DO_50_Kelly_Island_Final_Drawings_20221102.pdf

PROJECT

LOCATION

PROJECT

LOCATION

PROJECT

LOCATION

INDEX OF DRAWINGS

PROJECT LOCATION

DESIGNERS

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

KELLY ISLAND WATER SYSTEM REPLACEMENT

GENERAL

G001 COVER SHEET

CIVIL

C001 CIVIL NOTES & LEGEND

C101 EXISTING CONDITIONS

C102 DEMOLITION PLAN

C103 SITE IMPROVEMENT PLAN

C104 CAMP HOST SITE PLAN

C501 DETAILS

C502 DETAILS

PLUMBING

P001 GENERAL NOTES AND LEGEND

PD101 PUMP HOUSE DEMOLITION PLAN

P101 PUMP HOUSE PLAN

P102 PUMP HOUSE P&ID

P501 PLUMBING DETAILS

P601 PLUMBING SCHEDULE

CALL 2 BUSINESS DAYS IN ADVANCE BEFORE

YOU DIG, GRADE, OR EXCAVATE FOR THE

MARKING OF UNDERGROUND MEMBER

UTILITIES

PROJECT VICINITY - RIRIE, IDAHO SITE ACCESS - 43°37'26.08"N, 111°39'46.75"W

GENERAL NOTES

1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), AND THE REQUIREMENTS FOR THE CONTRACT DOCUMENTS. THE MORE STRINGENT OF ANY OF

THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS.

2. ALL CONTRACTORS, AND SUBCONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION CONFERENCE WITH THE GOVERNMENT PRIOR

TO START OF WORK.

3. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BARRICADES, SAFETY DEVICES, AND CONTROL OF TRAFFIC

WITHIN AND AROUND THE CONSTRUCTION AREA.

4. WHEN DISCREPANCIES OCCUR BETWEEN THE PLANS, SPECIFICATIONS, AND/OR FIELD CONDITIONS, THE CONTRACTOR SHALL

IMMEDIATELY NOTIFY THE GOVERNMENT.

5. THE LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. CALL IDAHO DIGLINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO EXCAVATING TO REQUEST LOCATIONS OF UNDERGROUND UTILITIES. UTILITY LOCATION AND VERIFICATION SHALL BE AN ONGOING PROCESS. WHERE CONFLICTING UTILITIES MAY BE PRESENT, THE CONTRACTOR SHALL VERIFY LOCATION AHEAD OF TRENCHING OPERATIONS, AND IMMEDIATELY NOTIFY THE GOVERNMENT OF ANY POTENTIAL CONFLICTS AS APPLICABLE.

6. CONTRACTORS SHALL NOTIFY THE GOVERNMENT WHEN MATERIALS ARE ON SITE OR INSPECTION OF THE WORK IS REQUIRED. NO

WORK MAY BEGIN ON ANY PROJECT WITHOUT TWENTY-FOUR (24) HOUR PRIOR NOTICE.

7. ALL MATERIAL FURNISHED ON OR FOR THE PROJECT MUST MEET THE MINIMUM REQUIREMENTS OF THE GOVERNMENT.

8. WORK SUBJECT TO APPROVAL BY THE GOVERNMENT MUST BE APPROVED PRIOR TO (A) BACKFILLING; (B) PLACING OF AGGREGATE

BASE; AND (C) PLACING OF CONCRETE.

9. RETAIN AND PROTECT ALL FEATURES NOT DESIGNATED TO BE MODIFIED OR CONSTRUCTED.

10. ALL EXISTING FEATURES WHICH ARE BEING JOINED OR MATCHED IN CONNECTION WITH THIS PROJECT, SHALL BE JOINED OR

MATCHED IN A MANNER SATISFACTORY TO THE GOVERNMENT INCLUDING NECESSARY SAW CUTTING, REMOVAL, REPLACEMENT, AND CAPPING.

11. SITE SHALL BE CLEANED AND RESTORED TO ORIGINAL OR BETTER CONDITION UPON COMPLETION OF WORK.

12. CONTRACTOR SHALL ENSURE THAT ALL SIDEWALKS, RAMPS, ACCESSIBLE PARKING SPACES, AND OTHER PEDESTRIAN ACCESS

ITEMS COMPLY WITH THE ARCHITECTURAL BARRIERS ACT (ABA) REQUIREMENTS.

13. TEMPORARY SHORING, BRACING, FORMING, SCAFFOLDING, ETC. ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR OR

SUBCONTRACTORS AND HAVE NOT BEEN CONSIDERED BY THE DESIGNER.

14. PROVIDE 14 DAYS NOTICE PRIOR TO START OF CONSTRUCTION FOR GOVERNMENT STAFF PLANNING PURPOSES.

CONCRETE NOTES:

1. CONCRETE STRENGTH TO BE A MINIMUM F'C=4,000PSI IN 28 DAYS.

2. SLUMP 4” MAXIMUM, AGGREGATE 3/4” MAXIMUM, AIR CONTENT 6 + 1.5.

3. CONCRETE SHALL BE TO THE STRENGTH AND SLUMP SPECIFIED AND CONSIST OF: AASHTO M 85 OR ASTM C-150 TYPE I OR II

CEMENT, U.N.O. AGGREGATE SHALL CONFORM TO ASTM C-33.

4. CALCIUM CHLORIDE OR ADMIXTURES CONTAINING CALCIUM CHLORIDE SHALL NOT BE USED.

5. FORMS SHALL BE SECURED TO PREVENT MOVEMENT OR SETTLEMENT AND SHALL BE CLEAN AND FREE OF HARDENED CONCRETE, DIRT, DISTORTION, AND RUST.

6. THE BOTTOMS OF FOOTING EXCAVATIONS SHALL BE LEVEL, CLEAN AND FREE OF LOOSE MATERIAL. OVER EXCAVATED FOOTINGS

SHALL BE FILLED WITH APPROVED FILL MATERIAL.

7. REMOVE ALL DEBRIS FROM FORMS BEFORE CASTING ANY CONCRETE.

8. SPECIFICATIONS FOR MIXING, PLACING, AND FINISHING SHALL BE AS PER SPECIFICATIONS AND ACI-302.

9. REINFORCING, DOWELS, BOLTS, ANCHORS, SLEEVES, ETC., TO BE EMBEDDED IN CONCRETE SHALL BE SECURELY POSITIONED

BEFORE PLACING CONCRETE.

10. CONSOLIDATE CONCRETE PLACED IN FORMS BY MECHANICAL VIBRATING EQUIPMENT SUPPLEMENTED BY HAND-SPADING, RODDING OR TAMPING. USE EQUIPMENT AND PROCEDURES FOR CONSOLIDATION OF CONCRETE IN ACCORDANCE WITH THE RECOMMENDED PRACTICES OF ACI 309 TO SUIT THE TYPE OF CONCRETE AND PROJECT CONDITIONS. CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING STEEL (AS IN WALLS) SO AS TO CAUSE SEGREGATION OF AGGREGATES. IN SUCH CASES HOPPERS AND CHUTES OF VARIABLE LENGTHS SHALL BE USED SO THAT THE FREE UNCONFINED FALL OF CONCRETE SHALL NOT

EXCEED 6 FEET.

