2. StonyPt-ElecWater_Drawings_v2.pdf
PDF 3 MB Posted
- Attached to
- Chippewa National Forest, Stony Point Campground Upgrades Federal contract opportunity
- Solicitation number
- 12445525B0001
- Issued by
- Department of Agriculture Forest Service
About this file
These are detailed design drawings for electrical and water system improvements at the Stony Point Campground in the Chippewa National Forest, located in Walker, Minnesota. The 17-sheet technical drawings, prepared by the USDA Forest Service's Eastern Region (R09), comprehensively document proposed upgrades including a new pumphouse, water distribution system, electrical infrastructure, and campground utility modifications. Key components include installing approximately 2,610 linear feet of water piping (in 1", 2", and 3" HDPE), approximately 6,218 linear feet of electrical trenching, new electrical services with multiple 400A panels, 11 water hydrants, an RV dump station, and infrastructure improvements for buildings like the shower, toilet, and fish cleaning facilities.
The drawings specify technical details such as pipe routing, electrical conductor specifications, equipment placement, and construction methodologies. The project includes replacing existing water and electrical systems, with careful consideration of site topography, existing infrastructure, and environmental constraints. The design incorporates specific requirements for water pressure, electrical load management, and meets Minnesota plumbing and electrical codes. The project benchmark is established at elevation 1301.9 ft, with the new pumphouse positioned to optimize utility distribution across the campground. Electrical work will be performed by Lake Country Power, with the Forest Service overseeing coordination and implementation.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Copy of Abstract 1.pdf | ||
| Sol_12445525B0001_Amd_0001.pdf | ||
| 2025-05-12 Bid Questions (002).pdf | ||
| Well Log_AsBuilt_ProductData.pdf | ||
| 12445525B0001 Stony Point Campground QA.pdf | ||
| StonyPt-ElecWater_Specs_v4.pdf | ||
| DBA_WD_CASS.pdf | ||
| Sol_12445525B0001.pdf | ||
| 1. StonyPt-ElecWater_BidSched.pdf |
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Text version
FOREST LOCATION MAP
PROJECT LOCATION MAP
TRAVEL DIRECTIONS:
SHEET OF
United States Department of Agriculture Forest Service
STONY POINT CAMPGROUND
TAKE MN 371 SOUTH / MN 200 EAST OUT OF THE CITY OF WALKER APPROXIMATELY 4.1 MILES. AT THE "Y" INTERSECTION, FOLLOW MN 200 EAST 1.9 MILES TO THE ONIGUM ROAD. TAKE THE ONIGUM ROAD NORTH 4.1 MILES TO THE STONY POINT CAMP ROAD. FOLLOW THE STONY POINT CAMP ROAD 3.1
MILES TO THE STONY POINT CAMPGROUND. LAT: 47.1373689 N, LONG: -94.4559321
WALKER RANGER DISTRICT OFFICE
201 MINNESOTA AVE E
WALKER, MN 56484
ELECTRICAL AND WATER SYSTEM IMPROVEMENTS
RECOMMENDED BY:
APPROVED:
FOREST ENGINEER
DISTRICT RANGER DATE
DATE
DIRECTOR OF ENGINEERING DATE
FOREST SUPERVISOR DATE
RO FACILITIES PROGRAM MANAGER DATE
9/6 /24
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MINNESOTA
CASS COUNTY
R09 - EASTERN REGION
CHIPPEWA NATIONAL FOREST
WALKER RANGER DISTRICT
STONY POINT CAMPGROUND
3290 STONY POINT CAMP RD NW
WALKER, MN 56484
M N 371/M
N 200
O N
IG
U
M R
D N
W
STONY PT CAMP RD
LEECH
LAKE
LEECH
LAKE
"Y"
INTERSECTION
SHEET G-01 /
INDEX OF SHEETS
PAGE SHEET SHEET TITLE DATE
1 G-01 COVERSHEET 9/6/2024
2 G-02 GENERAL - NOTES 9/6/2024
3 G-03 GENERAL - TYPICAL DETAILS 9/6/2024
4 C-01 EXISTING CONDITION - SITE UTILITIES PLAN 9/6/2024
5 A-01 PUMPHOUSE - FLOORPLAN & ELEVATIONS 9/6/2024
6 E-01 ELECTRICAL - NOTES, SCHEDULE & QTYS 9/6/2024
7 E-02 ELECTRICAL - POWER COMPANY PLAN 9/6/2024
8 E-03 ELECTRICAL - FS (OWNER) PLAN 9/6/2024
9 E-04 ELECTRICAL - EXIST. TO REFEED & DETAILS 9/6/2024
10 E-05 ELECTRICAL - DETAILS AT NEW SERVICES 9/6/2024
11 E-06 ELECTRICAL - PUMPHOUSE BASIC & EQUIPMENT 9/6/2024
12 P-01 WATER - NOTES & QUANTITIES 9/6/2024
13 P-02 WATER - PLAN 9/6/2024
14 P-03 WATER - PROFILES 9/6/2024
15 P-04 WATER - DETAILS 9/6/2024
16 P-05 WATER - PUMPHOUSE EQUIPMENT PLAN 9/6/2024
17 P-06 WATER - PUMPHOUSE EQUIPMENT ELEVATIONS 9/6/2024
09/06/2024
ADAM BARDWELL
Digitally signed by ADAM
BARDWELL
Date: 2024.09.24 11:39:59 -05'00'
ANN LONG VOELKNER
Digitally signed by ANN LONG
VOELKNER
Date: 2024.09.25 08:34:54 -05'00'
MICHAEL
STANSBERRY
Digitally signed by MICHAEL
STANSBERRY
Date: 2024.09.27 16:38:14 -05'00'
JUAN RIOS Digitally signed by JUAN RIOS Date: 2024.10.02 07:19:24 -05'00'
JOSIAH KIM Digitally signed by JOSIAH KIM Date: 2024.10.25 16:59:45 -05'00'
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
4/8 /25
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R09
EASTERN REGION
STONY POINT CG
ELECTRICAL &
WATER SYSTEM
IMPROVEMENTS
CHIPPEWA
NATIONAL FOREST
WALKER RANGER DISTRICT
GENERAL
NOTES
09/06/2024
J.SMREKAR
J.SMREKAR
R.SUTTON
G-02 02 17
GENERAL CONSTRUCTION NOTES:
1. A TURN-KEY SYSTEM SHALL BE PROVIDED BY THE CONTRACTOR EVEN IF DETAILS, INDUSTRY STANDARDS AND
INCIDENTALS ARE NOT SHOWN IN THE DRAWINGS OR SPECIFICATIONS.
2. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE FOLLOWING: ALL APPLICABLE INTERNATIONAL CONSTRUCTION CODES (ICC), THE NATIONAL ELECTRIC CODE (NEC), MINNESOTA BUILDING
CODES, PROJECT DRAWINGS, PROJECT SPECIFICATIONS AND INDUSTRY STANDARD PRACTICES.
3. THE CONTRACTOR SHALL COMPLY WITH ALL SAFETY REQUIREMENTS AS OUTLINED BY THE U.S. DEPARTMENT OF AGRICULTURE - FOREST SERVICE - HEALTH AND SAFETY CODE HANDBOOK (FSH-6709.11), AS WELL AS APPLICABLE OSHA
REGULATIONS.
4. ALL WORK INSIDE CONFINED SPACES SHALL BE ACCOMPLISHED BY PERSONS WHO ARE CURRENTLY CONFINED SPACE CERTIFIED AND WILL FOLLOW ALL OSHA 29 CRF1910 REGULATIONS. COPIES OF ALL PERMITS, AIR QUALITY CHECKS, ETC.
SHALL BE PROVIDED TO THE COR PRIOR TO EACH PROGRESS PAYMENT AND FINAL PAYMENT.
5. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PROJECT PERMITS.
6. THE CONTRACTOR SHALL HOLD CURRENT LICENSE ISSUED BY THE STATE OF MINNESOTA FOR THE TYPE OF WORK BEING
PERFORMED.
7. TRAFFIC CONTROL SIGNS AND DEVICES SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL
DEVICES (MUTCD), LATEST EDITION.
8. THE CONTRACTOR SHALL ENSURE THAT THERE IS A PRINTED HARD COPY OF THE APPROVED DRAWINGS AND
SPECIFICATIONS ON SITE AT ALL TIMES DURING CONSTRUCTION ACTIVITY.
9. THE CONTRACTOR SHALL COORDINATE UTILITY LOCATES BY CONTACTING "GOPHER STATE ONE CALL" ( 811 OR https://www.gopherstateonecall.org ) A MINIMUM OF 72 HOURS BEFORE PERFORMING ANY EXCAVATION WORK. THE CONTRACTOR SHALL NOT COMMENCE EXCAVATION WORK UNTIL UTILITIES HAVE BEEN LOCATED ON THE GROUND AND THE GOPHER STATE TICKET IS CLOSED. THE CONTRACTOR SHALL SUBMIT COMPLETED GOPHER ONE CALL TICKET(S)/SERVICE
REQUEST(S) TO THE COR PRIOR TO PAYMENT FOR THE ASSOCIATED EXCAVATION WORK.
10. LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF EXISTING UTILITIES OR OTHERWISE ARRANGE FOR AND PAY FOR
THE LOCATION OF UTILITIES ON GOVERNMENT PROPERTY.
11. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON-SITE STORM WATER RUNOFF BY USING APPROVED TEMPORARY EROSION/SILTATION CONTROL PROCEDURES. CONTRACTOR IS TO SUBMIT AN EROSION CONTROL
PLAN FOR APPROVAL PRIOR TO NOTICE TO PROCEED.
12. NO CONSTRUCTION ACTIVITY SHALL BE PERMITTED BETWEEN THE HOURS OF 6:00 P.M. AND 8:00 A.M. WEEKDAYS. NO WORK WILL BE PERMITTED ON WEEKENDS OR FEDERAL HOLIDAYS WITHOUT WRITTEN PERMISSION FROM THE CO/COR.
13. THE CONTRACTOR SHALL REMOVE ALL DEBRIS, AND ITEMS DESIGNATED TO BE REMOVED, FROM THE SITE AND DISPOSE OF
OR RECYCLE IN ACCORDANCE WITH LOCAL LAWS AND REGULATIONS.
ABBREVIATION MEANING
AL ALUMINUM
BH BOREHOLE
BM LAND SURVEY BENCHMARK
CG CAMPGROUND
CI OR CIP CAST IRON / CAST IRON PIPE
CO CONTRACTING OFFICER
COR CONTRACTING OFFICER'S REPRESENTATIVE
CP CONTROL POINT
CU COPPER
EX EXISTING
FFE FINISHED FLOOR ELEVATION
FS FOREST SERVICE
FT FOOT
GI OR GIP GALVANIZED IRON / GALVANIZED IRON PIPE
HDPE HIGH DENSITY POLYETHYLENE (PIPE)
LF LINEAR FOOT
LS LUMP SUM
MH MANHOLE
OH OVERHEAD
PROP PROPOSED
PVC POLY VINYL CHLORIDE (PIPE)
SLOPE RATIO: HORIZONTAL : VERTICAL
TYP TYPICAL
U.N.O. UNLESS NOTED OTHERWISE
UG UNDERGROUND
ABBREVIATIONS:SURVEY & LAYOUT NOTES:
1. THE CONTRACTOR IS RESPONSIBLE FOR ALL LAND SURVEY AND LAYOUT WORK REQUIRED TO
CONSTRUCT THIS PROJECT.
2. ALL ACTUAL CONDITIONS MUST BE FIELD-VERIFIED BY THE CONTRACTOR BEFORE ORDERING
MATERIALS AND STARTING ON-SITE WORK. IF AN EXISTING CONDITION IS NOT AS SHOWN,
NOTIFY THE COR IMMEDIATELY TO DETERMINE IF ADJUSTMENTS TO THE DESIGN ARE REQUIRED.
3. THE BENCHMARK FOR THIS PROJECT IS 1301.9 FT, AS SHOWN ON THE PLAN SHEET C-01.
4. THE TOPOGRAPHIC CONTOURS SHOWN ARE BASED ON LIDAR DATA. THE CONTRACTOR IS TO
FIELD VERIFY CONTOUR INFORMATION AS REQUIRED.
5. THE CONTRACTOR SHALL COORDINATE THE PRECISE HORIZONTAL LOCATION OF ELECTRICAL:
TRANSFORMERS, PANELS, SERVICE PEDESTALS & STRUCTURES, AND WATER: VALVES, FITTINGS
& FIXTURES, WITH THE COR BEFORE BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL
MARK THE PROPOSED LOCATIONS WITH LATH STAKES AND WAIT FOR REVIEW AND WRITTEN
APPROVAL OF THE LOCATIONS BY THE COR BEFORE BEGINNING WORK.
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WOVEN GEOTEXTILE FILTER
FABRIC. 36 INCH WIDTH.PER
MNDOT SPECIFICATION 3886.
2" X 2" HARDWOOD STAKES
AT MAXIMUM 6 FT. O.C.
BACKFILL AND RECOMPACT
TRENCH.
DIRECTION OF FLOW
3.
5'
0.
5'
1.
5'
4" X 4" UC4A TREATED
WOOD MARKER POST -
ANGLE TOP TO FACE
DOWN TOWARDS THE
OBJECT THAT POST IS
MARKING
3'
45°
4" X 4" MARKER POST
3'
4" TOP SOIL. MOUND OVER
FINISHED GRADE.
MARKER TAPE WITH WORDS
"CAUTION ELECTRIC LINE
BURIED BELOW
BACKFILL
ELECTRICAL CONDUCTORS
IN CONDUIT FOR BRANCH
CIRCUITS; ALL OTHERS
DIRECT BURY
6"
1' -6
" M
IN
O
R P
ER
N
EC
6" MIN
UTILITY PIPE OR CONDUIT
BACKFILL
MARKER TAPE WITH APPROPRIATE
COLOR/WORDING FOR UTILITY BELOW
FINISHED GRADE
1'-6"
4" 1'
D
EP
TH
V
AR
IE
S
BASE COURSE OR AGGREGATE ROAD SURFACE
SAW CUT AND PATCH ASPHALT ONLY IF ALLOWED
IN WRITING
NOTES:
1. BORE OR DRIVE PIPE OR CONDUIT
UNDER PAVED SURFACES.
2. DO NOT CUT PAVEMENT WITHOUTH
PRIOR APPROVAL FROM COR
EXISTING ASPHALT
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
4/8 /25
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R09
EASTERN REGION
STONY POINT CG
ELECTRICAL &
WATER SYSTEM
IMPROVEMENTS
CHIPPEWA
NATIONAL FOREST
WALKER RANGER DISTRICT
GENERAL
TYPICAL DETAILS
09/06/2024
J.SMREKAR
J.SMREKAR
R.SUTTON
G-03 03 17
1 SCALE 1" = 1'
DETAIL - PRE-ASSEMBLED SILT FENCE
2 SCALE 1" = 1'
DETAIL - TYP. 4X4 WOOD MARKER POST
3 SCALE 1" = 1'
DETAIL - TYP. ELECTRIC CABLE TRENCH
4 SCALE 1" = 1'
DETAIL - UTILITY LINE UNDER IMPROVED SURFACE
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1-H O
ST
RV DUMP
STATION
H6
H11 H9
H7
H8
H3
H2
H1
T1
GUNNISON - RIGHT HAND
GUNNISON - RIGHT HAND
H10
H4
H5
WATER SYSTEM OUTLETS
(11) DRINKING WATER HYDRANTS
(1) RV DUMP RINSE TOWER
SHOWER BLDG: (6) SHOWERS, (#) UTIL SPIGOTS?
TOILET BLDG: (7) TOILETS, (1) URINAL, (6) LAV SINKS, (1) UTIL SINK
GARAGE/FISH BLDG: (#) SPIGOTS, (1) FISH CLEAN SPRAYER
W
W
W
W
W W
W W
W
W
W W
W W
WW
W W
W
W
W
W
D
D
D
D
D
D D
BEACH AREA
E E
E
LEECH LAKE
NORMAL WATER ELEV
1294.5 - 1296.0 FT NAVD88
(25-75 PERCENTILE)
PER CORPS OF ENGINEERS DATA
FISH
CLEANING
BLDG
GARAGE
BLDG
VAULT
TOILET
VAULT
TOILET
EXISTING WELL & WELL HOUSE
TO BE DEMOED.
FOR BIDDING, ASSUME WELL IS 4"
DIAM. & 100' DEEP. VERIFY.
BOAT
LANDING
EDGE OF WATER - EL 1296 - LIDAR
HARBOR
LIFT
STATION
GATE
GATE
ENTRY
SIGN
BOAT RAMP PARKING
GUNNISON - RIGHT HAND
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
EE
E
E
E
E E E
E
E
E
E
E
E
E E
E
E
E
E E
E
E E
E
E
E
E
E
E E
LA
KE
C O
UN
TR
Y
BU
RR
IE
D
SV
C
LI
NE
SUB-PANEL AT FEE STATION
MAIN AT SHOWER BLDG CLOSET
TRANSFORMER,
SERVICE CLOSET
SEE E-04
30 30
30 30
LUG
BOX
#10
#2#4/0
#4/0
#4/0
#4/0 #4/0
#4/0
#4/0
#4/0
#4/0
#4/0
#4/0
#4/0 #4/0
#4/0 #4/0
#4/0
#4/0
#4/0
#4/0
#4/0
#4/0
#4/0
#4/0
#2/4/2
#2 #2
#2
#2
#2
#4/0
#10 #10
#10
#10
#1
#10
#10
TERMINAL
BOX
POWER TO SEPTIC PUMPS
M
No.7
No.7
No.15
200A
PANEL
100A
PANEL
100A
PANEL
TOILET BLDG
ENTRY KIOSK
FOOTPATH
TO HARBOR
GUNNISON - RIGHT HAND
NEW PUMPHOUSE
LOCATION
WATER LINE REDUCER
WATER LINE VALVE
WATER HYDRANT (W/ SPIGOT DIR.)
