A06 - 40492699 - ROMO 250001 HQE HQW Fuel Tanks Drawings.pdf

PDF 28 MB Posted Dec 3, 2020

Attached to: Replace Underground Fuel Storage Tanks at ROMO
Solicitation number: 140P1221R0001
Issued by: Department of the Interior National Park Service Intermountain Region

About this file

Written by GovTribe AI · Dec 27, 2023

This document summarizes a federal contract opportunity to replace underground fuel storage tanks at Rocky Mountain National Park in Colorado. The National Park Service Intermountain Region is soliciting proposals under solicitation number 140P1221R0001 to replace the east and west headquarters underground fuel storage tanks and dispensing stations. Responses are due by the date listed in the solicitation. The work includes removing the existing tanks and installing new double-walled fuel tanks with new piping and dispensers to supply diesel and unleaded fuel. Offerors should have experience with underground storage tank removal and installation projects.

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Other files

File	Type	Posted
B09 - 140P1221R0001 - Amendment 0004 - Additional Questions and Answers_0004.pdf	PDF	Jan 6, 2021
Sol_140P1221R0001_Amd_0004.pdf	PDF	Jan 6, 2021
Sol_140P1221R0001_Amd_0003.pdf	PDF	Jan 4, 2021
B11 - 140P1221R0001 - Amendment 0003 - West Site Visit Record of Attendance_0003.pdf	PDF	Jan 4, 2021
B09 - 140P1221R0001 - Amendment 0003 - Questions and Answers_0003.pdf	PDF	Jan 4, 2021
B09 - 140P1221R0001 - Amendment 0003 - Construction Photos_0003.pdf	PDF	Jan 4, 2021
B11 - 140P1221R0001 - Site Visit Record of Attendance_0001.pdf	PDF	Dec 29, 2020
Sol_140P1221R0001_Amd_0001.pdf	PDF	Dec 29, 2020
A06 - 40492699 - Revised Specs - ROMO 250001 HQE HQW Fuel Tanks.pdf	PDF	Dec 3, 2020
B03 - 40492699 - Wage Determination - CO20200002.pdf	PDF	Dec 3, 2020
B03 - 40492699 - Wage Determination - CO20200003.pdf	PDF	Dec 3, 2020
Sol_140P1221R0001.pdf	PDF	Dec 3, 2020

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Sheet Number

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COUNTY

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GRAND

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COUNTY

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BOULDER

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GRANBY

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GRANBY

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LAKE

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LAKE

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MOUNTAIN

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SHADOW

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FOREST

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LAKE

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GRAND

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DIVIDE

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CONTINENTAL

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NATIONAL

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ARAPAHO

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LARIMER

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GRAND COUNTY

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GRAND

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LARIMER

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CONTINENTAL

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DIVIDE

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BOULDER

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LYONS AND

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LONGS

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PEAK

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BOULDER COUNTY

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LARIMER COUNTY

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FOREST

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BOULDER

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LYONS AND

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GULCH

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DEVILS

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NATIONAL

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ROOSEVELT

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PARK

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ROAD

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LOVELAND

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COLORADO

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WYOMING

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SPRINGS

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STEAMBOAT

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LEADVILLE

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VAIL

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SPRINGS

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COLORADO

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SPRINGS

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IDAHO

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DENVER

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GREELEY

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PARK

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NATIONAL

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MOUNTAIN

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ROCKY

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LYONS

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BOULDER

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PARK

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ESTES

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LONGMONT

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LOVELAND

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COLLINS

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FORT

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CHEYENNE

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COLORADO

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WYOMING

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RANCH

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LAKE IRENE

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TIMBER LAKE

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COLORADO RIVER

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TIMBER CREEK

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NEVER SUMMER

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TRAILHEAD

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ONAHU CREEK

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BOWEN/BAKER

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GRAND LAKE

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KAWUNEECHE

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WILD BASIN

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LILY LAKE

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LONGS PEAK

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BEAR LAKE

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SPRAGUE LAKE

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CUB LAKE TRAILHEAD

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PARK HEADQUARTERS

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STABLES

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MORAINE PARK

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MUSEUM

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MORAINE PARK

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HOLLOWELL PARK

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GLACIER BASIN

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MORAINE PARK

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MEADOWS

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UPPER BEAVER

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MORAINE PARK

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BEAVER MEADOWS

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VISITOR CENTER

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LIVERY

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MUSEUM

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RESTROOMS

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CAMPGROUND

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PICNIC AREA

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RANGER STATION

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ENTRANCE STATION

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HIDDEN VALLEY

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RAINBOW CURVE

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TUNDRA

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ALPINE

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ASPENGLEN

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ENDOVALLEY

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LAWN LAKE

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FALL RIVER

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FACILITY LOCATION

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FACILITY LEGEND

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ALVA B. ADAMS TUNNEL

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CREEK OR RIVER

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TRAIL

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LEGEND

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UNPAVED ROAD

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COUNTY LINE

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PAVED ROAD

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WILDERNESS AREA

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PARK BOUNDARY

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STATE LINE

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SCALE OF MILES

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SCALE OF KILOMETERS

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SCALE OF MILES

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ROCKY MOUNTAIN NATIONAL PARK

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BASIC DATA:

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STATE

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NATIONAL PARK SERVICE

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ROCKY MOUNTAIN NATIONAL PARK

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REGION

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COUNTY

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DEPARTMENT OF THE INTERIOR

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UNITED STATES

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LOCATION WITHIN PARK

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NAME OF PARK

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TITLE OF DRAWING

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GRAND/LARIMER

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COLORADO

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PKG.

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NO.

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SHEET

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DRAWING NO.

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ROCKY MOUNTAIN NATIONAL PARK

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INTERMOUNTAIN

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NORTHERN

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COLORADO

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EAST SITE

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WEST SITE

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REPLACE EAST AND WEST HEADQUARTERS UNDERGROUND FUEL STORAGE TANKS

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EAST AND WEST HEADQUARTERS AREAS

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CONSTRUCTION DRAWINGS

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DRAWING INDEX

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COVER SHEET

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LEGENDS & ABBREVIATIONS

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EXISTING CONDITIONS WEST SITE

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EXISTING CONDITIONS EAST SITE

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TESC & DEMOLITION PLAN WEST SITE

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TESC & DEMOLITION PLAN EAST SITE

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FUEL TANK INSTALLMENT WEST SITE

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FUEL TANK INSTALLMENT EAST SITE

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POINT LOCATION TABLE WEST SITE

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POINT LOCATION TABLE EAST SITE