11. WATER TO CEMENT RATIO SHALL NOT EXCEED 0.45.

REINFORCING STEEL NOTES:

1. CONCRETE CLEAR COVERAGE TO REINFORCING STEEL SHALL CONFORM TO THE FOLLOWING MINIMUMS, U.N.O.

A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3”

B. CONCRETE EXPOSED TO EARTH OR WEATHER 2”

C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND 1-1/2”

3. SPLICES IN CONTINUOUS REINFORCEMENT SHALL BE LAPPED U.N.O. IN NO CASE SHALL SPLICES BE LESS THAN 40 BAR DIAMETERS.

SPLICES IN ADJACENT BARS SHALL NOT BE LESS THAN 5' APART. SPLICE CONTINUOUS BARS IN SOIL-BEARING GRADE BEAMS AS

FOLLOWS: TOP BARS AT CENTERLINE OF SUPPORT; BOTTOM BARS AT MID-SPAN.

4. ALL HOOKS SHALL BE STANDARD HOOKS UNLESS OTHERWISE SHOWN OR NOTED.

W

LEGEND

EXISTING GRAVEL ROADWAY

PROPOSED GRAVEL ROADWAY

EXISTING GRAVEL ROADWAY

EXISTING CONCRETE

PROPOSED CONCRETE

EXISTING COMMUNICATION LINE

EXISTING POWER LINE

EXISTING MAJOR CONTOURS

EXISTING MINOR CONTOURS

PROPOSED MAJOR CONTOURS

PROPOSED MINOR CONTOURS

EXISTING IRRIGATION LINE

PROPOSED WATER LINE

EXISTING WATER LINE

LOCAL SURVEY CONTROL POINT

EXISTING IRRIGATION SPRINKLER

EXISTING IRRIGATION VALVE

EXISTING WELL

EXISTING POWER POLE

EXISTING LIGHT POLE

EXISTING ACCESSIBLE VAULT TOILET

EXISTING SEWER HOOKUP

EXISTING HYDRANT

PROPOSED HYDRANT

PROPOSED GATE VALVE

EXISTING TREE

EXISTING PLANT

DEMOLITION

ABBREVIATIONS

EDGE OF GRAVEL

EDGE OF CONCRETE

BUILDING CORNER

EG

EC

BC

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CONSTRUCTION NOTES:

1. ALL EQUIPMENT SHALL BE CLEANED AND INSPECTED PRIOR TO USE ON THE PROJECT SO AS TO PREVENT THE TRANSPORT AND

SPREAD OF NOXIOUS WEEDS AS WELL AS TO PREVENT SPILLS OR LEAKS OF EQUIPMENT FLUID.

2. SERVICE AND REFUEL EQUIPMENT IN DESIGNATED AREAS ONLY.

3. DISTURBANCES IN STAGING AREAS SHALL BE KEPT TO A MINIMUM, AND SHALL BE RESTORED TO EXISTING CONDITIONS AFTER

CONSTRUCTION ACTIVITIES.

4. STRIP AND STOCKPILE TOPSOIL/GRAVEL FOR REUSE AFTER COMPLETION OF CONSTRUCTION ACTIVITIES.

5. PROVIDE BEST MANAGEMENT PRACTICES FOR STORMWATER CONTROLS PRIOR TO AND DURING CONSTRUCTION. THIS PLAN SHALL

BE IN ACCORDANCE WITH THE LOCAL AUTHORITY, INCLUDING ALL REQUIRED PERMITS AND APPROVALS, PRIOR TO CONSTRUCTION.

CIVIL NOTES:

1. AT COMPLETION OF PROJECT STOCKPILE AREAS SHALL BE REMOVED AND RESTORED TO EXISTING CONDITION UNLESS SPECIFIED

OTHERWISE BY GOVERNMENT.

2. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE REHABILITATED TO THE ORIGINAL CONTOURS AND RESTORED TO THE

ORIGINAL CONDITION TO THE GREATEST EXTENT POSSIBLE.

3. AT A MINIMUM, THE MATERIALS USED FOR A POTABLE WATER SYSTEM MUST MEET NSF STANDARD 61, AND APPLICABLE AWWA

STANDARDS.

3.1. THE MINIMUM DEPTH OF PIPE COVER MUST BE 36".

3.2. POTABLE AND NON POTABLE UTILITY MAINS, LATERAL OR UNDOCUMENTED CONDUIT MUST MAINTAIN HORIZONTAL AND

VERTICAL SEPARATION REQUIREMENTS, IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS OUTLINED IN THE ISPWC.

3.3. NEWLY INSTALLED WATER MAINS AND SERVICE LINES MUST BE HYDROSTATICALLY TESTED IN ACCORDANCE WITH THE MOST

RECENT AWWA, IDWR, AND IDEQ STANDARD.

3.4. NEWLY INSTALLED WATER MAINS MUST BE FLUSHED, STERILIZED AND SAMPLED FOR CONTAMINATES, IN ACCORDANCE WITH

THE MOST RECENT AWWA, IDWR, AND IDEQ STANDARD.

3.5. THE CONTRACTOR IS RESPONSIBLE FOR:

3.5.1. OBTAINING APPLICABLE LICENSES, PERMITS, BONDS, OR OTHER REQUIRED ADMINISTRATIVE REQUIREMENTS, AT THE

CONTRACTOR'S EXPENSE.

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EXISTING ACCESSIBLE

VAULT TOILET

EXISTING ACCESSIBLE

VAULT TOILET

EXISTING 3000

GALLON SANITARY SEWER VAULT

EXISTING SANITARY SEWER

HOOKUP

EXISTING POTABLE

WATER HOOKUP

EXISTING POTABLE

WATER LINE (TYP)

EXISTING COMMUNICATIONS

LINE

SURVEY NOTES:

1. EXISTING FEATURES: EXISTING ROADWAYS, UTILITIES,

STRUCTURES, AND OTHER FEATURES ARE SHOWN USING A

COMBINATION OF DRAWINGS AND SURVEY PROVIDED BY THE

GOVERNMENT AND FIELD OBSERVATIONS.

2. VERIFICATION: APPROXIMATE SIZE, CONDITION, AND LOCATION

OF EXISTING FEATURES SHALL BE VERIFIED PRIOR TO

CONSTRUCTION.

EXISTING PRECAST

CONCRETE WELL HOUSE

EXISTING POTABLE

WATER WELL

EXISTING DRINKING

FOUNTAIN

EXISTING YARD

HYDRANT (TYP)

EXISTING

SIDEWALK

EXISTING IRRIGATION

WATER LINE (TYP)

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REMOVE ALL EXISTING

PIPING WEST OF THE

MAIN ROADWAY

DEMOLISH EXISTING

WATER FOUNTAIN

RETAIN AND PROTECT

EXISTING SEWER VAULT

RETAIN AND PROTECT

EXISTING SEWER

HOOKUP

REPLACE POTABLE WATER

HOOKUP AND PIPING FROM

WELL HOUSE WITH NEW

RETAIN AND PROTECT EXISTING

PRECAST CONCRETE PUMP

HOUSE SEE P101 FOR PUMP

HOUSE UPGRADES

RETAIN AND PROTECT

EXISTING WELL

RETAIN AND PROTECT EXISTING

COMMUNICATION LINES

REMOVE EXISTING

PIPING TO MAKE WAY

FOR NEW

DEMOLISH YARD HYDRANT

FOUNTAIN (TYP-5 PLACES)

RETAIN AND PROTECT EXISTING

PRECAST CONCRETE

ELECTRICAL SHELTER

RETAIN AND PROTECT EXISTING

IRRIGATION LINES

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NOTES:

1. APPROXIMATE LOCATION OF SHADE STRUCTURE IS SHOWN ON

THE PLANS. THE FINAL LOCATION WILL BE DETERMINED BY THE

GOVERNMENT.

