Attachment 4 GI Water System Improvements Drawing_.pdf

FOREST LOCATION MAP

PROJECT LOCATION MAP

TRAVEL DIRECTIONS:

United States Department of Agriculture Forest Service

GRAND ISLAND NATIONAL RECREATION AREA

FROM THE US FOREST SERVICE RANGER STATION IN MUNISING, MI:

TAKE M-28 WEST APPROXIMATELY 3 MILES TO THE GRAND ISLAND FERRY SERVICE FACILITY.

TAKE A BOAT ACROSS LAKE SUPERIOR TO THE ISLAND. WILLIAMS LANDING IS ON THE SOUTH SIDE OF THE ISLAND. FROM WILLIAMS LANDING, PROJECT SITES CAN BE ACCESSED BY ISLAND ROADS AND

TRAILS.

SEE WWW.GRANDISLANDUP.COM FOR INFORMATION ABOUT THE FERRY SERVICE.

WATER SYSTEMS IMPROVEMENTS

1/2 8/2

6 1 4:

C

AM

ER

ON

ED

W

AR

DS

C

:\U

SE

RS

\C

AM

ER

ON

ED

W

AR

DS

\B

OX

\S

HA

RE

-G

RA

ND

IS

LA

ND

-W

AT

ER

IM

PR

OV

EM

EN

TS

\D

RA

FT

S\ _G

RA

ND

IS

LA

ND

-2

4-

W

TR

IM

P-

SI

TE

-N

SR

S2

1_

MI

-S P-

N-

IF

T.

DW

G;

MICHIGAN

ALGER COUNTY

R9 EASTERN REGION

HIAWATHA NATIONAL FOREST

MUNISING RANGER DISTRICT

INDEX OF SHEETS

PAGE SHEET SHEET TITLE DATE

1 G-01 COVERSHEET 01/26/26

2 G-02 INDEX MAP & NOTES 01/26/26

3 C-01 JUNIPER FLATS SITE PLAN & EXISTING CONDITION 01/26/26

4 C-02 MURRAY BAY SITE PLAN & EXISTING CONDITION 01/26/26

5 C-03 MATHER LODGE SITE PLAN & EXISTING CONDITION 01/26/26

6 C-04 FARRELL CABIN SITE PLAN & EXISTING CONDITION 01/26/26

7 C-05 FARRELL CABIN WATER SYSTEM DETAILS & TYPICAL WELL

DETAILS 01/26/26

8 A-01 TYPICAL PUMPHOUSE ARCHITECTURAL PLAN & DETAILS 01/26/26

9 A-02 MATHER PUMPHOUSE ARCHITECTURAL PLAN & DETAILS 01/26/26

10 S-01 TYPICAL PUMPHOUSE STRUCTURAL PLAN & DETAILS 01/26/26

11 P-01 TYPICAL PUMPHOUSE PLUMBING PLAN & DETAILS 01/26/26

12 E-01 TYPICAL PUMPHOUSE ELECTRICAL PLAN & DETAILS 01/26/26

13 E-02 ELECTRICAL DETAILS 01/26/26

GRAND ISLAND FERRY SERVICE, INC.

N8016 GRAND ISLAND LANDING ROAD

MUNISING, MI 49862

GRAND ISLAND

WILLIAMS LANDING

VISITOR CENTER

MUNISING RANGER DISTRICT OFFICE

400 E. MUNISING AVE

MUNISING, MI 49862

MUNISING, MI

M-28

SHEET G-01 OF01 13ORIGINAL ISSUE DATE: 01/26/2026

ARCHIVE NUMBER:

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER DATE

DATE

DIRECTOR OF ENGINEERING DATE

FOREST SUPERVISOR DATE

RO FACILITIES PROGRAM MANAGER DATE

GENERAL NOTES

1. THE INTENT OF THIS CONTRACT IS TO MODIFY THE EXISTING WATER SYSTEMS TO PROVIDE

MORE RELIABLE SERVICE AND MAKE THE SYSTEMS EASIER TO OPERATE AND MAINTAIN.

2. THE EXISTING WATER SYSTEMS INVOLVED WITH THIS CONTRACT ARE DESIGNED TO BE

OPERATED SEASONALLY. THE CONTRACTOR SHALL DELIVER COMPLETE WATER SYSTEMS

THAT ARE ABLE TO BE DRAINED / WINTERIZED / SHUT DOWN AS REQUIRED TO PREVENT

DAMAGE FROM FREEZING CONDITIONS DURING THE OFF-SEASON.

REQUIREMENTS

3. FIELD VERIFY ALL CONDITIONS. NOTIFY COR AS SOON AS POSSIBLE IF ANY DISCREPANCIES

BETWEEN FIELD CONDITIONS AND THESE PLANS ARE DISCOVERED.

3.1. TOPOGRAPHIC CONTOURS SHOWN ON THESE DRAWINGS ARE DEVELOPED FROM LIDAR

INFORMATION AND ARE CONSIDERED APPROXIMATE. FIELD VERIFY.

4. SUBMIT PROPOSED PRODUCT INFORMATION, SHOP DRAWINGS, AND ANY SUGGESTIONS FOR

MODIFICATIONS TO THESE PLANS TO THE COR FOR REVIEW AT LEAST 14 DAYS BEFORE

MOBILIZING TO THE SITE. MATERIALS AND PLANS MUST BE APPROVED BEFORE BEGINNING

WORK ON SITE.

HERITAGE

5. SOME AREAS IN OR NEAR THE IMPROVEMENT SITES HAVE POTENTIAL FOR ARCHEOLOGICAL/

HERITAGE CONCERNS. THE CONTRACTOR SHALL ASSURE THAT ALL WORKERS ARE AWARE

OF THIS CONDITION.

6. THE CONTRACTOR SHALL COORDINATE WORK SCHEDULES FOR EACH SITE WITH THE COR AT

LEAST 7 DAYS PRIOR TO ANY GROUND-DISTURBING ACTIVITIES. THE COR WILL COORDINATE

WITH THE PROPER FS STAFF TO DETERMINE IF ANY HERITAGE MONITORING OR OTHER

RESTRICTIONS ARE REQUIRED FOR THAT AREA WHILE THE WORK IS PERFORMED.

7. IF ANY SUSPECTED ARCHEOLOGICAL/ HERITAGE ITEMS ARE ENCOUNTERED, FOLLOW

ATTACHED INADVERTENT DISCOVERY PLAN. THE CONTRACTOR SHALL STOP WORK IN THE

AREA IMMEDIATELY AND REPORT THE DISCOVERY TO THE COR. THE COR WILL COORDINATE

WITH PROPER FS STAFF AND ADVISE THE CONTRACTOR ON THE ACCEPTABLE COURSE OF

ACTION IN THAT AREA.

CLEARING & SITE PREP

8. CONTRACTOR IS RESPONSIBLE FOR ANY CLEARING & SITE PREP THAT IS REQUIRED TO

ACCOMPLISH THE WORK.

9. AREAS OF DISTURBANCE SHALL BE KEPT TO THE MINIMUM PRACTICABLE. THE ROUTE OF

BURIED ELECTRICAL AND PLUMBING LINES MAY NEED TO BE ADJUSTED TO AVOID

PREVENTABLE VEGETATION DAMAGE OR OTHER DISTURBANCE.

10. THE CONTRACTOR SHALL MARK AREAS OF PROPOSED DISTURBANCE FOR REVIEW AND

APPROVAL BY THE COR BEFORE STARTING WORK AT EACH SITE. TREES OVER 3" DBH

PROPOSED FOR REMOVAL SHALL BE MARKED AND WILL BE CONSIDERED INDIVIDUALLY.

WATER LINES AND PLUMBING

11. ALL WATER & PLUMBING TASKS SHALL BE PERFORMED BY INDIVIDUALS HOLDING CURRENT

CERTIFICATION FROM THE STATE OF MICHIGAN TO PERFORM THAT SPECIFIC TASK.

12. ALL WATER-RELATED MATERIALS SHALL CONFORM TO NSF-61, APPLICABLE AWWA

STANDARDS, AND SHALL BE INTENDED FOR POTABLE WATER USE.

13. PROVIDE ALL FITTINGS AND TRANSITIONAL ADAPTERS AS REQUIRED TO CONNECT PLUMBING

PROPERLY.

14. WELL LOGS ARE PROVIDED AS ATTACHMENT TO VERIFY WELL DESCRIPTIONS.

15. ALL PLASTIC PIPING SHALL BE INSTALLED IN CONTINUOUS RUNS BETWEEN REQUIRED

FITTINGS. NO SPLICES OR COUPLERS ARE ALLOWED MID-RUN.

16. PROVIDE THRUST BLOCKS, SUPPORTS, MOUNTING HARDWARE AS REQUIRED TO DELIVER A

STABLE WATER PIPE NETWORK.

