Attach 4_Construction Drawings.pdf

PDF 3 MB Posted

Attached to
Crystal Lakes Work Center Waterline Improvements
Solicitation number
1240LT25R0025
Issued by

About this file

These construction drawings detail the waterline improvements project for the Crystal Lakes Work Center located in the Pike-San Isabel National Forests & Cimarron and Comanche National Grasslands in Lake County, Colorado. The project involves installing a new 2-inch HDPE waterline, abandoning an existing well (Permit #117217), and making connections to existing buildings including a dwelling, bunkhouse, and shop. Key technical details include directional drilling under Highway 24, wall penetration for water system connections, installation of curb stop valves, and decommissioning of existing water infrastructure. The drawings provide comprehensive site layout, demolition plans, pipe profiles, and specific technical details for water system components, with survey control points and elevation data documented across multiple sheets. The project aims to improve water quality and provide a secondary water source for the work center's facilities.

View the file

Other files

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

DATENO.

REVISION / ISSUE

Xref .\X-USFS-BDR-DATA.dwg

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

O:\NFS\R02\Program\7100Engineering\CDI\MBRO\Bldgs\Saratoga\Bunkhouse\2018 Project_Phase2\Dwgs\CDILogo-BW.jpg

TITLE SHEET

L. WIGTON T1.0

PROJECT LOCATION

UNITED STATES DEPARTMENT OF AGRICULTURE

FOREST SERVICE

ROCKY MOUNTAIN REGION

CRYSTAL LAKES WORK CENTER

WATERLINE IMPROVEMENTS

PIKE-SAN ISABEL NATIONAL FORESTS & CINARRON AND

COMANCHE NATIONAL GRASSLANDS

LEADVILLE RANGER DISTRICT

LAKE COUNTY,

COLORADO

PROJECT LOCATION

I HAVE REVIEWED THE TECHNICAL ASPECTS OF THESE DRAWINGS:

PROJECT MANAGER DATE

FOREST ENGINEER DATE

RECOMMENDED BY:

ENGINEERING SPECIALIST DATE

THESE DRAWINGS COMPLY WITH THE FOREST PLAN AND

PROJECT SPECIFIC NEPA DOCUMENTATION:

FOREST SUPERVISOR DATE

APPROVED BY:

REGIONAL ENGINEER DATE

CRYSTAL LAKES

WORK CENTER

WATERLINE

IMPROVEMENTS

AutoCAD SHX Text 5/27/25 16:21 LWIGTON C:\USERS\LWIGTON\BOX\7400PUBLICHEALTH&POLLUTIONCONTROLFACILITIES\7420WATERSUPPLY\LDV_BLUE AND BROWN HOUSE\PROJECTS\WC WATER TREATMENT 2025\DIRECTIONAL DRILLING CONTRACT\CRYSTAL LAKES WC 16:21 LWIGTON C:\USERS\LWIGTON\BOX\7400PUBLICHEALTH&POLLUTIONCONTROLFACILITIES\7420WATERSUPPLY\LDV_BLUE AND BROWN HOUSE\PROJECTS\WC WATER TREATMENT 2025\DIRECTIONAL DRILLING CONTRACT\CRYSTAL LAKES WC 16:21 LWIGTON C:\USERS\LWIGTON\BOX\7400PUBLICHEALTH&POLLUTIONCONTROLFACILITIES\7420WATERSUPPLY\LDV_BLUE AND BROWN HOUSE\PROJECTS\WC WATER TREATMENT 2025\DIRECTIONAL DRILLING CONTRACT\CRYSTAL LAKES WC LWIGTON C:\USERS\LWIGTON\BOX\7400PUBLICHEALTH&POLLUTIONCONTROLFACILITIES\7420WATERSUPPLY\LDV_BLUE AND BROWN HOUSE\PROJECTS\WC WATER TREATMENT 2025\DIRECTIONAL DRILLING CONTRACT\CRYSTAL LAKES WC LWIGTON C:\USERS\LWIGTON\BOX\7400PUBLICHEALTH&POLLUTIONCONTROLFACILITIES\7420WATERSUPPLY\LDV_BLUE AND BROWN HOUSE\PROJECTS\WC WATER TREATMENT 2025\DIRECTIONAL DRILLING CONTRACT\CRYSTAL LAKES WC C:\USERS\LWIGTON\BOX\7400PUBLICHEALTH&POLLUTIONCONTROLFACILITIES\7420WATERSUPPLY\LDV_BLUE AND BROWN HOUSE\PROJECTS\WC WATER TREATMENT 2025\DIRECTIONAL DRILLING CONTRACT\CRYSTAL LAKES WC C:\USERS\LWIGTON\BOX\7400PUBLICHEALTH&POLLUTIONCONTROLFACILITIES\7420WATERSUPPLY\LDV_BLUE AND BROWN HOUSE\PROJECTS\WC WATER TREATMENT 2025\DIRECTIONAL DRILLING CONTRACT\CRYSTAL LAKES WC WATERLINE IMPROVEMENTS.DWG;;

