Porcupine_Dwg_95Percent_06_17_2016.pdf

95% SUBMITTAL - (6/20/2016)

NO SCALE

TWIN FALLS, ID

MAGIC MOUNTAIN SKI AREA

VICINITY MAP

PROJECT LOCATION

HANSEN

PROJECT DESCRIPTION:

1. PROJECT HISTORY: THE EXISTING WATER SYSTEM SOURCE, PORCUPINE SPRINGS, HAS BEGUN TO SHOW SIGNS OF

SURFACE WATER INFLUENCE. THIS PROJECT IS TO COMMISSION AN EXISTING WELL AS THE NEW SOURCE FOR THE

WATER SYSTEM.

2. THE PROJECT INCLUDES:

2.1. MODIFYING AN EXISTING WELL AND INSTALLING A NEW SOLAR-POWERED SUBMERSIBLE PUMP

2.2. INSTALLING A NEW UTILITY BUILDING WITH PLUMBING APPURTENANCES AND SOLAR-POWERED ELECTRICAL SYSTEM

2.3. INSTALLING NEW BURIED WATERLINE

2.4. INSTALLING A NEW WATER HYDRANT

2.5. INSTALLING A REMOTE TELEMETRY SYSTEM FOR COMMUNICATION BETWEEN THE PUMP CONTROLS AND THE TANK

LEVEL FLOATS

2.6. DISCONNECTING THE EXISTING SPRING SOURCE FROM THE WATER SYSTEM (AT THE EXISTING TANK)

2.7. ALL WORK TO DECOMMISSION THE EXISTING SPRING SOURCE AND PUMP SYSTEM WILL BE COMPLETED BY OTHERS

(NOT IN CONTRACT).

PROJECT LOCATION:

THE PROJECT IS LOCATED ON THE TWIN FALLS RANGER DISTRICT OF THE SAWTOOTH NATIONAL FOREST, AND IS LOCATED IN CASSIA COUNTY, IDAHO, APPROXIMATELY 26 MILES SOUTH AND 9 MILES EAST OF TWIN FALLS, APPROXIMATELY 35 MILES BY ROAD FROM TWIN FALLS (OVER THE DIVIDE ABOVE THE MAGIC MOUNTAIN SKI RESORT) AT AN ELEVATION OF APPROXIMATELY 7020 FEET. IT IS LOCATED IN THE SW1/4 OF SECTION 30, T14S, R19E (LATITUDE 42°10'19"N, LONGITUDE 114°16'39"W).

SCHEDULE OF ITEMS

W

W W

W W

W

W

W W

W

W

W

W

W

W

W

W

X

X

W

W

W

LEGEND:

NEW WATERLINE

EXISTING WATERLINE

NEW ELECTRICAL LINE

NEW AIR LINE (FOR WELL)

EXISTING DAYLIGHT DRAIN

NEW PUMPOUT DRAIN

CURB VALVE AND BOX (EXISTING/NEW)

EXISTING WELL

NEW HYDRANT - STANDARD TYPE A

EXISTING ASPHALT ROAD

EXISTING AGGREGATE ROAD OR PARKING AREA

MAJOR CONTOUR AND ELEVATION (FEET)

W

W

E

A

SEE SHEET C3

EXISTING FENCED SPRING

DEVELOPMENT TO BE ABANDONED

BY OTHERS (NOT IN CONTRACT)

SEE SHEET C2

EXISTING 4" HDPE WATERLINE

FOREST ROAD 500

EXISTING PARKING AREA

ACCESS TANK VIA

EXISTING OHV TRAIL,

SEE NOTE 15

TO MAGIC MOUNTAIN SKI AREA (APPROX. 1 MILE)

TO TWIN FALLS (38 MILES)

TO PORCUPINE SPRING CAMPGROUND

FOREST ROAD 541 TO

ORGANIZATIONAL CAMPS

NOTES:

1. ALL WATERLINE SHALL BE SLOPED A MINIMUM 2% TO DRAIN.

2. BURY WATERLINE A MINIMUM OF 66 INCHES. ADDITIONAL DEPTH MAY BE REQUIRED TO

MAINTAIN A MINIMUM SLOPE OF 2%.

3. LOCATION AND ORIENTATION OF ALL STRUCTURES AND HYDRANTS SHALL BE APPROVED

BY THE CONTRACTING OFFICER PRIOR TO INSTALLATION.

4. AN EXTENSIVE EFFORT HAS BEEN MADE TO LOCATE ALL POSSIBLE EXISTING UTILITY

LINES FROM RECORDS AND EVIDENCE IN THE FIELD, HOWEVER, THE COMPLETENESS OR

ACCURACY OF THE LOCATIONS SHOWN CANNOT BE GUARANTEED. THE CONTRACTOR IS

RESPONSIBLE FOR ESTABLISHING THE LOCATION OF ALL EXISTING UTILITIES. ANY

LOCATION STAKED OR SHOWN IS APPROXIMATE. CALL 811 TO HAVE UTILITIES MARKED

BEFORE BEGINNING CONSTRUCTION. IF CONFLICTS ARE FOUND, NOTIFY THE

CONTRACTING OFFICER.