17. HDPE PIPE: 1-1/4" IPS; SDR11; PE4710; BLACK; FUSIBLE; POTABLE WATER PIPE.

18. PRESSURE TANKS: AMTROL WELL-X-TROL MODEL WX-202 PRECHARGED TO 48 PSI FOR

MURRAY BAY AND JUNIPER FLATS LOCATIONS.

19. DC WATER PUMPS: CAPABLE OF 2 GALLONS PER MINUTE MINIMUM FOR THE CONDITIONS AT

THE PARTICULAR INSTALLATION

ELECTRICAL

20. ALL ELECTRICAL TASKS SHALL BE PERFORMED BY INDIVIDUALS HOLDING CURRENT

CERTIFICATION FROM THE STATE OF MICHIGAN TO PERFORM THAT SPECIFIC TASK.

21. ALL WIRING IN PUMPHOUSE BUILDINGS SHALL BE IN CONDUIT. ALL CONNECTIONS SHALL BE IN

BOXES OR ENCLOSURES.

22. TRACER WIRE SHALL BE INSTALLED ON TOP OF ALL NEW UNDERGROUND UTILITIES.

TERMINATIONS OF TRACER WIRE AT EACH END SHALL BE AFFIXED TO A PERMANENT

STRUCTURE OR POST. TRACER WIRE SHALL BE TRACE- SAFE WATER BLOCKING TRACER WIRE

OR APPROVED EQUAL HAVING THE FOLLOWING PHYSICAL CHARACTERISTICS:

23. SIZE CONDUCTOR CABLES TO PROVIDE A MAXIMUM VOLTAGE DROP OF 2% AT 26V SUPPLY.

CARPENTRY

24. WORK SHALL CONFORM TO THE REQUIREMENTS OF THE IBC, LATEST EDITION.

24.1. DESIGN LOADS: GROUND SNOW = 70 PSF; WIND = 120 MPH 3-SEC GUST

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

1/2 8/2

6 1 4:

C

AM

ER

ON

ED

W

AR

DS

C

:\U

SE

RS

\C

AM

ER

ON

ED

W

AR

DS

\B

OX

\S

HA

RE

-G

RA

ND

IS

LA

ND

-W

AT

ER

IM

PR

OV

EM

EN

TS

\D

RA

FT

S\ _G

RA

ND

IS

LA

ND

-2

4-

W

TR

IM

P-

SI

TE

-N

SR

S2

1_

MI

-S P-

N-

IF

T.

DW

G;

R9

EASTERN REGION

GRAND ISLAND

WATER SYSTEMS

RENOVATION

HIAWATHA NF

MUNISING RANGER DISTRICT

INDEX MAP &

NOTES

01/26/26

J.SMREKAR

J.SMREKAR

C.EDWARDS

G-02

02 133 1" = 1,000 FT

INDEX MAP - WATER SYSTEM IMPROVEMENT SITES

ABBREVIATION MEANING

~ APPROXIMATE

APPROX APPROXIMATE

ARCH ARCHITECTURAL

BH BOREHOLE

BH BUNKHOUSE

BLDG BUILDING

BM BENCHMARK (LAND SURVEY)

C.O. CLEANOUT

CG CAMPGROUND

CI CAST IRON (PIPE)

CIP CAST IN PLACE CONCRETE

CO CONTRACTING OFFICER

CONT CONTINUOUS

COORD COORDINATE OR COORDINATION

COR CONTRACTING OFFICER'S

REPRESENTATIVE

CP CONTROL POINT (LAND SURVEY)

D DEPTH OR THICKNESS

DEMO DEMOLISH / REMOVE / ABANDON PER

REQS

DIAM DIAMETER

EX OR EXIST EXISTING

FFE FINISHED FLOOR ELEVATION

FS FOREST SERVICE

FT FOOT

FTG FOOTING

G.S. GUARD STATION

GI GALVANIZED IRON (PIPE)

GIP GALVANIZED IRON PIPE

GOV GOVERNMENT (OWNER OF PROJECT)

HDPE HIGH DENSITY POLYETHYLENE (PIPE)

IBC INTERNATIONAL BUILDING CODE

ICC INTERNATIONAL CODE COUNCIL

IMC INTERNATIONAL MECHANICAL CODE

IN INCH

IPC INTERNATIONAL PLUMBING CODE

L LENGTH

L.S. LUMP SUM

LF LINEAR FOOT

LS LIFT STATION

LS LUMP SUM

MAX MAXIMUM

MECH MECHANICAL

MH MANHOLE

MIN MINIMUM

NEC NATIONAL ELECTRIC CODE

O.C. ON CENTER

OH OVERHEAD

PE POLYETHYLENE

PERF PERFORATED

PROP PROPOSED

PVC POLY VINYL CHLORIDE

REQD REQUIRED

REQS REQUIREMENTS

SIM SIMILAR

SLOPE RATIO: HORIZONTAL : VERTICAL

TFE TOP OF FOOTING ELEVATION

TYP TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

UG UNDERGROUND

W WIDTH

W/ WITH

XPS EXTRUDED POLYSTYRENE INSULATION

ALT ALTERNATE

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

EX. GRAVEL ROAD

E

E

E

E

W

W

W W

EXISTING BURIED ELECTRIC

LINES; ABANDON IN PLACE .

NEW WATER & ELEC LINES.

KEEP NEW BLDG > 6 FEET

FROM EXISTING WELL

EXISTING SOLAR PANEL POLE TO BE REUSED IN PLACE;

ALL OTHER ITEMS TO BE REPLACED

EXISTING PUMP GEAR & ENCLOSURE;

REMOVE ALL AND RESTORE

DISTURBANCE

EXISTING WELL - REUSE;

REPLACE PUMP, POWER, WATERLINES &

APPURTENANCES

EXISTING POST HYDRANT &

WOOD DECK TO BE REMOVED

OLD ELEC. & WATER LINES

ABONDONED IN PLACE - TYP.

NEW PUMPHOUSE

ON CONCRETE SLAB.

SEE SHEET A-01.

EXISTING WELL INFO FROM RECORDS CONTRACTOR VERIFY

· WELL DEPTH: 158'

· STATIC WATER: 59'

· CASING: 6" STEEL; 42' LENGTH

· PUMP: DC SOLAR ; SET 100' DEEP

NEW BURIED ELECTRIC

LINES; APPROX. 120 LF.

EXACT LINE LOCATION TO

BE FIELD VERIFIED BY COR.

POST HYDRANT & DECK

- REMOVE ALL;

- REPLACE WITH PUMPHOUSE

WELL

- REUSE

PUMP GEAR ENCLOSURE

- REMOVE ALL; RESTORE DISTURBED AREAS

SOLAR PANEL ON POST IN CLEARING BEYOND

- REUSE POLE, REPLACE ALL OTHER

E

E

W

EXISTING POLE TO BE REUSED IN PLACE;

REPLACE ALL OTHER RELATED ITEMS

EXISTING PUMP GEAR & ENCLOSURE

TO BE FULLY REMOVED

EXISTING WELL

TO BE REUSED

NEW PUMPHOUSE

ON CONCRETE SLAB

EXISTING POST HYDRANT &

WOOD DECK TO BE REMOVED

LAKE SUPERIOR SHORE

JUNIPER FLATS

GROUP CAMP AREA

GRAVEL ROAD

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

1/2 8/2

6 1 4:

C

AM

ER

ON

ED

W

AR

DS

C

:\U

SE

RS

\C

AM

ER

ON

ED

W

AR

DS

\B

OX

\S

HA

RE

-G

RA

ND

IS

LA

ND

-W

AT

ER

IM

PR

OV

EM

EN

TS

\D

RA

FT

S\ _G

RA

ND

IS

LA

ND

-2

4-

W

TR

IM

P-

SI

TE

-N

SR

S2

1_

MI

-S P-

N-

IF

T.

DW

G;

R9

EASTERN REGION

GRAND ISLAND

WATER SYSTEMS

RENOVATION

HIAWATHA NF

MUNISING RANGER DISTRICT

JUNIPER FLATS

SITE PLAN & EXISTING

CONDITIONS

01/26/26

J.SMREKAR

J.SMREKAR

C.EDWARDS

C-01

03 131 SCALE 1" = 20'

SITE PLAN - JUNIPER - GENERAL AREA

2 SCALE: 1' = 10''

SITE PLAN - JUNIPER - WATER SYSTEM

3 NO SCALE

DETAIL - JUNIPER - EXISTING CONDITION

Feet 0 20 40

Feet 0 10 20

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

W

W

W

W

W

PROPOSED LOCATION FOR NEW POLE / SOLAR PANELS

COORD. FINAL LOCATION WITH COR.

EXISTING PUMP GEAR AND ENCLOSURE

TO BE FULLY REMOVED

EXISTING WELL

TO BE REUSED

EXISTING POST

HYDRANT & WOOD

DECK TO BE REMOVED

NEW PUMPHOUSE BLDG

ON SLAB. SPIGOT OUT

ROAD SIDE.

