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February 28,2012
Glenn Hartmann, Senior Planner
Garfield Counly, Building & Planning Department
108 Eighth Street, Suite 401
Glenwood Springs, Colorado 81601
BE: Xcel Rille Substation Operations in Garfield County
Project Narrative
Mr. Hadmann,
We are please to provide you with this summary letter and attached drawings in the submittal of
Amendment Application for the proposed Xcel Rifle Substation Operations. This projects intends to
update a movement of a building location ol a proposed 3000 square foot storage building as a
"Non-substantial Change'as delined in the Garfield County Unified Land Use Resolution of 2008 in
Section 16-101 as it relates to our submitted application last August and September of 20'l 1. Please
reler to the revised site plans attached with this application. We have also attached ASI#01 Change
Narrative document from Swanson Rink's office that Iurther describes the changes to the site.
As indicated on the attached site plans, Xcel needs to shift the location of the proposed 3,000 SF
building due to a discovered utility easement during the site construction in January.
We look
respond
to completing the processing of this application with you and are available to
any questions you may have.
udger
Coordinator
STftAUCH
ITECTS
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5WAN5C}N 15 F?INK
February 15,2012
Jason Hunt
Xcel Energy
1800 Larimer, Suite 900
Denver CO,80202
Via email:
Jason.H unt@xcelenergy.com
Reference: Rifle Operations New Storage Building 11-165.48
Narrative for Civil Revisions to be issued as part of ASI No.l, dated
February 15,2012
Dear Jason Hunt:
Please include the following revisions for ASI No. 1, dated February 15,2012:
CIVIL
SHEET Cl
1. Civil sheet index modified to add sheet C8 - Site Details and Storm Drain Plan & Profile
SHEET C4
1. New Building moved 20' to the south.
2. 4' valley gutter and edge of new pavement moved 20' to the south.
3. Fence realign ed to 2' off of concrete pad at Northwest corner of building.
4. Type C inlet grate and invert elevation adjusted as shown on sheet C4.
5. Grading and bottom slope of swale revised as shown.
6. 20' wide soil retention blanket added to swale between low tailwater basin and riprap drop structures.
7. Southem gabion drop structure has been removed from the plans.
8. l8' wide riprap swale added to replace the southem gabion drop structure. The l8' wide riprap swale
will be placed directly upslope of the northern gabion drop structure'
SHEET C5
l. Horizontal control points 2-7, lO-12, 15-16 and 18 have been adjusted to match with the revised site
layout.
1 120 Lincoln St, Suite 1200 Denver, CO 80203-2139 303.832 2-666 {. 303 832 7563 www.swansonrink.com
Xcel Energy
February 15,2012
Page2 of2
2. Horizontal control point 8 is no longer used.
SHEET C7
l. The detail No. 4 title has been adjusted to "8' Riprap Swale Section" to differentiate between the 8'
swale and the newly added 18' riprap swale detail.
SHEET C8
l. Soil retention blanket installation details added to plan set.
2. Storm Drain profile added to plan set.
3. Details for the l8' wide riprap swale have been added to the plan set.
Please call ifyou have any questions.
Sincerely,
SWANSON RINK,INC.
Clare Epke,
Project Manager
Revised sheets Cl, C4,C5, C7 and C8
p:\xcel rifle garage addition 11-'165.48\100 deliverable working\narratives (asi, addendum)l2O'|2-2-14asi no.1_change_narrative.doc
1120 Lincoln Street, Suite 1200 Denver, C0 80203-2139 www.rink.com (303) 832"2666 FM (303) 832.7503
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