOOSE FLAKY
MESH SPACES MINIMUM ON SIDES AND ENDS.
RUST, MUD, OIL OR OTHER COATINGS THAT WILL DESTROY OR
REDUCE THE BOND. NO WELDING OF REINFORCING BARS SHALL BE
18.
ALL FLAT FLOOR SLABS SHALL HAVE A STEEL TROWEL FINISH
ALLOWED. REINFORCING SHALL BE TIED WITH ANNEALED 16 GAGE
SMOOTH, LEVEL AND TRUE. ALL SLOPING GROUND FLOOR SLABS
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 HARDEFII .D
5.
REINFORCING BARS #4 AND LARGER SHALL BE SHOP
CONCRETE SHALL BE CLEAN AND FREE OF LAITANCE AND SHALL BI
FABRICATED/TAGGED.
ROUGHENED APPROXIMATELY %4'.
6.
MINIMUM DISTANCE FROM EDGE OF BAR TO FACE OF CONCP.ETE
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, Mi'JIMUM
MANUFACTURER'S RECOMMENDATIONS UNLESS NOTED OTHERWISE
DISTANCE FROM EDGE OF BAR TO FACE OF CONCRETE SHALL BE 1%2"
ON THE DESIGN DRAWINGS.
CLEAR FOR COLUMNS, GIRDERS AND BEAMS. FLOOR SLABS AND
WALLS, SHALL HAVE A CLEAR DISTANCE OF 3/4".
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
25.5.2) SHALL BE AS FOLLOWS:
COMPACTED STRUCTURAL FILL.
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
90"
7T
23. STRUCTURAL FILL MATERIAL PLACED TO SUPPORT FOUNDATIONS,
PAVEMENTS, AND CONCRETE FLOOR SLABS SHALL BE COMPACTED TO
A DRY DENSITY THAT IS NOT LESS THAN 95% OF ASTM D1557
(MODIFIED PROCTOR DENSITY) AND MAINTAIN A MOISTURE CONTENT
WITHIN ±2% OF OPTIMUM. ALL STRUCTURAL FILL SHALL BE PLACED IN
LOOSE HORIZONTAL LAYERS NOT TO EXCEED 8 INCHES IN THICKNESS.
24. ALL EARTHWORK RECOMMENDATIONS ARE BASED ON AND SHALL BE
IN ACCORDANCE WITH THE GEOTECHNICAL REPORT.
25. CONCRETE BONDING ADHESIVE SHALL BE 'PERMANENT BOND' BY FIVE
STAR PRODUCTS, INC. OR APPROVED EQUAL. BONDING AGENTS
SHALL CONFORM TO ASTM C881.
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
OBSTRUCTION IS UNCOVERED DURING CONSTRUCTION, CONTRACTOR
8. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGI H OF 4000 TO SEEK PATH FORWARD FROM RESPONSIBLE ENGINEER OR PLANT
PSI IN 28 DAYS UNLESS NOTED ON DESIGN DRAWINGS. MANAGER.
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
10. CONCRETE SHALL HAVE A MAXIMUM COARSE AGGREGATE SIZE OF 3/4" GROUNDING TO BE INSTALLED ON OUTSIDE OF CONCRETE
UNLESS OTHERWISE NOTED. (ASTM C33) MEMBERS. ANY EXCEPTION REQUIRES WRITTEN APPROVAL BY
CLIENT AND ENGINEER.
11. MIX AND PLACE CONCRETE ACCORDING TO ACI 301 AND ACI 304.
CURE CONCRETE ACCORDING TO ACI 301 (CHAPTER 12) AND ACI 308.
ALL CONCRETE SHALL BE MOIST OR FORM CURED FOR A MINIMUM OF
7 DAYS.
12. CONCRETE SHALL BE AIR ENTRAINED PER ACI 318 SECTION 5.2.1 FOR
ALL SURFACES EXPOSED TO FREEZING AND THAWING. FOR'/4"
COARSE AGGREGATE USE 5%±1%. (ASTM C260)
13. CONCRETE WORK PERFORMED DURING HOT WEATHER SHALL MEET
ACI 305.