NEW BURIED ELEC LINE TO NEW

SOLAR PANEL LOCATION.

APPROX. 100 LF.

EXISTING SOLAR PANELS AND POLE TO BE

REMOVED AND REPLACED IN NEW

LOCATION..

EXISTING POST HYDRANT AND DECK;

TO BE REMOVED AND REPLACED

BY NEW BUILDING

EXISTING WELL;

REMOVE/SALVAGE HANDPUMP

TO FS; REUSE WELL

EXISTING PUMP GEAR ENCLOSURE;

REMOVE ALL;

NOTE: EXISTING SOLAR PANEL IS ON

POST NEAR LAKE EDGE;

REMOVE ALL; REPLACE IN NEW

LOCATION; MAY REUSE POST;

EXISTING POST AND SIGN;

REMOVE/SALVAGE

W

W

W

E

E

E

E

E

E

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

GRAVEL R

OAD

NEW WATER & ELEC. LINES

WELL TO NEW PUMP BLDG

UNUSED WATER &

ELEC. LINES

ABANDONED IN

PLACE TYP.

NEW PUMPHOUSE

ON 7'X12' SLAB

SPIGOT OUT ROAD SIDE.

EXISTING PUMP GEAR

AND ENCLOSURE TO

BE FULLY REMOVED

REUSE EXISTING

WELL: REPLACE CAP

AND PUMP

EXISTING POST

HYDRANT & WOOD

DECK TO BE REMOVED

NEW BURIED ELEC. LINE.

FROM SOLAR PANELS TO NEW BLDG.

FINAL LOCATION TO BE FIELD VERIFIED BY COR

EXISTING WELL INFO FROM RECORDS CONTRACTOR VERIFY

· WELL DEPTH: 118'

· STATIC WATER: 8'

· CASING: 6" STEEL; 104' LENGTH

· PUMP: DC SOLAR; SET 20' DEEP

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

1/2 8/2

6 1 4:

C

AM

ER

ON

ED

W

AR

DS

C

:\U

SE

RS

\C

AM

ER

ON

ED

W

AR

DS

\B

OX

\S

HA

RE

-G

RA

ND

IS

LA

ND

-W

AT

ER

IM

PR

OV

EM

EN

TS

\D

RA

FT

S\ _G

RA

ND

IS

LA

ND

-2

4-

W

TR

IM

P-

SI

TE

-N

SR

S2

1_

MI

-S P-

N-

IF

T.

DW

G;

R9

EASTERN REGION

GRAND ISLAND

WATER SYSTEMS

RENOVATION

HIAWATHA NF

MUNISING RANGER DISTRICT

MURRAY BAY

SITE PLANS &

EXISTING CONDITION

01/26/26

J.SMREKAR

J.SMREKAR

C.EDWARDS

C-02 04 13

1 SCALE 1" = 20'

SITE PLAN - MURRAY BAY - GENERAL AREA

2 SCALE: 1' = 5''

SITE PLAN - MURRAY BAY - WATER SYSTEM

3 NO SCALE

DETAIL MURRAY BAY - EXISTING CONDITION

Feet 0 5 10

Feet

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

GRAVEL ROAD

W

W

W

EXISTING PUMPHOUSE

BUILDING TO BE MOVED,

MODIFIED, AND REUSED

NEW POLE AND SOLAR PANEL ASSEMBLY.

COORDINATE LOCATION WITH COR.

EXISTING WELL TO BE

REUSED

LODGE BUILDING

E

E E

E E

E E

W

W

W

W

W

W

W

W

W

W W

W

E

UNUSED ELEC. LINES

ABANDONED IN PLACE.

LO

D

G

E BU

ILD

IN

G

G R

AVEL D

R

IVEW

AY

GRAVEL ROAD

MOVE & RENOVATE EXISTING

PUMPHOUSE BUILDING.

SEE SHT A-2.

REUSE EXISTING WELL; EXTEND CASING;

REPLACE CAP, PUMP & ALL ASSOCIATED ITEMS.

DECOM WATERLINE FROM WELL TO NEW TEE

SEE SHT P-01.

NEW POLE AND SOLAR PANEL ARRAY;

COORDINATE LOCATION WITH COR

E E

E E

E E

NEW UNDERGROUND POWER CABLE FROM

SOLAR PANELS TO PUMPHOUSE.

APPROX. 100 FT. HORIZONTAL DISTANCE

NEW WATER AND ELEC. BETWEEN PUMPHOUSE

AND WELL. SEE SHTS P-01 & E-01.

EXISTING WELL INFO FROM RECORDS CONTRACTOR VERIFY

· WELL DEPTH: 54'

· STATIC WATER: 15'

· CASING: 6" STEEL; 27' LENGTH

· PUMP: DC SOLAR; SET DEPTH UNKNOWN

EXISTING PLYWOOD BATTERY CHEST.

REMOVE AND PROPERLY DISPOSE OF OLD

BATTERIES. SALVAGE JUMPER CABLES. BURY

FEED CABLE INTO BUILDING (DO NOT CUT).

NEW WATERINE SHUTOFF VALVE AND RISER

TO CONNECT TO EXISTING WATERLINE.

DECOM EXISTING WATERLINE FROM HERE TO

WELL.

W

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

1/2 8/2

6 1 4:

C

AM

ER

ON

ED

W

AR

DS

C

:\U

SE

RS

\C

AM

ER

ON

ED

W

AR

DS

\B

OX

\S

HA

RE

-G

RA

ND

IS

LA

ND

-W

AT

ER

IM

PR

OV

EM

EN

TS

\D

RA

FT

S\ _G

RA

ND

IS

LA

ND

-2

4-

W

TR

IM

P-

SI

TE

-N

SR

S2

1_

MI

-S P-

N-

IF

T.

DW

G;

R9

EASTERN REGION

GRAND ISLAND

WATER SYSTEMS

RENOVATION

HIAWATHA NF

MUNISING RANGER DISTRICT

MATHER LODGE

SITE PLANS &

EXISTING CONDITION

01/26/26

J.SMREKAR

J.SMREKAR

C.EDWARDS

C-03 05 13

1 SCALE 1" = 20'

SITE PLAN - MATHER LODGE - GENERAL AREA

3 SCALE: 1' = 5''

SITE PLAN - MATHER LODGE - WATER SYSTEM2 NO SCALE

DETAIL MATHER LODGE - EXISTING PUMPHOUSE PHOTO

C-03

Feet 0 5 10

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

W

WW

W

EXISTING WELL;

MODIFY & REUSE

EXISTING & NEW

HYDRANT LOCATION;

EXISTING & NEW

WATERLINE LOCATION

C O

TT

AG

E

GRAVEL DRIVEWAY G

R

AV

EL

R

O

AD LA

K E

S U

P E

R

IO

R

NEW RAISED BED

AROUND WELL

NEW SYSTEM

DRAIN LINE

E

E

W

W

W W

W

W

W

W

W

W

W

W

W W

W

W

W

W

W

W

10' DIAMETER RAISED BED AROUND WELL.

CONSTRUCT WITH CONCRETE RETAINING WALL

BLOCKS. SEE 1/C-05.

EXIST. WELL; RAISE CASING AND MODIFY AS

REQD; SEE 1/C-05.

EXISTING POST HYDRANT &

DECK TO BE REMOVED AND

REPLACED. SEE SHT C-05

NEW 1 14" HDPE WATERLINE;

APPROX HORIZONTAL LENGTH IS 100 FT;

CONTINUOUS RUN WITH NO SPLICES

EXISTING WATERLINE.

REMOVE PIPE AND REUSE

TRENCH FOR NEW

WATERLINE.

SIDEWALK

EXISTING WELL INFO FROM RECORDS CONTRACTOR

VERIFY

· WELL DEPTH: 98'

· STATIC WATER: 0' (ARTESIAN)

· CASING: 6" PVC DOWN TO 25'

· PUMP: AC ELEC - NOT USED; SET 80' DEEP

GRAVEL ROAD

TEE AND VALVE WITH DRAIN PIPE TO

DITCH. LOCATE VALVE CLOSE TO MAIN

LINE. PROVIDE SCREEN AT OPEN END

OF DRAIN PIPE.

NEW WATERLINE SHUTOFF VALVE AND RISER

CONTOURS SHOWN ARE APPROXIMATE.

FIELD VERIFY ELEVATIONS.

WELL

EX. COTTAGE WATER

SERVICE VALVE;

ROAD

HYDRANT

SIDEWALK

COTTAGE

EXIST HYDRANT & DECK;

SEE SHT C-05 FOR

REPLACEMENT

WELL

CABIN

SIGN TO REMAIN

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

1/2 8/2

6 1 4:

C

AM

ER

ON

ED

W

AR

DS

C

:\U

SE

RS

\C

AM

ER

ON

ED

W

AR

DS

\B

OX

\S

HA

RE

-G

RA

ND

IS

LA

ND

-W

AT

ER

IM

PR

OV

EM

EN

TS

\D

RA

FT

S\ _G

RA

ND

IS

LA

ND

-2

4-

W

TR

IM

P-

SI

TE

-N

SR

S2

1_

MI

-S P-

N-

IF

T.

