Attachment 2 - DrawingsRev1.pdf

PDF 1 MB Posted Aug 26, 2020

Attached to: Manitou Water System Upgrade Federal contract opportunity
Solicitation number: 1282FT20R0029
Issued by: Department of Agriculture Forest Service

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Other files for this federal contract opportunity

Other files attached to Manitou Water System Upgrade, newest first.
File	Type	Posted
1282FT20R0029AME0002.pdf	PDF	Aug 31, 2020
Attachment 1 - SpecificationsRev1.pdf	PDF	Aug 26, 2020
1282FT20R0029AME0001.pdf	PDF	Aug 26, 2020
Attachment 2 - Drawings.pdf	PDF	Jul 29, 2020
Solicitation 1282FT20R0029.pdf	PDF	Jul 29, 2020
Attachment 4 - Wage Determination.pdf	PDF	Jul 29, 2020
Attachment 1 - Specifications.pdf	PDF	Jul 29, 2020
Attachment 3 - Enclosure Option 2 Details.pdf	PDF	Jul 29, 2020

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PROJECT LOCATION

VICINITY MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture

Forest Service

MANITOU EXPERIMENTAL FOREST

FROM WOODLAND PARK, CO: TAKE CO HWY 67 NORTH APPROXIMATELY 8 MILES. TURN RIGHT ON

FOREST RD 347.

WATER SYSTEM UPGRADE

RECOMMENDED BY:

APPROVED:

ENGINEER

DATE

STATION ENGINEERING DATE

DATE

8/2 4/2

0 2 2:

C :\U

\A W

\73

Y1 9 M

D W

W G;

COLORADO

TELLER COUNTY

(S22) ROCKY MOUNTAIN RESEARCH STATION

MANITOU EXPERIMENTAL FOREST

INDEX OF SHEETS

SHEET SHEET TITLE DATE

COVERSHEET 8/24/2020

SITE PLAN 8/24/2020

FILTRATION HUT DEMOLITION DETAILS 8/24/2020

MECHANICAL SYSTEM DETAILS 8/24/2020

MANITOU EXPERIMENTAL FOREST

232 COUNTY RD. 79,

WOODLAND PARK, CO 80863

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TRAILER PAD

OFFICE/LAB

FIRE HOSE VAULT

APPROXIMATE ELEVATION = 7901.7

BUNKHOUSE (FIRST POINT OF USE)

UPPER GARAGE

LOWER GARAGE

LODGE

RESIDENCE

EXISTING SOURCE

WATER STORAGE

RIM ELEVATION = 8005.8'

TO HWY 67

T E

L C

GRAVEL DRIVE ISLE (TYP.)

EXISTING WELLS

EXISTING INFILTRATION GALLERY

EXISTING PUMPHOUSE

EXISTING XFMER

60A 120V ELECTRICAL SERVICE

TO BE RUN FROM LOWER

GARAGE APPROX. 500LF

(SEE TRENCHING DETAIL)

LOCATION TO BE STAKED ON

GROUND BEFORE

CONSTRUCTION

±43 LF UTILITY TRENCHING

UNDER RD. (SEE DETAIL)

291.1' 4" CIP

N47°29'W

368.7' 4" CIP

N80°53'W

967.7' 4" CIP

N75°21'W

544.6' 4" CIP

N50°11'W

EXISTING FILTRATION HUT (TO

BE ABANDONED IN PLACE)

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

8/2 5/2

0 0 6:

C :\U

\A W

\73

Y1 9 M

D W

.D W

S22

RMRS

Manitou Water System Upgrade

Rocky Mtn. Research Station

SITE PLAN

08/24/2020

A. WURSTER

F. MCARTHUR

LEGEND:

EXISTING WATERLINE (4" CIP TYP.)

EXISTING UNDERGROUND ELECTRICAL LINE

TELEPHONE LINE

EXISTING FIRE HYDRANT

NOTES:

1. LOCATIONS OF EXISTING UTILITIES LINES ARE APPROXIMATE.

DRAWINGS SHOWING EXISTING LINES ARE TO INDICATE THAT

BURIED UTILITIES MAY BE WITHIN WORK AREA. CONTRACTOR

SHALL USE CAUTION AND "POTHOLE" TRENCHING WORK IF

NECESSARY.

2. LOCATIONS OF FINAL NEW UTILITY LINES SHALL BE APPROVED BY

ENGINEER.

3. ELECTRIC SERVICE LINE SHALL BE 2/0 THWN-2 INSIDE A

SCHEDULE 40 4" PVC CONDUIT.