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WEST FUELING TANK DETAIL

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EAST FUELING TANK DETAIL

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DETAILS

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WEST FUELING STATION TANK FOUNDATION LAYOUT

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WEST FUELING STATION TANK FOUNDATION DETAILS

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EAST FUELING STATION TANK FOUNDATION LAYOUT

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EAST FUELING STATION TANK FOUNDATION DETAILS

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EAST SITE DETAILS

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TYPICAL DETAILS

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ELECTRICAL COVER SHEET

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ELECTRICAL DETAILS

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ED1.0

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ELECTRICAL WEST SITE DEMO PLAN

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ED2.0

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ELECTRICAL EAST SITE DEMO PLAN

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ELECTRICAL WEST SITE PLAN

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ELECTRICAL EAST SITE PLAN

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ELECTRICAL ONE-LINE DIAGRAMS

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ELECTRICAL DETAILS

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A/E FIRM - ANDERSON HALLAS ARCHITECTSANDERSON HALLAS ARCHITECTS

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CIVIL/STRUCTURAL: OTAK, INC. REDMOND, WA

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ELECTRICAL ENG:

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AE DESIGN DENVER, CO

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SURVEY: FLATIRONS, INC. BOULDER, CO

AutoCAD SHX Text USGS TOPO MAP 1987; WILDERNESS PLAN 121/20,015E 5/91; PARK MINI FOLDER 1994; REDRAWN 2/95. UPDATED 11/98. SGS.

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APPROVED:

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RECOMMENDED:

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AutoCAD SHX Text /s/Marina Connors

AutoCAD SHX Text 5/15/20

AutoCAD SHX Text /s/Steve Schrempp

AutoCAD SHX Text 5/18/20

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ENVIRONMENTAL: LANDMARK ENVIRONMENTAL, INC. LOVELAND, CO

5/29/2

57494PROFESSIONA L ENGINEE

RADO LICENSED

KEV

I N C KRAXBERGER

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DATE:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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AutoCAD SHX Text 5/29/2020

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ROCKY MOUNTAIN NATIONAL PARK

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DESIGNED:

AutoCAD SHX Text ABA = ARCHITECTURAL BARRIERS ACT = ARCHITECTURAL BARRIERS ACT ARCHITECTURAL BARRIERS ACT ABAAS = ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARD = ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARD ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARD AC = ASPHALT CONCRETE = ASPHALT CONCRETE ASPHALT CONCRETE ADA = AMERICANS WITH DISABILITIES ACT = AMERICANS WITH DISABILITIES ACT AMERICANS WITH DISABILITIES ACT AP = ANGLE POINT = ANGLE POINT ANGLE POINT BS = BASE OF SLAB = BASE OF SLAB BASE OF SLAB BTM = BOTTOM = BOTTOM BOTTOM BVCS = BEGIN VERTICAL CURVE STATION = BEGIN VERTICAL CURVE STATION BEGIN VERTICAL CURVE STATION BVCE = BEGIN VERTICAL CURVE ELEVATION = BEGIN VERTICAL CURVE ELEVATION BEGIN VERTICAL CURVE ELEVATION CDOT = COLORADO DEPARTMENT OF TRANSPORTATION = COLORADO DEPARTMENT OF TRANSPORTATION COLORADO DEPARTMENT OF TRANSPORTATION CIP = CAST-IN-PLACE = CAST-IN-PLACE CAST-IN-PLACE CMP = CORRUGATED METAL PIPE = CORRUGATED METAL PIPE CORRUGATED METAL PIPE CO = CONTRACTING OFFICER = CONTRACTING OFFICER CONTRACTING OFFICER CONC = CONCRETE = CONCRETE CONCRETE CP = CONTROL POINT = CONTROL POINT CONTROL POINT DEC = DECIDUOUS = DECIDUOUS DECIDUOUS DI = DUCTILE IRON = DUCTILE IRON DUCTILE IRON DIA = DIAMETER = DIAMETER DIAMETER EOP = EDGE OF PAVEMENT = EDGE OF PAVEMENT EDGE OF PAVEMENT EVCS = END VERTICAL CURVE STATION = END VERTICAL CURVE STATION END VERTICAL CURVE STATION EVCE = END VERTICAL CURVE ELEVATION = END VERTICAL CURVE ELEVATION END VERTICAL CURVE ELEVATION ELEV = ELEVATION = ELEVATION ELEVATION EXIST = EXISTING = EXISTING EXISTING FF = FINISHED FLOOR ELEVATION = FINISHED FLOOR ELEVATION FINISHED FLOOR ELEVATION FG = FINISHED GRADE = FINISHED GRADE FINISHED GRADE FL = FLOW LINE = FLOW LINE FLOW LINE FOC = FACE OF CURB = FACE OF CURB FACE OF CURB GB = GRADE BREAK = GRADE BREAK GRADE BREAK HMA = HOT MIX ASPHALT = HOT MIX ASPHALT HOT MIX ASPHALT HORIZ = HORIZONTAL = HORIZONTAL HORIZONTAL IE = INVERT ELEVATION = INVERT ELEVATION INVERT ELEVATION ISA = INTERNATIONAL SYMBOL OF ACCESSIBILITY = INTERNATIONAL SYMBOL OF ACCESSIBILITY INTERNATIONAL SYMBOL OF ACCESSIBILITY LF = LINEAL FEET = LINEAL FEET LINEAL FEET LVC = LENGTH OF VERTICAL CURVE = LENGTH OF VERTICAL CURVE LENGTH OF VERTICAL CURVE NTS = NOT TO SCALE = NOT TO SCALE NOT TO SCALE OC = ON CENTER = ON CENTER ON CENTER OHWM = ORDINARY HIGH WATER MARK = ORDINARY HIGH WATER MARK ORDINARY HIGH WATER MARK PC = POINT OF CURVATURE = POINT OF CURVATURE POINT OF CURVATURE PL = PARKING LOT = PARKING LOT PARKING LOT PT = POINT OF TANGENCY = POINT OF TANGENCY POINT OF TANGENCY PT = POINT = POINT POINT PVI = POINT OF VERTICAL INTERSECTION = POINT OF VERTICAL INTERSECTION POINT OF VERTICAL INTERSECTION R = RADIUS = RADIUS RADIUS RP = RADIUS POINT = RADIUS POINT RADIUS POINT REBAR = STEEL REINFORCING ROD = STEEL REINFORCING ROD STEEL REINFORCING ROD S = SLOPE = SLOPE SLOPE SD = STORM DRAIN = STORM DRAIN STORM DRAIN STA = STATION = STATION STATION STD = STANDARD = STANDARD STANDARD TBC = TOP BACK OF CURB = TOP BACK OF CURB TOP BACK OF CURB TESC = TEMPORARY EROSION & SEDIMENT CONTROL = TEMPORARY EROSION & SEDIMENT CONTROL TEMPORARY EROSION & SEDIMENT CONTROL T.O.C. = TOP OF CONCRETE = TOP OF CONCRETE TOP OF CONCRETE TBD = TO BE DETERMINED = TO BE DETERMINED TO BE DETERMINED TS = TOP OF SLAB = TOP OF SLAB TOP OF SLAB TYP = TYPICAL = TYPICAL TYPICAL VERT = VERTICAL = VERTICAL VERTICAL