DW

G;

R9

EASTERN REGION

GRAND ISLAND

WATER SYSTEMS

RENOVATION

HIAWATHA NF

MUNISING RANGER DISTRICT

FARRELL CABIN

SITE PLAN &

EXISTING CONDITION

01/26/26

J.SMREKAR

J.SMREKAR

C.EDWARDS

C-04 06 13

1 SCALE 1" = 20'

SITE PLAN - FARREL COTTAGE - GENERAL AREA

2 SCALE: 1' = 5''

SITE PLAN - FARREL COTTAGE - WATER SYSTEM3 NO SCALE

PHOTO - FROM WELL TOWARDS HYDRANT

Feet 0 5 10

4 NO SCALE

PHOTO - FROM HYDRANT TOWARDS COTTAGE

Feet 0 20 40

C-04

C-04

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

REUSE EXISTING WELL

CASING, FIELD VERIFY;

EXTEND AS NECESSARY TO

PROVIDE 18" ABOVE GRADE;

PUMP POWER CABLE,

SOLENOID DRAIN VALVE

POWER, AND BARE

LIGHTNING GROUND WIRE

BONDED TO PUMP CASING

OR GROUNDING ROD

PROVIDE NEW WATERTIGHT

WELL CAP W/ SCREENED AIR

VENT

NEW DROP PIPE

NEW CHECK VALVENEW DC PUMP

REMOVE EXISTING WELL CAP,

EXISTING PUMP, & APPURTENANCES

PROVIDE NEW LIGHTNING

ARRESTER. BOND LIGHTNING

GROUND TO CASING

DC POWER CABLE FROM PUMPHOUSE;

IN CONDUIT FULL LENGTH

NEW PULL PIPE TO PITLESS

SEAL AT WIRE ENTRANCE

REPLACE EXISTING SUPPLY PIPE

TO PUMP HOUSE AS SHOWN ON

SITE PLANS. SLOPE TO DRAIN

BACK TO WELL.

SLOPE ADJACENT GRADE TO

DRAIN AWAY FROM WELL

PROVIDE NEW PITLESS ADAPTER

NEW SOLENOID DRAIN-BACK VALVE

TREATED WOOD PLATFORM.

2X6 FRAMING AND DECKING.

RECESS INTO GROUND TO PROVIDE FLAT

WALKING SURFACE. SET ON 2"

CONCRETE PAVER BLOCKS.

FAUCET FIXTURE

WATER SPIGOT & PAD

PLAN VIEW

HDPE FROM WELL A

A

WATER SPIGOT & PAD

SECTION A-A

COMPACT NATIVE SOIL BACKFILL IN 6" LIFTS

FROM FULL DEPTH OF POST TO SURFACE

4" X 4" X 3/4" BEVELED TREATED

WOOD SPACER / ESCUTCHEON

3"

GALV. TEE & NIPPLE THRU POST TO

FIXTURE. PROVIDE TEE WITH

THREADED PLUG ON TOP

SHAPE GRADE TO MAINTAIN DRAINAGE

FLOW BENEATH WOOD PLATFORM FRAMING

HYDRANT NOTES:

1) REMOVE EXISTING HYDRANT AND APPURTENANCES.

2) THE NEW SHUT-OFF VALVE IS NEAR WELL HEAD.

3) INSTALL TEE & DRAIN VALVE NEAR HYDRANT RISER.

ROUTE DRAIN PIPE TO FREE-DRAINING AREA (DITCH).

4) ALL WOOD FOR HYDRANTS SHALL BE TREATED UC4B.

5) ALL FASTENERS SHALL BE STAINLESS STEEL.

TRANSITION HDPE WATERLINE

FROM WELL TO 3/4" PEX.

2' -6

ACCESSIBLE SELF-CLOSING FAUCET

FIXTURE HAWS 6252EHLF

3/4" PEX PIPE & FITTINGS

5'-51 2"

5' -5

1 2"

5'-0"

SHAPE GRADE TO PROVIDE

SMOOTH TRANSITION TO DECK

4' -0

CONC. PAVER BLOCK

PEX

TEE, VALVE,

DRAIN LINE

PEX DRAINLINE TO DAYLIGHT.

COORD LOCATION W/ COR.

PROVIDE RODENT SCREEN AT END.

INSTALL HORIZ. TEE & DRAIN PIPE IN PEX AT

LOWEST POINT. PROVIDE DRAIN VALVE ON

DRAIN LINE NEXT TO TEE.

PLASTIC VALVE BOX W/ COVER

2" THICK CONC. PAVER

4"x8" WOOD POST1 12"X3" (ACTUAL)

SPACERS

CONTINUOUS

8"X8" THROUGH BOLTS W/ WASHERS

- 2 PER SIDE - COUNTERSINK

30°

1/8" STAINLESS STEEL CAP W/ (3)

STAINLESS STEEL, RECESSED

FLATHEAD SCREWS EACH SIDE

3/8" X 8" COUNTERSUNK THROUGH BOLT (2 )

ACCESSIBLE SELF-CLOSING FAUCET

FIXTURE HAWS 6252EHLF

8'-0" LONG (2) 4"x8" WOOD POSTS W/ 2x2X8' SPACERS

SANDWICHED BETWEEN

REMOVE EXISTING WELL

PUMP & APPURTENANCES

NEW PITLESS ADAPTER.

REUSE EXISTING DROP PIPE ABOVE CHECK

VALVE OR PUMP. BOTTOM END OPEN.

PITLESS ADAPTER PULL PIPE. THREADED CROSS

FITTING ON TOP TO ALLOW EXTENSION WHEN

REMOVING PITLESS. NYLON SAFETY ROPE FASTENED

TO BOTTOM OF ARTESIAN WELL PACKER.

NEW HDPE PIPE TO HYDRANT

CUT OFF EXISTING PVC CASING BELOW GRADE.

ADD GLUED COUPLER AND NEW CASING ABOVE TO

BRING TOP OF WELL TO 24" ABOVE FINISHED GRADE

EXISTING WELL CASING TO REMAIN

NEW GALVANIZED

STEEL PIPE & FITTINGS

BRASS TEE TO 3/8" SOFT

COPPER TUBING TO SNIFTER

VALVE AT WELL CAP

BRASS CURBSTOP

(MINNEAPOLIS PATTERN)

REMOVE UPPER PITLESS ADAPTER (ARTESIAN

OVERFLOW) WITH UPPER PORTION OF PVC CASING.

REMOVE EXISTING UNDERGROUND OVERFLOW

DRAIN PIPING.

SNIFTER VALVE ON

3/8" SOFT COPPER TUBING

(FOR SEASONAL DRAINING)

REMOVE ELECTRICAL CONDUIT. CUT OFF CABLES

BELOW GRADE AND CAP.

REUSE WELL CAP. PLUG WIRE PENETRATION.

3" PVC VALVE RISER WITH

THREADED PLUG AT TOP.

ADAPT TO THREADS ON

CURBSTOP AT BOTTOM.

TRANSITION TO HDPE

REMOVE EXISTING WATERLINE

BETWEEN PITLESS ADAPTER AND VALVE

RISER. REMOVE VALVE AND RISER. CAP

& ABANDON REMAINING WATERLINE TO

HOUSE

BUILD RAISED SOIL BED AROUND WELL.

GRADE 12" ABOVE EX. GRADE AT WELL.

TOP OF CONCRETE WALL BLOCKS 6"

BELOW NEW GRADE AT WELL. COMPACT

FILL SOIL TO PREVENT SETTLING. CAP

WITH 23A MDOT GRAVEL.

ARTESIAN FLOWING WELL

PACKER (SEAL). BY WELL

BUSTERS OR EQUAL.

" BURY 1 BLOCK MIN.

TYP. ALL AROUND

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

1/2 8/2

6 1 4:

C

AM

ER

ON

ED

W

AR

DS

C

:\U

SE

RS

\C

AM

ER

ON

ED

W

AR

DS

\B

OX

\S

HA

RE

-G

RA

ND

IS

LA

ND

-W

AT

ER

IM

PR

OV

EM

EN

TS

\D

RA

FT

S\ _G

RA

ND

IS

LA

ND

-2

4-

W

TR

IM

P-

AR

CH

&D

ET

AI

LS

.D W

G;

R9

EASTERN REGION

GRAND ISLAND

WATER SYSTEMS

RENOVATION

HIAWATHA NF

MUNISING RANGER DISTRICT

FARRELL CABIN

WATER SYSTEM DETAILS

& TYPICAL WELL

DETAILS

01/26/26

J.SMREKAR

C.EDWARDS C-05

07 13

3 3/4" = 1'-0"

DETAIL - HYDRANT AT FARRELL CABIN

2 3/4" = 1'-0"

TYPICAL WELL WITH PITLESS ADAPTER

1 3/8" = 1'-0"

SECTION - WELL AT FARRELL CABIN

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

BATT

BATT

BATT

36" X 84" HOLLOW METAL DOOR

AND STEEL FRAME. CENTER ON WALL. 6'

-0

6'-0"

WTR

PRESS.

