Attachment_1_-_Taylor_Park_Water_System_Drawings.pdf

GENERAL NOTES:

All specifications refer to the FP-14 Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects. The Forest Service Supplemental

Specifications (FSSS) will define additional requirements to the FP-14 and are included as part of the contract agreement.

Section 151 - Mobilization.

This work consists of moving personnel, equipment, material, and incidentals to the project and performing work necessary before beginning work at the project site. This work also includes obtaining permits, insurance, and bonds. Prior to mobilizing any construction equipment onto National Forest Service Lands the construction equipment must be washed and treated to remove seeds, plants, and plant fragments to decrease the spread of noxious and invasive plant species. Notify the Contracting Officer (CO)

10 days in advance before moving any construction equipment on-site. Once washed and treated a visual inspection will be completed by the Contracting Officer (CO) or the

Contracting Officer's Representative (COR) prior to moving construction equipment onto National Forest Service Lands.

Section 152 - Construction Surveying and Staking.

This work consists of performing surveying, staking, calculating, and recording data for the control of work. This work also includes providing an as-built survey upon completion of the project. The control (base) point for this project is at the following coordinates and elevation;

Northing. Easting. Elevation FT. (HAE).

Section 153 - Contractor Quality Control.

This work consists of planning and implementing a construction quality process to ensure work conforms to the contract. This work also includes quality control inspection and documentation, and process control for sampling and testing. Test results required for aggregate courses shall be made available to the COR upon request. This work shall be considered incidental to other work items and shall not be paid as a separate payment item.

Section 155 - Schedules for Construction Contracts.

This work consists of scheduling and monitoring the progress of construction activities. Work shall begin within 10 working days of the Notice to Proceed and the contractor shall have 30 calendar days to complete all work. This work shall be considered incidental to other work items and shall not be paid as a separate payment item.

Section 156 - Public Traffic.

This work consists of controlling and protecting public traffic adjacent to and within the project. A traffic control plan for the project is required. The proposed plan shall be prepared by an American Traffic Safety Services Association (ATSSA) certified company and shall be submitted at the pre-work meeting. The traffic control plan and all signs shall be in compliance with the most current Manual of Uniform Traffic Control Devices (MUTCD). The Contracting Officer (CO) shall approve the traffic control plan in writing before any work begins.

Section 157 - Soil Erosion and Sediment Control.

This work consists of furnishing, constructing, and maintaining soil erosion and sediment control devices to eliminate or minimize pollutants into existing drainage from the project.

Section 203 - Removal of Structures and Obstructions.

This work consists of salvaging, removing and disposing of building, hydrants and other obstructions. One (1) utility building and nine (12) hydrants will be removed (including replaced hydrants), hauled, and disposed off government property. Removal of utility building includes the removal of 2 concrete pads in the building area.

Section 204 - Excavation and Embankment.

This work consists of excavating material and constructing embankments. This work also includes furnishing, hauling, stockpiling, placing, disposing, sloping, shaping, compacting, and finishing earthen and rocky material. Excavation and Embankment locations have been identified. Locations are approximate and may vary minimally depending on site conditions and materials encountered during work.

Section 209 - Structure Excavation and Backfill.

This work consists of excavating material for the construction of structures. This work also includes preparing foundations, bedding and backfilling. Bedding and backfill shall be well graded granular material that meets the requirements of AASHTO M-145 for Soil Classifications A-1, A2-4, A2-5 or A-3 modified All granular backfill material shall be placed and compacted in lifts of no more than six (6) inches and compacted to 90 percent density per AASHTO T-180 specifications. Granular material for the structure shall be paid according to item number 30201 - Minor crushed aggregates. This work also includes the backfill of clean soil into the old utility building area after removal of building.

Section 302 - Minor Crushed Aggregates.

This work consists of furnishing CDOT Class 6 crushed aggregate for bedding and backfill for the structural plate elliptical culvert, and roadway aggregates on a prepared surface. Refer to section 303 for work to be accomplished prior to the placement of aggregate materials on the roadway section. Payment shall be made for actual quantities.

