HomeMy WebLinkAboutRevised Drawings-CorrespondenceFrom:Andy Schwaller
To:Brooke Winschell
Subject:FW: Revised Rifle Drawings
Date:Tuesday, May 24, 2016 10:06:22 AM
Attachments:0209-002.002S02.pdf
0209-002.002S03.pdf
Please add the following attachments to GRAD-12-15-4010 with a copy of the email.
Thanks,
Andy
From: Jennifer Keyes [mailto:jkeyes@wrightwater.com]
Sent: Tuesday, May 24, 2016 10:00 AM
To: Andy Schwaller <aschwaller@garfield-county.com>
Cc: Ben Elefritz <Ben.Elefritz@Ulteig.com>; Evan McDougle <Evan.McDougle@Ulteig.com>; Becky
Sturgeon (Rebecca.Sturgeon@xcelenergy.com) <Rebecca.Sturgeon@xcelenergy.com>; Vara, David
R <David.R.Vara@xcelenergy.com>; Sanders, George W <George.W.Sanders@xcelenergy.com>
Subject: FW: Revised Rifle Drawings
Andy – Xcel has encountered unsuitable fill at the Rifle Substation where they are working. This
project was permitted under Garfield grading permit GRAD-12-15-4010. To address the unsuitable
fill material, Xcel has worked with their design engineers Ulteig (cc’d on this email) to come up with
a plan that would involve excavating unstable soil and replace with suitable fill which is all within the
existing fence and grading permit boundaries. However, in addition to replacing the fill, (2) 6”
drains would be installed which will daylight to the north. The disturbance outside the permitted
area is fairly minor and will include area to install the two French drains and two check dams
downgradient from the outlets to dissipate the energy from the drains. These details are provided
on the attached maps. Please let us know if we need to submit anything more formal. Xcel is
planning to redline their stormwater management plans to reflect this change. Thanks, – Jenn
Jennifer Keyes
Wright Water Engineers, Inc.
2490 W. 26th Ave., Ste. 100A
Denver, CO 80211-4813
(303) 480-1700
(303) 480-1020 FAX
HTTP://www.wrightwater.com
BY RECEIVING THIS ELECTRONIC INFORMATION,
including all attachments, the receiver agrees that this data may not be modified or transferred to any other party
without the prior written consent of Wright Water Engineers; that this electronic information may not necessarily
represent the information shown on the recorded or approved final developments and/or documents; and that the
receiver is responsible for verifying the information contained within the electronic data against the recorded or
approved final documents. This privileged and confidential information is intended only for the use of the
addressee(s) named above. Anyone who receives this communication in error should notify us immediately by
reply e-mail.
SCALE REV
FOR BY USING SAFETY PRACTICES, PROCEDURES AND EQUIPMENT AS DESCRIBED IN THE SAFETY TRAINING PROGRAMS, MANUALS AND SPARS.