5. THE MINIMUM ALLOWABLE BENDING RADIUS FOR HDPE PIPE IS 30 TIMES THE NOMINAL

PIPE DIAMETER.

NOM. PIPE DIA. MIN. BENDING RADIUS

2" 5'-0" 6" 15'-0"

6. INSTALL THE WATER SYSTEM ACCORDING TO APPLICABLE FEDERAL, STATE AND LOCAL

REGULATIONS FOR PUBLIC DRINKING WATER SYSTEMS.

7. CLEARING LIMITS SHALL BE 10 FEET ON BOTH SIDES OF THE WATERLINE TRENCH. THE

CONTRACTOR SHALL USE CAUTION AND AVOID DAMAGE TO TREES AND VEGETATION.

THE CONTRACTOR SHALL CONFINE ALL OPERATIONS AND ACTIVITIES TO WITHIN THE

CLEARING LIMITS.

8. CONNECTIONS BETWEEN NEW AND EXISTING WATERLINES SHALL BE INSTALLED IN

MANNER RECOMMENDED BY THE PIPE MANUFACTURER AND APPROVED BY THE

CONTRACTING OFFICER. USE HDPE/GSP TRANSITION FITTINGS FOR CONNECTIONS TO

GALVANIZED STEEL. USE HDPE/PVC TRANSITION FITTINGS FOR CONNECTIONS TO PVC

PIPE. COMPRESSION-TYPE FITTINGS ARE NOT ALLOWED.

9. WHERE WATER LINES CROSS THE AGGREGATE PARKING AREA, REPAIR SURFACING WITH

COMPACTED AGGREGATE, GRADING G. SEE TRENCH DETAIL, SHEET C4.

10. WATERLINES SHALL BE INSTALLED A MINIMUM OF 25' FEET FROM VAULT TOILETS AND

SEPTIC TANKS.

11. ON LATERALS AND DRAINLINES, INSTALL CURB VALVES AND BOXES 2 FEET FROM TEE OR

LINE TO BE DRAINED UNLESS SHOWN OTHERWISE.

12. ALL HYDRANT LATERALS SHALL BE 2" HDPE UNLESS DESIGNATED OTHERWISE. SLOPE

ALL HYDRANT LATERALS TO DRAIN TOWARD THE MAINLINE.

13. SEE SHEETS C2 FOR WATERLINE PROFILE.

14. DO NOT INSTALL HYDRANTS, AIR RELEASE VALVES, OR ANY OTHER PLUMBING IN THE

UTILITY BUILDING UNTIL THE UPSTREAM WATERLINES HAVE BEEN FULLY FLUSHED OF

DEBRIS ACCORDING TO THE SPECIFICATIONS.

15. ACCESS TO THE EXISTING TANK FOR CONSTRUCTION VEHICLES SHALL BE VIA THE

EXISTING OHV TRAIL; OR OTHER ROUTE AS DESIGNATED BY THE CONTRACTING OFFICER.

16. POINT TABLE ABBREVIATIONS:

16.1. "CP" = CONTROL POINT

EXISTING VALVES

EXISTING 4" HDPE

EXISTING HYDRANT

(ABANDONED)

DAYLIGHT DRAIN

EXISTING 2" HDPE

(APPROX. LOCATION)

EXISTING HYDRANTS

EXISTING SNOWPLAY AREA

POINT TABLE

POINT

NORTHING

15334725.6

15334824.5

EASTING

751660.5

751976.3

ELEVATION

6974.1

6967.0

DESCRIPTION

CP1

CP3

EXISTING 4" HDPE WATERLINE

(SERVES AS SUPPLY TO TANK FROM WELL, AND

ALSO SERVES AS DISTRIBUTION LINE FOR

DIAMOND FIELD JACK CAMPGROUND, THE GUARD

STATION AND THE OTHER CAMPGROUNDS)

EXISTING WATERLINE TO PORCUPINE SPRINGS

CAMPGROUND (APPROX. LOCATION)

EXISTING WATERLINE

FROM SPRING (TO BE

ABANDONED IN PLACE)

WATERLINE CONTINUES TO ROCK CREEK

GUARD STATION AND PETIT AND

UPPER/LOWER PENSTEMON CAMPGROUNDS

DIAMOND FIELD JACK

CAMPGROUND

0+00 1+00 2+00 3+00 4+00 4+11

MAIN WATERLINE STA. 0+00 TO END

1" = 30' HORIZ., 1" = 6' VERT.