CAMP SITE NUMBER
LEGEND
WATER LINE
WATER LINE TEE
WATER LINE ELBOW
D WATER SYSTEM DRAIN
WATER HYDRANT IDHK
WATER LINE NODE IDC
W
T1
SHWR
BLDG
NOTES ON EXISTING SITE PLAN
1. ALL IMPROVEMENTS SHOWN ARE TO REMAIN AND BE PROTECTED UNLESS
SPECIFICALLY NOTED OTHERWISE.
2. THE FOLLOWING EXISTING IMPROVEMENTS SHALL BE DEMOED/DECOMMISSIONED:
2.1. EXISTING WELL AND WELL HOUSE STRUCTURE
2.2. EXISTING WATER DISTRIBUTION: CG & HOST HYDRANTS; ANY ABOVE-GROUND
ITEMS THAT WILL NOT BE USED IN THE NEW SYSTEM (VALVES & RISERS, DRAINS &
RISERS, MARKER POSTS, ETC.)
2.3. EXISTING ELECTRICAL DISTRIBUTION: ANY ABOVE-GROUND ITEMS THAT WILL NOT
BE USED IN THE NEW SYSTEM (RV PEDESTALS; PANELS, LUG BOXES, POLE LIGHT
FIXTURES, ETC.)
2.4. BELOW-GROUND ITEMS THAT ARE MORE THAN 12" UNDERGROUND AND THAT ARE
NOT USED IN THE NEW SYSTEMS SHALL BE REMOVED AS REQUIRED TO FACILITATE
THE NEW WORK OR ABANDONED IN PLACE.
2.4.1. IF ABANDONDED IN PLACE: PIPES SHALL BE PLUGGED/CAPPED AT CUT ENDS,
AND ALL ITEMS SHALL BE MADE TO PREVENT WATER PONDING OR
ENTRAPMENT.
2.5. BELOW GROUND ITEMS THAT ARE LESS THAN 12" BELOW GRADE AND ARE NOT
USED IN NEW SYSTEMS SHALL BE REMOVED
2024 WELL
USE WITH NEW SYSTEM
PROJECT BENCHMARK
PK NAIL IN ASPHALT
EL 1301.9 FT
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
4/8 /25
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R09
EASTERN REGION
STONY POINT CG
ELECTRICAL &
WATER SYSTEM
IMPROVEMENTS
CHIPPEWA
NATIONAL FOREST
WALKER RANGER DISTRICT
EXISTING CONDITION
SITE UTILITIES PLAN
09/06/2024
J.SMREKAR
J.SMREKAR
R.SUTTON
C-01 04 17
Feet 0 50 100
D-SIZE PLOT SCALE 1" = 50'
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LH SIDE EXTERIOR ELEVATION
FRONT EXTERIOR ELEVATIONLH SIDE EXTERIOR ELEVATION
SECTION
NOTES ON PUMPHOUSE BUILDING
1. CONCRETE SLAB TO BE LIGHT BROOM FINISH
2. CONTRACTOR TO MARK REQUIRED ELECTRICAL CLEAR AREA(S) ON FLOOR WITH YELLOW EPOXY
PAINT AFTER ELECTRICAL INSTALLATIONS; COORDINATE WITH COR.
3. SEE 2/E-04 FOR BASIC BUILDING ELECTRICAL
4. COORDINATE ROOF CROSS TIE LOCATION TO ALLOW CLEAR ACCESS TO EQUIPMENT BELOW
4.1. SEE E-06 FOR ELECTRICAL EQUIPMENT SCHEMATIC
4.2. SEE P-05 FOR PLUMBING & EQUIPMENT LAYOUT.
5. AT ROOF OVERHANG, PROVIDE FASCIA FRAMING, FASCIA TRIM, DRIP EDGE, UNVENTED SOFFIT
PANEL
6. PROVIDE SLOPED ACCESS RAMP OF CRUSHED GRANITE FINES MATERIAL AT DOOR. RAMP SHALL
BE FULL WIDTH OF DOOR OPENING. MAX RAMP SLOPE 1V:12H.
7. AFTER BUILDING WORK IS COMPLETE, GRADE AREA AROUND BUILDING TO DRAIN. DROP GRADE
6" MINIMUM IN FIRST 10 FEET FROM BUILDING.
12X12 WALL VENT TYP.
ADD INSECT SCREEN TO
INSIDE FACE.
D O
O R
D O
O R
RIGHT
SIDE
LEFT
SIDE
CENTER
2'-6"
12'9'
12" EXHAUST FAN,
LOUVERS & HOOD
FLOOR KNOCKOUT SCHEDULE
(MEASURES TO CENTER OF OPENING)
KNOCKOUT
DESCRIPTION
DIST FROM INSIDE FACE
OF GABLE END WALL
DIST FROM INSIDE FACE
OF SIDE WALL
WTR INLET - 8" DIAM. 9" 9"
WTR DRAINS - 8" DIAM. 6" 6"
WTR OUTLET - 8" DIAM
9'-0" (FROM DOOR END)
9"
ELEC IN & OUT - 6" X 18" 2'-0" 2"
6" CMU CURB (8" HIGH)
2X TREATED SILL ON
FOAM SILL GASKET
5 1/2" CONC. SLAB
W/ #4 @ 12" O.C.
EA. WAY
(2) LAYERS OF 2"
XPS INSULATION
6" COMPACTED
SAND BASE
(4) CROSS TIE WALL BRACES
@ ~ 48" O.C. COORD WITH
EQUIP LAYOUT. SEE P-05
T
O P
W
A L L
LP SMARTSIDE
LAP SIDING & TRIM
5/8 OSB SHEATHING
2X6 WALL FRAMING
22'-0" SLAB
S
L A
B
C
M U
I N
C
L R
20'-0" CMU IN CLR
1/2" CEMENT BACKER
FULL HEIGHT
WHITE FRP PANELS
TO 8'
NON-WOVEN BLDG WRAP
21'-0" CMU
C
M
T
DRAIN PIPE TO DAYLIGHT
8" DIAM. FLOOR KNOCK OUT;
INLET PIPE FROM WELL
8" DIAM. FLOOR KNOCK OUT;
OUTLET PIPE TO CG
8" DIAM. FLOOR KNOCK OUT;
ELEC IN & OUT
6"X18" FLR KNOCK OUT;
EXH.
FAN
HOOD
EXHAUST FAN
THRU FRAMED
WALL ABOVE
VENT
(4) 12 X12 VENTS THRU
FRAMED WALL ABOVE
VENT VENT
V
N
T
LAKE
SIDE
MATERIAL SPECIFICATIONS
UNDER-SLAB INSULATION: EXTRUDED POLYSTYRENE FOAM BOARD INSULATION
(XPS);TONGUE & GROOVE. (25 PSI )
FOAMULAR NGX 250 BY OWENS CORNING
STEEL REINFORCING FOR
CONCRETE SLABS:
#4 REBAR, FY = 40 KSI MIN
CONCRETE: F'C = 4,000 PSI, AIR-ENTRAINED, FIBER REINFORCING
ANCHOR BOLTS: HOT-DIPPED GALVANIZED PER IBC
WALL FRAMING: SPF #2 OR BETTER OR PER CODE
WALL SHEATHING: 5/8” OSB PANELS APA RATED FOR FRAMING SPACING
ROOF DECKING: 5/8” OSB PANELS APA RATED FOR FRAMING SPACING
ROOF UNDERLAYMENT:
(FULL ROOF)
SELF-ADHERING; ICE/WATER BARRIER; GRANULAR
COATED;
WINTERGUARD BY CERTAINTEED
ROOF DRIP EDGE ALUMINUM PAINTED TO MATCH FASCIA
ROOF SHINGLES: ATLAS BRAND; BRIARWOOD PRO HD;
COLOR:DRIFTWOOD HD ARS; (THIS IS EXACT MATCH
TO ADJACENT BUILDINGS-NO SUBSTITUTIONS)
SERVICE DOOR: 72"W X 80"H DBL LEAF COMERCIAL STEEL FOAM CORE;
FLUSH; WITH STEEL FRAME
LOCKSET: ND50PD SPA, FINISH: 613, BY SCHLAGE; MAKE ADD'L
BORE AND INSTALL GOV. PROVIDED DEADBOLT;
DOOR CLOSER: CLOSER: HOLD OPEN ARM CLOSER; MODEL #: 4040XP
BY LCN; TOP JAMB
THRESHOLD: PRODUCT #: 425, FINISH: AL, MANUFACTURED BY
NATIONAL GUARD PRODUCTS
SWEEP: INSECT-PROOF
COLOR: PAINT TO MATCH TRIM COLOR
EXTERIOR FINISHES: MATCH APPEARANCE OF EXISTING TOILET / SHOWER
BUILDINGS
(NO SUBSTITUTIONS)
SIDING: LP SMARTSIDE LAP SIDING
SOFFIT & FASCIA BOARDS: LP SMARTSIDE; PRE-PRIMED; PAINT TRIM COLOR
TRIM BOARDS: LP SMARTSIDE; PRE-PRIMED; PAINT TRIM COLOR
EXTERIOR SEALANT OSI QUAD, MATCH FINISH COLOR AT LOCATION
EXTERIOR PAINT: BEHR MARQUEE EXTERIOR BRAND;
SIDING COLOR: MQ2-48, STURDY BROWN, EGGSHELL
TRIM COLOR: N470-6, WHALE GRAY, SEMI-GLOSS
WALL VENTS DRAINABLE LOUVERS; ALUMINUM; FLANGED; #20UA07
BY DAYTON
INTERIOR FINISHES: DURABLE; MOISTURE-RESISTANT; MOLD-RESISTANT
INTERIOR SHEATHING: 1/2" CEMENT BACKERBOARD
INTERIOR LINER PANEL: FIBER-REINFORCED PANEL; WHITE; TEXTURED; WITH
SEAM COVERS; 0.090 MIN THICKNESS
LINER PANEL ADHESIVE: SILICONE CAULK
LINER PANEL FASTENERS: STAINLESS STEEL SCREWS/FINISH WASHERS;
ALUMINUM OR PLASTIC BATTEN STRIPS
INTERIOR EXPOSED WALL
(ABOVE FRP):
PRIMER & LATEX PAINT; SEMI-GLOSS; WHITE
INTERIOR EXPOSED ROOF
FRAMING & SHEATHING:
PRIMER & LATEX PAINT; SEMI-GLOSS; WHITE
FLOOR SLAB: UNPAINTED CONCRETE
LAKE
SIDE
LAKE
SIDE
12" ROOF
OVERHANG TYP.