TANK

PUBLIC WATER SPIGOT

WATER SYSTEM DRAIN

WATER LINE IN FROM WELL

ACCESSIBLE CONCRETE PAD SLOPED AT 2%

AWAY FROM BUILDING.

B-B

A-A

PG PS

32" W X 32" H BULLETIN BOARD.

3/4" TREATED PLYWOOD B.BOARD OVER TYP.

FIBER CEMENT SIDING PANEL. TRIM ALL AROUND

B.BOARD WITH (2) LAYERS FIBER CEMENT TRIM.

SILICONE JOINTS. PROVIDE WEATHER-RESISTANT

1/4" LEXAN CLEAR COVER OVER B.BOARD.

COORD. DETAILS WITH COR.

A-01

ALUMINUM

DRIP EDGE

26 GA METAL PBR PANELS OVER ICE

AND WATER SHIELD

5.5" WIDE FIBER CEMENT TRIM BOARDS AT

CORNERS, DOOR, TOP OF WALL

2"x6" FASCIA WRAPPED WITH FIBER

CEMENT SIDING MATERIAL.

BEVEL TO MATCH ROOF SLOPE

FIBER CEMENT NON-VENTED SOFFITT BOARDS

WITH ALUMINUM STRIP VENT.

10" W SOFFIT + 2" W STRIP VENT+ 12" W SOFFIT

FIBER CEMENT SIDING PANELS (CEDAR GRAIN).

INSTALL OVER OSB. FASTEN TO STUDS.

BATT

2.5" WIDE FIBER CEMENT BATTEN STRIPS.

(5) EQUAL SPACES PER SIDE BETWEEN EDGES

OF CORNER TRIM

RIDGE VENT

NO CEILING - OPEN TO ROOF DECK

7' -6

" W

AL

L H

EI

G

H

TW

TR

PR

ES

SU

R

E

TA

N K

EL

EC

LIGHT

2'-0"

SECTION A-A

PG PS

BA

TT

BA

TT

BA

TT

BA

TT

26 GA METAL PBR PANELS OVER ICE

AND WATER SHIELD

FULL ROOF DECK

WALL MOUNT ELEC, EQUIP, &

CONTROLS ON PLYWOOD

BACKER. SEE STRUCT. D

O O

R

ELEC

LIGHT

CTRL

2'-0"

SECTION B-B

CTRL

BULLETIN BOARD. BUILD OVER TYP.

FIBER CEMENT SIDING PANEL.

ARCHITECTURAL NOTES:

1. SUBMIT PRODUCT CUT SHEETS OF ALL ARCHITECTURAL COMPONENTS FOR REVIEW AND APPROVAL BEFORE BEGINNING WORK.

2. DOOR HARDWARE SHALL BE COMMERCIAL GRADE NON-LOCKING LEVER HANDLE WITH COMMERCIAL GRADE DEADBOLT. COORDINATE KEYING

WITH COR.

3. COORDINATE PAINT AND SHINGLE COLOR WITH COR.

4. SEE STRUCTURAL SHEETS FOR ADDITIONAL INFORMATION.

BASIS OF DESIGN - PROVIDE PRODUCTS BELOW OR EQUAL

· BULDING WRAP: NON-WOVEN

· SIDING PANELS: FIBER CEMENT; CEDAR GRAIN PATTERN; PRE-PAINTED; JAMES HARDIE MODEL HARDI PANEL CEDARMILL

· TRIM: FIBER CEMENT;CEDAR GRAIN PATTERN; PRE-PAINTED; JAMES HARDIE MODEL HARDI TRIM ROUGHSAWN

· SOFFIT: FIBER CEMENT;CEDAR GRAIN PATTERN; PRE-PAINTED; JAMES HARDIE MODEL HARDI SOFFIT

· FASCIA: FIBER CEMENT;CEDAR GRAIN PATTERN; PRE-PAINTED; UNVENTED; JAMES HARDIE MODEL HARDI SOFFIT

PUBLIC USE WATER FAUCET

FIBER CEMENT TRIM TYP.

32" W X 32" H BULLETIN BOARD.

3/4" TREATED PLYWOOD B.BOARD OVER TYP.

FIBER CEMENT SIDING PANEL. TRIM ALL AROUND

B.BOARD WITH (2) LAYERS FIBER CEMENT TRIM.

SILICONE JOINTS. PROVIDE WEATHER-RESISTANT

1/4" LEXAN CLEAR COVER OVER B.BOARD.

COORD. DETAILS WITH COR.

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

1/2 8/2

6 1 4:

C

AM

ER

ON

ED

W

AR

DS

C

:\U

SE

RS

\C

AM

ER

ON

ED

W

AR

DS

\B

OX

\S

HA

RE

-G

RA

ND

IS

LA

ND

-W

AT

ER

IM

PR

OV

EM

EN

TS

\D

RA

FT

S\ _G

RA

ND

IS

LA

ND

-2

4-

W

TR

IM

P-

AR

CH

&D

ET

AI

LS

.D W

G;

R9

EASTERN REGION

GRAND ISLAND

WATER SYSTEMS

RENOVATION

HIAWATHA NF

MUNISING RANGER DISTRICT

TYPICAL PUMPHOUSE

ARCHITECTURAL

PLAN & DETAILS

01/26/26

J.SMREKAR

J.SMREKAR

C.EDWARDS

A-01 08 13

1 3/4" = 1'-0"

PUMPHOUSE - ARCHITECTURAL PLAN

2 3/4" = 1'-0"

PUMPHOUSE - TYP. 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

BATT

BATT

WTR

PRESS.

TANK

PG

SEE TYPICAL PUMPHOUSE DRAWINGS.

· USE TYPICAL PUMPHOUSE DIMENSIONS AND DETAILS

UNLESS NOTED OTHERWISE.

· ADAPT TYPICAL FOR DIMENSIONS AND DETAILS OF

EXISTING MATHER PUMPHOUSE BUILDING.

M

AT

C H

E

XI

ST

IN

G

BL

D G

D

IM

EN

SI

O N

MATCH EXISTING

BLDG DIMENSION.

CENTER ON SLAB

ADJUST SLAB SLOPE BREAK

TO EXISTING BUILDING

DIMENSIONS

SLAB SLOPED AT 2%

AWAY FROM BUILDING

INSULATION UNDER

SLAB

NEW CMU CURB &

TREATED SILL PLATE

6"

FIELD VERIFY EXISTING

BLDG FRAMING

MODIFY AS REQD..

SET ON NEW CURB AND SILL.

B-B

WTR

PRESS.

TANK

PS

NEW WATERLINE TO

CONNECT EXISTING

WATERLINE TO LODGE

T FOR 12" CHLORINE INJECTION

PORT ASSEMBLY

SHUT-OFF BALL VALVE

BA

TT

BA

TT

BA

TT

BA

TT

ELEC

LIGHT

CTRL

CTRL

EXTEND GALV PIPE 2" BEYOND PROJECTED

BOTTOM OF WALL

PLASTIC SPLASH GUARD.

EXTEND 2" BEYOND BOTT. OF SIDING

PUBLIC WATER SPIGOT

SEE TYPICAL PUMPHOUSE DRAWINGS.

· USE TYPICAL PUMPHOUSE DIMENSIONS AND DETAILS

UNLESS NOTED OTHERWISE.

· ADAPT TYPICAL FOR DIMENSIONS AND DETAILS OF

EXISTING MATHER PUMPHOUSE BUILDING.

STIFFEN INSIDE OF EXISTING WALL AT PIPE

PENETRATION WITH FIBER-CEMENT BOARD GUSSET.

ADHERE TO WALL WITH SILICONE.

ADD BLOCKING TO STABILIZE PIPE.