-8.0%

2.6%

1.0%

1.5%

STA: 0+00.0

ELEV: 6959.8

STA: 0+23.0

ELEV: 6958.0

STA: 4+10.7

ELEV: 6963.9

STA: 1+81.1

ELEV: 6959.6

STA: 3+34.3

ELEV: 6961.8

STA: 0+00

CONNECT TO UTILITY BUILDING

STA: 0+23

INSTALL TEE TO PUMPOUT DRAIN

STA: 4+11

CONNECT TO EXISTING 2" HDPE WATERLINE

6" HDPE (OVERSIZED PIPE)2" HDPE

PIPE INVERT

EXISTING GROUND

W

W

W

W

W

W

W

W

WA

A

W W W W W W W W W W W W

W

W

E

E

4+11

0+00

1+00

2+00

3+00

4+00

10 11

12 13

EXISTING PARKING AREA

CONNECT TO NEW PUMPHOUSE

INSTALL NEW HYDRANT. HYDRANT TO ALSO

SERVE AS AIR RELIEF FOR 6-INCH PIPE

CONNECT TO EXISTING

WATERLINE AND INSTALL NEW

HYDRANT AND VALVES, SEE

DETAIL ON SHEET C8

EXISTING 2-UNIT VAULT

TOILET, SEE NOTE 3

INSTALL 2" HDPE

EXISTING 2" HDPE

(APPROX. LOCATION)

NEW 6" HDPE OVERSIZED WATERLINE

MODIFY EXISTING WELL AND

INSTALL NEW WELL PUMP,

SURVEY ELEVATION: 6967'

SEE SHEET C1

INSTALL NEW PRECAST

CONCRETE UTILITY

BUILDING, SEE SHEET C6

AND NOTE 7

INSTALL 2" CURB VALVE

AND BOX, SEE DETAIL

ON SHEET C4

INSTALL PUMPOUT DRAIN,

SEE DETAIL ON SHEET C8

INSTALL 2" CURB VALVE AND

BOX, SEE DETAIL ON SHEET C4

BEGIN 6" HDPE OVERSIZED PIPELINE

WITHIN 2 FEET OF VALVE, SEE

DETAIL ON SHEET C8

EXISTING BOLLARDS (TYP)

NOTES:

1. NOTES AND LEGEND ON SHEET C1 APPLY.

2. THE 6-INCH HDPE OVERSIZED WATERLINE IS NEEDED TO ACHIEVE THE REQUIRED CONTACT TIME FOR

FUTURE DISINFECTION OF THE WATER SYSTEM.

3. THE EXISTING WELL IS APPROX. 98 FEET FROM THE EDGE OF THE EXISTING VAULT TOILET.

4. INSTALL BARRIER ROCKS TO PREVENT VEHICLE PARKING WITHIN 50 FEET OF THE WELL.

5. BUILDING FINISHED FLOOR ELEVATION TO BE STAKED BY THE CONTRACTOR AND APPROVED BY THE

CONTRACTING OFFICER. SEE GRADING DETAIL ON SHEET C6.

6. SALVAGE 8 EXISTING BARRIER ROCKS WITHIN THE 50' WELL PERIMETER AND REINSTALL. IMPORT 6

ADDITIONAL BARRIER ROCKS TO COMPLETE PARKING BARRIER.

7. ORIENT BUILDING SO GABLE ENTRANCE FACES TRUE EAST (NOT MAGNETIC). SLOPED ROOF SHOULD

FACE TRUE SOUTH FOR SOLAR PANELS, SEE ELECTRICAL SHEETS.

8. LARGE TREES EXIST AROUND THE WELL AND PUMPHOUSE THAT ARE NOT SHOWN ON THE SITE PLAN.

INSTALL 2" HDPE

INSTALL 2" PVC CONDUIT

WITH AIRLINE. SEE SHEET C6

EXISTING AGGREGATE PATH

EXISTING METAL POST

PUMP CIRCUIT, SEE

ELECTRICAL

RADIO

POLE, SEE

ELECTRICAL

COAX CIRCUIT,

SEE ELECTRICAL 100' WELL SETBACK

50' WELL SETBACK

CONTROL POINT #3

SEE POINT INFORMATION

ON SHEET C2

POINT TABLE

POINT

NORTHING

15334800.7

15334800.7

15334790.2

15334790.2

15334807.4

15334788.0

15334807.4

15334825.5

15334843.5

EASTING

751788.9

751800.9

751788.9

751800.9

751839.0

751800.6

752121.7

752168.4

752191.0

DESCRIPTION

BUILDING CORNER

BUILDING CORNER

BUILDING CORNER

BUILDING CORNER

WATERLINE

WATERLINE

WATERLINE

WATERLINE

WATERLINE

INSTALL NEW BARRIER ROCKS AT 50'

PERIMETER FROM WELL TO FORM VEHICLE

BARRIER. SEE NOTE 6 AND SHEET C4.