All weight scale tickets shall be provided to the COR to confirm quantities of materials received.

Section 611 - Water Systems.

This work consists of constructing or reconstructing water systems. Work consists of placing new well house, chlorination system, water line, valves and six (6) hydrants

(including replaced hydrants).

Forest Service Supplemental and additional specifications not included on the FP-14 will be added to the project's documentation.

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/7 /19

:2

6 Y

RI

VE

RA

RO

DR

IG

UE

Z C:

\U

SE

RS

\Y

RI

VE

RA

RO

DR

IG

UE

Z\

DE

SK

TO

P\

PR

OJ

EC

TS

\T

AY

LO

R

PA

RK

G S

W

AT

ER

S

YS

TE

M

RE

HA

B\

DR

AW

IN

GS

\00 2_

GE

NE

RA

L_

NO

TE

S.

DW

G;

R02

ROCKY MOUNTAIN REGION

TAYLOR PARK WATER

SYSTEM

RESTORATION

GRAND MESA,

UNCOMPAHGRE, AND

GUNNISON NATIONAL

FORESTS

GUNNISON RANGER DISTRICT

GENERAL NOTES

2/7/2019

R020407

Y.RIVERA

Y.RIVERA

C.WELLMAN

TAY-209

GN-01

REMOVE AND

DISPOSE

STRUCTURE AND

MATERIALS INSIDE

REMOVE CONCRETE PADS

AND FILL WITH CLEAN EARTH

MATERIAL

REMOVE AND

DISPOSE HYDRANTS

PER DEMOLITION

PLAN

AutoCAD SHX Text

PROJECT NAME

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

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/7 /19

:0

4 Y

RI

VE

RA

RO

DR

IG

UE

Z C:

\U

SE

RS

\Y

RI

VE

RA

RO

DR

IG

UE

Z\

DE

SK

TO

P\

PR

OJ

EC

TS

\T

AY

LO

R

PA

RK

G S

W

AT

ER

S

YS

TE

M

RE

HA

B\

DR

AW

IN

GS

\00 3_

SI

TE

_P

LA

N.

DW

G;

R02

ROCKY MOUNTAIN REGION

TAYLOR PARK WATER

SYSTEM

RESTORATION

GRAND MESA,

UNCOMPAHGRE, AND

GUNNISON NATIONAL

FORESTS

GUNNISON RANGER DISTRICT

SITE PLAN

2/7/2019

R020407

Y. RIVERA

Y. RIVERA

C.WELLMAN

TAY-209

SP-01

LEGEND

HYDRANT

UTILITY

BUILDING

NEW WATER

LINE

BUILDING LINE

CONNECTION

NOTES:

1) All locations are approximate

WELL

CATTLE POND

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

LEGEND

POINT DESCRIPTION

REMOVE EXISTING HYDRANT

REMOVE EXISTING HYDRANT

REMOVE EXISTING HYDRANT

REMOVE EXISTING HYDRANT

REMOVE EXISTING HYDRANT AND

INSTALL NEW HYDRANT

REMOVE EXISTING HYDRANT

REMOVE EXISTING HYDRANT AND

INSTALL NEW HYDRANT

REMOVE EXISTING HYDRANT AND

INSTALL NEW HYDRANT

REMOVE EXISTING HYDRANT

REMOVE EXISTING HYDRANT

REMOVE EXISTING HYDRANT AND

INSTALL NEW HYDRANT

REMOVE EXISTING HYDRANT

REMOVE EXISTING UTILITY BUILDING

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/7 /19

:0

3 Y

RI

VE

RA

RO

DR

IG

UE

Z C:

\U

SE

RS

\Y

RI

VE

RA

RO

DR

IG

UE

Z\

DE

SK

TO

P\

PR

OJ

EC

TS

\T

AY

LO

R

PA

RK

G S

W

AT

ER

S

YS

TE

M

RE

HA

B\

DR

AW

IN

GS

\00 4_

DE

MO

LI

TI

ON

_P

LA

N.