THIS MAP/DOCUMENT IS A TOOL TO ASSIST EMPLOYEES IN THE PERFORMANCE OF THEIR JOBS.YOUR PERSONAL SAFETY IS PROVIDED
INTERNAL INFORMATION: DO NOT COPY OR DISTRIBUTE WITHOUT EXPRESS WRITTEN CONSENT FROM XCEL ENERGY
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FLO
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SUBSTAION
RIFLE
A
2 3
EXISTING FENCE
DRAINAGE
EXISTING
1 5 'R
A
D
I U
S
5.0'
20.0'
N 1622765.1694
E 2367633.5944
N 1622544.9294
E 2367647.2692
FINISHED GRADE
1% SLOPE
FINISHED GRADE
1% SLOPE
FINISHED GRADE
1% SLOPE
N 1622540.40
E 2367749.24
N 1622834.30
E 2367754.47
N 1622834.28
E 2367832.31
544154425
4
4
3
5
4
4
5
5446
5
4
4
8
5450
5
4
5
0
5
4
5
1
5
4
5
2
5
4
5
3
54
54
5
4
5
5
5 4 5 5
5455
5
4
5
6
5
4
5
6
5457
5
4
5
8
5
4
5
9
5
4
6
0
5460
5
4
6
5
5
4
6
5
54665
4
6
7
5
4
6
8
5468
5
4
6
9
5469
5
4
7
0
5470
5
4
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0
5
4
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1
5471
5
4
7
2
5
4
7
2
5
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3
5
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3
5
4
7
4
5
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4
5
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5 4
7
5
5
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5
5
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7
5
5476
5
4
7
6
5
4
7
6
5476
5
4
7
6
5477
5
4
7
7
5
4
7
7
5478
5
4
7
8
5
4
7
8
5
4
7
8
5
4
7
8
5
4
7
9
5479
5
4
7
9
5480
5
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0
5
4
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0
5
4
8
0
5
4
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0
5481
5
4
8
1
5
4
8
1
5482
5
4
8
2
5
4
8
2
JFSA CP 10
EL:5483.30
E:2367692.52
N:1622955.49
5
4
8
3
5
4
8
3
N 1622811.0094
E 2367653.8927
5484
5
4
8
4
5484
5485
5485
5485
5
4
8
5
5
4
8
5
5486
5486
5
4
8
6 5 4 8 6
5
4
8
6
3
B
2
ON THIS SIDE
MATCH EXISTING GRADE
ACCESS ROAD TO
PROPOSED
5487
5
4
8
7
5487
5487
5487
5
4
8
7
5
4
8
7
5487
5
4
8
7
5 4 8 7
5487
5487
5
4
8
7
N 1622574.9825
E 2367631.0241
8
'
-
0
"
3
:1
TYP
.
50' TYP.RADIUS
5
0'
TY
P
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RAD
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S
5
0' TY
P
.
RAD
I
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S
SLOPE TYP.
1% CROSS
TRENCH CROSSING
TIE TO EXISTING VEHICLE
50' TYP.RADIUS
5488
5488
5488
5489
5489
5490
5490
5
4
9
1
5491
5492
5 4 9 2
5493
5
4
9
3
5494
5495
5495
5
4
9
7
5 4 9 8
5499
5500
5500
8
'
-
0
"
8'-0"
15'-6"
8'-0"
8'-0"
8'-0"
5
5
0
2
5
5
0
3
5504
5504
5504
5505
5505
0209-002.002-003
SEE DETAIL SHEET
CENTERS TYP.
BOLLARDS A 6'
0209-002.002-003
SEE DETAIL SHEET
CENTERS TYP.
BOLLARDS A 6'
N 1622540.40
E 2367828.06
INV ELEV 5481
6" DRAIN TILE
INV ELEV 5481
6" DRAIN TILE
3
F
2
SET 1" PLASTIC CAP
BENCHMARK:
EL:5485.75
E:2367613.65
N:1622584.60
(TYP.)
FOUNDATION
EXISTING
EXISTING GATE
3' BEYOND POLE
TO MATCH SHOULDER
BRING COMPACTED FILL
CABLE TRENCH
EXISTING
EXISTING GATE
INV ELEV 5480.75
6" DRAIN TILE
INV ELEV 5480.75
6" DRAIN TILE
SEE DETAIL H
STORM OUTLET PROTECTION
N
2
2
5450
5450
RIFLE UTE 230/345KV SUBSTATION UTER
1":40'
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DESIGNER APPROVAL:DATE:DATE:REVIEWER APPROVAL:DATE:ENGINEER APPROVAL:
0209-002.002.S02
2016-05-182016-05-18 2016-05-18
0 40 40 80FT
SCALE: 1''= 40'
20
CONTOUR AND GRADING LAYOUT
PRE-EXCAVATION PROCEDURE
VLLM96 VLLM96 211665
LEGEND
PLAN AND SECTION
2C
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SEE XCEL ENERGY SPECIFICATION
RIFLE-UTE 230KV YARD
REV DATE W.O. No.REVISION DESCRIPTION DWN DSN ENG CHK
IFB-ADD 230KV PARACHUTE LINE TERMINATION MFPMEVMEVTOD119480112015-11-270
2016-02-24 TOD BJE11948011MEVMEV1IFC - ADD 230KV PARACHUTE LINE TERMINAL - ULTEIG
EDGE OF DRIVING LANE
EDGE OF GRAVEL
24" CORR. STEEL PIPE (CSP)
INV.=5480.09
24" CSP
INV.=5478.51
24" CSP
EL=5478.26
F.E.S.