INSTALL NEW 2" HDPE CURB VALVE AND BOX

ON EXISTING WATERLINE TO HYDRANTS

TO EXISTING HYDRANTS

W

W W W W W W W W W

W W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

E

E

E

E

E

NOTES:

1. NOTES AND LEGEND ON SHEET C1 APPLY.

2. DISCONNECT WATERLINE FROM EXISTING SPRING. IDENTIFY WHERE

SUPPLY PIPE CONNECTS TO TANK. EXCAVATE TO PIPE ON TANK

EXTERIOR. SEVER PIPE WITHIN 4" OF TANK AND CAP BOTH PIPE

ENDS. BOTH CAPS SHALL BE WATERTIGHT. CAP ON TANK SIDE

SHALL BE THREADED, GALVANIZED CAP OR OTHER NSF-CERTIFIED

CAP SUITABLE FOR USE WITH A POTABLE WATER SYSTEM.

3. ALL WATERLINE LOCATIONS SHOWN SHOULD BE CONSIDERED

APPROXIMATE. ACTUAL LOCATIONS AND CONFIGURATION ARE

UNKNOWN.

EXISTING TANK MANWAY

EXISTING ELECTRICAL BOX (FLOAT SWITCH

TO BE REPLACED WITH FLOATS), SEE

ELECTRICAL

EXISTING TANK MANWAY

EXISTING 15,000 GALLON

WATER STORAGE TANK

SURVEY ELEVATION: 7090'

EXISTING WATERLINE TO PORCUPINE SPRINGS

CAMPGROUND (APPROX. LOCATION)

EXISTING WATERLINE

FROM SPRING (TO BE

ABANDONED IN PLACE)

EXISTING 4" HDPE WATERLINE

(SERVES AS SUPPLY TO TANK FROM WELL,

AND ALSO SERVES AS DISTRIBUTION LINE

FOR DIAMOND FIELD JACK CAMPGROUND,

THE GUARD STATION AND THE OTHER

CAMPGROUNDS)

OHV TRAIL (ACCESS ROUTE TO TANK)

DISCONNECT WATER SUPPLY LINE

FROM SPRING, SEE NOTE 2

NEW RADIO TOWER AND

CONTROLS, SEE ELECTRICAL

NEW ELECTRICAL CONTROL LINE

FLOW

FLOW

FLOW

EXISTING WATER VALVES

NOTES:

1. SET FRACTURED OR SOILED SIDE OF ROCK INTO EARTH.

WEATHERED SIDE SHOULD FACE UP.

2. PLACE BARRIER ROCKS SO THEY APPEAR AS NATURAL. AVOID

PLACING IN LONG ROWS WITH EQUAL SPACING.

3. ROCKS WITHIN CONSTRUCTION AREA FOR SALVAGE AND USE

SHALL BE APPROVED BY THE CONTRACTING OFFICER.

4. SEE SPECIFICATION 322205 FOR BARRIER ROCK SIZE.

24" MAX.

1/3 DEPTH MIN.

30" (MIN. SPACING)

48" (MAX. SPACING)

4'-0" (MIN. SPACING)

4'-9" (MAX. SPACING)

ROAD SHOULDER

18" MIN.

18" MIN.

ACTUAL SPACING SHALL BE

AS STAKED

EXISTING TREES

EXISTING TREES

30" (MIN. SPACING)

48" (MAX. SPACING)

36" MAX.

E

E E

E E

E

E A

A A

A A

A A

A A

A

E E

E

A

7150 ft

7100 ft

7050 ft

7000 ft

6950 ft

0.0 mi 0.1 mi 0.2 mi 0.3 mi 0.4 mi 0.5 mi

E E

E E

E E

E

SIGNS AND OTHER LABELS AT UTILITY BUILDING

2014 CODE REQUIRED SIGNAGE. NOTE: ANY CHANGES IN EQUIPMENT REQUIRES

THESE TO BE UPDATED AND CORRECTED AS NECESSARY. SOME HELPFUL

ADDITIONAL SIGNAGE ADDED. SOME REQUIRED SIGNAGE DOES NOT APPLY.

<?> ARE CALCULATED VALUES BASED ON EQUIPMENT USED.

A. NEC 690.56(A) REQUIRED PLAQUE OR DIRECTORY IS NOT REQUIRED AS

POWER SOURCE IS OBVIOUS.

B. “SMALL PV SYSTEM DISCONNECT - RADIO AND BATTERY.” LOCATE ON

UTILITY BUILDINGS PUMP SIGNAL CONTROLS ABOVE ON-OFF SWITCH.