2. INSTALL NEW WATER LINES JUST TO THE SIDE OF THE ROAD

AND OUT OF THE VEGETATION. DO THIS EXCEPT WHERE

SHOWN OTHERWISE ON THE PLANS.

3. HYDROSEED ALL DISRUPTED AREAS OUTSIDE OF ROADS,

PARKING AND CONCRETE PADS.

KEY NOTES:

1. PROVIDE AND INSTALL NEW 2" HDPE DR 11 WATER PIPE TO CAMP

SITES PER PLANS AND TRENCH PER DETAIL 1/C501. SEE NOTE 2.

2. PROVIDE AND INSTALL NEW HYDRANT PER DETAIL 2/C501 (TYP).

3. UPGRADE EXISTING PUMP HOUSE SEE SHEET P101.

4. MAINTAIN A MINIMUM OF 10 FT HORIZONTAL SEPARATION

BETWEEN SEWER AND NEW WATER LINES.

5. PROVIDE AND INSTALL 16 FT BY 40 FT CONCRETE PAD PER DETAIL

3/C501.

6. PROVIDE AND INSTALL SHADE STRUCTURE ON CONCRETE PAD

PER SHEET C502. SEE NOTE 1.

7. CROSS EXISTING WATERLINE PER DETAIL 5/C501.

8. PROVIDE AND INSTALL ANSI/AWWA C509 2" RESILIENT SEATED

GATE VALVE PER ISPWC SD406 (TYP).

SEE SHEET C104

PLACE HYDRANT NEAR THE GROUP

SHADE SHELTER AS DIRECTED BY

GOVERNMENT

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NOTES:

1. PLACE NEW ~16 FT BY ~45 FT CONCRETE PAD 5 FT NORTH OF

EXISTING RV PAD.

KEY NOTES:

1. UPGRADE EXISTING PUMP HOUSE SEE SHEET P101.

2. MAINTAIN A MINIMUM OF 10 FT HORIZONTAL SEPARATION

BETWEEN SEWER AND NEW WATER LINES.

3. RETAIN AND PROTECT EXISTING SEWAGE VAULT SERVICE AND

HOOKUP.

4. PROVIDE AND INSTALL 16 FT WIDE CONCRETE PAD PER DETAIL

3/C501. SEE NOTE 1. MATCH ELEVATION OF EXISTING PAD

5. CROSS WATERLINE FROM WELL PER DETAIL 5/C501.

6. RETAIN AND PROTECT EXISTING COMMUNICATION SERVICE AND

HOOKUP

7. RETAIN AND PROTECT EXISTING ELECTRICAL SERVICE AND

HOOKUP.

8. RETAIN AND PROTECT EXISTING RV PAD.

9. PROVIDE AND INSTALL NEW 2" HDPE DR 11 WATER PIPE FROM

WELL HOUSE TO CAMP SITES PER PLANS TRENCH PER DETAIL

1/C501.

10. PROVIDE AND INSTALL NEW HYDRANT PER DETAIL 2/C501.

11. PROVIDE AND INSTALL NEW 2" HDPE DR 11 WATER PIPE FROM

WELL PITLESS ADAPTER TO WELL HOUSE. TRENCH PER DETAIL

1/C501.

12. PROVIDE AND INSTALL NEW 1" HDPE DR 11 WATER PIPE FROM

WELL HOUSE TO CAMP SITES PER PLANS TRENCH PER DETAIL

1/C501.

25' MIN.

EXISTING

WELL

0'

21'

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SCALE:4 TYPICAL SLAB JOINTS

NTS

FIRST POUR SECOND POUR

1/2" DIA x 18" DOWEL @ 18" O.C.

1/8" SAWCUT OR

TOOLED JOINT

EXPANSION JOINT

MATERIAL

1/2" JOINT

3/8" SEALANT

NOTE:

CONSTRUCTION JOINTS & CONTROL JOINT FOR ALL FLATWORK SHALL DIVIDE SLAB INTO AREAS NOT

EXCEEDING 225 SQFT WITHOUT REENTRANT CORNERS AND WITH LENGTH TO WIDTH RATIOS NOT

EXCEEDING 1 1/2 TO 1. CONTRACTOR SHALL SUBMIT LAYOUT PLAN SHOWING PROPOSED CONTROL AND CONSTRUCTION JOINT LOCATIONS. JOINT SPACING SHALL NOT EXCEED 20 FEET IN EITHER DIRECTION.

CONTRACTOR SHALL HAVE CONTROL JOINTS IN SIDEWALKS EVERY 5 FEET AND EXPANSION JOINTS

EVERY 50 FEET MINIMUM.

CONSTRUCTION JOINT CONTROL JOINT

EXPANSION JOINT

SCALE:1 TYPICAL WET UTILITY TRENCH

NTS

MATCH ADJACENT

SURFACE TREATMENT

SIZE OF UTILITY

MAY VARY

SUITABLE SOIL

BACKFILL

WIDTH AS NEEDED

2xØ MIN

PIPE ZONE BEDDING

COURSE

1/2Ø MIN

TYP

NOTE: BACKFILL MATERIALS COMPACTION

- 95% STD PROCTOR UNDER SLABS AND ROADS

- 90% STANDARD PROCTOR MIN ALL OTHER AREAS

PIPE ZONE MATERIAL TO

SURROUND PIPE 3" MIN

DEPTH 3' MIN

UTILITY MARKING TAPE

12 AWG TRACING WIRE

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TRENCH PIPE PER DETAIL 1

SHEET C501

WOODFORD MODEL S3 YARD

HYDRANT OR APPROVED EQUAL

6' DIAMETER

BACKFLOW RESERVOIR OF

FROST FREE YARD HYDRANT

GROUND LEVEL

5% MAX SLOPE (TYP)

12" DIA BY 40" LONG

HDPE PIPE 15° SKEW

FILL PIPE WITH LOOSE

DRAINAGE COURSE GRAVEL

1" MINUS

CRUSHED

AGGREGATE

SURROUNDING

YARD HYDRANT

4 OZ/SY NONWOVEN GEOTEXTILE FABRIC PER AASHTO

M288.06 CLASS II FOR FINES GREATER THAN 50%.

LAP ENDS MINIMUM OF 1 FOOT INTO AROUND PIPE.