ALL SIDES.
SEE NOTES.
FILL ALL CMU CORES
COORD. SIZE OF CMU
OPENING AT DOOR
2X6 ROOF RAFTERS
@ 16" O.C. PROVIDE
HURRICANE CLIPS
6"W X 3/4" PLYWOOD COLLAR TIE
RIDGE PER IBC
STEEL STRAP TYP.
AT CROSS TIE TO
WALL PLATE
SLOPE GRADE TO
DRAIN. SEE NOTES.
EXH.FAN
FRAMING ANCHOR BOLTS
DOWEL CMU TO SLAB
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
4/8 /25
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R09
EASTERN REGION
STONY POINT CG
ELECTRICAL &
WATER SYSTEM
IMPROVEMENTS
CHIPPEWA
NATIONAL FOREST
WALKER RANGER DISTRICT
NEW PUMPHOUSE
BUILDING FLOORPLAN &
ELEVATIONS
09/06/2024
J.SMREKAR
J.SMREKAR
R.SUTTON
A-01 05 17
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ELECTRIC CONDUCTOR SEGMENT SCHEDULE
1. THE WIRE SIZES IN AWG/MCM BELOW ARE THE BASIS OF THIS DESIGN AND SHALL BE USED FOR BIDDING PURPOSES. IF ANY INCREASES IN
CONDUCTOR SIZES ARE REQUIRED TO DELIVER AN ADEQUATE AND CODE-CONFORMING ELECTRICAL SYSTEM, THE CONTRACTOR SHALL NOTIFY THE
COR IMMEDIATELY FOR RESOLUTION.
2. THE ELECTRICAL CONTRACTOR SHALL VERIFY THAT ALL OF THE INFORMATION IS CORRECT AND THE RESULTING ELECTRICAL SYSTEM WILL MEET THE
NEC AND ALL CODE REQUIREMENTS.
3. LENGTHS SHOWN ARE APPROXIMATE AND ARE SHOWN FOR REFERENCE ONLY. THE CONTRACTOR SHALL MAKE THEIR OWN ASSESSMENTS OF THE
LENGTHS NEEDED AND ADJUST CONDUCTOR SIZES IF REQUIRED.
4. THE ELECTRICAL CONTRACTOR SHALL ASSURE THAT THE ELECTRICAL PLAN AND CONDUCTOR TABLE ARE COMPLETE AND CORRECT ON THE
AS-BUILT DOCUMENTS THAT ARE SUBMITTED AT THE END OF THE PROJECT.
IN GENERAL:
· OWNER SECONDARYS FROM SERVICE TO PANELS: AL-350 MCM; DIRECT BURY ALLOWED
· RUNS TO RV PEDS: AL- 4/0; DIRECT BURY ALLOWED
· BRANCH CIRCUIT CONDUCTORS - SIZED PER NEC, IN CONDUIT (EVEN WHEN BURIED)
ELECTRICAL SYSTEM CONSTRUCTION NOTES:
1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS EQUIPMENT AND
TRANSPORTATION NECESSARY FOR THE PROPER EXECUTION OF THE WORK IN ACCORDANCE WITH
THE CONTRACT DOCUMENTS AND ALL INCIDENTAL WORK NECESSARY TO COMPLETE THE PROJECT
IN AN ACCEPTABLE MANNER, READY FOR USE, OCCUPANCY OR OPERATION BY THE OWNER.
2. ALL ELECTRICAL WORK SHALL BE IN COMPLIANCE WITH ALL NATIONAL, STATE AND LOCAL CODES, ORDINANCES. ANY MODIFICATIONS AND/OR ADDITIONS TO THESE PLANS REQUIRED FOR PROPER
COMPLIANCE TO ANY APPLICABLE CODES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
AND SHALL BE CONSIDERED INCIDENTAL TO THE RELATED BID ITEM(S). NO SEPARATE PAYMENT
WILL BE MADE FOR WORK REQUIRED TO MAKE THE INSTALLATION CODE-COMPLIANT.
3. ELECTRICAL WORK SHALL BE DONE BY A MINNESOTA LICENSED ELECTRICIAN.
4. ALL ELECTRICAL WORK ON THIS CONTRACT SHALL BE INSPECTED BY A STATE OF MINNESOTA ELECTRICAL INSPECTOR. THE CONTRACTOR SHALL COORDINATE AND PAY FOR THIS INSPECTION.
THE COST OF THIS INSPECTION MAY BE INCLUDED IN AN ELECTRICAL BID ITEM. NO SEPARATE
PAYMENT OR REIMBURSEMENT WILL BE MADE BY THE GOVERNMENT FOR INSPECTIONS.
5. CONTRACTOR TO LOCATE BOTH EXISTING AND NEW WATER, SEWER, AND ELECTRICAL LINES AND
ENSURE NO CONFLICTS WITH PROPOSED ELECTRICAL LINES. THE ELECTRICAL CONTRACTOR
SHALL COORDINATE UTILITY RUNS WITH OTHER TRADES.
6. LAKE COUNTRY POWER (LCP) TO PROVIDE THE ELECTRICAL SERVICES AS SHOWN ON THESE PLANS.
THE COST OF THIS WORK SHALL BE PAID BY THE CONTRACTOR AND INCLUDED IN THE RELATED BID ITEM(S) ON THIS CONTRACT. NO SEPARATE PAYMENT WILL BE MADE BY THE GOVERNMENT TO LAKE
COUNTRY POWER. LAKE COUNTRY POWER CONTACT NUMBER: 800 - 421 - 9959; LCP SERVICE
ADDRESS OF THIS SITE: 3290 STONY PT NW CAMPGROUND, WALKER, MN.
7. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL LCP-CUSTOMER-PROVIDED WORK
THAT IS REQUIRED BY LCP TO CONNECT TO LCP SERVICES. SUCH WORK SHALL MEET THE
SPECIFICATIONS AND REQUIREMENTS OF LCP.
8. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL WIRING, DEVICES, PANELS, AND
BREAKERS AS REQUIRED BY CODE. WHERE AN ELECTRICAL DEVICE AND/OR DISCONNECT IS
REQUIRED BY CODE BUT NOT SHOWN, IT SHALL BE FURNISHED AND INSTALLED BY THE
ELECTRICIAN AS INCIDENTAL TO AN ELECTRICAL BID ITEM.
9. THE ELECTRICAL CONTRACTOR SHALL COORDINATE LOCATION OF PANEL MOUNTING BOARDS WITH
COR.
10. THE ELECTRICAL CONTRACTOR SHALL INSTALL A CIRCUIT DIRECTORY WITH TYPED/PRINTED (NOT
HAND-WRITTEN) CIRCUIT DESIGNATION CARD ON THE INSIDE OF EACH PANEL BOARD DOOR.
11. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL DURABLE LABELS TO THE OUTSIDE OF ALL NEW AND PRE-EXISTING REMAINING FS-OWNED ELECTRICAL GEAR. LABELS SHALL MEET CODE REQUIREMENTS, AND SHALL AT A MINIMUM INCLUDE: IDENTIFY THE TYPE OF ITEM, IDENTIFICATION NAME/NUMBER/CODE, CAPACITY, FED BY COMPONENT. (EXAMPLE: ", PANELBOARD, RV-B, 1-PH 400A, FEED: SVC B")
12. RV SERVICE PEDESTALS ARE TO BE LOCATED ON RIGHT SIDE OF EACH CAMP SPUR (WHEN VIEWED
FROM THE ROAD TO THE BACK OF THE SPUR). COR TO VERIFY/APPROVE PEDESTAL LOCATION
BEFORE INSTALLATION.
13. ELECTRICAL WIRING AT PAVED ROAD CROSSINGS SHALL BE DIRECTIONALLY BORED OR INSTALLED
IN A DRIVEN CONDUIT. ASPHALT SHALL NOT BE CUT.
SERVICE FEEDERS & CIRCUITS PROTECTION
AMPS
FACTORED
DEMAND
AMPS
APPROX.
LENGTH
PHASE
CONDUCTORS
(QTY 2)
NEUTRAL
CONDUCTOR
GROUND
CONDUCTOR
TOTAL
V DROP %
AT END PT
SERVICE A
FEED TO PANELBOARD: "PUMPHOUSE" 200 190 AL- 350 MCM AL- 350 MCM PER NEC 1.9%
PANELBOARD PUMPHOUSE MAIN
PROTECTION 200
SUBFEED TO LOAD CENTER-ENTRY KIOSK
FROM PANELBOARD "WELLHOUSE" 100 100 150 AL- 4/0 AL- 4/0 PER NEC 3.2%
FEED TO PANELBOARD: "RV-A" 250 15 AL- 350 MCM AL- 350 MCM PER NEC 0.6%
PANELBOARD RV-A MAIN PROTECTION 400
CIRCUIT: A1 (3) PEDS 150 120 322 AL- 4/0 AL- 4/0 PER NEC 3.5%
CIRCUIT: A2 (2) PEDS 150 90 190 AL- 1/0 AL- 1/0 PER NEC 3.5%
CIRCUIT: A3 (2) PEDS 150 90 190 AL- 1/0 AL- 1/0 PER NEC 3.5%
CIRCUIT: A4 (3) PEDS 150 120 320 AL- 4/0 AL- 4/0 PER NEC 3.8%
SERVICE B
FEED TO PANELBOARD: "RV-B" 360 15 AL- 350 MCM AL- 350 MCM PER NEC 0.6%
PANELBOARD RV-B MAIN PROTECTION 400
CIRCUIT: B1 (3) PEDS 150 135 309 AL- 4/0 AL- 4/0 PER NEC 3.9%
CIRCUIT: B2 (3) PEDS 150 135 302 AL- 4/0 AL- 4/0 PER NEC 4.1%
CIRCUIT: B3 (3) PEDS 150 120 189 AL- 4/0 AL- 4/0 PER NEC 3.3%
CIRCUIT: B4 (3) PEDS 150 135 352 AL- 4/0 AL- 4/0 PER NEC 4.6%
CIRCUIT: B5 (3) PEDS 150 135 351 AL- 4/0 AL- 4/0 PER NEC 4.5%
SERVICE C
FEED TO PANELBOARD: "RV-C" 285 15 AL- 350 MCM AL- 350 MCM PER NEC 0.6%
PANELBOARD RV-C MAIN PROTECTION 400
CIRCUIT: C1 (3) PEDS 150 120 296 AL- 4/0 AL- 4/0 PER NEC 3.3%
CIRCUIT: C2: (2) PEDS PLUS LIGHTS 150 95 205 AL- 4/0 AL- 4/0 PER NEC 3.1%
CIRCUIT: C2: RUN TO POLE LIGHTS FROM
SITE 21 15 5 251 AL- #6 AL- #6 PER NEC 3.6%
CIRCUIT: C3 (3) PEDS 150 120 297 AL- 4/0 AL- 4/0 PER NEC 3.5%
CIRCUIT: C4: (3) PEDS PLUS LIGHTS 150 85 268 AL- 4/0 AL- 4/0 PER NEC 3.1%
CIRCUIT: C4 - RUN TO POLE LIGHTS FROM
SITE 27 15 5 324 AL- #6 AL- #6 PER NEC 3.8%
SERVICE D
FEED TO SHWR BLDG ELEC CLOSET
REFEEDS: SHWR BLDG, TOILET BLDG,
GARAGE BLDG
400 30 AL- 350 MCM AL- 350 MCM PER NEC 0.6%
FEED TO PANELBOARD: "RV-D" 220 155 AL- 350 MCM AL- 350 MCM PER NEC 1.7%
PANELBOARD RV-D MAIN PROTECTION 400
CIRCUIT: D1 (3) PEDS 150 120 242 AL- 4/0 AL- 4/0 PER NEC 4.2%
CIRCUIT: D2 (2) PEDS 150 90 375 AL- 4/0 AL- 4/0 PER NEC 4.5%
CIRCUIT: D3 (2) PEDS 150 90 300 AL- 4/0 AL- 4/0 PER NEC 4.0%
APPROXIMATE QUANTITIES FROM CAD
WIRE SIZE CABLE TYPE
ONE-WAY LENGTH
OF RUNS (FT)
AL- #6 TRIPLEX 633
AL- 1/0 TRIPLEX 418
AL- 4/0 TRIPLEX 4,706
AL- 350 MCM TRIPLEX 462
TOTAL TRENCHING 6,218
ROAD CROSSINGS, EA 12
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
4/8 /25
:3
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R09
EASTERN REGION
STONY POINT CG
ELECTRICAL &
WATER SYSTEM
IMPROVEMENTS
CHIPPEWA
NATIONAL FOREST
WALKER RANGER DISTRICT
ELECTRICAL
NOTES, SCHEDULE &
ESTIMATED QTYS
09/06/2024
J.SMREKAR
J.SMREKAR
R.SUTTON
E-01 06 17
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GUNNISON - RIGHT HAND
GUNNISON - RIGHT HAND
BE
BE
BEACH AREA
E E
E
1-HOST
LEECH LAKE
NORMAL WATER ELEV
1294.5 - 1296.0 FT NAVD88
(25-75 PERCENTILE)
PER CORPS OF ENGINEERS DATA
FISH
CLEANING
BLDG
GARAGE
BLDG
VAULT
TOILET
VAULT
TOILET
EXISTING WELL & WELL HOUSE
TO BE DEMOED.
FOR BIDDING, ASSUME WELL IS 4"
DIAM. & 100' DEEP. VERIFY.
BOAT
LANDING
EDGE OF WATER - EL 1296 - LIDAR
HARBOR
LIFT
STATION
GATE
GATE
ENTRY
SIGN 2
17 18
RV DUMP
STATION
BOAT RAMP PARKING
GUNNISON - RIGHT HAND
400A 400A
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
EXISTING LAKE COUNTRY POWER
UNDERGROUND POWERLINE.
VERIFY LOCATION.
ELECTRICAL SHEET NOTES:
1. SEE SHEETS G-02 AND E-01 FOR ADDITIONAL NOTES. SEE SHEET E-05
FOR PROPOSED CONCRETE SLAB AND LAYOUT AT SERVICE LOCATIONS.
2. PROPOSED LOCATIONS OF NEW ELECTRIC AND WATER LINES ARE
SHOWN. EXISTING LOCATIONS OF SEWER TO REMAIN ARE SHOWN.
3. CONTRACTOR TO PERFORM ALL COORDINATION WITH POWER COMPANY
TO PROVIDE THE ELECTRICAL SERVICES REQUIRED FOR THIS PLAN.
4. GENERAL LOCATION OF ELECTRIC LINES AND EQUIPMENT IS SHOWN.
CONTRACTOR TO COORDINATE FINAL LOCATIONS ON SITE WITH POWER
COMPANY AND COR BEFORE CONSTRUCTION BEGINS.
5. EXISTING COMPONENTS THAT WILL NOT BE USED IN THE NEW SYSTEM
SHALL BE REMOVED TO THE FULL EXTENT PRACTICAL. COORDINATE
ITEMS AND EXTENT WITH COR. EXISTING COMPONENTS THAT ARE
REMOVED AND NOT INDICATED FOR SALVAGE BY THE GOV. BECOME THE
PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM
FEDERAL PROPERTY.
SAN
S
SAN
S
SAN
S
SAN
S
SANS
SAN
S
M
TOILET BLDG
ENTRY KIOSK
FOOTPATH
TO HARBOR
GUNNISON - RIGHT HAND
NEW PUMPHOUSE
LOCATION
T1
E
E
E
E
E
T1
T1
E
E
E E
E
E
E E
E
E
E
E
E
M
M
M
BE BE
BE
BE
BE
BE
BEBE
BE
BE
BE
BE
BE
BE BE
BE
BE
BEBE
BE
BE
BE BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE BE
BE
BE
BE
W
W
W
W
W W
W
W
WWW
W
WW
W
W
W
W W
M
T1 TRANSFORMER - SINGLE PHASE
LEGEND
METER
RV ELEC. PED. - 20/30/50 AMP
CONDUCTOR RUN ID (PANEL_ID NUM)
CAMP SITE NUMBER39
C4
POLE LIGHT (F - FLOOD DIR.)