STONE REVETMENT (riprap)2450
ROADWAY AND YARD SURFACING2400
GEOTEXTILES AND GEOGRIDS2340
TRENCHING BACKFILLING AND COMPACTION2360
EXCAVATION AND UNDERGROUND OBSTRUCTIONS7010
EXCAVATION AND BACKFILL2300
LONG: -107.743699790
LAT: 39.521924205
620 COUNTY ROAD 319, RIFLE, CO 81650
ROAD STABILIZATION
RIPRAP
GEOWEB
BENCHMARK
PROPOSED MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED EDGE OF GRVEL ROAD
EXISTING POWER POLE
EXISTING ANCHOR GUY
EXISTING MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING DRAINGE
EXISTING UNDERGROUND STRUCTURE
EXISTING OVERHEADPOWER LINE
EXISTING FOUNDATION
EXISTING FENCE
SOIL STABILIZATION
2 2016-05-18 11948011 ECM MEV MEV BJE
6. MAINTAIN POSITIVE DRAINGE FOR ALL SOIL STABILIZATION AREAS
REGARDING UNDERGROUND UTILITIES.
5. DRAWINGS SHALL NOT BE RELIED ON AS THE SOLE SOURCE OF INFORMATION
ADDITIONAL LOCATE INFORMATION
4. REFER TO CONSTRUCTION SPECIFICATION SECTION 7010 AND THE PROJECT MANUAL FOR
- 0209-010.002S01 FOR KNOWN UNDERGROUND UTILITIES.
3. SEE REFERENCE DRAWINGS GA - 0209-001.001S01, CONDUIT - 0209-004.003S01 AND GROUNDING
EXCAVATION WORK.
LDC-TEST-CREW-NOTIFICATION@xcelenergy.com, AT LEAST TEN (10) BUSINESS DAYS PRIOR TO
FROM SYSTEMS TESTING DEPARTMENT VIA EMAIL AT
2. FOR UNDERGROUND UTILITY LOCATES INSIDE THE SUBSTATION FENCE, REQUEST LOCATES
BUSINESS DAYS PRIOR TO EXCAVATION WORK.
811 SHALL BE CALLED FOR EVERY EXCAVATION PROJECT AT LEAST THREE (3)
LOCATE AND CLEARLY MARK THE LOCATION PRIOR TO ANY EXCAVATION ACTIVITY.
DRAWINGS SHALL NOT BE ASSUMED COMPLETE OR ACCURATE. CONSTRUCTION SHALL
THE UNDERGROUND UTILITIES SHOWN ON THE PROVIDED ELECTRICAL REFERENCE
1. CAUTION: THERE MAY BE UNDERGROUND UTILITIES/OBSTRUCTIONS IN THIS AREA.
IFC - SOIL STABILIZATION AND DRAIN TILE - ULTEIG
WITH OSHA
- ANY EXCAVATION FOR SOIL STABILIZATION MUST COMPLY
DOES NOT INTERFERE WITH FOUNDATIONS TO BE INSTALLED
- CONTRACTOR TO VERIFY LOCATION OF DRAIN TILE
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SCALE REV
FOR BY USING SAFETY PRACTICES, PROCEDURES AND EQUIPMENT AS DESCRIBED IN THE SAFETY TRAINING PROGRAMS, MANUALS AND SPARS.