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

OF

AutoCAD SHX Text

DESIGNER

AutoCAD SHX Text

STAMPS, LOGOS, AND SEALS

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text

DRAWING TITLE

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

ARCHIVE NO.

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text

DATE

AutoCAD SHX Text 10553, HWY 24, Leadville, CO, 80461 39°11'36.02"N, 106°20'12.23"W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

G

W

W

X X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X X

X X

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

T

T

T T

T

S

S

S

S

S

S

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

45 94

W

E

E

E

E

E S

S

S

W

W

W

W W

W W

W

E E

G

O E

O E

O E

O E

O E

O E

W

W

W

W

W

W

SHOPST

O

R

AG

E

BUNKHOUSE

DWELLING 1

DW

EL

LI

NG

S

GARAGE

GARAGE

PROPANE

CONCRETE PAD

ABANDONED 1972

OVERFLOW LINE

LEACH

FIELD

BOILER

SNOW

FENCE

SNOW

FENCE

WATER

VAULT

ELECTRIC

METER

BREAKER BOX

PANEL

ELECTRIC

TRANSFORMER

CORRAL

ABANDONED

LIVESTOCK

PENS

ABANDONED

IRRIGATION

DITCH

SURVEY CONTROL

POINT #

NORTHING

1496825.64

1496694.61

1496874.77

1496933.94

EASTING

2763635.01

2763537.47

2763500.04

2763755.56

ELEVATION

9460.41

9455.27

9454.71

9467.16

DESCRIPTION

CP1 SPIKE

CP2 SPIKE

CP3 SPIKE

CP4 SPIKE

CDOT CONTROL

POINT #

NORTHING

1496455.36

1496456.22

1496671.09

EASTING

2763413.84

2763293.93

2763157.64

ELEVATION

9448.64

9442.66

9433.50

DESCRIPTION

CDOT ROW MON

CDOT ROW MON

CDOT CONTROL MP182.2

CONCRETE

PAD

W W

S S

E E

G G

T T

OE OE

X X

WATER

SEWER

UNDERGROUND ELECTRIC

UNDERGROUND GAS

UNDERGOUND TELECOM

OVERHEAD ELECTRIC

OVERHEAD TELEPHONE

BARB WIRE FENCE

WOOD FENCE

CHAIN LINK FENCE

WELL

POWER POLE

GUY POLE

SEWER MANHOLE

WATER SPIGOT

LEGEND

WATER VALVE

WATER METER

ABANDONED

WATER TANK

15" CMP

ABANDONED

WATER TANK

WATER

MANHOLE

DOCK

LIVE SPRING

CLEAN OUT

GATE

S

LEACHFIELD

NOTE: THIS TOPOGRAPHIC SURVEY WAS CONDUCTED AT THE CRYSTAL LAKES WORK

CENTER IN SECTION 9, T. 10 S., R. 80 W., OF THE SIXTH PRINCIPAL MERIDIAN BY SCOTT

CRAIG, FOREST SURVEY CREW CHIEF, ON SEPTEMBER 24TH, 2024. DATA WAS

COLLECTED USING A TRIMBLE R12i RTK SURVEY GRADE GPS SYSTEM IN NAD '83, COLORADO STATE PLANE CENTRAL. THE SURVEY WAS REQUESTED BY PHIL KRIEBLE, FOREST ENGINEER, TO IDENTIFY A BORED WATERLINE CROSSING UNDER STATE

HIGHWAY 24 AND CREATE A PLAN AND PROFILE DRAWING FOR CDOT PERMITTING.