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ABBREVIATIONS

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LEGEND EXISTING PROPOSEDPROPOSED

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SET CONTROL POINT

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CONCRETE

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EDGE OF ASPHALT

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GRAVEL

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FENCE

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SIGN

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BOLLARD

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CONIFEROUS TREE (TRUNK DIAMETER/DRIPLINE)

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DECIDUOUS TREE (TRUNK DIAMETER/DRIPLINE)

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WATER LINE

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WATER MANHOLE

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WATER VALVE

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FIRE HYDRANT

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IRRIGATION VALVE

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IRRIGATION LINE

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SANITARY SEWER LINE

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SANITARY SEWER MANHOLE

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CLEANOUT

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SWALE

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STORM DRAINAGE LINE

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STORM DRAINAGE MANHOLE

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ELECTRICAL LINE

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ELECTRICAL MANHOLE

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ELECTRICAL TRANSFORMER

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ELECTRICAL METER

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ELECTRICAL RISER

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ELECTRICAL PANEL

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ELECTRICAL JUNCTION BOX

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ELECTRIC VAULT

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OVERHEAD UTILITY LINE

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UTILITY POLE

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GUY WIRE

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TELEPHONE LINE

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TELEPHONE MANHOLE

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TELEPHONE RISER

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GAS LINE

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GAS VALVE

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GAS METER

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FIBEROPTIC LINES

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IRR

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OVU

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XX"/XX'

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XX"/XX'

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TREE MARKED WITH BLUE DOT

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CREEK OR RIVER

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TRAIL

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UNPAVED ROAD

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COUNTY LINE

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PAVED ROAD

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WILDERNESS AREA

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PARK BOUNDARY

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IRV

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ASPHALT

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BOLLARD

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PAVEMENT REMOVAL

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WATTLE

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LEGENDS & ABBREVIATIONS

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SANDBAG

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APPROXIMATE LIMITS OF WORK

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COMMUNICATION LINES

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COM

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1-FOOT CONTOUR

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5-FOOT CONTOUR

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FENCE REMOVAL

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TANK REMOVAL

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WETLAND LIMITS

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SAWCUT

57494PROFESSIONA L ENGINEE

RADO LICENSED

KEV

I N C KRAXBERGER

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VENT 2" DIA STEEL PIPE 8' OUT OF GND

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SANITARY MANHOLE RIM ELEV: 8727.15'

AutoCAD SHX Text F.F.E: 8727.94'

AutoCAD SHX Text F.F.E: 8728.05'

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INV:8722.97' 8" CMP *ABANDONED

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RADIO ANTENNA

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INV IN:8712.17' (NE) 8" PVC

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INV OUT:8712.14' (SW) 8" PVC

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SANITARY MANHOLE RIM ELEV: 8718.97'

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INV IN:8718.88' (NE) 8" PVC

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INV IN:8718.86' (SW) 8" PVC

AutoCAD SHX Text 6"/6'

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ONSITE BENCHMARK SET #5 REBAR WITH 1 1/2" ALUMINUM CAP "CP 2" ELEV: 8726.76'

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WOOD RETAINING WALLS

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WETLANDS LIMITS AS MARKED BY FLAGS SET BY OTHERS

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CONC. PAN

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BOULDERS

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TRASH COMPACTOR

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STRIPING

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EXISTING ELECTRICAL PEDESTAL

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BUILDING 473

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10,000 GAL UNLEADED GAS TANK

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10,000 GAL DIESEL TANK

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2 UNLEADED GAS DISPENSER

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1 DIESEL DISPENSER

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DATE:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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AutoCAD SHX Text 5/29/2020

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ROCKY MOUNTAIN NATIONAL PARK

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DESIGNED:

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IN FEET

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SCALE

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EXISTING CONDITIONS WEST SITE

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RECORD UTILITY MAPS IN

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CONJUNCTION WITH VISIBLE

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EVIDENCE GATHERED DURING THE

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TIME THE FIELD SURVEY WAS

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PERFORMED. THEREFORE, ALL

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UNDERGROUND UTILITY LOCATIONS

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SHOULD BE FIELD VERIFIED PRIOR

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TO CONSTRUCTION.

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THIS DRAWING ONLY REFLECTS AND

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VERIFIES THE FIELD SURVEY

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DATA OF THOSE FEATURES AND

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CONDITIONS PRESENT AS OF

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UNDERGROUND UTILITY LOCATIONS

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SHOWN ARE BASED UPON VARIOUS

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OCTOBER 30, 2019.

AutoCAD SHX Text NATIONAL PARK SERVICE, ROCKY MOUNTAIN NATIONAL PARK, HEADQUARTERS WEST, FUEL TANKS LOCATED IN SECTION 31, TOWNSHIP 4 NORTH, RANGE 75 WEST OF THE 6TH P.M. TOWN OF GRAND LAKE, COUNTY OF GRAND, STATE OF COLORADO

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HEADQUARTERS WEST, FUEL TANKS