14. CONCRETE WORK PERFORMED BELOW 40 DEGREES F SHALL MEET
ACI 306.
fral -A
O
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
REFERENCE DRAWINGS
DRAWING NUMBER REV DRAWING DESCRIPTION
THE INFORMATION AND CONCEPTS CONTAINED IN THIS DOCUMENTARE CONFIDENTIAL AND
THE PROPERTY OF MOUNTAIN WESTAND/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 2 3
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,
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
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
WORK ORDERS
WO NUMBER DESCRIPTION
93202.86 OR XCEL RIFLE, JTL145 1000' PIPE
89006.86 OR XCEL RIFLE METER STATION, INSTALL
EI
GROUT NOTES
1. GROUT SHALL BE NON -SHRINK GROUT UNLESS OTHERWISE NOTED. ALI
COLUMN BASE PLATES AND EQUIPMENT FOUNDATIONS SHALL HAVE A
MINIMUM OF 1 INCH THICK GROUT UNLESS OTHERWISE NOTED ON THE
ENGINEERING DESIGN DRAWINGS. USE'FIVE STAR GROUT' BY FIVE
STAR PRODUCTS, INC. OR APPFOVED EQUAL. MINIMUM COMPRESSIVE
STRENGTH OF 6000 PSI.
2. EPDXY GROUT WILL BE USED FOR ROTATING AND RECIPROCATING
EQUIPMENT WHERE INDICATEDON THE ENGINEERING DESIGN
DRAWINGS. EPDXY GROUT SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 9000 PSI. FIVE STAR 'HP EPDXY GROUT' OR APPROVED
EQUAL. CONCRETE FOUNDATION SHALL CURE FOR A MINIMUM OF 21
DAYS BEFORE PLACING EPDXYGROUT OR PER MANUFACTURERS
RECOMMENDATIONS.
z
0
U
w
0
a -
m T/CONC
J
J
w -
0 a _-
05 -_
a w
m
w
"I t
MARK I DIA.
NOTES:
DOUBLE HEAVY
HEX NUT
1. ALL ADHESIVE ANCHORS SHALL USE
(WHEN SPECIFIED)
'HILTI' HIT-HY 200 ADHESIVE OR
APPROVED EQUAL, INSTALLED IN
SINGLE HEAVY
HEX NUT
COMPLETE ACCORDANCE WITH
(STANDARD)
MANUFACTURER'S RECOMMENDATIONS
UNLESS OTHERWISE SPECIFIED.
PLAIN WASHER
2. 'HILTI' HAS/HIT-V THREADED RODS OR
(TYPE A HIDE)
UNO
APPROVED EQUAL MAY BE USED IN
LIEU OF FABRICATED BOLTS.
3. CORE DRILLING OF CONCRETE IS NOT
PERMITTED UNLESS DIRECTLY
SPECIFIED ON DESIGN DRAWINGS OR
WITH WRITTEN PERMISSION FROM
A36 THREADED
ROD
ENGINEER OF RECORD.
4. ALL CONCRETE ANCHORS AND
HARDWARE TO BE GALVANIZED UNO.
CONCRETE FASTENER SCHEDULE
ADHESIVE ANCHORS
NUTS
A B C QTY.
AA-1 15/8" 9" 1 3" I 6" 1 12 I 12
REMARKS
HEAVY HEX NUT
oilDOUBLE
0
0
(WHEN SPECIFIED)
a
F0
w
SINGLE HEAVY HEX NUT
0
- (STANDARD)
�
__
Co
a T CONC
/
= � PLAIN WASHER
LEVELING NUT & EXTRA WASHER
(OPTIONAL, NOT INCLUDED IN
NUT QUANTITY BELOW)
J
Q
Of
w
0
o
w
Q
-
m
g
w
c
U
0
ASTM F1554 GR. 36
HEAVY HEX NUT
c
O
3 EQ. SPC'S
NOTE:
TACK
ALL CONCRETE ANCHORS
AND
HARDWARE
TO BE GALVANIZED UNLESS NOTED OTHERWISE.
CONCRETE
FASTENER SCHEDULE
ANCHOR
BOLTS
NUTS
REMARKS
MARK
DIA.
A
B
C
D
QTY.
_-
7/8"
1/26
5"
1'-0"
1 1/2"
4
8
NO
0 ISSUED FOR CONSTRUCTION
1 RE -ISSUED FOR CONSTRUCTION
5 6
REVISIONS
DESCRIPTION
7
NEW PIPI
D
O
ENGINEERING RECORD
DATE BY CHECK DRAWN BY: CMJ(JIS)
09/27/2022 CMJ MMR CHECKED BY:
09/29/2022 CMJ GB PROJECT ENGR: WB
SURVEYOR:
ENGR MNGR:
CONSTR MNGR:
n
12
ION SKID CONCRETE
I LF E-CC S-011-01
El
N
rPPpO L/CFy
, 259 ®e
90��0/27120� RE -ISSUED FOR
�sSDNAI E��`
CONSTRUCTION
LINE NUMBER: JTL 145
Mountain FACILITY: RIFLE DELIVERY METER STATION
TITLE: CONCRETE o
� + DESCRIPTION: GENERAL NOTE & ANCHOR BOLT SCHEDULE z
ADDRESS: <I
U)
SECTION: 13.18 T 6S R 94.93W CITY COUNTY STATE 3:
ELEVATION: 5338 FT
LAT: 93.530636 LONG:-107.827163
SCALE: AS NOTED
9 10
RIFLE GARFIELD
DRAWING NUMBER
S-RIFLE-CCS-009
z
OSHEETREVISION z
1 0
1 2
[c1
0
5
0
7
11
12
0
A
C
E
F
G
31'-5"
N.T.S.