4. BURIED WATERLINE SHALL BE SCHEDULE 80 PVC.

5. GATE VALVE SHALL BE AMERICAN FLOW CONTROL 2500-1 OR

APPROVED EQUIVALENT WITH MECHANICALLY RESTRAINED JOINT

AND CAST IRON COVER.

EXISTING STRUCTURE

PROPOSED 12X12

CHLORINATION ENCLOSURE

(SEE SHEET 4 FOR DETAILS)

PROPOSED ELECTRICAL SERVICE

TIE INTO EX. 4" CIP WATERLINE

WITH TAPPING SADDLE

APPROX. DEPTH = 36"

BLOWUP OF PROPOSED CHLORINATION LOCATION (5X MAGNIFICATION)

UTILITY TRENCH

OVER UTILITY

DETECTABLE WARNING TAPE

BACKFILL MATERIAL

COMPACTED IN 2" LIFTS

BEDDING MATERIAL

SEE SPEC 312250

WATER OR ELECTRIC SERVICE LINE

NO SCALE

UTILITY TRENCH (UNDER ROAD)

BACKFILL MATERIAL

COMPACTED IN 2" LIFTS

BEDDING MATERIAL

SEE SPEC 312250

WATER OR ELECTRIC

NO SCALE

SERVICE LINE

TAPE OVER UTILITY

DECTECTABLE WARNING

MATCH EXISTING GRADES

PROPOSED DRAIN

PROPOSED 50LF BUILDING DRAIN SCHEDULE

40 PVC DAYLIGHTING TO THE SOUTH

CONTRACTOR TO VERIFY EXACT DIMENSIONS

FOR APPROPRIATE SLOPE (MIN 1%)

PLACE 2 SQFT TYPE VL RIPRAP AT OUTLET

MOUND ROAD SURFACE 1/2"

ABOVE EXISTING GRADE

NOTES:

1. CONTRACTOR MAY

PROPOSE

ALTERNATIVE

METHODS SUCH AS

DIRECTIONAL

BORING OR

VIBRATORY PLOW

FOR ELECTRICAL

SERVICE LINE

INSTALL.

2. ENSURE WATER

LINES ARE 36" DEEP

AGGREGATE BASE

COURSE REFERENCE

SPEC 312250

22 LF WATERLINE CHLORINATION

BYPASS. 2" SCHEDULE 80 PVC. SEE

TRENCH DETAIL.

PROPOSED GATE VALVE

AFTER SADDLE

PROPOSED GATE VALVE

LOCATION OF ELECTRICAL

SERVICE ENTRY

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MIN

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24" MAX

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24" MIN

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DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

8/2 5/2

0 0 6:

C :\U

\A W

\73

Y1 9 M

D W

.D W

S22

RMRS

Manitou Water System Upgrade

Rocky Mtn. Research Station

ENCLOSURE DETAILS

OPTION 1

08/24/2020

A. WURSTER

F. MCARTHUR

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TROWELED FINISH

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6" INT CONC. SLAB

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SLOPE

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FINISH SCHEDULE

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ROOF

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SWEEP

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DOOR & HARDWARE SCHEDULE

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PREFORMED METAL ROOFING

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%%U RAKE DETAIL

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%%U DOOR HEADER & JAMB

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INSULATED METAL

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DOOR TYPE

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HEAVY DUTY

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DOOR SIZE

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CONCRETE

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WATER SEAL

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TROWL FINISH

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CLEAR

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COLOR

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MATERIAL

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FINISH

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1/2" PLYWOOD

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PRIME & PAINT

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%%U DOOR SILL DETAIL

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SLOPE 1/2"/FT

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6" AGG.

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BASE

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ALUM. THRESHOLD

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EXPANSION MATERIAL

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METAL DOOR

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6" CONC. SLAB

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FLOOR

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INT WALLS

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1 X 8 FASCIA

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METAL ROOFING

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OVER FASCIA

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PROPANEL BRAND

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1/2 ACX

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PLANK LAP

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3 HINGES

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HEAVY DUTY

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HINGES

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CLOSER

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STEEL

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RABBET

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SINGLE

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FRAME

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PER SUBMITTAL

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MFG. FINISH

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FOREST GREEN

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PRIME &

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PAINT

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METAL

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WHITE

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SEMI-GLOSS

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PAINT

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PRIME &

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ENAMEL

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PLYWOOD

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LOCK

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PINE OR FIR

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PRIME &

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PAINT

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SIDING

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8.25" HARDIE

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DOOR

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ROOF

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CEILING

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FASCIA/EVE/TRIM

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2 X 6 JOIST

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3/4" PLYWD. SHEATHING

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EXTEND

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POSTS

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PLYWOOD CEILING

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AGG. BASE

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6"COMPACTED

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W/ SILICONE JOINT

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EXPANSION MATERIAL

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SEALER

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@ 16" OC W/ INSECT

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W/ 2" VENT HOLES

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2X8 RIPPED TO FIT

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SCREEN

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SLAB

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6" CONC.