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1. THIS EXHIBIT WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE COMMITMENT AND THIS EXHIBIT WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE COMMITMENT AND DOES NOT CONSTITUTE A TITLE SEARCH BY FLATIRONS, INC. TO DETERMINE TITLE OR EASEMENTS OF RECORD. THIS EXHIBIT DOES NOT PURPORT TO REFLECT ANY OF THE FOLLOWING WHICH MAY BE APPLICABLE TO THE SUBJECT REAL ESTATE: EASEMENTS, OTHER THAN POSSIBLE EASEMENTS THAT WERE VISIBLE AT THE TIME OF MAKING THIS EXHIBIT; BUILDING SETBACK LINES; RESTRICTIVE COVENANTS; SUBDIVISION RESTRICTIONS; ZONING OR OTHER LAND-USE REGULATIONS; AND ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. 2. ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ACCORDING TO COLORADO LAW, YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS EXHIBIT WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS EXHIBIT BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. 3. THIS EXHIBIT WAS PREPARED FOR THE EXCLUSIVE USE OF NPS, NAMED IN THE STATEMENT THIS EXHIBIT WAS PREPARED FOR THE EXCLUSIVE USE OF NPS, NAMED IN THE STATEMENT HEREON. SAID STATEMENT DOES NOT EXTEND TO ANY UNNAMED PERSON WITHOUT AN EXPRESS STATEMENT BY THE SURVEYOR NAMING SAID PERSON. 4. THIS EXHIBIT IS VALID ONLY IF PRINT HAS SEAL AND SIGNATURE OF SURVEYOR. THIS EXHIBIT IS VALID ONLY IF PRINT HAS SEAL AND SIGNATURE OF SURVEYOR. 5. SOURCE INFORMATION FROM PLANS AND MARKINGS HAVE BEEN COMBINED WITH OBSERVED SOURCE INFORMATION FROM PLANS AND MARKINGS HAVE BEEN COMBINED WITH OBSERVED EVIDENCE OF UTILITIES TO DEVELOP A VIEW OF THOSE UNDERGROUND UTILITIES. HOWEVER LACKING EXCAVATION, THE EXACT LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY, COMPLETELY AND RELIABLY DEPICTED. WHERE ADDITIONAL OR MORE DETAILED INFORMATION IS REQUIRED, THE CLIENT IS ADVISED THAT EXCAVATION MAY BE NECESSARY. NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF THIS EXHIBIT TO LOCATE BURIED UTILITIES AND STRUCTURES. ALL UNDERGROUND UTILITIES MUST BE FIELD LOCATED BY THE APPROPRIATE AGENCY OR UTILITY COMPANY PRIOR TO ANY EXCAVATION, PURSUANT TO C.R.S. SEC. 9-1.5-103. 6. THE DISTANCE MEASUREMENTS SHOWN HEREON ARE U.S. SURVEY FOOT. THE DISTANCE MEASUREMENTS SHOWN HEREON ARE U.S. SURVEY FOOT. 7. THE CONTOURS REPRESENTED HEREON WERE INTERPOLATED BY AUTOCAD CIVIL 3D (DIGITAL THE CONTOURS REPRESENTED HEREON WERE INTERPOLATED BY AUTOCAD CIVIL 3D (DIGITAL TERRAIN MODELING) SOFTWARE BETWEEN ACTUAL MEASURED SPOT ELEVATIONS. DEPENDING ON THE DISTANCE FROM A MEASURED SPOT ELEVATION AND LOCAL VARIATIONS IN TOPOGRAPHY, THE CONTOUR SHOWN MAY NOT BE AN EXACT REPRESENTATION OF THE SITE TOPOGRAPHY. THE PURPOSE OF THIS TOPOGRAPHIC MAP IS FOR SITE EVALUATION AND TO SHOW SURFACE DRAINAGE FEATURES. ADDITIONAL TOPOGRAPHIC OBSERVATIONS MAY BE NECESSARY IN SPECIFIC AREAS OF DESIGN. TOPOGRAPHY SHOWN HEREON COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS. 8. BENCHMARK INFORMATION: A GPS DERIVED ELEVATION WAS ESTABLISHED AT AN ONSITE BENCHMARK INFORMATION: A GPS DERIVED ELEVATION WAS ESTABLISHED AT AN ONSITE BENCHMARK ON THE NORTH SIDE OF THE SITE, BEING A SET #5 REBAR WITH A 1 1/2' ALUMINUM CAP STAMPED "CP 2" WITH AN ELEVATION OF 8726.76 FEET. A CHECK SHOT, 0.1'±, WAS TAKEN ON NGS POINT T 36, BEING A SURVEY DISK LOCATED 875 FEET FROM SITE, WITH A PUBLISHED ELEVATION OF 8692.12 FEET (NAVD88). NO DIFFERENTIAL LEVELING WAS PERFORMED TO ESTABLISH THIS ELEVATION. 9. HORIZONTAL DATUM: COORDINATE VALUES AND DISTANCES SHOWN HEREON ARE STATE HORIZONTAL DATUM: COORDINATE VALUES AND DISTANCES SHOWN HEREON ARE STATE PLANE, US STATE PLANE COORDINATE SYSTEM, COLORADO NORTH ZONE 0501, NORTH AMERICAN DATUM 1983 [NAD83(2011)]. 10. DATES OF FIELDWORK: OCTOBER 9, 2019 (CREW CHIEF J. HANNAHOE) DATES OF FIELDWORK: OCTOBER 9, 2019 (CREW CHIEF J. HANNAHOE) 11. BOUNDARY DETERMINATION IS NOT A PART OF THIS EXHIBIT. THIS IS NOT A "LAND BOUNDARY DETERMINATION IS NOT A PART OF THIS EXHIBIT. THIS IS NOT A "LAND SURVEY PLAT" OR "IMPROVEMENT SURVEY PLAT" AND THIS EXHIBIT IS NOT INTENDED FOR PURPOSES OF TRANSFER OF TITLE OR SUBDIVISIONS OF LAND AND THAT IT IS NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF A FENCE, BUILDING OR OTHER FUTURE IMPROVEMENT LINES. PARCEL LINES SHOWN HEREON ARE FOR INFORMATIONAL PURPOSES ONLY AND ARE DRAWN FROM RECORD INFORMATION AVAILABLE DURING THE PREPARATION OF THIS EXHIBIT. AN IMPROVEMENT SURVEY PLAT IS RECOMMENDED TO DEPICT MORE PRECISELY THE LOCATIONS OF THE IMPROVEMENTS SHOWN HEREON.

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MONUMENTS

NAME: CP 2 DESCRIPTION: SET #5 REBAR WITH 1 1/2" ALUMINUM CAP "CP 2" NORTHING: 1339985.05 1339985.05 EASTING: 2905584.13 2905584.13 ELEV: 8726.76' 8726.76'

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GREENHOUSE

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GAS PUMPS

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COVERED AREA

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COVERED AREA

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SANITARY MANHOLE RIM ELEV: 7784.63'

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SANITARY MANHOLE RIM ELEV: 7781.60'

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SANITARY MANHOLE RIM ELEV: 7772.26'

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SANITARY MANHOLE RIM ELEV: 7766.00'

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INV OUT:7771.88' (SE) 15" CMP

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INV OUT:7776.71' (SE) 18" CMP

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SANITARY MANHOLE RIM ELEV: 7783.69'

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INV OUT:7779.30' (N) 18" CMP

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INV OUT:7778.82' (SW) 18" CMP

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INV IN:7786.05' (N) 15" CMP

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INV OUT:7788.10' (15) CMP"

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SANITARY MANHOLE RIM ELEV: 7790.15'

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INV IN/OUT:7785.17' (NE&S) 15" CMP

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SANITARY MANHOLE RIM ELEV: 7774.07'

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INV IN:7795.20' (W) 8" CLAY

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INV IN:7795.52' (N) 8" CLAY

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INV OUT:7795.07' (SE) 6" PVC