36"

1" FEMALE THREAD

36" MIN BURY

FROST LINE

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SCALE:2 TYPICAL HYDRANT DETAIL

NTS

SCALE:5 TYPICAL WATER LINE CROSSING

NTS

NOTE:

INSTALL POTABLE WATER LINE CROSSING WITH A MINIMUM OF

6 INCH CLEARANCE BETWEEN PIPES.

SCALE:3 TYPICAL THICKENED EDGE CONCRETE SLAB

NTS

FIRM NATIVE SOILS OR

ENGINEERED COMPACTED FILL

IMPROVED GRAVEL

SURFACE WHERE OCCURS

6" CRUSHED AGGREGATE

BASE COURSE

6" CONCRETE REINFORCED WITH #4 BARS

@ 18" O.C. EACH WAY

THICKENED EDGE SLAB

6"

NOTE:

INSTALL CONSTRUCTION JOINTS & CONTROL JOINTS PER

DETAIL 4 SHEET 501.

NOTE:

1. PER MANUFACTURERS RECOMMENDATION.

GROUND SURFACE

POTABLE LINE

POTABLE LINE

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PAVILION STRUCTURE SECTION2

5'4'3'2'0 1'1' 6' 7'

PAVILION STRUCTURE SECTIONA

5'4'3'2'0 1'1' 6' 7'

PAVILION STRUCTURE PLAN VIEW1

5'4'3'2'0 1'1' 6' 7'

C502

6" MIN CONCRETE

SLAB WITH #4 BARS

@ 18" O.C. EACH WAY

6" MIN OF 3 4" CRUSHED

AGGREGATE

SLOPE PAD TO DRAIN,

2% MAX SLOPE IN ALL

DIRECTIONS

20' X 40' GABLE SHELTER RCP

SHELTER MODEL TS-G2040-04

OR APPROVED EQUAL

17'18'-6" 18'-6"

8'

STANDING SEAM METAL

ROOF SHEETING

40'

20'

A C502

RIDGE

STRUCTURAL NOTES:

1. RCP (OR APPROVED EQUAL) GABLE SHELTER STEEL COLOR TO BE APPROVED BY

THE GOVERNMENT.

2. RCP (OR APPROVED EQUAL) METAL ROOF SHEETING COLOR TO BE APPROVED BY

THE GOVERNMENT.

FINAL BUILD AND FOUNDATION DESIGN NOTES:

1. ALL COLUMN SIZES AND LOADS REPRESENTED IN THIS FOUNDATION PLAN WERE

ASSUMED. ACTUAL SIZES, LAYOUT, AND LOADING SHALL BE PROVIDED BY THE

CONTRACTOR-PROVIDED PRE-ENGINEERED SHELTER DESIGNER.

2. ALL RELEVANT LOADS AND LOAD COMBINATIONS PER ASCE 7 SHALL BE CHECKED

FOR MOST CRITICAL.

3. THE FINAL FOUNDATION DESIGN SHALL BE BY THE CONTRACTOR-PROVIDED

FOUNDATION ENGINEER WITH THE ACTUAL SIZES, LAYOUT, AND LOADS PROVIDED

BY THE CONTRACTOR-PROVIDED PRE-ENGINEERED SHELTER DESIGNER.

4. COLUMNS BASE PLATES AND ANCHOR BOLT REQUIREMENTS SHALL BE PROVIDED

BY THE CONTRACTOR-PROVIDED PRE-ENGINEERED SHELTER DESIGNER.

5. THE CONTRACTOR IS RESPONSIBLE FOR FINAL FOUNDATION AND DESIGN AND

SHALL COORDINATE ALL APPROVALS WITH THE GOVERNMENT.

PAVILION FOUNDATION DESIGN DRAWINGS ON SHEET C502

ARE FOR REFERENCE ONLY.

SCALE: NTS

PAVILION SHELTER FOOTING DETAIL (TYP)3

STEEL POSTS (TYP)

6" MIN CONCRETE SLAB WITH #4

BARS @ 18" O.C. EACH WAY MIN

(30) #4 VERTICAL REINFORCEMENT

BARS EVENLY SPACED

#3 REINFORCEMENT

HOOPS @ 8" O.C.

FIRM NATIVE SOIL OR ENGINEERED

COMPACTED FILL

#3 REINFORCEMENT HOOPS @ 8" O.C.

(30) #4 VERTICAL REINFORCEMENT

BARS EVENLY SPACED

ANCHOR BOLTS PER

PRE-ENGINEERED METAL BUILDING

MANUFACTURERS SPECIFICATION

6" MIN OF 3/4" CRUSHED

AGGREGATE

Ø3'-6" CONCRETE FOOTING

Ø3'-6"

3" MIN3" MIN

5'-3" MIN

EMBEDMENT

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AV

DOMESTIC COLD WATER

DOMESTIC HOT WATER

DOMESTIC HOT WATER RECIRC.

NON POTABLE COLD WATER

SANITARY SEWER

VENT

FLOOR CLEAN OUT

WALL CLEAN OUT

CONDENSATE DRAIN

ROOF DRAIN

OVERFLOW DRAIN

CONDENSATE RETURN

SLOPE DOWN IN DIRECTION OF FLOW

DCW

HWC

NPCW

DHW

SS

VT

FCO

WCO

CD

CR

RD

OD

S=.XXX

DE

X

ISOLATION VALVE

BALL VALVE

BUTTERFLY VALVE

GLOBE VALVE

GAS SHUT-OFF COCK

CHECK VALVE

Y-TYPE STRAINER

WATER OUTLET (TYPE INDICATED)

BACKFLOW PREVENTER (TYPE INDICATED)

SLEEVE (PIPE) THRU WALL OR FLOOR

FLEX CONNECTOR (TYPE INDICATED)

HOSE END DRAIN VALVE

PRESSURE REDUCING VALVE

TEMP. & PRESSURE RELIEF VALVE

AUTOMATIC AIR VENT

DIELECTRIC UNION

UNION

(AUTOMATIC) BALANCING VALVE

DIAL/GAUGE THERMOMETER

PRESSURE GAUGE

PIPE ANCHOR

SOLENOID VALVE

PLUG VALVE

VALVE IN RISER

INLINE PUMP

TEE DOWN

ELBOW UP

ELBOW DOWN

PIPE CAP

PIPE DRAIN & CAP

NEW PIPING

CENTRIFUGAL PUMP

LINE SIZE CHANGE

TURBINE WATER METER

T-TYPE STRAINER

ALTITUDE VALVE

SUMP PUMP

HOSE BIBB

DRAIN

INSTRUMENT WIRE

AIR/VACUUM VALVE

INSTRUMENT

REPLACE "XX" WITH THE FOLLOWING

WBG - WATER BOARD GAGE

LE - LEVEL ELEMENT

LT - LEVEL TRANSMITTER

LD - LEVEL DISPLAY

P - ANALOG PRESSURE GAUGE

PG - PRESSURE GAUGE, DIGITAL

WM - WATER METER TRANSMITTER

PS - PRESSURE SWITCH

LS - LEVEL SWITCH

BREAK LINE

XX

REVISION NUMBER

DETAIL BUBBLE

SECTION CUT

P102

SHEET NO. - WHERE SECTION

IS SHOWN

SECTION LETTER

SHEET NO. - WHERE DETAIL

IS SHOWN

DETAIL NUMBER

-PUMPS AND INSTRUMENTS- -VALVES AND GAGES- - ABBREVIATIONS -

NORTH ARROW

EQUIPMENT TAG

KEY NOTE

(NOTE: NOT ALL SYMBOLS OR ABBREVIATIONS SHOWN ARE USED ON THESE DRAWINGS)PLUMBING LEGEND

EF-1

HATCHING INDICATES

ITEM(S) TO BE

REMOVED

SAFETY RELIEF VALVE

A P102

UNDERGROUND PIPING, XXX= SYSTEM

DESIGNATOR

GAS REGULATOR

COMPRESSED AIRCA

S

Hb

XXX

TEE UP

NATURAL GASNG

LIMIT OF DEMOLITION (SHADED AND HATCHED)