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WWM

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OVER FACIA

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METAL ROOF

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TYP.

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30# FELT

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3/4 CDX OR OSB PLYWOOD

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COMPACTED

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%%U SIDE ELEVATION

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NTS

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PREFORMED METAL

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ROOFING

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METAL

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DOOR

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& FRAME

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EXT SLAB NOT

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SHOWN

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%%U RAFTER DETAIL

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R30 INSUL.

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BATTING

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R19 INSUL. BATTING VAPOR BARRIER FACING INSIDE.

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8" FIBER CEMENT LAP SIDING.

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1/2" OSB PLYWOOD SHEATHING

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5/8" AC PLYWOOD

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METAL ROOFING

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30# FELT

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W/ VENT HOLES

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5/8" AC PLYWOOD

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R19 INSULATION

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2"METAL WRAP FRAME- WELDED & GROUND SMOOTH

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FROM OUTSIDE 1/2" SHEATHING TO OUTSIDE 1/2" SHEATHING, TYP.

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MIN.GRADE SEPARATION FROM FFE.

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FRONT

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TO MATCH

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SIDING

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CEDARMILL

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SELECT

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BARK

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TIMBER

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METAL FACIA -

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SOFFITS:

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SOFFITS:

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COLORS

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PROVIDE

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SOFFITS:

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MISC.

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KICKPLATES

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PULL TYPE

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HANDLE:

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FILL @ 3:1

AutoCAD SHX Text DEADBOLT-KEYED OUTSIDE/BLANK INSIDE. SCHLAGE B160 609; PASSIVE F-SER. 609 ROUND OR ORBIT MODEL

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THRESHOLD

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3/4 ANGULAR GRAVEL 18" WIDE FROM BLDG FOUNDATION, 6" DEEP TYPICAL

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6" GRADE SEPARATION TYPICAL, EXCEPT AT PORCH SLAB

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SLOPE 1/4"/FT.

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SWEEP: PEMKO 307AV THRES: PEMKO 151A

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FLUSH BOLTS: TOP: HAGER 282D BOTTOM: CANE BOLTS

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BROOM FINISH. SEAL EXPANSION JOINT W/ ROD & SILICONE AT BUILDING

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SLOPE 1/4"/FT.

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SLOPE 1/4"/FT.

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6" STAINLESS STEEL FLOOR DRAIN (SEE SITE PLAN)

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2 #5 REBAR

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MFG. FINISH

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#5 REBAR

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VAPOR RETARDER

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DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

8/2 5/2

0 0 6:

C :\U

\A W

\73

Y1 9 M

D W

(S22)

RMRS

Manitou Water System Upgrade

ROCKY MTN.

RESEARCH STATION

MECHANICAL SYSTEM

DETAILS

08/24/2020

D. LIRA

A. WURSTER

F. MCARTHUR

CHLORINATION

DILUTION TANK

AND METERING

PUMP (WITH

INTEGRATED

CHECK VALVE

AND FLOW

SENSOR)

CT-TANK

BF-0.8

VOLUME - 126 GALLONS

BT-1

VFD

CONTROL PRESSURE TANK

SET POINT 60-80 PSI TIED TO

GUNDFOS BOOSTER PUMP

RV-1

SET

POINT

120 PSI

CV-1

SAMPLE TAP FOR

ENTRY POINT

SAMPLE TAP FOR

RAW WATER

VFD

BOOSTER

PUMP

240 VAC

9.1 AMP

ST-1

PF-1

FF-1

PG-1

DV-1

BV-1

CL2

MONITOR

TURBIDITY

MONITOR

(OPTIONAL BID ADDITION)

TO BUILDING

DRAIN

GENERAL NOTES:

1. DESIGN CRITERIA

1.1. 25 GPM.

1.2. pH 7.7 (RAW WATER)

1.3. TEMP 45 DEG. F. (RAW WATER)

1.4. ENTRY POINT RESIDUAL CONCENTRATION 1.3 MG/L (MEASURED FROM FIRST

POINT OF USE)

2. FLOW DIAGRAM IS CONCEPTUAL. EXACT FITTINGS AND PLUMBING LAYOUT NOT

SHOWN.