SOME OF THE UTILITIES WERE NOT LOCATED IN THE FIELD AND ARE DRAWN BASED ON

FIELD EVIDENCE AND THE 1972, 2001 AND 2006 CRYSTAL LAKES ENGINEERING PLAN

SETS. THERE IS A DISCREPANCY OF THE LEACH FIELD LOCATION SOUTHWEST OF

HOUSE #2 BETWEEN THE 1972 AND 2006 PLAN SETS. THE LEACH FIELD LOCATION WAS

DRAWN PER THE 1972 PLAN SET.

THE TERMINUS OF THE ABANDONED 2001 WATERLINE THAT CROSSES HIGHWAY 24 IS

UNKNOWN BUT COULD HAVE CONNECTED TO THE NEARBY WATER METER THAT WAS

INSTALLED IN 1972.

W W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

TELEPHONE

PEDESTAL

ABANDONED

1972 WATERINE

APPROXIMATE LOCATION

UNDERGROUND TEL COM

750 GAL

SEPTIC

TANK

RAILROAD TIE

LANDSCAPING

2,000 GAL

SEPTIC

TANK

ABANDONED

OVERFLOW

DRAIN LINE

ABANDONED

IRRIGATION DITCH

ABANDONED 2001

WATERLINE

ABANDONED 2001

WATERLINE

WETLAND

LEACH

FIELD

GATE

1250 GAL

SEPTIC

TANK

GATE

PROPANE

T T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

24" CMP

HIGHW

AY 24

W

W

W

W

APPROXIMATE LOCATION

OF ABANDONED 1972

WATERLINE

ABANDONED 1972

WATERLINE

2" PVC

RISER

UNDERGOUND

ELECTRIC CONDUIT

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/2 7/2

5 1 6:

L

W

IG

TO

N

C:

\U

SE

RS

\L W

IG

TO

N\

BO

X\

PU

BL

IC

HE

AL

TH

&P

OL

LU

TI

ON

CO

NT

RO

LF

AC

IL

IT

IE

S\

W

AT

ER

SU

PP

LY

\L

DV

_B

LU

E

AN

D

BR

OW

N

HO

US

E\

PR

OJ

EC

TS

\W C

W

AT

ER

T

RE

AT

ME

NT

\D

IR

EC

TI

ON

AL

D

RI

LL

IN

G

CO

NT

RA

CT

\C

RY

ST

AL

L

AK

ES

_T

OP

O2 .D

W G;

(R02)