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SANITARY MANHOLE RIM ELEV: 7799.30'

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INV IN:7786.81' (NW) 8" PVC

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INV IN:7768.28' (N) 4" PVC

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INV IN:7776.81' (NW) 4" PVC

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INV OUT:7776.74' (S) 4" PVC

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INV IN:7781.48' (N) 4" PVC

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INV OUT:7781.48' (SE) 4" PVC

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INV OUT:7781.92' (SE) 18" CMP

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INV OUT:7785.75' (SW) 15" CMP

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INV OUT:7786.75' (S) 15" CMP

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AutoCAD SHX Text F.F.E: 7785.52'

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INV:7767.96' 24" CMP

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INV:7767.41' 24" CMP

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INV:7767.78' 12" PVC

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AutoCAD SHX Text F.F.E: 7776.46'

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18" CMP *BURIED TOP OF PIPE ELEV: 7775.65'

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B.O.B ELEV:7778.01' BOB

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AREA DRAIN RIM ELEV: 7780.73'

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AREA DRAIN RIM ELEV: 7790.29'

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8" CPP INV:7795.92'

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AREA DRAIN RIM ELEV: 7799.56'

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INV:7787.65' 15" CMP

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24" CMP TOP OF PIPE ELEV:7778.83'

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24" CMP TOP OF PIPE ELEV:7776.01'

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STORM GRATE RIM ELEV: 7774.51'

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STORM GRATE RIM ELEV: 7783.06'

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STORM GRATE RIM ELEV: 7783.07'

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STORM GRATE RIM ELEV: 7788.33'

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STORM GRATE RIM ELEV: 7788.29'

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18" CMP TOP OF PIPE ELEV:7779.63'

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15" CMP TOP OF PIPE ELEV:7785.10'

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STORM GRATE RIM ELEV: 7790.05'

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WASTE DRAIN-GREASE TRAP RIM ELEV: 7785.12'

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STORM GRATE RIM ELEV: 7784.64'

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BOTTOM OF BOX ELEV:7778.37'

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AREA DRAIN RIM ELEV: 7780.12'

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STORM GRATE RIM ELEV: 7782.98'

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DESTROYED PIPE TOP OF PIPE ELEV:7777.38'

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MARMOT DRIVE

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BLD 87

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SANITARY MANHOLE RIM ELEV: 7794.05'

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INV IN:7790.52' (SW) 8" PVC

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INV OUT:7790.17' (SE) 8" PVC

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INV IN:7790.50' (NW) 6" PVC

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PROPANE TANK

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WASH BAY

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BLD 83 OIL SHED

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CONCRETE RETAINING WALL

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ROCKY MOUNTAIN NATIONAL PARK

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DESIGNED:

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EXISTING CONDITIONS EAST SITE

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1. THIS EXHIBIT WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE COMMITMENT AND DOES NOT THIS EXHIBIT WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE COMMITMENT AND DOES NOT CONSTITUTE A TITLE SEARCH BY FLATIRONS, INC. TO DETERMINE TITLE OR EASEMENTS OF RECORD. THIS EXHIBIT DOES NOT PURPORT TO REFLECT ANY OF THE FOLLOWING WHICH MAY BE APPLICABLE TO THE SUBJECT REAL ESTATE: EASEMENTS, OTHER THAN POSSIBLE EASEMENTS THAT WERE VISIBLE AT THE TIME OF MAKING THIS EXHIBIT; BUILDING SETBACK LINES; RESTRICTIVE COVENANTS; SUBDIVISION RESTRICTIONS; ZONING OR OTHER LAND-USE REGULATIONS; AND ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. 2. YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS EXHIBIT WITHIN THREE YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS EXHIBIT WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS EXHIBIT BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. 3. THIS EXHIBIT WAS PREPARED FOR THE EXCLUSIVE USE OF NATIONAL PARK SERVICE, NAMED IN THE THIS EXHIBIT WAS PREPARED FOR THE EXCLUSIVE USE OF NATIONAL PARK SERVICE, NAMED IN THE STATEMENT HEREON. SAID STATEMENT DOES NOT EXTEND TO ANY UNNAMED PERSON WITHOUT AN EXPRESS STATEMENT BY THE SURVEYOR NAMING SAID PERSON. 4. THIS EXHIBIT IS VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF SURVEYOR. THIS EXHIBIT IS VALID ONLY IF PRINT HAS ORIGINAL SEAL AND SIGNATURE OF SURVEYOR. 5. THE LOCATIONS FOR UNDERGROUND UTILITIES ARE BASED UPON VISIBLE SURFACE EVIDENCE, UTILITY THE LOCATIONS FOR UNDERGROUND UTILITIES ARE BASED UPON VISIBLE SURFACE EVIDENCE, UTILITY LOCATES AND MAPS PROVIDED BY THE NATIONAL PARKS SERVICE. LOCATIONS OF UNDERGROUND UTILITIES AND/OR STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES AND/OR STRUCTURES MAY BE ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING THE PROCESS OF THIS EXHIBIT TO LOCATE BURIED UTILITIES AND/OR STRUCTURES. ALL UNDERGROUND UTILITIES SHOULD BE FIELD LOCATED BY THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY CONSTRUCTION OR EXCAVATION ON OR ADJACENT TO THE SUBJECT PROPERTY. 6. THE DISTANCE MEASUREMENTS SHOWN HEREON ARE U.S. SURVEY FOOT. THE DISTANCE MEASUREMENTS SHOWN HEREON ARE U.S. SURVEY FOOT. 7. THE CONTOURS REPRESENTED HEREON WERE INTERPOLATED BY AUTOCAD CIVIL 3D (DIGITAL TERRAIN THE CONTOURS REPRESENTED HEREON WERE INTERPOLATED BY AUTOCAD CIVIL 3D (DIGITAL TERRAIN MODELING) SOFTWARE BETWEEN ACTUAL MEASURED SPOT ELEVATIONS. DEPENDING ON THE DISTANCE FROM A MEASURED SPOT ELEVATION AND LOCAL VARIATIONS IN TOPOGRAPHY, THE CONTOUR SHOWN MAY NOT BE AN EXACT REPRESENTATION OF THE SITE TOPOGRAPHY. THE PURPOSE OF THIS TOPOGRAPHIC MAP IS FOR SITE EVALUATION AND TO SHOW SURFACE DRAINAGE FEATURES. ADDITIONAL TOPOGRAPHIC OBSERVATIONS MAY BE NECESSARY IN SPECIFIC AREAS OF DESIGN. TOPOGRAPHY SHOWN HEREON COMPLIES WITH NATIONAL MAP ACCURACY STANDARDS. 8. BENCHMARK INFORMATION: GPS DERIVED ELEVATIONS WERE ESTABLISHED ONSITE USING NGS OPUS BENCHMARK INFORMATION: GPS DERIVED ELEVATIONS WERE ESTABLISHED ONSITE USING NGS OPUS GPS DERIVED ELEVATIONS WERE ESTABLISHED ONSITE USING NGS OPUS SOLUTIONS AT MULTIPLE POINTS. THE POINTS WERE THEN CHECKED TO EACH OTHER TO VERIFY THE ELEVATIONS. AN ONSITE BENCHMARK WAS ESTABLISHED AT CP-226, BEING A 3 1/4" ALUMINUM CAP " ALUMINUM CAP "FLATIRONS SURVEYING, CP-15, ROMO, LS 16406" WITH AN ELEVATION OF 7830.87' FEET (NAVD88). NO DIFFERENTIAL LEVELING WAS PERFORMED TO ESTABLISH THIS ELEVATION. 9. HORIZONTAL DATUM: COORDINATE VALUES AND DISTANCES SHOWN HEREON ARE STATE PLANE, US STATE HORIZONTAL DATUM: COORDINATE VALUES AND DISTANCES SHOWN HEREON ARE STATE PLANE, US STATE PLANE COORDINATE SYSTEM, COLORADO NORTH ZONE 0501, NORTH AMERICAN DATUM 1983 [NAD83(2011)]. 10. DATES OF FIELDWORK: JULY 16, 2019 - SEPTEMBER 25, 2019 DATES OF FIELDWORK: JULY 16, 2019 - SEPTEMBER 25, 2019 11. BOUNDARY DETERMINATION IS NOT A PART OF THIS EXHIBIT. THIS IS NOT A "LAND SURVEY PLAT" OR BOUNDARY DETERMINATION IS NOT A PART OF THIS EXHIBIT. THIS IS NOT A "LAND SURVEY PLAT" OR "IMPROVEMENT SURVEY PLAT" AND THIS EXHIBIT IS NOT INTENDED FOR PURPOSES OF TRANSFER OF TITLE OR SUBDIVISIONS OF LAND.