CONNECT NEW (SHADED) TO EXISTING

PRESSURE REGULATOR

WATER HAMMER ARRESTOR

ANGLE VALVE / STOP

DIAPHRAGM VALVE

TEST PLUG (PETE'S PLUG)

QUICK CONNECT COUPLING

FLEX CONNECTION

FLOOR OR WALL PENETRATION (ISO VIEW)

FLANGED CONNECTION

BFP

FLEXPIPE

FLOOR DRAIN

FLOOR SINK

AAV AIR ADMITTANCE VALVE

AB.C. ABOVE CEILING

ACP AIR COMPRESSOR

AFF ABOVE FINISHED FLOOR

AV ACID VENT

AW ACID WASTE

BFF BELOW FINISHED FLOOR

BFP BACK FLOW PREVENTER

BG BELOW GRADE

BOP BOTTOM OF PIPE

BP BOOSTER PUMP

CA COMPRESSED AIR

CD CONDENSATE DRAIN

C.I.N.H CAST IRON NO HUB

CL CENTERLINE

CO CLEANOUT

CON CONCENTRIC

CONT. CONTINUED

CKV CHECK VALVE

CPVC CHLORINATED POLYVINYL CHLORIDE

CW COLD WATER

CX CONNECT TO EXISTING

(D) PIPE DROP

DCW DOMESTIC COLD WATER

DF DRINKING FOUNTAIN

DHW DOMESTIC HOT WATER

DN PIPE DROP TO NEXT LEVEL

DTL DETAIL

(E) EXISTING

ECC ECCENTRIC

EEW EMERGENCY EYE WASH

ESW EMERGENCY SAFETY SHOWER

ET EXPANSION TANK

F FIRE SERVICE

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FFHB FROST FREE HOSE BIBB

FIL FILTER

FND FOUNDATION DRAIN

FM FLOW METER

F.R.R. FEMALE RESTROOM

FS FLOOR SINK

GCO GRADE CLEANOUT

HB HOSE BIB

HW HOT WATER

HWC HOT WATER CIRCULATION

HWR HOT WATER RETURN

HWS HOT WATER SUPPLY

IDW INDIRECT WASTE

IRR INVERT ELEVATION IRRIGATION

LAV LAVATORY

LPG LIQUEFIED PETROLEUM GAS

LWCO LOW WATER CUTOFF

MAX MAXIMUM

MIN MINIMUM

M.R.R. MALE RESTROOM

MSB MOP SINK BASIN

NG NATURAL GAS

NIC NOT IN CONTRACT

NO NORMALLY OPEN (VALVE)

NC NORMALLY CLOSED (VALVE)

NTS NOT TO SCALE

OD OVERFLOW DRAIN

OH OVER HEAD

OFL OVERFLOW RAIN LEADER

(P) PUMP

PCV PRESSURE CONTROL VALVE

PEX CROSS LINKED POLYETHYLENE

(R) PIPE RISE

RD ROOF DRAIN

RP RECIRCULATION PUMP

R.R. REST ROOM

PVC POLYVINYL CHLORIDE

RIO ROUGH-IN ONLY

RW RECIRCULATED WATER

RWL RAIN WATER LEADER

(S) SINK

SHT SHEET

SCW SOFT COLD WATER

SOC SHUT OFF COCK (GAS)

SOV SHUT OFF VALVE

S.S. SANITARY SEWER

ST SAMPLE TAP

STR STRAINER

TYP TYPICAL

TPL TRAP PRIMER LINE

(U) URINAL

UG UNDERGROUND

UP PIPE RISE TO NEXT LEVEL

U.S. UNDER SLAB

US UTILITY SINK

UTR UP THRU ROOF

VA VALVE

VT VENT

VTR VENT THRU ROOF

(W) WASTE

WC WATER CLOSET

WCO WALL CLEANOUT

WHA WATER HAMMER ARRESTOR

WH WATER HEATER

WM WATER METER

WSR WATER SOFTENER

T

DESCRIPTION SYMBOL DESCRIPTIONSYMBOL

-PIPE LINEWORK-

DESCRIPTIONSYMBOL

-DRAINS-

DESCRIPTIONSYMBOL

-GRAPHIC SYMBOLS-

DESCRIPTIONSYMBOL

(N) NEW

1. COORDINATE PLUMBING FIXTURES AND RELATED PIPING WITH ALL OTHER

TRADES AS REQUIRED.

2. CONTRACTOR TO PROTECT AND MAINTAIN EXISTING UTILITIES AS INDICATED.

REFERENCE, PLUMBING, ELECTRICAL DRAWINGS. FIELD LOCATE

UNDERGROUND LINES, MARK, AND PROTECT AS NECESSARY. COORDINATE

PROTECTION AND ANY AND ALL TEMPORARY DISRUPTIONS OF SERVICE WITH

GOVERNMENT AS NECESSARY. PROVIDE ANY REQUIRED SHORING AND

STRUCTURAL SUPPORTS OF PIPING AND CONDUITS AS REQUIRED.

SCHEDULE WORK AND ANY REQUIRED INSPECTIONS TO MINIMIZE

DISRUPTION OF SERVICE AS NECESSARY.

3. LOCATE WATER PIPING IN HEATED AREAS ONLY. DO NOT LOCATE PIPING IN

NON-INSULATED ATTIC, CEILING OR WALL SPACES. DO NOT LOCATE WATER

PIPING IN ANY EXTERIOR WALL.

4. COORDINATE WITH ALL OTHER TRADES INCLUDING MECHANICAL FOR

EQUIPMENT, FIXTURES AND RELATED PIPING.

5. REFER TO PLUMBING FIXTURE SCHEDULE FOR CONNECTION SIZES. FIELD

VERIFY FOR TRANSITIONS REQUIRED FOR CONNECTING TO EXISTING PIPING.

GENERAL NOTES:

Juan L Rodriguez

Digitally signed by Juan L Rodriguez DN: CN=Juan L Rodriguez, dnQualifier=A01410C0000017D390FBB550001FB2C, O=CIRI DEVELOPMENT CORPORATION DBA

NORTH WIND GROUP, C=US

Location: NorthWind, Knoxville TN Reason: I am approving this document Contact Info: 7863518681 Date: 2022.11.07 08:57:02-05'00'

1. RETAIN AND CAP 2" RISER FROM WELL FOR FUTURE USE.

2. DEMOLISH COLD WATER LINE.

3. REMOVE PRESSURE TANK.

4. REMOVE PUMP AND PIPING UP TO THE 500 GALLON

STORAGE TANK.

5. RETAIN CAP AND PROTECT 500 GALLON STORAGE TANK

FOR FUTURE USE.