ROCKY MOUNTAIN

CRYSTAL LAKES

WORK CENTER

WATERLINE

IMPROVEMENTS

PIKE-SAN ISABEL

NATIONAL FORESTS &

CINARRON AND

COMANCHE NATIONAL

GRASSLANDS

LEADVILLE DISTRICT

SITE LAYOUT

09/23/2024

P. KRIEBLE

S.CRAIG

P. KRIEBLE

001 001 Feet

0 100 200

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text

WV

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text S

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

E

W

W

W

W

W

W

W

W

W

W

W

W

W

G

W

W

X X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X X

X X

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

O E

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

OE

T

T

T T

T

S

S

S

S

S

S

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

45 94

W

E

E

E

E

E S

S

S

W

W

W

W W

W W

W

E E

G

O E

O E

O E

O E

O E

O E

W

W

W

W

W

W

SHOPST

O

R

AG

E

BUNKHOUSE

DWELLING 1

DW

EL

LI

NG

S

GARAGE

GARAGE

PROPANE

CONCRETE PAD

ABANDONED 1972

OVERFLOW LINE

LEACH

FIELD

BOILER

SNOW

FENCE

SNOW

FENCE

WATER

VAULT

ELECTRIC

METER

BREAKER BOX

PANEL

ELECTRIC

TRANSFORMER

CORRAL

ABANDONED

LIVESTOCK

PENS

ABANDONED

IRRIGATION

DITCH

CONCRETE

PAD

W W

S S

E E

G G

T T

OE OE

X X

EXISTING WATERLINE

SEWER

UNDERGROUND ELECTRIC

UNDERGROUND GAS

UNDERGOUND TELECOM

OVERHEAD ELECTRIC

OVERHEAD TELEPHONE

BARB WIRE FENCE

WOOD FENCE

CHAIN LINK FENCE

WELL

POWER POLE

GUY POLE

SEWER MANHOLE

WATER SPIGOT

LEGEND

WATER VALVE

WATER METER

ABANDONED

WATER TANK

15" CMP

ABANDONED

WATER TANK

WATER

MANHOLE

DOCK

LIVE SPRING

CLEAN OUT

GATE

S

LEACHFIELD

W W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

TELEPHONE

PEDESTAL

ABANDONED

1972 WATERINE

APPROXIMATE LOCATION

UNDERGROUND TEL COM

750 GAL

SEPTIC

TANK

RAILROAD TIE

LANDSCAPING

2,000 GAL

SEPTIC

TANK

ABANDONED

OVERFLOW

DRAIN LINE

ABANDONED

IRRIGATION DITCH

ABANDONED 2001

WATERLINE

ABANDONED

WATERLINE

WETLAND

LEACH

FIELD

GATE

1250 GAL

SEPTIC

TANK

GATE

PROPANE

T T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

24" CMP

HIGHW

AY 24

W

W

W

W

APPROXIMATE

LOCATION OF

ABANDONED 1972

WATERLINE

ABANDONED 1972

WATERLINE

2" PVC

RISER

UNDERGOUND

ELECTRIC CONDUIT

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

10.00'

10.00'

15.92'

11.20'

EXCAVATION AND STAGING AREAS

W NEW 2 INCH HDPE WATERLINE

NOTES:

CONNECTION TO EXISTING DWELLING,

SEE DRAWING SHEET NO. 05 FOR DETAILS

CONNECTION TO EXISTING BUNKHOUSE WATERLINE,

SEE DRAWING SHEET NO. 06 FOR DETAILS

WELL (PERMIT #117217) TO BE

ABANDONED AND DECOMMISSIONED

WATERLINE TO BE ABANDONED

2 INCH PVC WATERLINE TO BE RETAINED AND USED

AS DISTRIBUTION TO THE EXISTING BUNKHOUSE AND SHOP

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/2 7/2

5 1 6:

L

W

IG

TO

N

C:

\U

SE

RS

\L W

IG

TO

N\

BO

X\

PU

BL

IC

HE

AL

TH

&P

OL

LU

TI

ON

CO

NT

RO

LF

AC

IL

IT

IE

S\

W

AT

ER

SU

PP

LY

\L

DV

_B

LU

E

AN

D

BR

OW

N

HO

US

E\

PR

OJ

EC

TS

\W C

W

AT

ER

T

RE

AT

ME

NT

\D

IR

EC

TI

ON

AL

D

RI

LL

IN

G

CO

NT

RA

CT

\C

RY

ST

AL

L

AK

ES

W C

W

AT

ER

LI

NE

IM

PR

OV

EM

EN

TS

.D

W G;

(R02)

ROCKY MOUNTAIN

CRYSTAL LAKES

WORK CENTER

WATERLINE

IMPROVEMENTS

PIKE-SAN ISABEL

NATIONAL FORESTS &

CINARRON AND

COMANCHE NATIONAL

GRASSLANDS

LEADVILLE RANGER DISTRICT

2 INCH HDPE WATERLINE

09/23/2024

L. WIGTON

P. KRIEBLE

03 06 Feet

0 100 200

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text

WV

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text S

AutoCAD SHX Text

1. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES AND SITE THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES AND SITE CONDITIONS PRIOR TO CONSTRUCTION, INCLUDING ELEVATIONS AT CROSSING LOCATIONS WITH PROPOSED UTILITIES OR IMPROVEMENTS. NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF ANY DISCREPANCY OR CONFLICT. 2. THE CONTRACTOR SHALL ACQUIRE A SPECIAL USE PERMIT FROM THE THE CONTRACTOR SHALL ACQUIRE A SPECIAL USE PERMIT FROM THE COLORADO DEPARTMENT OF TRANSPORTATION FOR THE WATER LINE CROSSING OF HIGHWAY 24. THE CONTRACTOR SHALL PROVIDE A SUBSURFACE UTILITY ENGINEERING (SUE) PLAN, INCLUDING ANY NECESSARY SURVEYING, UTILITY LOCATING, AND UTILITY POTHOLING, AS A PART OF THE PERMIT APPLICATION IN ACCORDANCE WITH CDOT AND STATE OF COLORADO REQUIREMENTS TO ACCURATELY IDENTIFY ALL EXISTING UTILITIES WITHIN THE HIGHWAY 24 RIGHT OF WAY RELEVANT TO THE PROPOSED UTILITY CROSSING. 3. UTILITIES ON GOVERNMENT PROPERTY IDENTIFIED AS ABANDONED CAN BE UTILITIES ON GOVERNMENT PROPERTY IDENTIFIED AS ABANDONED CAN BE REMOVED IF ENCOUNTERED. PLUG EACH OPEN END OF ANY REMOVED SECTION. 4. MATERIAL STORAGE, STAGING, AND EXCAVATION ACTIVITIES SHALL BE MATERIAL STORAGE, STAGING, AND EXCAVATION ACTIVITIES SHALL BE LIMITED TO EXISTING DRIVEWAY AND PARKING AREAS AS WELL AS AREAS IDENTIFIED HEREON. NO GROUND DISTURBANCE SHALL BE ALLOWED OUTSIDE THESE AREAS WITHOUT WRITTEN APPROVAL FROM THE CONTRACTING OFFICER.