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AutoCAD SHX Text PORTIONS OF THE PARK HEADQUARTERS, ROCKY MOUNTAIN NATIONAL PARK, LOCATED IN SECTION 27 AND SECTION 34, TOWNSHIP 5 NORTH, RANGE 73 WEST OF THE 6TH P.M., COUNTY OF LARIMER, STATE OF COLORADO

AutoCAD SHX Text UNDERGROUND UTILITY LOCATIONS SHOWN ARE BASED UPON VARIOUS RECORD UTILITY MAPS IN CONJUNCTION WITH VISIBLE EVIDENCE GATHERED DURING THE TIME THE FIELD SURVEY WAS PERFORMED. THEREFORE, ALL UNDERGROUND UTILITY LOCATIONS SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION.

AutoCAD SHX Text THIS DRAWING ONLY REFLECTS AND VERIFIES THE FIELD SURVEY DATA OF THOSE FEATURES AND CONDITIONS PRESENT AS OF SEPTEMBER 25, 2019.

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MONUMENTS (SEE NOTES 8 &9)

NAME: CP 226 DESCRIPTION: SET #6 REBAR WITH 3 1/4" ALUMINUM CAP STAMPED AS SHOWN HERON. NORTHING: 1375329.02 1375329.02 EASTING: 2982364.81 2982364.81 ELEV: 7830.87' 7830.87' LAT: 40 21'49.1842" N 40°21'49.1842" NLONG: 105 33'47.8288" W105°33'47.8288" W

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SAWCUT EXISTING PAVEMENT (TYP.)

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INSTALL WATTLES

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WETLAND LIMITS, TYP.

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FACILITY MANAGEMENT BUILDING 473

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EXISTING WOOD RETAINING WALLS TO REMAIN

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BOULDERS

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CONC. PAN TO REMAIN

AutoCAD SHX Text REMOVE EXISTING UNLEADED 10,000 GALLON GAS TANK. TANK REMOVAL TO FOLLOW REGULATORY REQUIREMENTS PER SPEC SECTION 02 65 00

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MAINTAIN EXISTING ELECTRIC PEDESTAL

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REMOVE EXISTING UNLEADED GAS DISPENSER AND FUEL LINES

AutoCAD SHX Text REMOVE FUEL MONITORING CONTROL PANEL (VEEDER-ROOT), EMERGENCY SHUTOFF, EXTERIOR WIRELESS RECEIVERS, WIRE CONDUIT IN BUILDING, AND FUEL CONTROL SYSTEM (FUEL FORCE) WALL MOUNTED SITE CONTROL TERMINAL IN OFFICE. DISCONNECT AT PHONE JUNCTION BOX. SEE SHEET ED1.0

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REMOVE 4 BOLLARDS AROUND ISLAND

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REMOVE 4 BOLLARDS AROUND ISLAND

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ABANDON EXISTING ELECTRICAL LINE

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REMOVE FUEL FORCE MOUNTED SITE CONTROL TERMINAL IN PEDESTAL AT FUEL ISLAND

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REMOVE FUEL FORCE MOUNTED SITE CONTROL TERMINAL IN PEDESTAL AT FUEL ISLAND

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AutoCAD SHX Text TESC/DEMOLITION NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXISTING DRAINAGE THROUGH THE SITE DURING CONSTRUCTION. 2. PROTECT EXISTING UTILITIES, SIGNAGE, AND FEATURES IN PROTECT EXISTING UTILITIES, SIGNAGE, AND FEATURES IN PLACE NOT CALLED OUT FOR REMOVAL OR RELOCATION. 3. TESC MEASURES SHOWN ARE APPROXIMATE AND SHALL TESC MEASURES SHOWN ARE APPROXIMATE AND SHALL BE FIELD LOCATED AND APPROVED TO ACCOMMODATE SITE CONDITIONS AND WORK SCHEDULE. 4. CONTRACTOR SHALL PROVIDE EROSION CONTROL CONTRACTOR SHALL PROVIDE EROSION CONTROL MAINTENANCE DURING CONSTRUCTION AND SHALL SHALL REMOVE EROSION CONTROL MEASURES AFTER CONSTRUCTION. 5. CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATION CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATION OF UNDERGROUND UTILITIES. 6. CAP ALL ABANDONED LINES. CAP ALL ABANDONED LINES. 7. IN COLORADO, UNDERGROUND STORAGE TANKS OWNED IN COLORADO, UNDERGROUND STORAGE TANKS OWNED AND OPERATED BY THE FEDERAL GOVERNMENT ARE REGULATED BY THE STATE OF COLOARADO DEPARTMENT OF LABOR AND REMOVAL SHALL BE IN ACCORDANCE WITH STATE REGULATIONS.