400A PANEL/LOAD CNTR AMPS ("EXIST." IF REUSED/REFED)
PANEL/LOAD CNTR LOCATION
E
E
EXISTING FS BURIED ELECTRIC LINES
POWER CO. POWER LINE
EXISTING LAKE COUNTRY
POWER TAP BOX
NEW "RV-C"
NEW "RV-B"
NEW "RV-A"
400A
NEW BURIED PRIMARY POWERLINE BY
LAKE COUNTRY POWER (POWER CO.).
POSSIBLE ROUTES ARE SHOWN.
CONTRACTOR TO COORDINATE WITH
POWER CO. AND COR FOR FINAL
LOCATIONS AND DETAILS.
(TYPICAL)
NEW TRANSFORMERS & METERS BY LAKE
COUNTRY POWER. CONTRACTOR TO
COORDINATE WITH POWER CO AND COR
FOR FINAL LOCATIONS AND DETAILS.
(TYPICAL - 4 THUS)
NEW ELECTRIC SERVICE "B"
(15)-50A Peds
REBUILD EXISTING ELECTRIC SERVICE "D"
(7) 50A Peds; (3) 200 A Bldgs; (4) pole lights
TO BE REBUILT BY LAKE COUNTRY POWER.
NEW ELECTRIC SERVICE "A"
(10)-50A Peds; 200A PUMPHOUSE;
100A Kiosk; (4) Pole lights
NEW ELECTRIC SERVICE "C"
(11)-50A Peds; (4) Pole Lights;
Toilet security light
W
T1
100 KVA
TRANSFORMER
(PLAN)
TRANSFORMER CLEARANCES
PANELBOARD
CT CABINET
100 KVA
TRANSFORMER
(PLAN)
TRANSFORMER CLEARANCES
PANELBOARD
CT CABINET
100 KVA
TRANSFORM
ER
(PLAN)
TRANSFORM
ER CLEARANCES
PANELBOARD
CT CABINET
100 KVA
TRANSFORM
ER
(PLAN)
TRANSFORM
ER CLEARANCES
PANELBOARD
CT CABINET
SHWR
BLDG
2024 WELL
USE WITH NEW SYSTEM
PROJECT BENCHMARK
PK NAIL IN ASPHALT
EL 1301.9 FT
BE PROPOSED NEW FS BURIED ELECTRIC LINES
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
4/8 /25
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R09
EASTERN REGION
STONY POINT CG
ELECTRICAL &
WATER SYSTEM
IMPROVEMENTS
CHIPPEWA
NATIONAL FOREST
WALKER RANGER DISTRICT
ELECTRICAL
POWER COMPANY PLAN
09/06/2024
J.SMREKAR
J.SMREKAR
R.SUTTON
E-02 07 17
Feet 0 50.0001 100.0002
D-SIZE PLOT SCALE 1" = 50'
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ST
RV DUMP
STATION
GUNNISON - RIGHT HAND
BEACH AREA
E E
E
LEECH LAKE
NORMAL WATER ELEV
1294.5 - 1296.0 FT NAVD88
(25-75 PERCENTILE)
PER CORPS OF ENGINEERS DATA
EDGE OF WATER - EL 1296 - LIDAR
ED
G
E O F W
ATER
- EL 1296 - LID
AR
HARBOR
HARBOR
GATE
GATE
100A
BE
BE
BEBE
BE
BE
BE
BE
BE
BE BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BEBE
400A 400A
BE
BE
BE
BE
BE
BE
BEBE
BE
BE
NEW ELECTRIC SERVICE "B"
(15)-50A Peds
NEW ELECTRIC SERVICE "D"
NEW 400A PANEL: (7) 50A Peds, (3) pole lights(3)
REFEED (3) 200 A Panels at Shower Bldg
NEW ELECTRIC SERVICE "C"
(11)-50A Peds; (4) Pole Lights;
Toilet security light
BE
BE
BE
BE
BE
BE
BE
BE
BE BE
BE
BE
BE
200A
D
D2
D3
A3
A2
A4
B1
B2
B5
B4 B3
C
C2
C3
C
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
EXISTING LAKE COUNTRY POWER
UNDERGROUND POWERLINE.
VERIFY LOCATION.
ELECTRICAL SHEET NOTES:
1. SEE SHEETS G-02 AND E-01 FOR ADDITIONAL NOTES. SEE SHEET E-05
FOR PROPOSED CONCRETE SLAB AND LAYOUT AT SERVICE LOCATIONS.
2. PROPOSED LOCATIONS OF NEW ELECTRIC AND WATER LINES ARE
SHOWN. EXISTING LOCATIONS OF SEWER TO REMAIN ARE SHOWN.
3. CONTRACTOR TO PERFORM ALL COORDINATION WITH POWER COMPANY
TO PROVIDE THE ELECTRICAL SERVICES REQUIRED FOR THIS PLAN.
4. GENERAL LOCATION OF ELECTRIC LINES AND EQUIPMENT IS SHOWN.
CONTRACTOR TO COORDINATE FINAL LOCATIONS ON SITE WITH POWER
COMPANY AND COR BEFORE CONSTRUCTION BEGINS.
5. EXISTING COMPONENTS THAT WILL NOT BE USED IN THE NEW SYSTEM
SHALL BE REMOVED TO THE FULL EXTENT PRACTICAL. COORDINATE
ITEMS AND EXTENT WITH COR. EXISTING COMPONENTS THAT ARE
REMOVED AND NOT INDICATED FOR SALVAGE BY THE GOV. BECOME THE
PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM
FEDERAL PROPERTY.
20/30/50 AMP PEDS
APPROX (43) TOTAL
NEW ELECTRIC SERVICE "A"
(10)-50A Peds; 200A PUMPHOUSE;
100A Kiosk; (4) Pole lights
M
No.7
No.15
400A
GUNNISON - RIGHT HAND
T1
E
E
E
E
E
T1
T1
E
E
E E
E
E
E
E
E
E
E
E
E
M
M
M
M
T1 TRANSFORMER - SINGLE PHASE
LEGEND
METER
RV ELEC. PED. - 20/30/50 AMP
CONDUCTOR RUN ID (PANEL_ID NUM)
CAMP SITE NUMBER39
C4
POLE LIGHT (F - FLOOD DIR.)
REFEED
NEW "ENTRY
KIOSK"
400A PANEL/LOAD CNTR AMPS ("EXIST." IF REUSED/REFED)
PANEL/LOAD CNTR LOCATION
E
E
EXISTING FS BURIED ELECTRIC LINES
POWER CO. POWER LINE
EXISTING LAKE COUNTRY
POWER TAP BOX
NEW "RV-D"
NEW "RV-C"
NEW "RV-B"
NEW
"PUMPHOUSE"
NEW "RV-A"
400A
A1
T1
100 KVA
TRANSFORMER
(PLAN)
TRANSFORMER CLEARANCES
PANELBOARD
CT CABINET
100 KVA
TRANSFORMER
(PLAN)
TRANSFORMER CLEARANCES
PANELBOARD
CT CABINET
100 KVA
TRANSFORM
ER
(PLAN)
TRANSFORM
ER CLEARANCES
PANELBOARD
CT CABINET
100 KVA
TRANSFORM
ER
(PLAN)
TRANSFORM
ER CLEARANCES
PANELBOARD
CT CABINET
REFEED ALL
EXISTING BLDG
SERVICES
FROM HERE
SEE 1 / E-04
FS ELECTRICAL SYSTEM PLAN NOTES:
1. OWNER SECONDARY/FEEDER CONDUCTORS SHALL BE ALUMINUM
DIRECT BURY
2. BRANCH CIRCUIT ELECTRICAL CONDUCTORS SHALL BE COPPER IN
CONDUIT UNLESS NOTED OTHERWISE OR APPROVED OTHERWISE.
3. SEE CONDUCTOR SCHEDULE ON SHEET E-01 FOR CONDUCTOR SIZES.
SIZES SHOWN ON THIS PLAN ARE FOR REFERENCE ONLY. THE SIZES
SHOWN ON THE SCHEDULE SHALL GOVERN.
4. SIZES SHOWN ON THE SCHEDULE ARE MINIMUM SIZES. CONDUCTORS
SIZE SHALL BE INCREASED AS NECESSARY TO MEET NEC AND
APPLICABLE CODES. COORDINATE FINAL CONDUCTOR SIZES WITH COR.