SECTION B-B

MATHER PUMPHOUSE NOTES:

1. REFER TO JUNIIPER AND MURRAY PUMPHOUSE DRAWINGS. ADAPT TYPICAL ARCHITECTURAL LAYOUT, PLUMBING, AND ELECTRICAL DETAILS FOR USE WITH THE EXISTING MATHER PUMPHOUSE. DEVIATIONS FROM THOSE TYPICAL PLANS LISTED BELOW

9. PUMP: SUBMERSIBLE DIAPHRAGM TYPE: SUNPUMPS MODEL SDS-Q-135 (30V)

10. PRESSURE TANKS (2): PRE-CHARGED HYDRO-PNEUMATIC; AMTROL MODEL WX-350

11. REUSE EXISTING MATHER PUMPHOUSE BUILDING TO THE FULL EXTENT POSSIBLE. MAINTAIN/DUPLICATE EXISTING APPEARANCE.

12. PREPARE BUILDING FOR MOVE:

12.1. REMOVE AND REPLACE ANY ROTTEN WOOD.

12.2. DEMO ANY EXISTING ELEMENTS THAT ARE NOT TO BE REUSED IN THE NEW CONDITION (EX. OLD ELEC. WIRES AND ENCLOSURES)

12.3. ADD FRAMING/BRACING TO STABILIZE AS REQUIRED.

13. AFTER STABILIZING, MOVE BUILDING AS SHOWN AND SET ON CMU CURB WITH TREATED WOOD SILL.

14. REPLACE EXISTING ASPHALT SHINGLES IN KIND. PROVIDE UNDERLAYMENT SIMILAR TO TYPICAL PUMPHOUSE DRAWINGS.

15. STAIN EXISTING WALL SHAKES WITH SIMILAR CEDAR COLOR STAIN; COORD. WITH COR. PROTECT NEW CONCRETE WHILE STAINING.

16. MODIFY EXISTING WELL: ADD PITLESS ADAPTER, RAISE CASING TO 24" ABOVE GRADE, INSTALL NEW WELL CAP

17. SALVAGE EXISTING DC PUMP AND CONTROLS FOR THE FS.

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

1/2 8/2

6 1 4:

C

AM

ER

ON

ED

W

AR

DS

C

:\U

SE

RS

\C

AM

ER

ON

ED

W

AR

DS

\B

OX

\S

HA

RE

-G

RA

ND

IS

LA

ND

-W

AT

ER

IM

PR

OV

EM

EN

TS

\D

RA

FT

S\ _G

RA

ND

IS

LA

ND

-2

4-

W

TR

IM

P-

AR

CH

&D

ET

AI

LS

.D W

G;

R9

EASTERN REGION

GRAND ISLAND

WATER SYSTEMS

RENOVATION

HIAWATHA NF

MUNISING RANGER DISTRICT

MATHER PUMPHOUSE

ARCHITECTURAL

PLAN & DETAILS

01/26/26

J.SMREKAR

J.SMREKAR

C.EDWARDS

A-02 09 13

2 3/4" = 1'-0"

PUMPHOUSE - MATHER ARCHITECTURAL PLAN

1 3/4" = 1'-0"

PUMPHOUSE - MATHER - PHOTO

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

SLOPE SL

OPE

(-1")(-1")

(-1")(-1")

(0")

(0")(0")

BATT

BATT

BATT

BATT

4"Wx8"H CMU CURB; ALL CORES FILLED;

ANCHOR BOLTS TO CONCRETE SLAB AT

CORNERS AND MIDSPANS OF WALLS

5-1/2" CONCRETE SLAB

4" PVC SLEEVES THRU SLAB FOR

WATERLINE AND ELECTRICAL ENTRANCES.

CENTER 6" OFF INSIDE FACE OF CMU BOTH

WALLS

(2) LAYERS 2" XPS INSULATION

UNDER SLAB. STAGGER JOINTS

7'-0"

'-0

4' -4

6'

-8

WTR

PRESS.

TANK

ELEVATION DROP TO TOP OF SLAB

(DRAINAGE SLOPE)

TYP.

7'-0"

6"

6"

2' -0

1'-0"

B-B

A-A

PG PS

SL

O

PE

T

O D

R

AI

N

TRUSSES AT 24" O.C. MAX;

MFRD OR SITE-BUILT;

PLYWOOD GUSSETS BOTH SIDES

IF SITE-BUILT;

RATED FOR 70 PSF GROUND SNOW LOAD

TREATED 2"x4" SILL PLATE ON FOAM SILL

GASKET; BOLT SILL TO FILLED CORES IN CURB

2"x4" WALL FRAMING 16" O.C.MAX.

4" W x 8" H CMU CURB

5-1/2" CONCRETE SLAB

W/ #3 @12" O.C. MAX EA WAY CENTERED

2" OSB SHEATHING WITH

NON-WOVEN BUILDING WRAP

(2) LAYERS OF 2" EXPANDED POLYSTYRENE

UNDER SLAB; STAGGER JOINTS

8" OSB ROOF DECKING

6" COMPACTED SAND

BATT

W

TR

PR

ES

SU

R

E

TA

N K

EL

EC

LIGHT

3/4" PLYWOOD BACKER

FOR EQUIP MOUNTING

1' -4

SECTION A-A

PG PS

12" X 12" ALUM.

THRU-WALL VENT

CINDER BLOCKS

BA

TT

2X4 OUTLOOKERS & 2X4 FLY RAFTER

SEE 2/S-01

BA

TT

BA

TT

BA

TT

PLYWOOD BACKER FOR

EQUIP MOUNTING.

SCREW TO WALL STUDS

ELEC

LIGHT

CTRL

3/4" PLYWOOD LINTEL

FULL WIDTH OVER DOOR

2'-0"

SECTION B-B

CTRL

SHEATH WITH 10' LONG OSB SHEETS

(SINGLE SHEET FOR FULL ROOF WIDTH)

(4) 2X4 OUTLOOKERS EACH SIDE.

SPACE EVENLY

TOP CHORD OF GABLE TRUSSES IS

LOWER TO ACCOMMODATE

OUTLOOKERS

10' LONG OSB ROOF SHEATHING.

WIDER PIECE LOWER ON ROOF.

NARROWER OSB SHEATHING PIECE HIGHER ON ROOF.

STRUCTURAL NOTES:

1. SUBMIT PRODUCT CUT SHEETS AND PROPOSED LAYOUT OF ALL STRUCTURAL COMPONENTS FOR REVIEW AND APPROVAL BEFORE BEGINNING WORK.

2. CONCRETE SHALL BE f'c = 4,000 psi, AIR-ENTRAINED.

3. FRAMING SILL SHALL BE TREATED LUMBER SET ON A FOAM SILL GASKET

BASIS OF DESIGN - PROVIDE PRODUCTS BELOW OR EQUAL

AT POLE

· SOLAR PANEL POLE: CLASS 4, 30', SYP, PENTACHLOROPHENOL; BELL POLE & LUMBER

· SOLAR PANEL MOUNT: SUNWIZE MODEL 240045

· SOLAR PANEL(S): 180W MIN 24V SYSTEM; SLD TECH MODEL ST-180P-24

· COMBINER/FUSE BOXES: OUTBACK POWER SYSTEMS, FLEXWARE MODEL FWPV 8 COMBINER

· CONDUIT: PVC

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

1/2 8/2

6 1 4:

C

AM

ER

ON

ED

W

AR

DS

C

:\U

SE

RS

\C

AM

ER

ON

ED

W

AR

DS

\B

OX

\S

HA

RE

-G

RA

ND

IS

LA

ND

-W

AT

ER

IM

PR

OV

EM

EN

TS

\D

RA

FT

S\ _G

RA

ND

IS

LA

ND

-2

4-

W

TR

IM

P-

AR

CH

&D

ET

AI

LS

.D W

G;

R9

EASTERN REGION

GRAND ISLAND

WATER SYSTEMS

RENOVATION

HIAWATHA NF

MUNISING RANGER DISTRICT

TYPICAL PUMPHOUSE

STRUCTURAL

PLAN & DETAILS

01/26/26

J.SMREKAR

J.SMREKAR

C.EDWARDS

S-01 10 13

2 3/4" = 1'-0"

PUMPHOUSE - DETAIL - GABLE TRUSS & OUTLOOKERS

1 3/4" = 1'-0"

PUMPHOUSE - STRUCTURAL PLAN

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

BATT

BATT

PUBLIC USE FAUCET.

INSTALL WITH BOTTOM OF

PADDLE AT 30" ABOVE SLAB

ANTI-SIPHON HOSE BIBB W/ REMOVABLE HANDLE.

INSTALL LOW FOR SYSTEM DRAIN.

PROVIDE SEPARATE BALL VALVE SHUT-OFF.

(FOR ADMIN. USE ONLY)

HDPE PIPE FROM WELL.

TRANSITION TO 1" SCH40 PVC

INSIDE BUILDING.

WTR

PRESS.

TANK

B-B

A-A

PG PS

SMOOTH-NOSED SAMPLE TAP

C-C

PRESSURE GAUGE &

PRESSURE SWITCH

WATER METER

PRESSURE RELIEF VALVE

SHUT-OFF BALL VALVE

2'-0"

T FOR 12" CHLORINE INJECTION PORT ASSEMBLY

BATT

W

TR

PR

ES

SU

R

E

TA

N K

EL

EC

LIGHT

SECTION A-A

PG PS

HOSE BIBB FOR SYSTEM DRAIN

W/ BALL VALVE SHUT-OFF

SMOOTH-NOSED SAMPLE TAP.