6. REMOVE PIPING ASSOCIATED WITH THE EXISTING WATER

FILTRATION SYSTEM.

7. REMOVE DRAIN LINE PIPING TO SUMP.

8. RETAIN AND PROTECT SUMP FOR FUTURE USE.

9. RETAIN AND CAP 2" RISER TO CAMPGROUND.

10. RETAIN AND PROTECT ALL OTHER UTILITIES INCLUDING

ELECTRICAL AND SANITARY SEWER.

11. RETAIN AND PROTECT EXISTING WELL HOUSE.

12. REMOVE ALL PIPING AND EQUIPMENT ASSOCIATED WITH

THE IRRIGATION SYSTEM.

DEMOLITION KEY NOTES:

SCALE:1 PUMP HOUSE DEMOLITION PLAN

NTS

Juan L Rodriguez

Digitally signed by Juan L Rodriguez DN: CN=Juan L Rodriguez, dnQualifier=A01410C0000017D390FBB550001FB2C, O=CIRI DEVELOPMENT CORPORATION DBA

NORTH WIND GROUP, C=US

Location: NorthWind, Knoxville TN Reason: I am approving this document

Date: 2022.11.07 08:58:09-05'00'

SCALE:1 PUMP HOUSE PLAN

NTS

1. 2" RISER FROM WELL (EXISTING PVC RISER).

2. 1" PVC PIPE WITH SOCKET CONNECTIONS.

3. PRESSURE RELIEF VALVE, ROUTE TO SUMP. SET TO 75 PSI.

4. ISOLATION VALVE IN THE OPEN POSITION DURING NORMAL

OPERATION.

5. TEE WITH SMOOTH NOSE SAMPLE TAP (NO CONNECTION

ALLOWED) AND PRESSURE GAUGE.

6. FLOWMETER (FM-1).

7. FILTER (FIL-1). FIELD ROUTE 1/2" BACKWASH LINE TO SUMP

ALONG GROUND. AUTOMATIC ISOLATION VALVE INSTALLED.

8. FLEX PIPE FOR TREATMENT SYSTEM. FIELD ROUTE.

9. BACK WASH LINE.

10. PRESSURE GAUGE. INSTALL SO AS TO BE ACCESSIBLE AND

READABLE.

11. HOSE BIB WITH BACKFLOW FOR SYSTEM DRAIN INSTALLED

NEAR GROUND LEVEL.

12. CHEMICAL CONTAINMENT PAD. 29.9" X 54.6" X 16.8". SEE DETAIL

2 / P-502

13. 2" LINE.

14. VERTICAL CHECK VALVE, PRESSURE GAUGE AND TEE (SHOWN

IN DETAIL DRAWINGS).

15. DRAIN LINE. ISOLATION TO REMAIN CLOSED DURING NORMAL

OPERATION.

16. INLET TO THE 500 GALLON STORAGE TANK. MATCH EXISTING

CONDITIONS.

17. OUTLET FROM THE 500 GALLON STORAGE TANK. OUTLET IS AT

GROUND LEVEL.

18. 500 GALLON STORAGE TANK (EXISTING).

19. EXPANSION TANK (ET-1). 211 GALLON, 2" NPTF CONNECTION.

CONNECT PRESSURE SWITCH TO PUMP P-1. SET CUT IN

PRESSURE TO 40 PSI AND CUT OUT PRESSURE TO 55 PSI.

20. PUMP (P-1). PROVIDE WITH AN AUTOMATIC SHUTOFF FOR LOW

PRESSURE ON THE INTAKE SIDE (LESS THAN 5 PSI) AND TO

CUT OFF TO AVOID EXCESSIVE TANK DRAW DOWN.

21. FILTRATION SYSTEM. SEE SCHEDULE AND P & ID FOR DETAILS.

22. REDUCER.

23. 2" SUCTION LINE AT GROUND LEVEL.

24. 2" DISCHARGE LINE. RISE TO LEVEL SUFFICIENT TO AVOID PIPE

WORK ON THE GROUND AND ALLOW FOR MANEUVERING

AROUND FOR MAINTENANCE.

25. 2" TANK DRAIN LINE. ROUTE ALONG GROUND.

26. 1" WELL DISCHARGE LINE. ROUTE AT GROUND LEVEL. VALVE

NORMALLY CLOSED.

27. 2" RISER TO CAMPGROUND AND TEE OFF TO 1" RISER TO

CAMP HOST SITE SERVICE (EXISTING).

28. SUMP PIT WITH COVER (EXISTING). MODIFY LID TO ACCEPT

THE VARIOUS WASTE LINES BEING ROUTED TO IT.

29. SUMP EXIT TO DRAIN FIELD (EXISTING).

30. UNION.

31. ELECTRICAL PANEL WITH 36" X 30" MIN. CLEARANCE IN FRONT.

QUALIFIED ELECTRICIAN TO VERIFY THAT THE PANEL HAS

SUFFICIENT CAPACITY FOR THE RE-DESIGNED SYSTEM.

32. EYEWASH STATION. PROVIDE HONEYWELL TWO (2) 32 OZ

BOTTLES ITEM # 32-000462-0000-H5 OR SIMILAR.

33. STORAGE TANK OVERFLOW, ROUTE TO SUMP.

34. RISE ALL NEW PIPING DISCHARGING TO THE SUMP A MINIMUM

OF 12" ABOVE SUMP PIT TO ALLOW FOR AN AIR GAP.

35. EXPANSION TANK (ET-2). 34 GALLON, 1 1/4" NPTF CONNECTION.

CONNECT PRESSURE SWITCH TO WELL PUMP. CUT IN AT 40

PSI AND CUT OUT AT 60 PSI.

36. SOLENOID VALVE. CONNECT TO LEVEL SWITCH INSIDE

STORAGE TANK. SET CUT IN AT 9" LEVEL DIFFERENTIAL FROM

THE TOP OF THE FULL TANK. (APPROX. 50 GALLONS). SEE

SCHEDULE FOR DETAILS.

37. REVERSE OSMOSIS SKID.

38. DOUBLE CHECK BACKFLOW PREVENTER, BFP-1.

39. UV LIGHT INSTALLED IN WATER STORAGE TANK. SEE

SCHEDULE FOR DETAILS. FOLLOW MANUFACTURERS

INSTRUCTIONS FOR PROPER INSTALLATION AND

DISINFECTION.

P501

TYP

KEY NOTES: GENERAL NOTES:

1. SECURE LINES RUN ALONG GROUND TO

PREVENT MOVEMENT.

2. ALL LINES AND FITTINGS ARE TO BE

SCHEDULE 40 PVC.

3. FOLLOW SPECIFICATION 220529 FOR

PIPING SUPPORT.