C. "LARGE PV SYSTEM DISCONNECT - PUMP." LOCATE ON MIDNITE SOLAR

ENCLOSURE AND AT BREAKER "MAIN DISCONNECT"

D. “RADIO POWER SUPPLY - IMP = <?> AMPS, VMP = <?> VOLTS, VMAX = <?>

VOLTS, IMAX = <?> AMPS, CHARGE CONTROLLER MAXIMUM RATED OUTPUT

CURRENT = 30 WATTS.” LOCATE ON THE WALL ABOVE THE PUMP SIGNAL

CONTROLS PANEL. CALCULATE AND FILL THIS OUT BASED ON 2014 NEC

690.53 OR PROVIDE CONTRACTING OFFICER WITH NAMEPLATE VALUES FROM

PANEL AND CONTRACTING OFFICER WILL GIVE VALUES TO USE.

D. “PUMP POWER SUPPLY - IMP = 8.37 AMPS, VMP = 157 VOLTS, VMAX = 230

VOLTS, IMAX = 11.2 AMPS, NO CHARGE CONTROLLER.” LOCATE ON THE WALL

ABOVE THE PUMP CONTROL PANEL. THESE VALUES ARE BASED ON ARRAY

CALLED FOR, IF ANOTHER ARRAY IS PROPOSED, CALCULATE AND CORRECT

THIS BASED ON 2014 NEC 690.53.

E. NEC 690.31(G)(3) MARKING AND LABELING NOT REQUIRED AS PV AND

BATTERY POWERED WIRING IS ALL THAT EXISTS WITHIN OR ON THE

BUILDING.

O&M MANUAL BOTH SITES

1. WINTERIZING INSTRUCTIONS:

A. REMOVE THE BATTERIES FROM THE SITE AND TURN OFF ALL BREAKERS AND

ELECTRICAL EQUIPMENT DISCONNECTS.

BATTERIES SHOULD BE BENCH CHARGED UPON REMOVAL FROM THE

SITE AND EVERY 3 MONTHS THERE AFTER WITH A FINAL CHARGE JUST

BEFORE REINSTALLING THEM AT THE SITE.

2. (DIS)CONNECTING BATTERIES:

A. ENSURE A JHA SHALL BE FILLED OUT AND FOLLOWED AND THOSE INVOLVED

SHALL BE FULLY TRAINED IN BATTERY CONNECTING AND THE INCREASED

HAZARDS OF WORKING ON BATTERY BANKS.

B. USE PPE PER NFPA70E WITH HAND AND EYE/FACE PROTECTION.

C. ENSURE THE BATTERIES MAIN DISCONNECT IS OFF.

D. METAL TOOLS AND OBJECTS SHALL BE REMOVED ENSURED FROM POSSIBLY

FALLING ON BATTERY TERMINALS. TAKE SPECIAL CARE WITH ALL

UNATTACHED CONDUCTOR ENDS.

E. VERIFY AND RECONFIRM BATTERY TERMINAL IDENTITIES AND BATTERY

BANK LAYOUT.

3. OTHER ITEMS TO INCLUDE IN THE O&M MANUAL:

A. OWNERS MANUALS AND INSTALLATION INSTRUCTIONS FOR EVERY DEVICE.

B. COMPLETE SET OF CORRECTED DRAWINGS FOR THE INSTALLATION.

DESIGN NOTES:

2014 NEC 690.11 ARC-FAULT CIRCUIT PROTECTION (DC) IGNORED AS THE

BUILDING IS ALL CONCRETE. THERE IS NOTHING OF NOTE TO BURN IN OR ON THE

BUILDING.

2014 NEC 690.12 RAPID SHUTDOWN OF PV SYSTEMS ON BUILDINGS IGNORED AS

THE BUILDING IS ALL CONCRETE AND FIRST RESPONDERS CAN LET IT BURN.

THEY ARE OVER AN HOUR AWAY.

ONE-LINE

SCHEMATIC

INSTALLATION NOTES

1. INSTALL THE SYSTEM AS SHOWN ON THIS DRAWING AND ACCORDING TO THE SPECIFICATIONS.

2. SEE THE SITE PLAN FOR LOCATIONS.

3. MOUNTING SHALL PROVIDE THREE RAIL SUPPORT TO MEET REQUIREMENTS OF ARRAY MODULES WITH DESIGN LOADS OF 175 PSF DOWNWARD AND 64 PSF UPLIFT, AND TILT FROM ROOF ANGLE AS

REQUIRE BELOW.

4. THE SOLAR ARRAY SHALL FACE TRUE SOUTH (NOT MAGNETIC) AND SHALL HAVE A TILT ANGLE OF

27° FROM HORIZONTAL.