THIS MAP/DOCUMENT IS A TOOL TO ASSIST EMPLOYEES IN THE PERFORMANCE OF THEIR JOBS.YOUR PERSONAL SAFETY IS PROVIDED
INTERNAL INFORMATION: DO NOT COPY OR DISTRIBUTE WITHOUT EXPRESS WRITTEN CONSENT FROM XCEL ENERGY
R
BOLLARD DETAIL
1'-0"
6
"
1'-6"
4
'
-
0
"
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4
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-
6
"
M
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BOLLARD DETAIL
BY XCEL PERSONNEL
YELLOW PAINT AS DIRECTED
PAINTED WITH REFLECTIVE
FILLED WITH CONCRETE
DEPTH VARIES
SANDY CLAY
CONCRETE
AND PROJECTION REQUIRED
TO MEET MINIMUM EMBEDMENT
TO LENGTH IN ORDER
PIPE SHALL BE FIELD CUT
SILT
GEOTEXTILE
FILTER FABRIC
EXISTING GROUND
COMPACTED SELECT FILL
20'-0" DRIVING LANE5'-0" SHOULDER
1%1%
PROPOSED GRADE
COMMON FILL TOPSOIL STRIPPING
DETAIL E THIS SHEET
GEOWEB GW30V-4
CRUSHED ROCK IN
" 2
14" DEEP, 1 SEE DETAIL D THIS SHEET
MATCH EXISTING GRADE
WITH FILTER FABRIC WRAP
CORRIGATED HDPE PIPE
6" DRAIN TILE
GEOTEXTILE
FILTER FABRIC
ACCESS ROAD CL
3
1
1
1
4
1
ACCESS ROAD CL
EXISTING GROUND
COMPACTED SELECT FILL
1%
1
1
GRADE
PROPOSED
COMMON FILL
20'-0" DRIVING LANE5'-0" SHOULDER
TOPSOIL STRIPPING
SEE DETAIL C THIS SHEET
REVETMENT (RIPRAP)
HAND PLACE STONE
SEE DETAIL G THIS SHEET
MATCH EXISTING GRADE
NON-WOVEN GEOTEXTILE FABRIC
TENSAR BX1100OR BX1200GEOGRID
1'-0" CDOT CLASS 2 ROAD BASE
NATIVE SUBGRADE
3'-6" CDOT CLASS 6 ROAD BASE
INSTALL GEOWEB GW30V-4 PER MANUFACTURER'S
SPECIFICATIONS AND RECOMMENDATIONS.
PRESTO GEOSYSTEMS, APPLETON, WI 54912
PHONE 1-800-548-3424
INFO@PRESTOGEO.COM
GEOWEB NOTE
PRE-EXCAVATION PROCEDURE
12" PREPARED SUBGRADE
6" CDOT CLASS 5 ROAD BASE
4" AGGREGATE SURFACING
NATIVE SUBGRADE
NATIVE SUBGRADE
4" DEEP 1-1
2" CRUSHED ROCK
CONTAINED IN GEOWEB GW30V-4
12" RIPRAP URBAN DRAIN & FLOOD
CONTROL DISTRICT (UDFCD) TYPE VL-L d50 6-9
4" DEPTH - UDFCD TYPE 11 BEDDING
1. CAUTION: THERE MAY BE UNDERGROUND UTILITIES/OBSTRUCTIONS IN THIS AREA.
THE UNDERGROUND UTILITIES SHOWN ON THE PROVIDED ELECTRICAL REFERENCE
DRAWINGS SHALL NOT BE ASSUMED COMPLETE OR ACCURATE. CONSTRUCTION SHALL
LOCATE AND CLEARLY MARK THE LOCATION PRIOR TO ANY EXCAVATION ACTIVITY.