AL-350 M
CM
AL-1/0
AL
-4
/0
AL-4/0
BE
BE
50 50
50 50
BE
BE
BE
AL-#6
AL
-4
/0
AL
-1
/0
AL-4/0
AL-4/0
AL-4/0
AL-4/0
AL-4/0
AL
-4
/0
AL-4/0
AL-4/0
AL-4/0
AL-#6LIGHTING
DISCONNECT/
PROTECTION
LIGHTING
DISCONNECT/
PROTECTION
AL
-3
M
C M
AL-4/0
AL-4/0AL
-4
/0
LOCATE, DOCUMENT, REUSE
LIGHTING CONDUCTOR
REFEED
REFEED
BE PROPOSED NEW FS BURIED ELECTRIC LINES
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
4/8 /25
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R09
EASTERN REGION
STONY POINT CG
ELECTRICAL &
WATER SYSTEM
IMPROVEMENTS
CHIPPEWA
NATIONAL FOREST
WALKER RANGER DISTRICT
ELECTRICAL
FS (OWNER) PLAN
09/06/2024
J.SMREKAR
J.SMREKAR
R.SUTTON
E-03 08 17
Feet 0 50.0001 100.0002
D-SIZE PLOT SCALE 1" = 50'
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ID DESCRIPTION OF EXISTING STATUS IN NEW PROJECT
1 EXISTING METER
REMOVE METER AND SOCKET
REPLACE WITH NEW SPLITTER LUG BOX
LAND FEEDER FROM NEW SERVICE
REFEED ALL PANELS TO REMAIN FROM THIS LUG BOX
REFEED SHOWER BUILDING PANEL THRU BACK OF THIS NEW LUG BOX
SPLITTER LUG BOX - COPPER IN FROM METER ENCLOSURE “1”
(3) FEEDERS OUT: REMOVE. REPLACE IF NEEDED TO REUSE OUTGOING FEEDERS.
CU OUT TO TOP RIGHT – FEEDS BRKR BOX “3” (200A) - RV PEDS TO N OLD RV PEDS NOT USED IN NEW WORK.
250 AL OUT BOTT LEFT -SUSPECT FEED TO TOILET BLDG PANEL (100A) REFEED. REUSE EXISTING PANEL FEEDER CABLE IF ALLOWED BY CODE.
SMALLER AL OUT BOTT CENTER – UNKNOWN: SUSPECT FEEDS SPLITTER LUG
BOX “6”; VERIFY REFEED. REUSE EXISTING CABLE IF ALLOWED BY CODE.
3 BREAKER BOX - RV PEDS TO NORTH REMOVE - NOT USED IN NEW WORK. VERIFY NO OUTGOING FEEDERS TO
BE REFED.
(1) 200A BREAKER – LISTS (25) 30A RV PEDS TO NORTH OLD RV PEDS NOT USED IN NEW WORK.
4 SPLITTER LUG BOX – 3/0 COPPER IN FROM METER ENCLOSURE “1”
(3) FEEDERS OUT: REMOVE. REPLACE IF NEEDED TO REUSE OUTGOING FEEDERS.
3/0 CU OUT BACK TO METER BOX “1” – UNKNOWN: SUSPECT FEED TO SHOWER
BLDG PANEL (200A); VERIFY REFEED. REUSE EXISTING PANEL FEEDER CABLE IF ALLOWED BY CODE.
3/0 CU OUT TO LEFT - FEEDS BREAKER BOX “5” (175A) - RV PEDS TO SOUTH OLD RV PEDS NOT USED IN NEW WORK.
#3 CU OUT BOTTOM - UNKNOWN: VERIFY (UNPROTECTED AT THIS POINT) VERIFY PURPOSE. REFEED IF LOAD WILL REMAIN.
5 BREAKER BOX REMOVE - NOT USED IN NEW WORK. VERIFY NO OUTGOING FEEDERS TO
BE REFED.
(1) 175A BREAKER - (18) 30A RV PEDS TO SOUTH OLD RV PEDS NOT USED IN NEW WORK.
SPLITTER LUG BOX - UNKNOWN: SUSPECT #2 AL IN FROM BOTT. - FED FROM
SPLITTER LUG BOX “2”. VERIFY.
(2) FEEDERS OUT:
REMOVE. REPLACE IF NEEDED TO REUSE OUTGOING FEEDERS.
#3 CU OUT TO TOP RIGHT – FEED TO BREAKER BOX “7” (100A) – KIOSK AND
PUMPHOUSE
OLD WELL HOUSE NOT USED IN NEW WORK. NEW WELL HOUSE AND
KIOSK TO BE FED FROM NEW SERVICE A.
#2 AL OUT BOTT RIGHT - UNKNOWN. VERIFY VERIFY PURPOSE. REFEED IF LOAD WILL REMAIN.
PLUS – NOT CONNECTED TO LUGS – JUST USING AS A JUNCTION BOX:
10 GA. WIRES IN FROM “7” ABOVE (SUSPECT GOES THRU TO “8” BREAKER)
WIRE NUTTED TO ROMEX OUT BOTTOM LEFT - SUSPECT OUT TO NORTH
WALKWAY LIGHT
REFEED BREAKER BOX "8" - SEE NOTE BELOW.
7 BREAKER BOX REMOVE - NOT USED IN NEW WORK. VERIFY NO OUTGOING FEEDERS TO
BE REFED.
(1) 100A BREAKER – FEE STATION KIOSK PANEL AND WELL HOUSE PANEL OLD WELL HOUSE NOT USED IN NEW WORK. NEW WELL HOUSE AND
KIOSK TO BE FED FROM NEW SERVICE A.
8 ADD-ON BREAKER BOX TO “7” REFEED. REUSE EXISTING BRANCH CABLE IF ALLOWED BY CODE.
SOUTHWEST WALL
EXISTING SHOWER BUILDING
EXISTING SERVICE CLOSET
EXISTING
TRANSFORMER
TYPICAL SPUR PLAN
PULL-THROUGH SPUR PLAN
50'
CG LOOP ROAD
CG LOOP ROAD
7'
EQ. EQ.
7'
4' TYP.
4'
NOTES:
1. COORDINATE LOCATIONS WITH COR
2. PROVIDE TREATED 4X4 PROTECTION POSTS AS
SHOWN. PLACE POSTS 6" CLOSER TO ROAD
CENTERLINE COMPARED TO RV PEDESTAL. BURY
POST 3 FT MIN. EXTEND POST 4 FT ABOVE GRADE.
RV ELECTRIC PEDESTAL TYP.
TREATED 4X4 PROTECTION POST TYP.
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
4/8 /25
:3
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G.
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G;
R09
EASTERN REGION
STONY POINT CG
ELECTRICAL &
WATER SYSTEM
IMPROVEMENTS
CHIPPEWA
NATIONAL FOREST
WALKER RANGER DISTRICT
ELECTRICAL
EXISTING TO REFEED &
DETAILS
09/06/2024
J.SMREKAR
J.SMREKAR
R.SUTTON
E-04 09 17
1 SCALE: NO SCALE
EXISTING ELECTRIC SERVICE CLOSET TO BE REFED 2 SCALE: NO SCALE
DETAIL - TYPICAL RV PEDESTAL LAYOUT AT CAMP SPURS
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2 X 4 x
PO
ST
2 X 4
2 X 10
2 X 10
H-STRUCTURE NOTES:
1. ALL WORK BY ELECRICAL CONTRACTOR -
COORDINATE AND INSTALL PER ELECTRIC
SERVICE PROVIDER REQUIREMENTS.
2. INSTALL WOOD POSTS IN GROUND BEFORE
PLACING CONCRETE PAD.
3. ALL WOOD FRAMING TO BE TREATED FOR
GROUND CONTACT
4. CONNECT CROSS MEMBERS WITH CARRIAGE
BOLTS COMPATIBLE WITH TREATED WOOD
4'
8'
2' -6
5'
-6
3"
CT CABINET
TRANSFORMER
(PLAN)
TRANSFORMER CLEARANCES
3' BACK & SIDES
10' FRONT
PANELBOARD
CT CABINET
6' -4
12'-4"
6"
1' -6
H-STRUCTURE
CONCRETE PAD NOTES:
1. ALL WORK BY ELECTRICAL CONTRACTOR
2. COORDINATE AND INSTALL PER ELECTRIC SERVICE
PROVIDER REQUIREMENTS.
3. ASSUMED DIMENSIONS SHOWN - VERIFY ALL
REQUIREMENTS WITH ELEC. SERVICE. PROVIDER
4. INSTALL WOOD POSTS IN GROUND BEFORE PLACING
CONCRETE PAD.
6" 81 2"
6"
3'-4" 1'-6" 1'-3"
TRANSFORMER
ALL HORIZONTAL MEMBERS ON BOTH
SIDES OF POSTS. TYP.
(ONLY ONE SIDE AT PANELBOARD RV-D)
x
PO
ST
BEVEL TOPS OF POST AS
SHOWN
NOTE: SIM AT PANELBOARD RV-D WITH NO SLAB
AND HORIZONTALS 1 SIDE ONLY.