DW

G;

R02

ROCKY MOUNTAIN REGION

TAYLOR PARK WATER

SYSTEM

RESTORATION

GRAND MESA,

UNCOMPAHGRE, AND

GUNNISON NATIONAL

FORESTS

GUNNISON RANGER DISTRICT

DEMOLITION PLAN

12/13/2018

R020407

Y. RIVERA

Y. RIVERA

C.WELLMAN

TAY-209

DP-01

NOTES:

1) All locations are approximate

2) Existing water line will be abandoned

3) Remove existing water line as needed when placing new water line

4) Removal of existing utility building includes the removal and disposal of 2 concrete pads

5) All hydrants removed shall be disposed of project site

6) To backfill the area of the removed utility building, material from Murdie Pit located about

3 miles from project site can be used.

7) Contractor shall patch abandoned water lines that enter each building.

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

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/7 /19

:0

3 Y

RI

VE

RA

RO

DR

IG

UE

Z C:

\U

SE

RS

\Y

RI

VE

RA

RO

DR

IG

UE

Z\

DE

SK

TO

P\

PR

OJ

EC

TS

\T

AY

LO

R

PA

RK

G S

W

AT

ER

S

YS

TE

M

RE

HA

B\

DR

AW

IN

GS

\00 5_

UT

IL

IT

Y_

BU

IL

DI

NG

_P

LA

N.

DW

G;

R02

ROCKY MOUNTAIN REGION

TAYLOR PARK WATER

SYSTEM

RESTORATION

GRAND MESA,

UNCOMPAHGRE, AND

GUNNISON NATIONAL

FORESTS

GUNNISON RANGER DISTRICT

EXISTING UTILITY

BUILDING PLAN

12/13/2018

R020407

Y. RIVERA

Y. RIVERA

C.WELLMAN

TAY-209

UP-01

Pressure Tanks

Hydrant to Cattle

Sub-floor

Big Gate Cutt-Off Valve

Gate Valve for Drain

Base Floor

Well Casing

Gate Valve for Drain

Valve

Gate Valve for Small

" Drain on Well

Casing

NOTES:

1) Drawing not to scale

2) Removal of concrete pads and pressure tanks it is included in utility building removal

3) Pipes inside existing utility building will be removed until it can meet a distance in which the line can be abandoned.

Soil

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

5"

2'-3" 6' 2'-3"

10'-6"

FRONT ELEVATION

5"

REAR ELEVATION

10'-6"

11'-11" 11'-11"

RH SIDE ELEVATION

1'-6"

2'

12'

5" 4"WALLS

LH SIDE ELEVATION

1'-6"

2'

12'

5"

13'

6"6"

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

/13

/18

:4 7 Y

RI

VE

RA

RO

DR

IG

UE

Z

C:

\U

SE

RS

\Y

RI

VE

RA

RO

DR

IG

UE

Z\

DE

SK

TO

P\

PR

OJ

EC

TS

\T

AY

LO

R

PA

RK

G

S W

AT

ER

S

YS

TE

M

RE

HA

B\

DR

AW

IN

GS

\00

6_

UT

IL

IT

Y_

BU

IL

DI

NG

_D

ET

AI

LS

.D

W G;

R02

ROCKY MOUNTAIN REGION

TAYLOR PARK WATER

SYSTEM

RESTORATION

GRAND MESA,

UNCOMPAHGRE, AND

GUNNISON NATIONAL

FORESTS

GUNNISON RANGER DISTRICT

UTILITY BUILDING

DETAILS

12/13/2018

R020407

Y. RIVERA

Y. RIVERA

C.WELLMAN

TAY-209

UD-01

VENT (TYP)

SPRING HINGE (TYP)

CEDAR SHAKE (TYP)

BARNWOOD (TYP)

NOTES:

1) Precast concrete building -

CXT 10.5' X 12'

Schweitzer utility building or approved equal

2) Building installation shall include insulation per manufacturer's recommendation

3) Utility building shall be equipped with gaps for water line to enter and leave the building.