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

EL

EV

AT

IO

N (F

EE

T)

EL

EV

AT

IO

N (F

EE

T)

STATION (FEET)

2 INCH HDPE WATERLINE PROFILE

1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+009+17

.7

.4

.4

.0

.1

9438.72

.5

.9 4 94

.2

.8

.7

.4

.4

.0

.3 0 94

.9

9431.93

.6

.0 2 94

.7

6 94

.7

.7

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/2 7/2

5 1 6:

LW

IG

TO

N C :\U

SE

RS

\L W

IG

TO

N\

BO

X\

PU

BL

IC

HE

AL

TH

&P

OL

LU

TI

ON

CO

NT

RO

LF

AC

IL

IT

IE

S\

W

AT

ER

SU

PP

LY

\L

DV

_B

LU

E

AN

D

BR

OW

N

HO

US

E\

PR

OJ

EC

TS

\W C

W

AT

ER

T

RE

AT

ME

NT

\D

IR

EC

TI

ON

AL

D

RI

LL

IN

G

CO

NT

RA

CT

\C

RY

ST

AL

L

AK

ES

W C

W

AT

ER

LI

NE

IM

PR

OV

EM

EN

TS

.D

W G

(R02)

ROCKY MOUNTAIN

CRYSTAL LAKES

WORK CENTER

WATERLINE

IMPROVEMENTS

PIKE-SAN ISABEL

NATIONAL FORESTS &

CINARRON AND

COMANCHE NATIONAL

GRASSLANDS

LEADVILLE DISTRICT

PIPE PROFILE

09/23/2024

L. WIGTON

L. WIGTON

P. KRIEBLE

001 001

Feet 0 100 200

HIGHWAY 24

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/2 7/2

5 1 6:

LW

IG

TO

N C :\U

SE

RS

\L W

IG

TO

N\

BO

X\

PU

BL

IC

HE

AL

TH

&P

OL

LU

TI

ON

CO

NT

RO

LF

AC

IL

IT

IE

S\

W

AT

ER

SU

PP

LY

\L

DV

_B

LU

E

AN

D

BR

OW

N

HO

US

E\

PR

OJ

EC

TS

\W C

W

AT

ER

T

RE

AT

ME

NT

\D

IR

EC

TI

ON

AL

D

RI

LL

IN

G

CO

NT

RA

CT

\C

RY

ST

AL

L

AK

ES

W C

W

AT

ER

LI

NE

IM

PR

OV

EM

EN

TS

.D

W G

(R02)

ROCKY MOUNTAIN

CRYSTAL LAKES

WORK CENTER

WATERLINE

IMPROVEMENTS

PIKE-SAN ISABEL

NATIONAL FORESTS &

CINARRON AND

COMANCHE NATIONAL

GRASSLANDS

LEADVILLE DISTRICT

PIPE PROFILE

ELEVATION TABLE

09/23/2024

L. WIGTON

L. WIGTON

P. KRIEBLE

06 06

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

2 INCH ADAPTER

FEMALE PVC SOCKET X FEMALE HDPE

2 INCH SOCKET CONNECT

WITH UNIONS SCHEDULE 80

PVC BALL VALVE

2 INCH SCH 80 PVC COMING

FROM STORAGE TANKS AND

BOOST PUMP (UP TO 30 GPM)

10.00'

CINDER BLOCK BASEMENT WALL THICKNESS

OF APPROXIMATELY 6-INCHES. 3" DIAMETER

SCHEDULE 80 PVC SLEEVE USED FOR

BASEMENT WALL PENETRATION

NOTES:

1. WALL PENETRATION FOR 2 INCH SCH 80 PVC

OUTLET WILL BE LOCATED 2 FEET ABOVE

THE BASEMENT FLOOR AND 2 FEET EAST OF

THE INLET FROM THE WELL. PLEASE SEE

THE EXISTING CONDITIONS PHOTO. THE RED

CIRCLE SHOWS THE APPROXIMATE

LOCATION OF THE OUTLET/WALL

PENETRATION.