5. SOLAR MODULES SHALL BE CONNECTED IN COMBINATION ACCORDING TO THE SYSTEM SIZING

TABLE ON THIS SHEET. CONDUITS AND FLEXIBLE CABLES SHALL ALL BE PROPERLY AND WELL

SUPPORTED. SOLAR MODULE SUBSTITUTIONS WILL BE CONSIDERED IF THE PROPOSED ARRAY

MINIMUM PEAK POWER VOLTAGE IS 90 VDC AND MAXIMUM OPEN CIRCUIT VOLTAGE IS 225 VDC.

6. CABLES FROM THE ARRAY TO THE BOX SHALL BE SECURED TO THE MODULE MOUNTING EVERY

12-INCHES MAXIMUM.

7. THE BOTTOM OF THE CABLE STORAGE BOX SHALL BE PROVIDED WITH AN EXIT FOR THE CABLE

SET WITH HINGED OR ROTATING OPENING COVER MADE OF GALVANIZED 12 GAGE STEEL. ALL

EDGES SHALL BE PROTECTED IN A PERMANENT MANNER TO PREVENT DAMAGE TO THE CABLE.

THE OPENING COVER SHALL PROVIDE FOR THE FOLLOWING: WHEN THE CABLE IS NOT IN USE THE CABLE WILL BE STORED BY COILING THE CABLE INSIDE THE BOX, WHEN STORED THE EXIT SHALL BE CLOSED. WHEN THE CABLE END IS REMOVED FOR USE EXIT SHALL BE OPENED ALLOWING FOR

THE CABLE TO EXIT. SEE "SUGGESTED SLOT COVER DETAIL."

8. THE STRAIN RELIEF (HUBBELL "I-GRIP" TYPE) SHALL BE SIZED FOR AND INSTALLED ON THE

FLEXIBLE CABLE. MOUNT TO PREVENT STRAIN ON THE CABLE TERMINATIONS WHEN CABLE IS

FULLY EXTENDED OUT OF THE BOX, TO THE BACK INSIDE OF THE CABLE STORAGE BOX SO AS TO

EXTEND 1"-2" FROM THE EXIT POINT DESCRIBED ABOVE.

9. THE FLEXIBLE CABLE SHALL EXTEND 6' MINIMUM BEYOND THE EXIT POINT DESCRIBED ABOVE, OF

TYPE W, STOOW, SOOW, OR SEOOW. INSTALL WITH HUBBELL #HBL14W47 PLUG.

MANUFACTURER LIST

CONCORDE BATTERY CORP.

(626) 813-1234

DPW SOLAR

800-260-3792

ELPRO TECHNOLOGIES

866-713-4409

GRUNDFOS

913-227-3400

HOFFMAN ENCLOSURES

763-422-2211

MIDNITE SOLAR

http://www.midnitesolar.com/

SOLARWORLD

http://www.solarworld-usa.com/

SQUARE D

888-778-2733

UNIRAC

http://unirac.com/

System: Pump Model:

Required Power Min.

(Watts):

# of

Panels Panel Model:

Peak Power Volts per

Panel:

# of Panels in Series:

# of Panels in Parallel:

Peak Power

Voltage:

Max. Open Circuit

Voltage:

Minimum Wire Size

(AWG):

A 16 SQF-10 1300 5 Solarworld Sunmodule SW 260 POLY WOB 260 5 1 157 192 14

System Sizing Table

CABLE STORAGE BOX HOFFMAN

NEMA 3R HINGED COVER

ENCLOSURE #A8R86HCR W/

SQUARE D CLASS 9080

#LBA362101 POWER

DISTRIBUTION BLOCK AND LB23

COVER; AND HUBBELL "I-GRIP"

STRAIN RELIEF ATTACHED TO

BOX INTERIOR TO PREVENT

CORD STRAIN TO TERMINAL

BLOCK.

#12/2 W/GND FLEXIBLE CABLE

WITH PLUG AND STRAIN

RELIEF (SEE INSTALLATION

NOTES)

SUGGESTED SLOT COVER DETAIL

NO SCALE

SYSTEM NEGATIVE

BOND CREATED

THROUGH GFP

BREAKER. THE

PROSTAR HAS NO

BOND TO GROUND.

GROUND (WATER, WELL

CASING, GROUND ROD, AND

POLE, AND RADIO SYSTEM),

SEE SPECIFICATIONS

#10 RED

#8 GND

#10 WHITE

B

B

#10 RED

#10 WHITE

MNSBBN

M N

S

BB

-W

#10 ORANGE

CONTINUE

CONDUCTOR

TO BOND

GROUND BAR

GND

#10 WHITE

#10 GND

MIDNITE SOLAR

MNBIGBABY ENCLOSURE

WITH OPTIONS

J

CONTROL EQUIPMENT NOT CALLED OUT ON OTHER SHEET OR

EXPECTED TO BE SIZED FOR THE SITE SUCH AS BATTERIES

B1 BREAKER MIDNITE SOLAR MNEPV15, DIN MOUNT.