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

10'-6"

12'

FLOOR PLAN

ROOF PLAN

1/4

RIDGE CONNECTION

1/4

4"

WALL TO ROOF CONNECTION

1/4

WALL TO WALL CONNECTION

1/4

WALL TO FLOOR CONNECTION

R

S L O

P E

R

S L O

P E

11'-11"

13'

4"

4"

5"

4"

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

/13

/18

:4 7 Y

RI

VE

RA

RO

DR

IG

UE

Z

C:

\U

SE

RS

\Y

RI

VE

RA

RO

DR

IG

UE

Z\

DE

SK

TO

P\

PR

OJ

EC

TS

\T

AY

LO

R

PA

RK

G

S W

AT

ER

S

YS

TE

M

RE

HA

B\

DR

AW

IN

GS

\00

7_

UT

IL

IT

Y_

BU

IL

DI

NG

_D

ET

AI

LS

.D

W G;

R02

ROCKY MOUNTAIN REGION

TAYLOR PARK WATER

SYSTEM

RESTORATION

GRAND MESA,

UNCOMPAHGRE, AND

GUNNISON NATIONAL

FORESTS

GUNNISON RANGER DISTRICT

UTILITY BUILDING

DETAILS

12/13/2018

R020407

Y. RIVERA

Y. RIVERA

C.WELLMAN

TAY-209

UD-02

LIGHT

FIXTURES

PS-2

PS-19

R303

TYP

TYP

PS-2

PS-19

R303

TYP

PS-19

PS-2

TYP

PS-2PS-2

NOTES:

1) Drawing not to scale

2) Building installation shall include insulation per manufacturer's recommendation

3) 16" X 16" Grainger stainless steel heater or approved equal

HEATER

WALL THERMOSTAT

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

ELECTRICAL DETAIL

ELECTRICAL SCHEMATIC

TREATMENT SYSTEM LAYOUT

TO DISTRIBUTION

SYSTEM

FROM WELLPUMP

TO CATTLE POND

USE OIL-LESS

COMPRESSOR

ONLY

FOR BLOWOUT

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/2 5/1

9 1 4:

C

W

EL

LM

AN

C :\U

SE

RS

\C W

EL

LM

AN

\D

ES

KT

OP

\T

AY

LO

R

GU

AR

D

ST

AT

IO

N

PR

OJ

EC

TS

\W

AT

ER

S

YS

TE

M\

TA

YL

OR

\C

ON

TR

AC

T

DO

CU

ME

NT

S\

DR

AW

IN

GS

\00 8_

TR

EA

TM

EN

T_

SY

ST

EM

_R

EV

_C

HA

D.

DW

G;

R02

ROCKY MOUNTAIN REGION

TAYLOR PARK WATER

SYSTEM

RESTORATION

GRAND MESA,

UNCOMPAHGRE, AND

GUNNISON NATIONAL

FORESTS

GUNNISON RANGER DISTRICT

TREATMENT SYSTEM

2/13/2019

R020407

Y. RIVERA

Y. RIVERA

C.WELLMAN

TAY-209

TS-01

NOTES:

1) Drawing not to scale

METER BASE (5' ABOVE GROUND)

2.5" PVC

CONDUIT

V A/C PANEL

WATER SYSTEM CONTROLLER

GFCI RECEPTACLE

METER BASE

FUSE DISCONNECT

WARNING LIGHT

SAMPLE PORT

BALL

VALVE

(SHUTOFF)

BALL VALVE & BLOWOUT ADAPTER

(WITH MAINTENANCE PLAQUE

P.GAUGE

BAFFLE

TANKS

GFCI

RECEPTACLE

CHLORINE

LINE TO

INJECTION

QUILL

CHLORINE PUMP

CHLORINE TANK

CONTAINMENT DRUM

" PVC BAFFLE

TANK DRAIN

LINE

SAMPLE PORT

FINAL FILTER

TO FLOOR DRAIN

(W/1" AIRGAP)

- FILTER HOUSINGS

- BAFFLE TANKS

PRE FILTER

CHECK

VALVE

BALL

VALVE

FLOOR DRAIN TO DAYLIGHT DRAIN

(8"x8") (1.5" HDPE)