4. PIPING IS SHOWN DIAGRAMMATICAL.

EXACT DIMENSIONS AND LOCATIONS TO BE

MADE IN THE FIELD FOR FINAL FIT UP WITH

MINIMIZED BENDS AND FITTINGS. FIELD

VERIFY DIMENSIONS FOR EQUIPMENT

LOCATIONS TO ALLOW ACCESS FOR

OPERATIONS AND MAINTENANCE. ANY

DIMENSIONS SHOWN ARE FOR REFERENCE

ONLY

5. SEE SHEET P601 FOR SCHEDULE.

TYP

SCALE:2 VERTICAL RUN

NTS

TYP

P101

P501

2'-11"

12" MIN

Juan L Rodriguez

Digitally signed by Juan L Rodriguez DN: CN=Juan L Rodriguez, dnQualifier=A01410C0000017D390FBB550001FB2C, O=CIRI DEVELOPMENT CORPORATION DBA

NORTH WIND GROUP, C=US

Location: NorthWind, Knoxville TN Reason: I am approving this document

Date: 2022.11.07 08:59:00-05'00'

PS

LS

P

P

P

PS

BF

P

Hb

S

S

500 GALLON

STORAGE TANK

(EXISTING)

ST-1

2" LINE

FROM WELL

(8 GPM MAX FLOW)

DISCHARGE TO SUMP

PROVIDE

AIR GAP (TYP)

PRESSURE TANK 40 / 55

PRE-CHARGE TO 38 PSIG

2" LINE TO CAMPGROUND

SCALE:1 PUMP HOUSE P & ID

NTS

CONNECT TO

SOLENOID VALVE. SET TO ACTIVATE

WHEN TANK EMPTIES 9" FROM THE

TOP (APPROXIMATELY 50 GALLONS)

CONNECT

PRESSURE

SWITCH TO

PUMP P-1

PUMP HOUSE WALL

PUMP HOUSE WALL

PRESSURE

RELIEF VALVE. SET TO

75 PSI.

2" X 1"

HB-1

FIL-1 FM-1

2" X 1"

2" X 1 1/4"

P-1

ET-1

2" LINE

2" LINE

1" LINE1" LINE

1" LINE

1" LINE

1/2" LINE

2" LINE

CONNECT

PRESSURE

SWITCH TO

WELL PUMP

PRESSURE TANK 40 / 60

PRE-CHARGE TO 38 PSIG

ET-2

ST-1

FLOW NARRATIVE

1. A PRESSURE SWITCH AT THE EXPANSION TANK (ET-2) CONTROLS THE WELL PUMP. THE PRESSURE SWITCH IS SET TO CUT IN AT 40 PSI AND CUT OUT AT 60 PSI.

2. WATER ENTERS THE PUMP HOUSE IN THE WEST CORNER OF THE BUILDING PASSING THE PRESSURE TANK (ET-2) AND A BRANCH LINE TO THE SUMP. THE VALVE ON THE BRANCH LINE IS

NORMALLY CLOSED.

3. WATER THEN PASSES BY A SMOOTH NOSE SAMPLE TAP AND CONTINUES TO FLOW THROUGH THE FLOWMETER AND INTO THE FILTRATION SYSTEM. THE SYSTEM CONSISTS OF A 60 MICRON FILTER WITH AUTOMATIC BACKWASH, REMOVING THE LARGER DIRT AND DEBRIS BEFORE PASSING THROUGH THE PURIFICATION SYSTEM. THE WATER THEN PASSES THROUGH PRECHLORINCATION SYSTEM AND ONTO A MULTIMEDIA FILTRATION UNIT TO FURTHER REMOVE SMALLER PARTICLES. AN ACTIVATED CARBON FILTER IS THEN USED TO ENSURE THE WATER HAS NO ODORS, DISCOLORATION OR RESIDUAL CHLORINE. LASTLY THE WATER PASSES THROUGH AN ANTI SCALANT DOSING SYSTEM IN PREPARATION FOR THE REVERSE OSMOSIS PROCESS.

4. THE REVERSE OSMOSIS SYSTEM IS CAPABLE OF TREATING 6000 GALLONS OF HIGH TDS (TOTAL DISSOLVED SOLIDS) PER DAY OR AROUND 4 GPM. AS THE WATER PASSES THROUGH, ALL IMPURITIES ARE REMOVED AND THE WATER THEN FLOWS THROUGH A CALCITE FILTER TO INCREASE THE WATER pH LEVELS BEFORE ENTERINGTHE 500 GALLON STORAGE TANK.

5. FLOW INTO THE STORAGE TANK IS CONTROLLED BY A SOLENOID VALVE THAT IS CONNECTED TO A LEVEL SWITCH INSIDE THE TANK. THE LEVEL SWITCH IS SET TO OPEN THE SOLENOID WHEN WATER LEVEL FALLS BELOW 9" FROM THE TOP OF THE TANK (ABOUT 50 GALLONS OF WATER). THIS WILL THEN CAUSE THE PRESSURE IN THE SYSTEM TO DROP, TURNING ON THE WELL PUMP.

THE WELL PUMP OPERATES AT A MAX FLOWRATE OF 8 GPM ALTHOUGH THE REVERSE OSMOSIS SYSTEM IS CAPABLE OF MAINTAINING A 4 GPM FLOWRATE. THE WATER IN THE STORAGE TANK

REMAINS CLEAN BY THE USE OF AN ULTRAVIOLET DISINFECTION SYSTEM LOCATED INSIDE.

6. WHEN WATER IS NEEDED, PUMP P-1 AND PRESSURE TANK ET-1 REGULATE THE PRESSURE AND FLOW IN THE WATER LINE TO THE CAMPGROUND. WHEN WATER IS BEING CALLED FOR, A PRESSURE SWITCH AT ET-1 SET TO CUT IN AT 40 PSI AND CUT OUT AT 55 PSI TURNS ON THE PUMP TO BRING WATER FROM THE STORAGE TANK TO THE SYSTEM.

7. THERE IS ONE LOCATION FOR WATER SAMPLING AND VARIOUS LOCATIONS FOR PRESSURE GAUGES TO VERIFY THAT THE SYSTEM IS PROPERLY PRESSURIZED.

8. THE SUMP RECEIVES THE DISCHARGE OF THE FIL-1 FILTER BACKWASH, THE WELL PUMP DISCHARGE LINE, THE PURIFICATION SYSTEM BACKWASH, THE RO SYSTEM DISCHARGE AND THE

STORAGE TANK DRAIN LINE.

NC

NC

1" LINE

MMF-1TCF-1ADS-1 PDS-1

ROS-1

CAF-1

PRESSURE

RELIEF VALVE.

SET TO 75 PSI.

SOV-1

Juan L Rodriguez

Digitally signed by Juan L Rodriguez DN: CN=Juan L Rodriguez, dnQualifier=A01410C0000017D390FBB550001FB2C, O=CIRI DEVELOPMENT CORPORATION DBA

NORTH WIND GROUP, C=US

Location: NorthWind, Knoxville TN Reason: I am approving this document

Date: 2022.11.07 09:00:05-05'00'

GENERAL NOTES:

1. SUPPORT AND INSTALL EQUIPMENT PER

MANUFACTURERS WRITTEN INSTRUCTIONS OR

OTHERWISE PER SPECIFICATION 220529

2. DIMENSIONS SHOWN ARE FOR REFERENCE ONLY

UNLESS NOTED. FIELD VERIFY DIMENSIONAL

ACCURACY.