LABEL "SOLAR PUMP SYSTEM

DISCONNECT"

B2 BREAKER MIDNITE SOLAR MNDC-GFP63, DIN

MOUNT. LABEL "GROUND FAULT

PROTECTION"

MNSBB-W NEUTRAL BAR - MIDNITE SOLAR

MNSBB-W.

MNSBBN GROUND BAR KIT - SQUARE D PK7GTA

OR MIDNITE SOLAR MNSBBN.

TO PUMP CALLED

FOR CONTACT ON

RADIO RECIEVER

ANTENNA POLE NOTES

1- LOCATE POLE WITHIN 5 FEET OF UTILITY BUILDING, 5 FEET

MINIMUM FROM THE EDGE OF ROAD/PARKING. FINAL LOCATION

FOR POLE SHALL BE APPROVED BY CONTRACTING OFFICER PRIOR

TO EXCAVATION.

2- FACTORY SUPPLIED TEMPLATE MUST BE USED WHEN

SETTING ANCHOR BOLTS.

3- ALL REBAR TO HAVE A MINIMUM 2" CLEARANCE FROM THE

EDGE OF THE CONCRETE. TIE REBAR AT EVERY

CROSSING\INTERSECTION.

4- COMPACT SUBGRADE TO REQUIRED ELEVATION BEFORE

PLACING THE CONCRETE FOOTING.

5- CONCRETE REQUIREMENTS:

3750 PSI CONCRETE @ 28 DAYS MINIMUM

CLASS A CONCRETE:

6.5 BAGS/CY MINIMUM

MAXIMUM WATER/CEMENT RATIO - 5.5 GAL/BAG

COARSE AGGREGATE SIZE RANGE 1-1/2" TO #4 STANDARD OR

1" TO #4 ALTERNATIVE

SLUMP RANGE: 1" TO 3" FOR STANDARD COARSE AGGREGATE

AND 2" TO 4" FOR ALTERNATIVE AGGREGATE

REQUIRED ENTRAINED AIR: 4% TO 6%

6- POUR CONCRETE AT TEMPERATURE ABOVE 35° FAHRENHEIT

KEEP CONCRETE TEMPERATURE OVER 50° FOR 5 DAYS.

7- BACKFILL AREA AROUND FOOTING WITH CRUSHED

AGGREGATE BASE MATERIAL AND COMPACT TO AT LEAST 95%

MAXIMUM DENSITY.

PUMP

CALLED

FOR

LOW

LEVEL

ALARM

COAX SURGE ARRESTER

GROUND, BOND

TO GROUNDING

ELECTRODE

SYSTEM

RECEIVED

OUTPUTS,

DRY CONTACTS

ANTENNA AND

MOUNT, SEE DETAIL

INTERNAL

LOW

BATTERY

MONITOR

SQUARE D, CLASS 9080

FB1211 FUSE HOLDER

AND 2 AMP FUSE

ONE PHOTOVOLTAIC MODULE, 30 WATT, 17.3

TO 18.0 Vmp, LOW LEAD TEMPERED GLASS, WITH ROOF MOUNTING AND MODULE

PROVIDING A 100 PSF DOWNWARD AND 40

PSF UPWARD RATED DESIGN LOAD.

CONCORDE SUNXTENDER

PVX-560T AND A PAIR OF

TERMINAL INSULATING

BOOTS TO PREVENT

ACCIDENTAL CONTACT

WITH LIVE PARTS

J

SQUARE D, CLASS

9001 KS11B

SELECTOR SWITCH

WITH TWO KA2 N.O.

CONTACTS AND

KN344 OFF-ON

LEGEND PLATE

WHITE

R E

D

BLACK

WHITE

WHITE

BLACK

GREEN

G R

E E

N

G R

E E

N

BLACK

RED

UTILITY BUILDING PUMP SIGNAL CONTROLS

1. INSTALL POLE AND GROUNDING. INSTALL RADIO SYSTEM, SEE SPECIFICATIONS, AND SOLAR

POWER SYSTEM ON UTILITY BUILDING ROOF.

A. SEAL BUILDING PENETRATIONS.

B. SOLAR ARRAY SHALL BE MOUNTED ON THE BUILDING ROOF, FACING DUE SOUTH (NOT

MAGNETIC) AND SHALL BE TILTED 27 DEGREES FROM HORIZONTAL. ANTENNAE TO BE

INSTALLED ON THE TOP OF THE POLE. SUBMITTALS FOR ARRAY AND MOUNTING REQUIRED.

C. OPERATOR SWITCH AND INDICATOR LIGHTS SHALL BE MOUNTED THROUGH THE

ENCLOSURES COVER.

REMOTE

LOW

BATTERY

MONITOR

WHITE

WHITE

WHITE

#14 WHT

#14 BLK

RED

RED

RED

FROM GRUNDFOS

PUMP CONTROLLER

CONTROL PANEL

1. LABEL DEVICES AND LAMINATE AND ATTACH CONTROL

PANEL DIAGRAMS TO ITS INSIDE COVER WITH ANY

APPROVED CHANGES NOTED.

