Attachment 2 - Drawings.pdf

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

DATE

STATION ENGINEERING DATE

DATE

DATE

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COLORADO

TELLER COUNTY

(S22) ROCKY MOUNTAIN RESEARCH STATION

MANITOU EXPERIMENTAL FOREST

INDEX OF SHEETS

SHEET SHEET TITLE DATE

COVERSHEET 5/26/2020

SITE PLAN 5/26/2020

FILTRATION HUT DEMOLITION DETAILS 5/26/2020

ENCLOSURE DETAILS - OPTION 1 5/26/2020

MECHANICAL SYSTEM DETAILS 5/26/2020

MANITOU EXPERIMENTAL FOREST

232 COUNTY RD. 79,

WOODLAND PARK, CO 80863

6/12/2020

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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

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GRAVEL DRIVE ISLE (TYP.)

EXISTING WELLS

EXISTING INFILTRATION GALLERY

EXISTING PUMPHOUSE

EXISTING XFMER

100A 240V ELECTRICAL SERVICE

TO BE RUN FROM UPPER

GARAGE APPROX. 620LF

(SEE TRENCHING DETAIL)

LOCATION TO BE STAKED ON

GROUND BEFORE

CONSTRUCTION

±24 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

±30' OFFSET FROM EX. HUT

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

6/8 /20

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S22

RMRS

Manitou Water System Upgrade

Rocky Mtn. Research Station

SITE PLAN

05/26/2020

A. WURSTER

A. WURSTER

F. MCARTHUR

LEGEND:

EXSITING 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. ELECTRICAL SERVICE LINE SIZING SHALL BE DONE BY

CONTRACTOR.

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

ENGINEER.

4. ELECTRIC WIRE LINE SIZING SHALL BE DONE BY CONTRACTOR.

REFERENCE SPEC 260500

EXISTING STRUCTURE

PROPOSED 12X12

CHLORINATION ENCLOSURE

(SEE SHEET 4 FOR DETAILS)

PROPOSED ELECTRICAL SERVICE

EXISTING 5X5 WOODEN

STRUCTURE TO BE REMOVED

(SEE SHEET 3 FOR DETAILS)

TIE INTO EX. 4" CIP WATERLINE.

APPROX. DEPTH = 36"

SEE TRENCH DETAIL

LOCATION OF ELECTRICAL

SERVICE ENTRY

BLOWUP OF PROPOSED CHLORINATION LOCATION (5X MAGNIFICATION)

CONDUCTORS TRENCH

SECONDARY POWER

OVER UTILITY

DETECTABLE WARNING TAPE

3"

BACKFILL MATERIAL

COMPACTED IN 2" LIFTS

BEDDING MATERIAL

SEE SPEC 312250

SECONDARY POWER

CONDUCTORS WITHIN

NO SCALE

CONDUCTORS TRENCH (UNDER ROAD)

SECONDARY POWER

BACKFILL MATERIAL

COMPACTED IN 2" LIFTS

BEDDING MATERIAL

SEE SPEC 312250

SECONDARY POWER

NO SCALE

CONDUCTORS WITHIN

TAPE OVER UTILITY

DECTECTABLE WARNING

3"

MATCH EXISTING GRADES

SCHEDULE 40 PVC CONDUIT

PROPOSED DRAIN

PROPOSED 30LF 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

SCHEDULE 40 PVC CONDUIT

MOUND ROAD SURFACE 1/2"

ABOVE EXISTING GRADE

NOTE:

CONTRACTOR MAY

PROPOSE ALTERNATIVE

METHODS SUCH AS

DIRECTIONAL BORING OR

VIBRATORY PLOW FOR

ELECTRICAL SERVICE LINE

INSTALL.

AGGREGATE BASE

COURSE REFERENCE

SPEC 312250

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MIN

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24" MAX

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24" MIN

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24" MIN

6"

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

6/8 /20

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S22

RMRS

Manitou Water System Upgrade

Rocky Mtn. Research Station

Manitou Experimental Forest

EXISTING FILTRATION

HUT DEMOLITION

DETAILS

05/26/2020

A. WURSTER

A. WURSTER

F. MCARTHUR

005003

NOTES:

1. EXISTING FILTRATION UNDERGROUND VAULT SHALL BE

ABANDONED IN PLACE.

2. ENSURE FILTRATION VALVES ARE IN A CLOSED POSITION.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND

DISPOSAL OF EXISTING 5'X5' WOOD STRUCTURE ON TOP OF

VAULT.

4. 20A ELECTRICAL SERVICE SHALL BE REMOVED BACK TO THE

SUBPANEL. VERIFY LOCATION PRIOR TO CONSTRUCTION.

5. SECURE 30"X30" OPENING BY BOLTING STEEL MANHOLE COVER

AND FRAME. USE NEENNAH R-1878-A9L OR APPROVED EQUAL.

BOLT HOLES SHALL BE CUT INTO BOTTOM FLANGE OF MANHOLE

FRAME IN ORDER TO SECURE. CONTRACTOR TO VERIFY

DIMENSIONS AND CONDITIONS OF EXISTING OPENING PRIOR TO

ORDERING MATERIALS.

6. AFTER DEMOLITION IS COMPLETE, CONTRACTOR SHALL GRADE

AREA TO ENSURE POSITIVE DRAINAGE AROUND THE PERIMETER

OF THE VAULT TO A MINIMUM OF 12:1 SLOPES ACROSS 10'.

SECURE MANHOLE ASSEMBLY

WITH

"X5" ZINC COATED STEEL

WEDGE ANCHORS INTO CONCRETE

AT CORNERS.