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/2 7/2

5 1 6:

LW

IG

TO

N C :\U

SE

RS

\L W

IG

TO

N\

BO

X\

PU

BL

IC

HE

AL

TH

&P

OL

LU

TI

ON

CO

NT

RO

LF

AC

IL

IT

IE

S\

W

AT

ER

SU

PP

LY

\L

DV

_B

LU

E

AN

D

BR

OW

N

HO

US

E\

PR

OJ

EC

TS

\W C

W

AT

ER

T

RE

AT

ME

NT

\D

IR

EC

TI

ON

AL

D

RI

LL

IN

G

CO

NT

RA

CT

\C

RY

ST

AL

L

AK

ES

W C

W

AT

ER

LI

NE

IM

PR

OV

EM

EN

TS

.D

W G

(R02)

ROCKY MOUNTAIN

CRYSTAL LAKES

WORK CENTER

WATERLINE

IMPROVEMENTS

PIKE-SAN ISABEL

NATIONAL FORESTS &

CINARRON AND

COMANCHE NATIONAL

GRASSLANDS

LEADVILLE DISTRICT

DWELLING 1 DETAIL

09/23/2024

L. WIGTON

L. WIGTON

P. KRIEBLE

001 001Feet 0 5 10

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

22.5 DEGREE

ELBOW

2 INCH ADAPTER

FEMALE HDPE X

FEMALE PVC SOCKET

2 INCH SCH 80 UNION

FEMALE PVC SOCKET

2 INCH SCH 80 PVC TEE

EXISTING 2 INCH

SCH 40 PVC

TO BUNKHOUSE

(UP TO 30 GPM)

EXISTING 2 INCH

SCH 40 PVC

TO SHOP

2 INCH PVC CURB STOP

(MINNEAPOLIS STYLE)

2 INCH PVC CURB STOP

(MINNEAPOLIS STYLE)

2 INCH SCH 80 UNION

FEMALE PVC SOCKET

5.00'

2 INCH SCH 80 UNION

FEMALE PVC SOCKET

2 INCH PVC CURB STOP

(MINNEAPOLIS STYLE)

2 INCH HDPE

WATERLINE

FROM

TREATMENT

SYSTEM

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/2 7/2

5 1 6:

LW

IG

TO

N C :\U

SE

RS

\L W

IG

TO

N\

BO

X\

PU

BL

IC

HE

AL

TH

&P

OL

LU

TI

ON

CO

NT

RO

LF

AC

IL

IT

IE

S\

W

AT

ER

SU

PP

LY

\L

DV

_B

LU

E

AN

D

BR

OW

N

HO

US

E\

PR

OJ

EC

TS

\W C

W

AT

ER

T

RE

AT

ME

NT

\D

IR

EC

TI

ON

AL

D

RI

LL

IN

G

CO

NT

RA

CT

\C

RY

ST

AL

L

AK

ES

W C

W

AT

ER

LI

NE

IM

PR

OV

EM

EN

TS

.D

W G

(R02)

ROCKY MOUNTAIN

CRYSTAL LAKES

WORK CENTER

WATERLINE

IMPROVEMENTS

PIKE-SAN ISABEL

NATIONAL FORESTS &

CINARRON AND

COMANCHE NATIONAL

GRASSLANDS

LEADVILLE DISTRICT

BUNKHOUSE SHOP

PLUMBING DETAIL

09/23/2024

L. WIGTON

L. WIGTON

P. KRIEBLE

04 06

Feet 0 5 10

AutoCAD SHX Text 18"x18"x4" THICK CONCRETE PAD. SCRIBE THE WORD "OPEN" IN CONCRETE W/ DIRECTION ARROW

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

CURB STOP VALVE DETAIL

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

THREADED PIPE CAP

AutoCAD SHX Text

2" G.S.P. 12" LONG

AutoCAD SHX Text

2" SCH 40 PVC

AutoCAD SHX Text

UNION - INSTALL 3" FROM VALVE (TYP. BOTH SIDES) (OMIT IF VALVE FLANGED)

AutoCAD SHX Text

CURB STOP VALVE W/ MINNEAPOLIS PATTERN

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

SINGLE UTILITY TRENCH

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

MAX.