2. THE WIRING SHALL BE IDENTIFIED BY BOTH COLOR AND BY

UNIQUE LABELS. WIRES ELECTRICALLY CONNECTED SHALL

HAVE THE SAME LABEL.

3. WIRING TYPES ARE CALLED FOR IN THE SPECIFICATIONS.

PUMP

CALLED

FOR

LOW

LEVEL

ALARM

COAX SURGE ARRESTER

STORAGE TANK CONTROLS

1. REMOVE EXISTING CONTROLS AT THE STORAGE TANK FROM THE

ABANDONED SPRING BOX PUMP. THE EXISTING TANK CIRCUIT MAY

REMAIN IN PLACE.

2. INSTALL TOWER AND GROUNDING. INSTALL RADIO SYSTEM, SEE

SPECIFICATIONS, AND SOLAR POWER SYSTEM ON TOWER.

A. NO PENETRATIONS IN TOWER BODY ALLOWED FOR MOUNTING,

U-BOLTS OR SIMILAR MOUNTING SYSTEMS ARE REQUIRED.

B. SOLAR ARRAY SHALL BE MOUNTED AT THE TOP OF THE TOWER,

FACING DUE SOUTH (NOT MAGNETIC) AND SHALL BE TILTED 27

DEGREES FROM HORIZONTAL. ANTENNAE SHALL BE INSTALLED ON

THE THIRD TOWER LEG, TO AVOID SHADING THE ARRAY.

SUBMITTALS FOR ARRAY AND MOUNTING REQUIRED.

C. KEYED OPERATOR SWITCH SHALL BE MOUNTED THROUGH THE

ENCLOSURES COVER.

3. REPLACE EXISTING SQUARE D, DW2 FLANGE MOUNTED FLOAT WITH

CABLE MOUNTED FLOATS AS SHOWN.

B. FLOATS SHALL BE NSF LISTED AND FIT THROUGH THE ABOUT

4.4-INCH EXISTING FLANGED OPENING AND SELF COUNTER

WEIGHTED.

A. MANUFACTURE A WATERTIGHT ADAPTER FOR THE EXISTING

FLANGED TANK OPENING TO THE FLANGE MOUNT OF THE NEW

FLANGED WARRICK FITTING. ADAPTER SHALL BE WATERTIGHT,

WITH REUSABLE WATERTIGHT GASKETS, AND MAY BE

MANUFACTURED FROM HOT DIPPED GALVANIZED STEEL, STAINLESS

STEEL, 180 PSI HDPE, OR SCHEDULE 40 PVC MINIMUM.

4. INSTALL BURIED CONTROL CIRCUIT TO RADIO SYSTEM AND PROGRAM.GROUND, SEE

SPECIFICATIONS

AND BOND TO

TOWER

TRANSMITTER

INPUTS

ANTENNA AND

MOUNT, SEE DETAIL

INTERNAL

LOW

BATTERY

MONITOR

SQUARE D, CLASS

9080 FB1211 FUSE

HOLDER AND 2 AMP

FUSE

ONE PHOTOVOLTAIC MODULE, 30 WATT, 17.3

TO 18.0 Vmp, LOW LEAD TEMPERED GLASS, WITH MOUNTING AND MODULE PROVIDING A

100 PSF DOWNWARD AND 40 PSF UPWARD

RATED DESIGN LOAD. CONNECT TO ROHN

TOWER LEGS IN A MINIMUM OF 2 SPOTS.

CONCORDE SUNXTENDER

PVX-560T AND A PAIR OF

TERMINAL INSULATING

BOOTS TO PREVENT

ACCIDENTAL CONTACT

WITH LIVE PARTS

J

SQUARE D, CLASS

9001 KS11K3

SELECTOR SWITCH

WITH TWO KA2 N.O.

CONTACTS AND

KN344 OFF-ON

LEGEND PLATE

WHITE

R E

D

BLACK

WHITE

WHITE

BLACK

GREEN

G R

E E

N

G R

E E

N

WARRICK 2.5"

NOMINAL PIPE

FLANGE DETAIL

BLACK

RED

CONTROL PANEL

1. LABEL DEVICES AND LAMINATE AND ATTACH CONTROL

PANEL DIAGRAMS TO ITS INSIDE COVER WITH ANY

APPROVED CHANGES NOTED.

2. THE WIRING SHALL BE IDENTIFIED BY BOTH COLOR AND BY

UNIQUE LABELS. WIRES ELECTRICALLY CONNECTED SHALL

HAVE THE SAME LABEL.

3. WIRING TYPES ARE CALLED FOR IN THE SPECIFICATIONS.