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TESC & DEMOLITION PLAN WEST SITE

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AutoCAD SHX Text PHASING NOTE: 1. EXISTING FUEL SYSTEM SHALL REMAIN EXISTING FUEL SYSTEM SHALL REMAIN OPERATIONAL UNTIL NEW FUEL SYSTEM IS IN SERVICE. AFTER THE NEW FUEL SYSTEM IS IN SERVICE, TANK REMOVAL CAN BE PERFORMED.

APPROXIMATE REMOVAL QUANTITIES: ASPHALT CONCRETE 5910 SF CEMENT CONCRETE 1500 SF

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BUILDING 79

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BUILDING 75

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PROPANE DISPENSER, PIPING AND APPURTENANCE TO BE REMOVED AND DISPOSED

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BUILDING 80

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BUILDING 83 OIL SHED

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CAP PROPANE LINE

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CAP LINES

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EXISTING TANK PUMP TO BE REMOVED AND DISPOSED.

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EXISTING UNLEADED GAS DISPENSERS TO BE REMOVED AND DISPOSED.

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EXISTING MONITOR PORT TO BE REMOVED AND DISPOSED.

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EXISTING DIESEL DISPENSER TO BE REMOVED AND DISPOSED.

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EXISTING TANK PUMP TO BE REMOVED AND DISPOSED OF.

AutoCAD SHX Text EXISTING 6,000 GAL DIESEL TANK TO BE REMOVED AND DISPOSED. TANK REMOVAL TO FOLLOW REGULATORY REQUIREMENTS PER SPEC SECTION 02 65 00.

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ACCESS TO OIL SHED MUST BE MAINTAINED.

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ACCESS TO WASH BAY MUST BE MAINTAINED.

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WASH BAY

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PROTECT EXISTING TELEPHONE LINE

AutoCAD SHX Text EXISTING 10,000 GAL UNLEADED GAS TANK TO BE REMOVED AND DISPOSED. TANK REMOVAL TO FOLLOW REGULATORY REQUIREMENTS PER SPEC SECTION 02 65 00.

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ABANDON EXISTING ELECTRICAL AND COMMUNICATIONS LINE SEE SHEET ED2.0

AutoCAD SHX Text REMOVE EXISTING DISCONNECTS, JUNCTION BOXES AND ASSOCIATED CONTROLS. SEE SHEET ED2.0.

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REMOVE FUEL FORCE ISLAND MOUNTED SITE CONTROL TERMINAL IN PEDESTAL ON ISLAND.

AutoCAD SHX Text REMOVE FUEL MONITORING CONTROL PANEL (VEEDER-ROOT) INSIDE BUILDING 79. SEE SHEET ED2.0

AutoCAD SHX Text REMOVE AND DISPOSE ABOVE GROUND ELECTRIC CONDUIT AND ABANDON AND CAP BELOW GROUND CONDUIT, REMOVE AND DISPOSE OF CONDUCTORS

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ACCESS TO GARAGE BAYS AND DOORWAYS MUST BE MAINTAINED

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SAWCUT LINE FOR TANK FOUNDATION INSTALLATION

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STRUCTURAL BACKFILL AT REMOVED TANK

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BLD 138

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AutoCAD SHX Text EXISTING 1,000 GAL PROPANE TANK AND APPURTENANCES (INCLUDING BUT NOT LIMITED TO PUMP, SOLENOID VALVE, AND ABOVE GROUND PIPING) TO BE REMOVED AND DISPOSED

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EXISTING FENCE TO BE REMOVED AND DISPOSED

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CAP AND ABANDON EXISTING PROPANE LINE

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CAP AND ABANDON EXISTING PROPANE LINE

AutoCAD SHX Text REMOVE EXISTING MOTOR CONTROL PANEL, RELAY SWITCH, AND ASSOCATED CONDUITS. SEE SHEET ED2.0

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REMOVE ABOVE GROUND ELECTRIC CONDUIT AND ABANDON BELOW GROUND CONDUIT

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CP227

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CP FND 2

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CP FND 2

AutoCAD SHX Text 15091818

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DATE:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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AutoCAD SHX Text 5/29/2020

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ROCKY MOUNTAIN NATIONAL PARK

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DESIGNED:

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IN FEET

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SCALE

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AutoCAD SHX Text TESC/DEMOLITION NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXISTING DRAINAGE THROUGH THE SITE DURING CONSTRUCTION. 2. PROTECT EXISTING UTILITIES, SIGNAGE, AND FEATURES PROTECT EXISTING UTILITIES, SIGNAGE, AND FEATURES IN PLACE NOT CALLED OUT FOR REMOVAL OR RELOCATION. 3. TESC MEASURES SHOWN ARE APPROXIMATE AND TESC MEASURES SHOWN ARE APPROXIMATE AND SHALL BE FIELD LOCATED AND APPROVED TO ACCOMMODATE SITE CONDITIONS AND WORK SCHEDULE. 4. CONTRACTOR SHALL PROVIDE EROSION CONTROL CONTRACTOR SHALL PROVIDE EROSION CONTROL MAINTENANCE DURING CONSTRUCTION AND SHALL REMOVE EROSION CONTROL MEASURES AFTER CONSTRUCTION. 5. CONTRACTOR IS RESPONSIBLE FOR VERIFYING CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATION OF UNDERGROUND UTILITIES. 6. CAP ALL ABANDONED LINES. CAP ALL ABANDONED LINES. 7. TWO-WAY TRAFFIC TO BE MAINTAINED AT ALL TIMES TWO-WAY TRAFFIC TO BE MAINTAINED AT ALL TIMES TO THE SOUTH OF NEW TANK "INSTALLATION". 8. IN COLORADO, UNDERGROUND STORAGE TANKS IN COLORADO, UNDERGROUND STORAGE TANKS OWNED AND OPERATED BY THE FEDERAL GOVERNMENT ARE REGULATED BY THE STATE OF COLOARADO DEPARTMENT OF LABOR AND REMOVAL SHALL BE IN ACCORDANCE WITH STATE REGULATIONS.