PRESSURE

TANKS

PRESSURE SWITCH

PRESSURE GAUGE

SAMPLE

PORT

WATER

METER

REDUCING VALVE (8GPM)

DOUBLE CHECK VALVE

L1

L2

PRESSURE

SWITCH

50-80 PSI

L1

L2

L3

L1

L2

L3

PUMP

CONTROLLER

WELL

PUMP

240V

NEUTRAL

COIL

CONTRACTOR

120V

COIL

FLOAT CHLORINE

TANK CLOSED ON FULL

OPEN ON EMPTY

CHLORINE PUMP

5 GALLON PRESSURE TANK WITH

GRUNDFROS BOOSTER PUMP (OR APPROVED

EQUAL)

BACKFLOW PREVENTER

AutoCAD SHX Text

200 AMP 120240V SINGLE PHASE PANEL

AutoCAD SHX Text

FROM GFI 240V BRAKER

AutoCAD SHX Text

FROM GFI 120V BRAKER

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

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/2 3/1

9 1 6:

A

LA

MP

C :\U

SE

RS

\A

LA

MP

\D

OC

UM

EN

TS

\A

LA

MP

D

OC

S\

PR

OJ

EC

T\

DE

TA

IL

\G

MU

G

FY

\T

AY

LO

R

GS

W

S\

DR

AF

T

PA

CK

AG

E\

RE

VI

SI

ON

S\

9_ W

EL

L_

DE

TA

IL

S_

LA

MP

E

DI

T.

DW

G;

R02

ROCKY MOUNTAIN REGION

TAYLOR PARK WATER

SYSTEM

RESTORATION

GRAND MESA,

UNCOMPAHGRE, AND

GUNNISON NATIONAL

FORESTS

GUNNISON RANGER DISTRICT

WELL DETAILS

5/23/2019

R020407

A.LAMP

A. LAMP

C.WELLMAN

TAY-209

WD-01

AutoCAD SHX Text

WELL CONNECTION ISOMETRIC

AutoCAD SHX Text

AutoCAD SHX Text

SLOPE 2%%%

AutoCAD SHX Text

TO DRAIN

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SLOPE 2%%%

AutoCAD SHX Text

TO DRAIN

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

BUILDING

AutoCAD SHX Text

TO TREATMENT

AutoCAD SHX Text

AutoCAD SHX Text

1" PVC PIPE

AutoCAD SHX Text

TRANSITION PVC TO 1" HDPE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text ATTACH CABLE TO DROP PIPE 10' O.C. WITH STAINLESS STEEL WITH STAINLESS STEEL METAL BANDS

AutoCAD SHX Text

AutoCAD SHX Text

TRANSITION WATER LINE DEPTH TO 2 FT.

AutoCAD SHX Text 4'x4'x4" CONCRETE SLAB INCIDENTAL TO CASING

AutoCAD SHX Text

AutoCAD SHX Text

- PUMP INTAKE TO BE DETERMINED BY C.O. UPON COMPLETION OF THE WELL BASED ON WATER LEVEL AND DRAW DOWN TESTS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

WELL ELEVATION

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

1" DIAM. SCH. 80 PVC SUPPLY LINE

AutoCAD SHX Text

SLOPE TO DRAIN

AutoCAD SHX Text

34" CURB VALVE

AutoCAD SHX Text

34" DIA. SCH. 80 PVC DRAIN BACK SLOPE TOWARDS WELL

AutoCAD SHX Text

TRANSITION FROM PVC TO 1" HDPE

AutoCAD SHX Text

WELL CASING

AutoCAD SHX Text

1" GSP T&C LIFTING PIPE W/CAP ON TOP

AutoCAD SHX Text

PITLESS ADAPTER

AutoCAD SHX Text

8" I.D. SURFACE STEEL CASING - EXTEND MIN 5 FT BELOW GROUND

AutoCAD SHX Text

SANITARY WELL CAP

AutoCAD SHX Text

ROPE HANGER

AutoCAD SHX Text

ELECTRICAL JUNCTION BOX (MIN 12" FROM FINISHED GRADE)