3. INDIVIDUAL DRAIN LINES SHALL BE TIED TOGETHER IN FRONT OF A SINGLE CHECK

VALVE THEN TO THE 6" PVC FLOOR DRAIN. MINIMIZE THE USE OF GROUND LEVEL

HORIZONTAL PIPE RUNS

4. BUILDING PIPING - 2" SCHEDULE 80 PVC UNLESS OTHERWISE NOTED.

5. ALL PLUMBING AND ELECTRICAL SHALL MEET THE LATEST ICC AND NFPA CODES.

6. INSTALL ALL COMPONENTS ACCORDING TO MANUFACTURERS RECOMMENDATIONS.

7. SPECIFIED COMPONENTS ARE REPLACEABLE WITH APPROVED EQUIVALENT.

CT-TANK

BF-0.8

VOLUME - 126 GALLONS

BT-1

CT-TANK

BF-0.8

VOLUME - 126 GALLONS

BT-1

CT-TANK

BF-0.8

VOLUME - 126 GALLONS

BT-1

CT-TANK

BF-0.8

VOLUME - 126 GALLONS

BT-1

TO BUILDING DRAIN

CONCEPTUAL MECHANICAL/ELECTRICAL SYSTEM LAYOUT IN ENCLOSURE

NTS

PRODUCT SPECIFICATIONS

COMPONENT

MAKE AND MODEL

SMITH-BLAIR # 31300048010000

HAMMOND BALL VALVE UP8901 - 2"

WATTS LF 007 - 2"

NEPTUNE 2" T-10 METER

GRUNDFOS CMBE 5-62

PIC GAUGES - 2.5" 311D ALL STAINLESS

LOWER MT

A.Y. MCDONALD 48803

GRAVER STRATUM STC 5-10P3V IN GRAVER

LPF 07-03 HOUSING

GRAVER QCR 1-30P7S-I IN GRAVER LPF 07-03

HOUSING

HAMMOND BALL VALVE UP8901 - 1"

FLOMATIC 80S6 2' STEEL CHECK VALVE

CLEAN WATER STORE #CS000650 (35 GALS)

FLOMATIC FLO TROL CDX5.0

IPT #06-04-126TMH-BAF

WATTS LF530C

HACH CL17sc 8572900

HACH TU5300sc

HACH SC200 UNIVERSAL CONTROLLER

SQUARE D GHG2 80 PRESSURE SWITCH

WELLXTROL WX-350

AMERICAN FLOW CONTROL 2500-1 WITH MRJ

KING U-SS HEATER U24100

60A SUBPANEL

MAINTAIN 3' SPACING

6" STAINLESS STEEL SLOTTED FLOOR

DRAIN (RUN ALL DRAIN LINES HERE)

120V GFCI RECP

DAYLIGHT 6" PVC DRAIN APPROX. 50FT

SOUTH. CONTRACTOR TO VERIFY

APPROPRIATE SLOPES PRIOR TO INSTALL

CONCEPTUAL CHLORNIATION PROCESS DIAGRAM

NTS

240V 1000W STAINLESS STEEL

HEATERS WITH INTEGRATED

TEMP CONTROLS SET AT 50°F

(DEDICATED CIRCUITS)

T5 LED HANGING FIXTURE

DCV-1

PRE FILTER

W/ INTEGRATED

PRESSURE GAUGE

FINAL FILTER

W/ INTEGRATED

PRESSURE GAUGE

4" CIP MAIN

4"x2" PVC TAPPING

SADDLE W/ 2'x2'x2'

CHLORINATION BAFFLE TANKS CONNECTED IN PARALLEL VIA 3" PVC HEADER (3"x1.5" TEES AT EACH TANK INLET)

MOTION SENSOR EXTERIOR LIGHT

1" PVC LINE FROM DILUTION TANK

OUTDOOR INDOOR

O U

T D

O O

I N

D O

O R

DV-1 DV-1 DV-1 DV-1

WM-1

START

TO BUILDING DRAIN

9 9 9 9

TO BUILDING

DRAIN

C H

E D

U L

V C

4"x2" PVC TAPPING

SADDLE W/ 2'x2'x2'

BV-1

ST-1

G F

C I

14 14

13 13 13

141414

DOOR FACING ROAD

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Sheets and Views

Cover Sheet - COVER

Site Plan - SITE PLAN

Enclosure Details - ENCLOSURE DETAILS 1

Chlorination Process Diagram - PROCESS DIAGRAM

File details come from the government source that posted it. Updated Aug 27, 2020.