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TESC & DEMOLITION PLAN EAST SITE

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KEY PLAN

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PLAN A

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PLAN B

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PLAN A

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PLAN B

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BLD 73

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BLD 75

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BLD 79

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BLD 81

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BLD 24

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BLD 138

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BLD 102

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BLD 74

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BLD 821

AutoCAD SHX Text PHASING NOTES: 1. EXISTING FUEL SYSTEM SHALL EXISTING FUEL SYSTEM SHALL REMAIN OPERATIONAL UNTIL NEW FUEL SYSTEM IS IN SERVICE. AFTER THE NEW FUEL SYSTEM IS IN SERVICE, TANK REMOVAL CAN BE PERFORMED. 2. INSTALL SANDBAGS AS NEEDED TO INSTALL SANDBAGS AS NEEDED TO PREVENT SURFACE WATER FROM ENTERING EXCAVATED AREA. 3. CONTRACTOR SHALL LEAVE AT CONTRACTOR SHALL LEAVE AT LEAST ONE ROUTE PAST CONSTRUCTION AREA OPEN. EITHER BETWEEN BUILDING 75 AND OIL SHED AND BUILDING 79 AND EXIST. FUEL ISLAND OR BETWEEN BUILDING 80 AND WASH BAY. COORDINATE WITH PARK.

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BLD 80

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BLD 83

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IN FEET

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SCALE

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APPROXIMATE REMOVAL QUANTITIES: ASPHALT CONCRETE 8590 SF CEMENT CONCRETE 2130 SF

57494PROFESSIONA L ENGINEE

RADO LICENSED

KEV

IN C KRAXBERGER

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FUELING TANK FOUNDATION, SEE SHEET S1S1

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APPROXIMATE LIMITS OF WORK

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DIESEL DISPENSER SEE SHEET C9C9

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UTILITY TRENCH, SEE SHEET E1.0, E1.0, , FOR PAVEMENT RESTORATION SEE SHEET C9

AutoCAD SHX Text TRENCH FOR CONTROL AND MONITORING SYSTEM CABLING. SEE SHEET E1.0, E1.0, , SEE SHEET C9 FOR PAVEMENT RESTORATIONC9 FOR PAVEMENT RESTORATION FOR PAVEMENT RESTORATION

AutoCAD SHX Text APPROXIMATE LOCATION OF FUEL MONITORING CONTROL PANEL WITHIN BUILDING SEE SHEET E1.0

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6,000 GAL UNLEADED GAS TANK

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6,000 GAL DIESEL TANK

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FACILITY MANAGEMENT BUILDING 473

AutoCAD SHX Text 126" OD x 20'-6" LONG 12,000 GALLON HORIZONTAL AST, SPLIT 6,000-GALLON DIESEL/ 6,000-GALLON UNLEADED GAS, SEE SHEET C7C7

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EXISTING BOULDERS (TYP.)

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WETLAND LIMITS

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ACCESSIBLE FUEL CONTROLLER, SEE SHEET E1.0 AND SHEET C9.

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UNLEADED GAS DISPENSER

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REMOTE FILL PORT, TANK MOUNTED, 2 TYP. SEE SHEET C7C7

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SPILL CONTAINMENT KIT

AutoCAD SHX Text EXISTING RV POWER PEDESTAL LOCATION AND LINE-VOLTAGE EPO DISCONNECT SEE SHEET E1.0E1.0

AutoCAD SHX Text BOLLARD, TYP. SEE SHEET C9 FOR DETAIL C9 FOR DETAIL FOR DETAIL SEE SHEET C5 FOR BOLLARD C5 FOR BOLLARD FOR BOLLARD LOCATIONS

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LOW-VOLTAGE EPO DISCONNECT, SEE SHEET E1.0

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TANK MOUNTED LADDER

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ASPHALT PAVEMENT/ CONCRETE INTERFACE, TYP. SEE DETAIL 7 ON SHEET C9

AutoCAD SHX Text INSTALL FIRE EXTINGUISHER STAND WITH FIRE EXTINGUISHER COMPLYING WITH IFC 906 AND A MINIMUM RATING OF 2-A:20-B:C

AutoCAD SHX Text 15091818

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DATE:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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ROCKY MOUNTAIN NATIONAL PARK

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DESIGNED:

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IN FEET

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SCALE

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FUEL TANK INSTALLMENT WEST SITE

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NOTE 1. SEE SHEET C5 FOR LAYOUT CONTROL SEE SHEET C5 FOR LAYOUT CONTROL POINTS AND ELEVATIONS. 2. IN COLORADO, ABOVEGROUND STORAGE IN COLORADO, ABOVEGROUND STORAGE TANKS OWNED AND OPERATED BY THE FEDERAL GOVERNMENT ARE TO BE CONSTRUCTED IN ACCORDANCE WITH IFC AND ARE NOT REGULATED BY THE STATE OF COLORADO DEPARTMENT OF LABOR.

57494PROFESSIONA L ENGINEE

RADO LICENSED

KEV

IN C KRAXBERGER

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BLD 80

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GAS PUMPS

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AutoCAD SHX Text F.F.E: 7792.11'

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AutoCAD SHX Text 126"ODx27'-9" LONG 16,000 GALLON HORIZONTAL FIREGUARD AST, SPLIT 6,000-GALLON DIESEL/ 10,000-GALLON UNLEADED GAS, SEE SHEET C8 C8

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APPROXIMATE LIMITS OF WORK

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UNLEADED GAS DISPENSER

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SEE SHEET E2.0 FOR EXTERIOR AND INTERIOR IMPROVEMENTS AT BUILDING 79

AutoCAD SHX Text TRENCH FOR CONTROL AND MONITORING SYSTEM CABLING, SEE SHEET E1.0. E1.0. . SEE SHEET C9 FOR PAVEMENT C9 FOR PAVEMENT FOR PAVEMENT RESTORATION

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ASPHALT PAVEMENT, SEE DETAIL 1 ON SHEET C9C9

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10,000 GAL UNLEADED GAS TANK

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6,000 GAL DIESEL TANK

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BUILDING 79

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BUILDING 75

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BLDG 83 OIL SHED

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ACCESSIBLE FUEL CONTROLLER, SEE SHEET E2.0 AND SHEET C9.

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APPROXIMATE LOCATION OF NEW REMOTE EPO DISCONNECT, SEE SHEET E2.0

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DIESEL DISPENSER SEE SHEET C9C9

AutoCAD SHX Text 4" WIDE WHITE PAINT LINE, RESTRIPE PARKING STALLS, 4 TYP., 10'x18'

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SPILL CONTAINMENT KIT

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LOW-VOLTAGE EPO DISCONNECT, SEE SHEET E2.0E2.0

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LINE-VOLTAGE EPO DISCONNECT, SEE SHEET E2.0E2.0

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REMOTE FILL PORT, TANK MOUNTED, 2 TYP.

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TANK MOUNTED LADDER

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ASPHALT PAVEMENT/ CONCRETE INTERFACE, TYP. SEE DETAIL 7 ON SHEET C9

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STRUCTURAL BACKFILL AT REMOVED TANK

AutoCAD SHX Text 15091818

Au…

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File details come from the government source that posted it. Updated Dec 3, 2020.