AutoCAD SHX Text

WIRING IN CONDUIT UP TO JUNCTION BOX

AutoCAD SHX Text

WELL ITEMS

AutoCAD SHX Text

SAFETY ROPE - TIE TO ROPE HANGER

AutoCAD SHX Text

SUBMERSIBLE PUMP ELECTRIC CABLE - LEAVE 2 FT OF SLACK

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

1" PVC SCH 80 T&C DROP PIPE IN 10' THREADED LENGTHS

AutoCAD SHX Text

NUMBER

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

TORQUE ARRESTOR

AutoCAD SHX Text

SUBMERSIBLE PUMP

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

ELECTRICAL PUSH-IN CONNECTOR

AutoCAD SHX Text

NIPPLE FROM 1 1/4" CONNECTION ON WELL CAP TO 3/4" CONDUIT

AutoCAD SHX Text

AutoCAD SHX Text

CURB BOX WITH EXTENSION

AutoCAD SHX Text

AutoCAD SHX Text

1" CHECK VALVE

AutoCAD SHX Text

DRILL AND WELD PIPE SIZE FEMALE COUPLING TO CASING FOR

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CURB VALVE WITH STOP

AutoCAD SHX Text

AutoCAD SHX Text

DRAIN BACK PENETRATION

AutoCAD SHX Text

-PRODUCTION CASING: 6" GSP 5 FEET BELOW GROUND SURFACE.

AutoCAD SHX Text

AutoCAD SHX Text

CASINGS AND WELL SCREEN:

AutoCAD SHX Text

TRANSITION TO 6" PVC FOR REMAINDER OF CASING IN WELL.

AutoCAD SHX Text

EXTEND PRODUCTION CASING 10' PAST FINAL SCREENED INTERVAL.

AutoCAD SHX Text

-WELL SCREEN: ALL WATER BEARING ZONES DEEPER THAN 100 FEET

AutoCAD SHX Text

BELOW GROUND SURFACE MAY BE SCREENED AT THE DIRECTION OF

AutoCAD SHX Text

THE CO. WELL SCREEN SHALL BE 6" PVC. CONTRACTOR SHALL

AutoCAD SHX Text

RECOMMEND APERTURE, SIZE AND LENGTH BASED ON SOIL

AutoCAD SHX Text

PROPERTIES AND TYPE OF AQUIFER AND FORMATION ENCOUNTERED.

SCREEN SURFACE EXPOSED TO AQUIFER SHALL BE 10' LONG.

HYDRANT TOP VIEW

HYDRANT SIDE VIEW

CURB STOP

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

/13

/18

:4 5 Y

RI

VE

RA

RO

DR

IG

UE

Z

C:

\U

SE

RS

\Y

RI

VE

RA

RO

DR

IG

UE

Z\

DE

SK

TO

P\

PR

OJ

EC

TS

\T

AY

LO

R

PA

RK

G

S W

AT

ER

S

YS

TE

M

RE

HA

B\

DR

AW

IN

GS

\01

0_

HY

DR

AN

T_

DE

TA

IL

S.

DW

G;

R02

ROCKY MOUNTAIN REGION

TAYLOR PARK WATER

SYSTEM

RESTORATION

GRAND MESA,

UNCOMPAHGRE, AND

GUNNISON NATIONAL

FORESTS

GUNNISON RANGER DISTRICT

HYDRANT DETAILS

12/13/2018

R020407

Y. RIVERA

Y. RIVERA

C.WELLMAN

TAY-209

HD-01

Note:

1) Drawing not to scale

2) Curb stop should be located within 25ft of the building

3) Each building shall have a curb stop and drain that will drain by gravity

4) The complete system shall drain when curb stop is closed and installed properly

2'-4"

6"

3' APPROX.