SET SPOUT 30" ABOVE SLAB.

BALL VALVE SHUT-OFF

FOR PUBLIC WATER

SPIGOT

PRESSURE GAUGE AND PRESSURE SWITCH ON

CROSS FITTING FOR PRESSURE TANK.

BALL VALVE ON RISER STEM TYP.

PLUMB THRU WALL TO

PUBLIC WATER SPIGOT

WATER METER

BA

TT

BA

TT

BA

TT

BA

TT

SECTION B-B

CTRL

2' -6

VERIFY HEIGHT OF SPIGOT WITH

COR BEFORE PLUMBING

PUBLIC WATER SPIGOT.

PLUMB FIXTURE ON GALVANIZED PIPE.

EXTEND GALV. PIPE 2" BEYOND SIDING.

BALL VALVE SHUT-OFF FOR PUBLIC

WATER SPIGOT

12"W X 24" H X 3/8" THICK PLASTIC

SPLASH GUARD OVER SIDING

PLUMBING NOTES:

1. ALL PLUMBING MATERIALS AND FULL SYSTEM INSTALLATION SHALL MEET NSF-61 & APPLICABLE AWWA REQUIREMENTS.

2. ALL WELL AND PLUMBING WORK SHALL BE PERFORMED BY PERSONS HOLDING CURRENT LICENSE FROM THE STATE OF MICHIGAN FOR THE WORK BEING

PERFORMED.

3. SUBMIT PRODUCT CUT SHEETS AND PROPOSED LAYOUT OF ALL PLUMBING COMPONENTS FOR REVIEW AND APPROVAL BEFORE BEGINNING WORK.

4. INSTALL ALL PLUMBING TO FACILITATE COMPLETE DRAINING OF THE SYSTEM BY GRAVITY. (SLOPE PIPING TO DRAIN).

5. BRACE ALL PLUMBING AS REQUIRED TO PREVENT DAMAGE FROM NORMAL OPERATIONS.

6. COORDINATE WIRING AND POWER NEEDS WITH ELECTRICAL.

BASIS OF DESIGN - PROVIDE PRODUCTS BELOW OR EQUAL

AT WELL

· PUMP: SUBMERSIBLE DIAPRAGM TYPE; SUNPUMPS MODEL SDS-T-128 (30V)

· DESIGN TDH (FT): STATIC WATER DEPTH + 90 FEET

· PUMP SET DEPTH: 20 FT MIN BELOW STATIC WATER ELEVATION

· DROP PIPE: SIZE PER PUMP MFR. PROVIDE SEPARATE IN-LINE CHECK VALVE ABOVE PUMP. ADAPT AS REQD AT EXISTING PITLESS ADAPTER.

· SOLENOID DRAIN: ¼” NPT, 2 WAY, NC, 24VDC, EPDM SEAL, BRASS; GC MODEL S301GF16C8BE1

· PIPING TO BLDG: 1" HDPE; ADAPT AS REQD AT EXISTING PITLESS ADAPTER AND BUILDING PLUMBING

AT BUILDING:

· PIPING: ¾” SCHD 40 PVC

· VALVES: STAINLESS STEEL BALL VALVE; APOLLO MODEL 7610427A

· PRESSURE RELIEF: ¾” , PRESET AT 75PSI; AY MCDONALD MODEL 72049

· PRESSURE GAUGE: 2.5” DIAMETER, 0 100 PSI RANGE; ON PIPE NIPPLE WITH SHUT-OFF TO ALLOW LIVE REPLACEMENT. TRERICE MODEL 700B

· PRESSURE SWITCH: NOMINAL 20/40 PSI; ON PIPE NIPPLE W/ SHUT-OFF. SQUARE D MODEL PUMPTROL 9013FSW2J20; SET TO 25 PSI ON / 35 PSI OFF

· PRESSURE TANKS: PRE-CHARGED HYDRO-PNEUMATIC; AMTROL MODEL WX 202

· WATER METER: ¾” METER; NEPTUNE MODEL T 10

· PUMP CONTROLLER: FROM SAME MFR AS PUMP, INTEGRATED LOW WATER CUT-OFF; SUNPUMPS MODEL PCA-30M1D

· DRAIN FAUCET: ¾”, CHROME, INTEGRATED BACKFLOW PREVENTER; (NOTE: PROVIDE SEPARATE BALL VALVE SHUT-OFF INSIDE BLDG)

· PUBLIC USE FAUCET: ADA ACCESSIBLE, BRASS, SELF-CLOSING; HAWS MODEL 6252EHLF

· SAMPLE FAUCET: HOSE BIBB, SMOOTH NOSED ( NO THREAD), LEAD-FREE; MCDONALD MODEL 72002NT

· CHLORINE PORT: 1/2" SCH 40 PVC WITH 1/2" NIPPLE X 3" LONG WITH 1/2" THREADED BUSHING AND PLUG.

W

TR

PR

ES

SU

R

E

TA

N K

PG

SECTION C-C

PRESSURE GAUGE &

PRESSURE SWITCH

SMOOTH-NOSED

SAMPLE TAP

PLUMB THRU WALL TO

SYSTEM DRAIN HOSE BIBB

BALL VALVE SHUT-OFF FOR

SYSTEM DRAIN HOSE BIBB

HDPE WATERLINE

IN FROM WELL

TRANSITION / ADAPT TO

PUMPHOUSE PLUMBING

CHLORINE INJECTION PORT

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

1/2 8/2

6 1 4:

C

AM

ER

ON

ED

W

AR

DS

C

:\U

SE

RS

\C

AM

ER

ON

ED

W

AR

DS

\B

OX

\S

HA

RE

-G

RA

ND

IS

LA

ND

-W

AT

ER

IM

PR

OV

EM

EN

TS

\D

RA

FT

S\ _G

RA

ND

IS

LA

ND

-2

4-

W

TR

IM

P-

AR

CH

&D

ET

AI

LS

.D W

G;

R9

EASTERN REGION

GRAND ISLAND

WATER SYSTEMS

RENOVATION

HIAWATHA NF

MUNISING RANGER DISTRICT

TYPICAL PUMPHOUSE

PLUMBING

PLAN & DETAILS

01/26/26

J.SMREKAR

J.SMREKAR

C. EDWARDS

P-01 11 13

1 3/4" = 1'-0"

PUMPHOUSE - PLUMBING PLAN

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

BATT

BATT

WTR

PRESS.

TANK

B-B

A-A

TIMER SWITCH FOR

OVERHEAD LIGHT

PG PS

WALL-MOUNTED

ENCLOSURES

BATTERY BANK

24V DC EXTERIOR LED

LIGHT ON MOTION

SENSOR

24V DC LED LIGHT

ON TIMER SWITCH

ELEC. BREAKER PANEL

AND CONTROLS IN

ENCLOSURE

BATT

W

TR

PR

ES

SU

R

E

TA

N K

EL

EC

LIGHT

SECTION A-A

PG PS

EQUIP BACKER BOARD.

SEE STRUCT.

BA

TT

BA

TT

BA

TT

BA

TT

ELEC

LIGHT

CTRL

SECTION B-B

CHARGE CONTROLLER

& PUMP CONTROLLER

DISCONNECTS AND PROTECTION IN

STANDARD ENCLOSURE(S).

PROVIDE DISCONNECTS FOR:

· POWER INCOMING FROM SOLAR PANELS

· CHARGE INCOMING TO BATTERIES

· LOAD OUTGOING FROM BATTERIES

· LOAD OUTGOING FROM PUMP

CONTROLLER

· AND AS REQD BY CODE

CTRL

COMPATIBLE LED LIGHT

ON TIMER SWITCH

TIMER SWITCH FOR

OVERHEAD LIGHT

BATTERY BANK.

SEE SPECS FOR TYPE & CAPACITY.

PROVIDE COVERS/CASES FOR EA.

BATTERY.

COMPATIBLE EXTERIOR

LED LIGHT ON MOTION

SENSOR

ELECTRICAL NOTES:

1. SUBMIT PRODUCT CUT SHEETS AND PROPOSED LAYOUT OF ALL ELECTRICAL COMPONENTS FOR REVIEW AND APPROVAL BEFORE BEGINNING WORK.

2. ALL WIRING SHALL BE IN CONDUIT WHEN ABOVE GRADE, OR WHEN LESS THAN 12" BELOW GRADE, OR AS REQUIRED BY CODE.

3. ALL CONNECTIONS SHALL BE IN ENCLOSURES.

4. LABEL WIRES, LANDING POINTS, BREAKERS, EQUIPMENT, OPERABLE PARTS, ETC. WITH SUITABLE ADHESIVE PLASTIC LABELS.

5. CONDUCTOR RUN FROM BUILDING TO POLE MAY BE DIRECT BURY AS ALLOWED BY CODE. CONDUCTOR RUN FROM BUILDING TO WELL SHALL BE

INSTALLED IN CONDUIT FULL LENGTH.