SCALE: NTS

PUMP DETAIL1

P501

CHECK VALVE

2" X 1"

2" X 1 1/4"

PUMP (P-1)

CONCRETE ANCHORS INSTALLED

INTO THE FLOOR

VIBRATION

ISOLATION

PAD (V-1)

2" INLET

2" OUTLET

2'-11"

SCALE: NTS

CHEMICAL FEED CONTAINMENT SYSTEM2

P501

CHEMICAL FEED LINE

DOSING PUMP

AND CONTROLLER

35 GALLON

CHEMICAL

STORAGE TANK

CHEMICAL

FILL CAP

PRIMARY

CONTAINMENT

MIN 40 GAL.

SECONDARY

CONTAINMENT

MIN 53 GAL.

1'-6"

PRESSURE RELIEF VALVE

ROUTE TO SUMP AND

PROVIDE AIR GAP

PROVIDE WITH LID

AND VENTING

Juan L Rodriguez

Digitally signed by Juan L Rodriguez DN: CN=Juan L Rodriguez, dnQualifier=A01410C0000017D390FBB550001FB2C, O=CIRI DEVELOPMENT CORPORATION DBA

NORTH WIND GROUP, C=US

Location: NorthWind, Knoxville TN Reason: I am approving this document

Date: 2022.11.07 09:01:01-05'00'

EQUIPMENT SCHEDULE

TAG DESCRIPTION CONN. SIZE QTY

ADS-1 ANTI-SCALANT DOSING SYSTEM, ADJUSTABLE METERING PUMP, POLYETHYLENE SOLUTION TANK, MANUAL, 220V/1PH/60HZ. PURE AQUA MODEL CDS-36-G-15. PROVIDE WITH 5 GAL OF ANTI SCALANT. CONNECT POWER INTO REVERSE OSMOSIS CONTROL PANEL. 1/4" 1

BFP-1 DOUBLE CHECK BACKFLOW PREVENTER. 1" LEAD FREE CAST COPPER SILICON ALLOY. ASSE 1015, AWWA C510. WATTS MODEL # LF007M1QT 1" 1

CAF-1 12" FRP TANK CALCITE FILTER COMPLETE WITH MEDIA, 2510 FLECK VALVE 1" 1

ET-1 WELL X-TROL MODEL NUMBER WX-452C. 211 GALLON 30" DIAM X 91" HEIGHT. 38 PSI PRECHARGE. CUT IN 40 PSI. CUT OUT 55 PSI 2" 1

ET-2 WELL X-TROL MODEL NUMBER WX-205D. 34 GALLON 22" DIAM X 30" HEIGHT. 38 PSI PRECHARGE. CUT IN 40 PSI. CUT OUT 60 PSI 1 1/4" 1

FIL-1 RUSCO SPINDOWN SEDIMENT FILTER. PROVIDE WITH MOTORIZED STAINLESS STEEL VALVE WITH TIMER (CLEAN WATER SYSTEMS PART # V3002950). 110V

AC. DRAIN VALVE IS 1/2" OUTLET. PROVIDE 60 MICRON MESH. THREADED CONNECTION 1" 1

FM-1 DIGITAL FLOW METER, BADGERMETER E-SERIES ULTRASONIC, PROVIDE TOTALIZING AND INSTANTANEOUS FLOW MEASURMENTS, .4 TO 55 GPM, 20 YEAR

NON REPLACEABLE BATTERY 1" 1

HB-1 HOSE BIB, LEGEND VALVE AND FITTING MODEL # R-671NL. PROVIDE WITH VACUUM BREAKER MODEL # T-553NL 3/4" 1

MMF-1 8" FRP TANK MULTIMEDIA FILTER COMPLETE WITH MEDIA, 5812 FLECK VALVE, 1" PIPE SIZE, 220V/1PH/60HZ. PUREAQUA MODEL 56F8075MM. 3/4" / 1" 1

PDS-1 PRECHLORINATION DOSING SYSTEM, ADJUSTABLE METERING PUMP, POLYETHYLENE SOLUTION TANK, MANUAL, 220V/1PH/60HZ. PUREAQUA MODEL

CDS-36-G-15. CONNECT POWER INTO THE REVERSE OSMOSIS CONTROL PANEL 1/4" 1

ROS-1 REVERSE OSMOSIS SYSTEM TO PRODUCE 6000 GPD AT MAXIMUM 5000 PPM FEED WATER TDS, 220V/1PH/60HZ. PURE AQUA MODEL BW-6.0K-440 1" 1

ST-1 SMOOTH NOSE SAMPLE TAP. LEGEND VALVE AND FITTING MODEL # R-671NL. 1/2" MODEL HAS A NON THREADED SWEAT OUTLET 1/2" 1

SOV-1 SOLENOID VALVE. 2 WAY 2 POSITION NORMALLY CLOSED. 120V 15VA POWER. NSF RATED, SLOW CLOSE OPERATION. 1" FNPT CONNECTION. AUTOMATION DIRECT P/N 21WN6K1E250-10T5-A. PROVIDE WITH FLOAT SWITCH, MANUFACTURER: SJE-RHOMBUS P/N SJE PUMPMASTER WPS 1" 1

TCF-1 10" FRP TANK CARBON FILTER COMPLETE WITH MEDIA, 5812 FLECK VALVE, 1" PIPE SIZE, 220V/1PH/60HZ. 3/4" / 1" 1

UV-1 TANK MASTER UV LIGHT. 120 V / .115 kW. MODEL TMH064 25-8564A6 OR SIMILAR. 62.6875" INSERTION DEPTH 1" 1

V-1 MASON INDUSTRIES VIBRATION ISOLATION PAD. MODEL BBNR -- 1

NOTES

1. ALTERNATIVE EQUAL FIXTURES MAY BE SUBMITTED FOR CONSIDERATION DURING CONSTRUCTION SUBMITTAL PROCESS. ALTERNATIVE FIXTURES WILL REQUIRE CONSTRUCTION MANAGER AND SUBMITTAL

APPROVAL PRIOR TO BEING PROCURED.

2. MANUFACTURER'S SERIES SHOWN INDICATE BASIC FIXTURE TYPES REQUIRED FOR THIS PROJECT. VERIFY WITH MANUFACTURER TO INCLUDE ALL ACCESSORIES REQUIRED FOR ACTUAL INSTALLATION.

3. PROVIDE SUFFICIENT UV INSTALLED AS PER MANUFACTURER TO REACH ALL SECTIONS OF THE TANK AND TREAT 100% OF THE WATER.

PUMP SCHEDULE

TAG MANUFACTURER MODEL DESCRIPTION MECHANICAL SEAL ELECTRICAL MOTOR IMPELLER SUCTION DISCHARGE QTY

P-1 BELL AND GOSSETT E-3530 SERIES #

AM1 1 G 1 B 2 END SUCTION PUMP

ROTARY: CARBON.

STATIONARY:SILICON CARBIDE.

ELASTOMER: EPR. METAL PARTS: 316L

115 V, 1 PH, 60 Hz 2 HP ODP 5-3/4" 1-1/4" NPT 1" NPT 1

Juan L Rodriguez

Digitally signed by Juan L Rodriguez DN: CN=Juan L Rodriguez, dnQualifier=A01410C0000017D390FBB550001FB2C, O=CIRI DEVELOPMENT CORPORATION DBA

NORTH WIND GROUP, C=US

Location: NorthWind, Knoxville TN Reason: I am approving this document

Date: 2022.11.07 09:02:13-05'00'