811 SHALL BE CALLED FOR EVERY EXCAVATION PROJECT AT LEAST THREE (3)
BUSINESS DAYS PRIOR TO EXCAVATION WORK.
2.FOR UNDERGROUND UTILITY LOCATES INSIDE THE SUBSTATION FENCE, REQUEST
LOCATES FROM SYSTEMS TESTING DEPARTMENT VIA EMAIL AT
LDC-TEST-CREW-NOTIFICATION@xcelenergy.com, AT LEAST TEN (10) BUSINESS
DAYS PRIOR TO EXCAVATION WORK.
3. SEE REFERENCE DRAWINGS GA - 0209-001.001S01, CONDUIT - 0209-004.003S01 AND
GROUNDING - 0209-010.002S01 FOR KNOWN UNDERGROUND UTILITIES.
4. REFER TO CONSTRUCTION SPECIFICATION SECTION 7010 AND THE PROJECT MANUAL
FOR ADDITIONAL LOCATE INFORMATION.
5. DRAWINGS SHALL NOT BE RELIED ON AS THE SOLE SOURCE OF INFORMATION
REGARDING UNDERGROUND UTILITIES.
A
3 2
B
3 2 HORIZONTAL SCALE:1" = 20'-0"
VERTICAL SCALE: 1" = 4'-0"
SECTION A ACCESS ROAD SECTION
SECTION B ACCESS ROAD SECTION
HORIZONTAL SCALE:1" = 20'-0"
VERTICAL SCALE: 1" = 4'-0"
D
3 3
E
3 3
SURFACING DETAIL
EQUIPMENT YARD
NO SCALE
SUBSTATION GEOWEB
NO SCALE
SURFACING DETAIL
FINISHED GRADE PER PLAN
US 205NW OR EQUAL
NONWOVEN GEOTEXTILE
FINISHED GRADE PER PLAN
C
3 3
FILTER FABRIC
FINISHED GRADE PER PLAN
STONE REVETMENT TYPICAL DETAIL
(RIPRAP) PLACEMENT
NO SCALE G
3 2 EQUIPMENT YARD
NO SCALE
ROAD STABILIZATION
F
3 2
EQUIPMENT YARD
NO SCALE
SOIL STABILIZATION
H
H
6" AGGREGATE SURFACING
NON-WOVEN GEOTEXTILE FABRIC
NON-WOVEN GEOTEXTILE FABRIC
1'-4" CDOT CLASS 2 ROAD BASE
NATIVE SUBGRADE
TENSAR TX 140 GEOGRID
8" CDOT CLASS 6 ROAD BASE
6" AGGREGATE SURFACING
NON-WOVEN GEOTEXTILE FABRIC
FINISHED GRADE PER PLAN
D
1
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2
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2'-0
2
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1'-0
5D
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4
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G
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THIS SH.
THIS SH.
DITCH OR BASIN GRADE
6" GRANULAR FILTER LAYER
FILTER FABRIC
STORM PIPE
(UDFCD) TYPE VL-L d50 6-9
FLOOD CONTROL DISTRICT
12" RIPRAP URBAN DRAIN AND
G G
H
3 2
STORM OUTLET PROTECTION DETAIL
NOT TO SCALE
FINISHED GRADE PER PLAN
1
1
1NONE
RIFLE UTE 230KV/345KV SUBSTATION
GRADING SECTIONS
UTER
REV DATE W.O. No.REVISION DESCRIPTION DWN DSN ENG CHK
2016-02-240
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BJEMEVMEVTOD
2016-05-16 2016-05-16VLLM96 2016-05-16
11948011
0209-002.002.S03
211665
IFC ADD 230KV PARACHUTE LINE TERMINAL - ULTEIG
2016-05-161 11948011 BJEMEVMEVECMIFC-SOILS STABILIZATION AND DRAIN TILE - ULTEIG
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