6. COORDINATE PUMP AND DRAIN EQUIPMENT ELECTRICAL REQUIREMENTS WITH PLUMBING.

7. COLOR OF WIRE INSULATION SHALL CORRESPOND TO THE ASSOCIATED DC POLARITY. (RED FOR DC POSITIVE; BLACK FOR DC NEGATIVE).

SEE SHEET E-02 FOR ADDITIONAL ELECTRICAL NOTES AND REQUIREMENTS.

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

1/2 8/2

6 1 4:

C

AM

ER

ON

ED

W

AR

DS

C

:\U

SE

RS

\C

AM

ER

ON

ED

W

AR

DS

\B

OX

\S

HA

RE

-G

RA

ND

IS

LA

ND

-W

AT

ER

IM

PR

OV

EM

EN

TS

\D

RA

FT

S\ _G

RA

ND

IS

LA

ND

-2

4-

W

TR

IM

P-

AR

CH

&D

ET

AI

LS

.D W

G;

R9

EASTERN REGION

GRAND ISLAND

WATER SYSTEMS

RENOVATION

HIAWATHA NF

MUNISING RANGER DISTRICT

TYPICAL PUMPHOUSE

ELECTRICAL

PLAN & DETAILS

01/26/26

J.SMREKAR

J.SMREKAR

C.EDWARDS

E-01 12 13

1 3/4" = 1'-0"

PUMPHOUSE - ELECTRICAL PLAN

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

GRADE

PUMP

NOTES:

1. SEE SITE PLANS AND ARCH PLANS FOR LAYOUT DETAILS.

2. ALL WIRING SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE.

3. PROVIDE BATTERIES, PANELS, ETC. IN PUMPHOUSES

4. INCLUDE 4,000 JOULE SURGE ARRESTER.

SOLAR COLLECTION PANEL(S) & SUPPORT HARDWARE.

· SUPPORT SYSTEM TO WITHSTAND 80 MPH WINDS.

· FACE PANELS TO SOUTHERNMOST UNOBSTRUCTED VIEW.

· SET PANEL ANGLE PER INSET DETAIL

LED LIGHT FIXTURE ON CEILING OF PUMPHOUSE

CIRCUIT BREAKERS- DC RATED

24V BATTERY SYSTEM

FROM SOLAR PANELS

SEE SITE PLANS

TO DC PUMP

WELL &

DC PUMP

NEW OR EXISTING

SUPPORT POLE

TIMER SWITCH,

5 MINUTE

CHARGE CONTROLLER- TEMPERATURE COMPENSATED

LOAD CONTROLLER- WITH AUTOMATIC

& MANUAL DISCONNECTS

LIGHTNING

ARRESTER

GRADE

PU

M

PH

O

U

SE

FOR NEW POLE:

SET BASE 5' INTO

GROUND MIN.

DC SOLENOID VALVE FOR

SEASONAL DRAINING

° 41°

SOLAR PANEL

DESIGN AVERAGE

SUN ALTITUDE ANGLE

ELECTRICAL NOTES:

1. SUBMIT PRODUCT CUT SHEETS AND PROPOSED LAYOUT OF ALL ELECTRICAL COMPONENTS FOR REVIEW AND APPROVAL BEFORE BEGINNING WORK.

2. ALL WIRING SHALL BE IN CONDUIT WHEN ABOVE GRADE, OR WHEN LESS THAN 12" BELOW GRADE, OR AS REQUIRED BY CODE.

3. ALL CONNECTIONS SHALL BE IN ENCLOSURES.

4. LABEL WIRES, LANDING POINTS, BREAKERS, EQUIPMENT, OPERABLE PARTS, ETC. WITH SUITABLE ADHESIVE PLASTIC LABELS.

5. CONDUCTOR RUN FROM BUILDING TO POLE MAY BE DIRECT BURY AS ALLOWED BY CODE. CONDUCTOR RUN FROM BUILDING TO WELL SHALL BE

INSTALLED IN CONDUIT FULL LENGTH.

6. COORDINATE PUMP AND DRAIN EQUIPMENT REQUIREMENTS WITH PLUMBING.

7. COLOR OF WIRE INSULATION SHALL CORRESPOND TO THE ASSOCIATED DC POLARITY. (RED FOR DC POSITIVE; BLACK FOR DC NEGATIVE).

BASIS OF DESIGN - PROVIDE PRODUCTS BELOW OR EQUAL

AT POLE

· SOLAR PANEL POLE: CLASS 4, 10" BASE X 30' LONG MIN., SOUTHERN YELLOW PINE, TREATED-PENTACHLOROPHENOL; BY BELL POLE &

LUMBER

· SOLAR PANEL MOUNT: SUNWIZE MODEL 240045

· SOLAR PANEL(S): 180W MIN 24V SYSTEM; SLD TECH MODEL ST-180P-24

· COMBINER/FUSE BOXES: OUTBACK POWER SYSTEMS, FLEXWARE MODEL FWPV 8 COMBINER

· CONDUIT: PVC; SIZED FOR QTY AND SIZE OF CABLES; LONG SWEEPS

· OUTDOOR CONDUCTORS: COPPER; SUITABLE FOR INSTALLED LOCATION; 4 GA MIN.OR SIZED FOR MAXIMIMUM 3% VOLTAGE DROP FOR

CONDITION INSTALLED.

AT BUILDING

· LIGHTNING ARRESTOR: 0-500VDC, MADE FOR PHOTOVOLTAIC SYSTEM; DELTA MODEL LA302DC,

· CONDUIT: PVC; SIZED FOR QTY AND SIZE OF CABLES; LONG SWEEP BENDS

· INDOOR CONDUCTORS: COPPER; SUITABLE FOR INSTALLED LOCATION; SIZED FOR MAXIMUM 3% VOLTAGE DROP MIN OR PER EQUIP MFR

SUGGESTIONS.

· CONTROLLER J-BOX: SUNWIZE 230042 PR EXPRESS CONTROL PANELS, PS 30M

· COMBINER/FUSE BOX: OUTBACK POWER SYSTEMS, FLEXWARE FWPV 8 COMBINER

· BATTERIES: 12 VDC UNITS PAIRED TO 24VDC; MIN. 85 AH @ 20HR RATE TO 1.75VDC; GROUP SIZE 27, NON-SPILLABLE; DEKA MODEL

8G27-DEKA

· BATTERY CASES: PLASTIC; ACID-RESISTANT; LID; SIZED TO FIT THE BATTERIES PROVIDED (CASES ARE PROVIDED FOR SEASONAL

TRANSPORT)

· LIGHT SWITCH (TIMER): AUTO-OFF SPRING-TYPE TIMER COMPATIBLE WITH DC; INTERMATIC MODEL FF15MC

· SOLENOID DRAIN VALVE: PROVIDE CIRCUIT, CIRCUIT BREAKER, TIMER SWITCH FOR SEASONAL DRAINING OF WELL PIPING. COORD WITH

PLUMBING.

· LED MOTION FIXTURE: HARD WIRED 24V DC MOTION SENSOR LIGHTS CAPABLE OF 1600 LUMENS.

· LED INTERIOR FIXTURE: HARD WIRED 24V DC LED FIXTURE CAPABLE OF 1600 LUMENS.

AT WELL

· CONDUCTOR: COPPER; IN CONDUIT FULL LENGTH (NO DIRECT BURY), DOUBLE SHRINK SEAL AT SPLICE IN WELL SIZED TO DEVELOP FULL CAPACITY OF THE SPECIFIC PUMP INSTALLED IN THE SPECIFIC CONDITION INSTALLED

AS A MINIMUM

· CONDUIT: PVC; SIZED FOR QTY AND SIZE OF CABLES; LONG SWEEP BENDS; WEATHERTIGHT / STABLE CONNECTION TO WELL CAP.

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

1/2 8/2

6 1 4:

C

AM

ER

ON

ED

W

AR

DS

C

:\U

SE

RS

\C

AM

ER

ON

ED

W

AR

DS

\B

OX

\S

HA

RE

-G

RA

ND

IS

LA

ND

-W

AT

ER

IM

PR

OV

EM

EN

TS

\D

RA

FT

S\ _G

RA

ND

IS

LA

ND

-2

4-

W

TR

IM

P-

AR

CH

&D

ET

AI

LS

.D W

G;

R9

EASTERN REGION

GRAND ISLAND

WATER SYSTEMS

RENOVATION

HIAWATHA NF

MUNISING RANGER DISTRICT

ELECTRICAL

DETAILS

01/26/26

J.SMREKAR

J.SMREKAR

C.EDWARDS

E-02 13 13

1 3/8" = 1'-0"

TYPICAL SOLAR WATER SYSTEM ELECTRICAL SCHEMATIC

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