EXISTING FILTRATION HUT

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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

6/9 /20

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S22

RMRS

Manitou Water System Upgrade

Rocky Mtn. Research Station

ENCLOSURE DETAILS

OPTION 1

05/26/2020

A. WURSTER

A. WURSTER

F. MCARTHUR

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TROWELED FINISH

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6" INT CONC. SLAB

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SLOPE 1/4"/FT.

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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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INSULATED METAL

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DOOR TYPE

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DOOR SIZE

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WATER SEAL

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CLEAR

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MATERIAL

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FINISH

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SLOPE 1/2"/FT

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OVER FASCIA

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POSTS

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SEALER

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@ 16" OC W/ INSECT

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COMPACTED

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ROOFING

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& FRAME

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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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THRESHOLD

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

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SLOPE 1/4"/FT.

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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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DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

6/1 1/2

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(S22)

RMRS

Manitou Water System Upgrade

ROCKY MTN.

RESEARCH STATION

MECHANICAL SYSTEM

DETAILS

05/26/2020

D. LIRA

A. WURSTER

F. MCARTHUR

005005

CHLORINATION

DILUTION TANK

AND METERING

PUMP (WITH

INTEGRATED

CHECK VALVE)

CT-TANK

BF-0.8

VOLUME - 126 GALLONS

BT-1

VFD

CONTROL PRESSURE

TANK

SET POINT 40-60 PSI

SET POINT

RV-1

PR-1

SET POINT

50 PSI

SET

POINT

120 PSI

CV-1

CV-1

SAMPLE TAP FOR

ENTRY POINT

SAMPLE TAP FOR

RAW WATER

VFD PUMP

240 VAC

9.1 AMP

ST-1

ST-1

PF-1

FF-1

PG-1

DV-1

DV-1

DV-1

PV-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 50 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 UNDERNEATH THE SLAB TO THE MAX

EXTENT POSSIBLE. 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

WATTS LF 007 - 2"

NEPTUNE 2" T-10 METER WITH E-CODER®

R900i REGISTER

GRUNDFOS CMBE 5-62

WELLXTROL WX-350

PIC GAUGES - 2.5" 311D ALL STAINLESS

LOWER MT

IPT #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 -

FLOMATIC 80S6 2' STEEL CHECK VALVE

STENNER 85MHP17 MOUNTED ON STENNER

STS15GC SOLUTION TANK

FLOMATIC FLO TROL CDX5.0

IPT UNIQUE FLO BAFFLE PART

# 7600911

WATTS LF530C

HACH CL17sc 8572900

HACH TU5300sc

HACH SC200 UNIVERSAL CONTROLLER

ZURN WILKINS 2-600XL

HAMMOND BALL VALVE UP8901 - 2"

KING U-SS HEATER U24100

EDWARDS SIGNALING 125STRHR120A

SJE RHOMBUS EX SERIES SINGLE PHASE

SIMPLEX

AWWA CAST-IRON GATE VALVES, SEE SPEC

331112 FOR AVAILABLE MANUFACTURERS

SQUARE D GHG2 80 PRESSURE SWITCH

100A SUBPANEL

MAINTAIN 3' SPACING

4" CIP

CHLORINATION SYSTEM

OPEN SPACE

FOR

OPERATIONS

AND STORAGE

6" STAINLESS STEEL SLOTTED FLOOR DRAIN

120V GFCI RECP

DAYLIGHT 6" PVC DRAIN APPROX. 50FT

SOUTH. CONTRACTOR TO VERIFY

APPROPRIATE SLOPES PRIOR TO INSTALL

G F

C I

S

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

GASKETED 4"x2" PVC

C900 TEE W/ 2'x2'x2'

FLOW FILL THRUST

BLOCK

4" BURIED CIP BYPASS RUNNING UNDERNEATH BUILDING

CHLORINATION BAFFLE TANKS CONNECTED IN PARALLEL VIA HEADER (2"x1" TEES AT EACH TANK INLET)

MOTION SENSOR EXTERIOR LIGHT

CHLORINE SYSTEM ALARM LIGHT

EXTERIOR MOUNTED

3/8" PVC LINE FROM DILUTION TANK

OUTDOOR INDOOR

O U

T D

O

I N

D O

O R

ELECTRICAL CONTROLS SCHEMATIC

NTS

ELECTRICAL

SERVICE

240V 20A

120V 20A

SJE RHOMBUS

PUMP

CONTROLLER

ALARM LIGHT

GENERAL NOTES:

1. SYSTEM ALARMS WHEN CHLORINE IS NOT

PRESENT IN TANK. NO PUMP OPERATION.

2. PRESSURE PUMP AND CHLORINE PUMP

SHALL BE INTERLOCKED.

3. CONTROLLER TO BE DESIGNED BY SJE

RHOMBUS.

CHLORINE

FLOAT IN TANK

N/O - EMPTY N/C - FILLED

120V 20A

TO CHLORINE

PUMP

P R

E S

S U

T

A

N S

D U

C E

R

P

E

S S

U R

E

T

A N

K

TO PRESSURE

TANK

TRANSDUCER

PRESSURE

PUMP

DISCONNECT

240V 20A

TO CHLORINE

PUMP

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

TO BUILDING DRAIN

WM-1

START

TO BUILDING DRAIN

12 12 12

13 13

9 9 9 9

TO BUILDING

DRAIN

GASKETED 4"x2" PVC

C900 TEE W/ 2'x2'x2'

FLOW FILL THRUST

BLOCK

S

C H

E D

U L

E

P

V C

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