AutoCAD SHX Text 6"

AutoCAD SHX Text

DECOMPOSED GRANITE IN ROADWAYS

AutoCAD SHX Text

MARKING TAPE

AutoCAD SHX Text

SELECT EXCAVATED MATERIAL

AutoCAD SHX Text

2" HDPE PIPE

AutoCAD SHX Text

MOUND BACKFILL 3" ABOVE ORIGINAL GROUNDLINE

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

6" TO 8"

AutoCAD SHX Text

TOPSOIL IN OTHER AREAS

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/2 7/2

5 1 6:

LW

IG

TO

N C :\U

SE

RS

\L W

IG

TO

N\

BO

X\

PU

BL

IC

HE

AL

TH

&P

OL

LU

TI

ON

CO

NT

RO

LF

AC

IL

IT

IE

S\

W

AT

ER

SU

PP

LY

\L

DV

_B

LU

E

AN

D

BR

OW

N

HO

US

E\

PR

OJ

EC

TS

\W C

W

AT

ER

T

RE

AT

ME

NT

\D

IR

EC

TI

ON

AL

D

RI

LL

IN

G

CO

NT

RA

CT

\C

RY

ST

AL

L

AK

ES

W C

W

AT

ER

LI

NE

IM

PR

OV

EM

EN

TS

.D

W G

(R02)

ROCKY MOUNTAIN

CRYSTAL LAKES

WORK CENTER

WATERLINE

IMPROVEMENTS

PIKE-SAN ISABEL

NATIONAL FORESTS &

CINARRON AND

COMANCHE NATIONAL

GRASSLANDS

LEADVILLE DISTRICT

WELL HEAD DETAIL

09/23/2024

L. WIGTON

L. WIGTON

P. KRIEBLE

06 06

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

EXISTING WELL HEAD DETAIL

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

VENTED SANITARY WELL CAP

AutoCAD SHX Text

JUNCTION BOX

AutoCAD SHX Text

1" RGC CONDUIT

AutoCAD SHX Text

STATIC WATER LEVEL 50 FEET BELOW TOP OF CASING

AutoCAD SHX Text

FROST LINE -6 FEET (MIN)

AutoCAD SHX Text

CHECK VALVE

AutoCAD SHX Text REMOVE EXISTING GOULDS SUBMERSIBLE PUMP (MODEL 7GS15412) AND REPLACE WITH MODEL 13GS10 AT SAME LEVEL

AutoCAD SHX Text

MIN

AutoCAD SHX Text

PITLESS ADAPTER

AutoCAD SHX Text

2" HDPE

AutoCAD SHX Text

2'-0" FROM TOP OF WELL CASING TO CONCRETE SLAB

AutoCAD SHX Text

WATER STOP

AutoCAD SHX Text

GROUND SURFACE

AutoCAD SHX Text

ELECTRICAL CABLE. LEAVE ENOUGH SLACK TO ADJUST PUMP TO FULL DEPTH OF WELL

AutoCAD SHX Text

NEW GALVANIZED STEEL PIPE WITH CAP

AutoCAD SHX Text

1" PVC DROP PIPE

AutoCAD SHX Text

TO EXISTING WATER TREATMENT BUILDING

AutoCAD SHX Text

TO EXISTING WATER TREATMENT CONTROL PANEL

AutoCAD SHX Text

MOUND OF GRAVEL SLOPE TO DRAIN AWAY FROM CASING

AutoCAD SHX Text

CASING GROUT. SEE SPECIFICATIONS.