DP-2
DOMINION WP 0,0,0
(LOCATED AT CORNER
OF FENCE LINE)
GENERALNOTES
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.
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
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
6'-10"
PLAN
M f7
O Z
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
REFERENCE UKAWIN(jo
DRAWING NUMBER REV DRAWING DESCRIPTION
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 2
DP-2
,i�
WORK ORDERS
WO NUMBER DESCRIPTION
93202.86 QP, XCEL RIFLE, JTL145 1000' PIPE
89006.86 OP, XCEL RIFLE METER STATION, INSTALL
3 q 5
U
a
rL (2) 7/8"0 A. BOLTS
MK. AB-1
' PIER �(2) PL%4'x3%2"x3%2"
W/ 15/6" 0 HOLE CTR'D.
DP-2 PLAN
3/a':=1'-0' 2 REQ'D
SECT10k A
3/4"=V-V
3" V-6"O -.-{
CLR.
SECTION
NO
0 ISSUED FOR CONSTRUCTION
1 RE -ISSUED FOR CONSTRUTION
(6) #5 VERTS
REVISIONS
DESCRIPTION
7
ENGINEERING RECORD
DATE BY CHECK DRAWN BY: CMJ (JIS)
09/27/2022 CMJ MRR CHECKED BY:
09/29/2022 CMJ GB PROJECT ENGR: WB
SURVEYOR:
ENGR MNGR:
CONSTR MNGR:
0
N
A
i3
C
Fil
F
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. G
LINE NUMBER:
Mountain FACILITY
TITLE:
DESCRIPTION:
ADDRESS:
SECTION: 13.18 T 6S R 94.93W CITY
ELEVATION: 5338 FT RIFLE
LAT: 93.530636 LONG:-107.827163
SCALE: AS NOTED
10
RE -ISSUED FOR
CONSTRUCTION
JTL 145
RIFLE DELIVERY METER STATION
CONCRETE
PLAN, SECTIONS & DETAILS
COUNTY STATE
GARFIELD CO.
DRAWING NUMBER SHE
S-RIFLE-CCS-009 02
11 12
o�
U)
G
UI
Z_
Q
REVISION z
1
O
g
WORK ORDERS
WO NUMBER DESCRIPTION
93202.86 QP, XCEL RIFLE, JTL145 1000' PIPE
89006.86 OP, XCEL RIFLE METER STATION, INSTALL
3 q 5
U
a
rL (2) 7/8"0 A. BOLTS
MK. AB-1
' PIER �(2) PL%4'x3%2"x3%2"
W/ 15/6" 0 HOLE CTR'D.
DP-2 PLAN
3/a':=1'-0' 2 REQ'D
SECT10k A
3/4"=V-V
3" V-6"O -.-{
CLR.
SECTION
NO
0 ISSUED FOR CONSTRUCTION
1 RE -ISSUED FOR CONSTRUTION
(6) #5 VERTS
REVISIONS
DESCRIPTION
7
ENGINEERING RECORD
DATE BY CHECK DRAWN BY: CMJ (JIS)
09/27/2022 CMJ MRR CHECKED BY:
09/29/2022 CMJ GB PROJECT ENGR: WB
SURVEYOR:
ENGR MNGR:
CONSTR MNGR:
0
N
A
i3
C
Fil
F
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. G
LINE NUMBER:
Mountain FACILITY
TITLE:
DESCRIPTION:
ADDRESS:
SECTION: 13.18 T 6S R 94.93W CITY
ELEVATION: 5338 FT RIFLE
LAT: 93.530636 LONG:-107.827163
SCALE: AS NOTED
10
RE -ISSUED FOR
CONSTRUCTION
JTL 145
RIFLE DELIVERY METER STATION
CONCRETE
PLAN, SECTIONS & DETAILS
COUNTY STATE
GARFIELD CO.
DRAWING NUMBER SHE
S-RIFLE-CCS-009 02
11 12
o�
U)
G
UI
Z_
Q
REVISION z
1
O
g