5' +/-

CURB VALE

(SHUT OFF VALVE)

1" HDPE, SLOPE

TO DRAIN

COMPACTED

SUBSEQUENT

BACKFILL

ACCESIBLE, FREEZELESS, SELF

CLOSING YARD HYDRANT. BY

WOODFORD (MODEL S4) OR

APPROVED EQUAL

3'

4'

6" COMPACTED

AGGREGATE BASE

YARD HYDRANT

LID WITH BOLT

24" DIA. X 6" THICK FORMED

CONCRETE PAD SCRIBED WITH LINE

SHOWING DIRECTION OF PIPE.

SMOOTH TROWEL FINISH

2%2%

BOND BREAK

BETWEEN CURB BOX

AND CONCRETE

CURB BOX

6"

MPTxHDPE

COMPRESSION

FITTING

HDPE

STATIONARY ROD

MPTxHDPE

COMPRESSION

FITTING

HDPE

CURB STOP

MINNEAPOLIS PATTERN TOP

FPTxFPT

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

TRENCH DETAIL

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

5/2 8/1

9 1 4:

A

LA

MP

C :\U

SE

RS

\A

LA

MP

\D

OC

UM

EN

TS

\A

LA

MP

D

OC

S\

PR

OJ

EC

T\

DE

TA

IL

\G

MU

G

FY

\T

AY

LO

R

GS

W

S\

DR

AF

T

PA

CK

AG

E\

RE

VI

SI

ON

S\

DR

AW

IN

GS

\01

1_

TR

EN

CH

_D

ET

AI

LS

.D W

G;

R02

ROCKY MOUNTAIN REGION

TAYLOR PARK WATER

SYSTEM

RESTORATION

GRAND MESA,

UNCOMPAHGRE, AND

GUNNISON NATIONAL

FORESTS

GUNNISON RANGER DISTRICT

TRENCH DETAILS

5/23/2019

R020407

A. LAMP

A. LAMP

C.WELLMAN

TAY-209

TD-01

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

MARKING TAPE

AutoCAD SHX Text

SELECT NATIVE FILL 6" MAX

AutoCAD SHX Text

PIPE SIZE AND MATERIAL PER PLAN AND SPECS

AutoCAD SHX Text

#12 COPPER WIRE TAPED TO PIPE EVERY 10'

AutoCAD SHX Text

CLEAN SAND CLASS 1 BACKFILL COMPACT TO 90%

BACKFILL IN ACCORDANCE WITH SECTION 02221 UTILITY TRENCHING AND BACKFILL

TYPICAL WATER LINE BUILDING CONNECTION

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/7 /19

:0

6 Y

RI

VE

RA

RO

DR

IG

UE

Z C:

\U

SE

RS

\Y

RI

VE

RA

RO

DR

IG

UE

Z\

DE

SK

TO

P\

PR

OJ

EC

TS

\T

AY

LO

R

PA

RK

G S

W

AT

ER

S

YS

TE

M

RE

HA

B\

DR

AW

IN

GS

\01 2_

CO

NN

EC

TI

ON

_D

ET

AI

L.

DW

G;

R02

ROCKY MOUNTAIN REGION

TAYLOR PARK WATER

SYSTEM

RESTORATION

GRAND MESA,

UNCOMPAHGRE, AND

GUNNISON NATIONAL

FORESTS

GUNNISON RANGER DISTRICT

BUILDING

CONNECTION DETAILS

2/7/2019

R020407

Y. RIVERA

Y. RIVERA

C.WELLMAN

TAY-209

BD-01

Note:

1) Drawing not to scale

2) Backflow prevention device shall be

ZURN model 975XL2TCU with test cocks facing upward to allow installation close to wall and battery operated monitor switch or approved equal

3) Each service entrance will be field fit depending on the location

3'

BACKFLOW PREVENTION DEVICE

12" MIN

30" MAX

AutoCAD SHX Text

CONNECT TO EXISTING WATER LINE

AutoCAD SHX Text

FLOOR DRAIN

AutoCAD SHX Text

SHUT OFF VALVE

AutoCAD SHX Text

SHUT OFF VALVE

AutoCAD SHX Text

FROM DISTRIBUTION SYSTEM

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