AutoCAD SHX Text STEEL SURFACE CASING (MINIMUM 20 LONG) 6" IN UNCONSOLIDATED SOILS8" IN CONSOLIDATED SOILS

AutoCAD SHX Text

PUMP INTAKE SET PUMP 100 FEET BELOW EXISTING CASING

AutoCAD SHX Text

ESTIMATED WELL DEPTH -170 FEET±

AutoCAD SHX Text NOTES: 1) INSTALL NEW GOULDS WELL PUMP MODEL 13GS07 INSTALL NEW GOULDS WELL PUMP MODEL 13GS07 AT SAME DEPTH AS PREVIOUS WELL PUMP 2) INSTALL NEW PVC DROP PIPE INSTALL NEW PVC DROP PIPE 3) TOTAL DEPTH SHOWN IS BASED ON EXISTING WELL TOTAL DEPTH SHOWN IS BASED ON EXISTING WELL DEPTH OF 170 FEET. 4) EXISTING WELL IS A CONSTANT 6" STEEL CASING. EXISTING WELL IS A CONSTANT 6" STEEL CASING.5) REPLACE EXISTING WATERLINE FROM THE WELL TO REPLACE EXISTING WATERLINE FROM THE WELL TO DWELLING 1 (EXISTING 1.5 INCH) WITH 2 INCH HDPE

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

G G

W

W

W

W

W

X X

X X

X X

X X

X X

X X

X

X

X

X

X

W

W

W

E

E

E

E

E

E

E

E

E

E

E S

S

S

W W W

W W

W W

W W

W W

W W

W

E

SHOPST

O

R

AG

E

SNOW

FENCE

ELECTRIC

METER

BREAKER BOX

PANEL

ABANDONED

IRRIGATION

DITCH ABANDONED

WATER TANK

WATER

MANHOLE

DOCK

LIVE SPRING

CLEAN OUT

S

S

S

LEACHFIELD

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

APPROXIMATE LOCATION

UNDERGROUND TEL COM

750 GAL

SEPTIC

TANK

ABANDONED

OVERFLOW

DRAIN LINE

ABANDONED

WATERLINE

1250 GAL

SEPTIC

GATE

PROPANE

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

W

W

W

W

W

W

W

W

W

W

APPROXIMATE

LOCATION OF

ABANDONED 1972

WATERLINE

2" PVC

RISER

UNDERGOUND

ELECTRIC CONDUIT

W

W

W

W

W

15.92'

11.20'

CONNECTION TO EXISTING BUNKHOUSE WATERLINE,

SEE DRAWING SHEET NO. 06 FOR DETAILS

WELL (PERMIT #117217) TO BE

ABANDONED AND DECOMMISSIONED

WATERLINE TO BE ABANDONED

2 INCH PVC WATERLINE TO BE RETAINED AND USED

AS DISTRIBUTION TO THE EXISTING BUNKHOUSE AND SHOP

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/2 7/2

5 1 6:

L

W

IG

TO

N

C:

\U

SE

RS

\L W

IG

TO

N\

BO

X\

PU

BL

IC

HE

AL

TH

&P

OL

LU

TI

ON

CO

NT

RO

LF

AC

IL

IT

IE

S\

W

AT

ER

SU

PP

LY

\L

DV

_B

LU

E

AN

D

BR

OW

N

HO

US

E\

PR

OJ

EC

TS

\W C

W

AT

ER

T

RE

AT

ME

NT

\D

IR

EC

TI

ON

AL

D

RI

LL

IN

G

CO

NT

RA

CT

\C

RY

ST

AL

L

AK

ES

W C

W

AT

ER

LI

NE

IM

PR

OV

EM

EN

TS

.D

W G;

(R02)

ROCKY MOUNTAIN

CRYSTAL LAKES

WORK CENTER

WATERLINE

IMPROVEMENTS

PIKE-SAN ISABEL

NATIONAL FORESTS &

CINARRON AND

COMANCHE NATIONAL

GRASSLANDS

LEADVILLE RANGER DISTRICT

SITE DEMOLITION PLAN

09/23/2024

L. WIGTON

P. KRIEBLE

03 06

Feet 0 100 200

NOTES

1. WELL (PERMIT #117217) SHALL

BE DECOMMISSIONED

ACCORDING TO THE RULES AND

REGULATION OF CDPHE

2. REMOVE ANY UNNECESSARY

WATER SYSTEM COMPONENTS IN

SHOP INCLUDING PRESSURE

TANK

3. ABANDON WATERLINE RUNNING

FROM WELL (PERMIT #117217)

TO SHOP

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

Title
Sheets and Views
TITLE
01
Sheets and Views
01
OLE1
02
Sheets and Views
02
OLE1
03
Sheets and Views
03
OLE1
04
Sheets and Views
04
05
Sheets and Views
05
06
Sheets and Views
06
07
Sheets and Views
07
08
Sheets and Views
08
OLE1

File details come from the government source that posted it. Updated .