OPENING IN CONCRETE SLAB, TYP.
1'-9"
1' -6
4'
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
4/8 /25
:3
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AR
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AT
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TR
AC
TD
W
G.
DW
G;
R09
EASTERN REGION
STONY POINT CG
ELECTRICAL &
WATER SYSTEM
IMPROVEMENTS
CHIPPEWA
NATIONAL FOREST
WALKER RANGER DISTRICT
ELECTRICAL
DETAILS AT NEW
SERVICES
09/06/2024
J.SMREKAR
J.SMREKAR
R.SUTTON
E-05
10 171 SCALE 1" = 1'
PLAN - TYP. ELECTRIC SERVICE PAD (CONCRETE SLAB) 2 SCALE 1" = 1'
ELEVATION - TYP. ELECRICAL PANEL H-STRUCTURE
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NEW
ELECTRICAL
SERVICE A
3 PHASE
WELL
DISCONNECT
PHASE CONVERTER &
WELL CONTROLS/VFD
FOR MAX 7.5 HP,
3-PHASE, 230 V
SUBMERSIBLE WELL
PUMP
5 HP
3 PHASE
230 V
SUBMERSIBLE
PUMP
PRESSURE
TRANSDUCER
WITHIN 10' OF
CONTROLS -
NO SPLICES
IN CORD
200 AMP
SINGLE PHASE
120/240V PANEL.
GROUNDED &
BONDED
PER NEC
NOTES:
· ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICIAN AS REQUIRED BY STATE OF MN ELECTRICAL CODE.
· THIS NOT-TO-SCALE SCHEMATIC SHOWS THE GENERAL ARRANGEMENT FOR THE WELL HOUSE ELECTRICAL EQUIPMENT.
CONTRACTOR SHALL WORK WITH THE COR DURING PLACEMENT OF EQUIPMENT TO ENSURE IT WILL BE IN A CONVENIENT LOCATION FOR OPERATION. SEE AND COORDINATE WITH THE BUILDING PLUMBING DRAWING FOR ADDITIONAL INFORMATION.
· ALL ELECTRICAL CONDUCTORS IN THE PUMPHOUSE FROM THE 200 AMP PANEL SHALL BE COPPER.
· ALL ELECTRICAL WORK SHALL BE COMPLIANCE WITH THE CURRENT NEC CODE.
· THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR CONNECTING THE POWER TO THE WELL HOUSE AND IS RESPONSIBLE FOR ALL
COORDINATION, PERMITS, FEES, ETC.
D O
O R
EN
D
PU
M
PH
O
U
SE BLD
G
FO
O
TPR
IN
T
1 PHASE
WATER SOFTENER
SYSTEM
NEW KIOSK
PANELBOARD
EXH.
FAN
L1L1
L1 L1
L2
PANEL
RR
RR
R
BASIC PUMPHOUSE ELECTRICAL
COORDINATE LOCATIONS WITH COR BEFORE INSTALLATION
L1 - 48" LONG LED SHOP LIGHTS (QTY 4)
L2 - LED WALLPACK WITH PHOTOCELL (QTY 1)
$ - WALL SWITCH/CONTROL (QTY 2)
R - RECEPTACLE (QTY 5)
SEE PLUMBING PLAN & ELEVATIONS FOR EQUIPMENT TO BE
SERVED BY ELECTRICAL SYSTEM
VFD PUMP CNTRLS
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
4/8 /25
:3
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R09
EASTERN REGION
STONY POINT CG
ELECTRICAL &
WATER SYSTEM
IMPROVEMENTS
CHIPPEWA
NATIONAL FOREST
WALKER RANGER DISTRICT
ELECTRICAL
PUMPHOUSE BASIC &
EQUPMENT SCHEMATIC
09/06/2024
J.SMREKAR
J.SMREKAR
R.SUTTON
E-06
11 171 SCALE: NO SCALE
ELECTRICAL SCHEMATIC DIAGRAM - PUMPHOUSE EQUIPMENT
2 SCALE: NO SCALE
NEW PUMPHOUSE - BASIC BUILDING ELECTRICAL SCHEMATIC
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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
4/8 /25
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R09
EASTERN REGION
STONY POINT CG
ELECTRICAL &
WATER SYSTEM
IMPROVEMENTS
CHIPPEWA
NATIONAL FOREST
WALKER RANGER DISTRICT
WATER
NOTES, SCHEDULES &
ESTIMATED QTYS
09/06/2024
J.SMREKAR
J.SMREKAR
R.SUTTON
P-01 12 17
WATER SYSTEM CONSTRUCTION NOTES:
1. WATER SYSTEM IS DESIGNED TO BE RUN WITH A SOURCE PRESSURE OF 45 - 65 PSI. THE CALCULATED
MINIMUM RESULTING PRESSURE AT THE OUTLETS IS 20 PSI.
2. IN GENERAL, NEW WATERLINES FOLLOW EXISTING WATERLINE RUNS WITH A SMALL OFFSET TO MINIMIZE NEW GROUND DISTURBANCE AREAS. IT IS SUGGESTED THAT CONTRACTOR LOCATE THE EXISTING
WATERLINE BEFORE LAYING OUT THE PROPOSED NEW WATERLINE.
3. EXISTING WATERLINES SHALL BE REMOVED AS NECESSARY TO CONSTRUCT THE NEW WATERLINES.
EXISTING WATERLINES THAT ARE NOT REMOVED SHALL BE EFFECTIVELY CAPPED/PLUGGED AT ALL
OPENINGS AND ABANDONED IN PLACE.
4. FOR HDPE DISTRIBUTION PIPE, USE A MINIMUM PIPE BEND RADIUS AS FOLLOWS: 1" PIPE - 20 FT RADIUS;
2" PIPE - 30 FT RADIUS; 3" PIPE - 40 FT RADIUS; OR USE PIPE MFR GUIDANCE IF THAT IS LARGER THAN THE
RADII SHOWN.
MAJOR FITTING SCHEDULE WITH ESTIMATED QUANTITIES
V = VALVE; X = CROSS; T = TEE; R = REDUCER; HYD. = CG HYDRANT;
NODE DESCRIPTION V 3 X 3-3-2-2 T 3-3-1 T 3-3-2 T 3-3-3 R 3-1 V 2 T 2-2-2 T 2-2-1 V 1 T 1-1-1 HYD. RV TOWER
A Connect outside Well House 1
B TEE to Hyd HL 1 1 C TEE to Hyds HK 1 1 D TEE to Hyds HA, HB (host) 1
E CROSS to RV Dump/Fish & Drain
DA 1 2
F TEE to Shower Bldg BS 1 1 G TEE to Hyd HD 1 1
H TEE to Toilet Bldg BT & Hyd HH 1 1
I TEE to Hyd HC 1 1 J TEE to Drain Sump DB 1 1 K TEE to Hyd HE 1 1
L NOT USED
M TEE to Hyd HG 1 1 2 N TEE to Hyd HB (host) 1 1 O TEE to Hyd HI & HJ 1 1 P TEE to Hyd HK 1 1 1 Q TEE to Drain Sump DC 1 1 1 S TEE to Toilet Bldg BT 1 1 T REDUCER 3" to 1" 1 1
BF Bldg-FishCleaning 1 BS Bldg-Showers 1 BT Bldg-Toilets 1 DA DRAIN - West 1 DB DRAIN - East 1 DC DRAIN - North 1 HA Hyd across Site 2 1 1 HB Hyd at HOST 1 1 HC Hyd across Site 9 1 1 HD Hyd across Site 10 1 1 HE Hyd across Site 16 1 1 HF Hyd across Site 24 1 1 HG Hyd across Site 29 1 1 HH Hyd across Site 32 1 1 HI Hyd across Site 34 1 1
HJ Hyd TWR at RV Dump (WTR FILL) 1 1
HK Hyd TWR at RV Dump (RINSE) 1 1
HL Hyd across Site 38 1 1 HM Hyd across Site 42 1 1
ITEMS V 3 X 3-3-2-2 T 3-3-1 T 3-3-2 T 3-3-3 R 3-1 V 2 T 2-2-2 T 2-2-1 V 1 T 1-1-1 HYD. RV TOWER
QTY TOTALS 4 1 8 2 2 2 9 0 3 26 1 11 2
PIPE RUN DESCRIPTION
SEGMENT
FROM
NODE
SEGMENT
TO
NODE
PIPE
SIZE
SEGMENT
APPROX.
LENGTH
FT.
MAIN LINE A B 3 57
MAIN LINE B C 3 99
MAIN LINE C D 3 10
MAIN LINE D E 3 166
MAIN LINE E F 3 60
MAIN LINE F G 3 15
MAIN LINE G H 3 56
MAIN LINE H I 3 55
MAIN LINE I J 3 19
MAIN LINE J K 3 92
MAIN LINE K L 3 122
MAIN LINE L M 3 156
LATERAL - BLDG-SHOWER F BS 2 67
LATERAL - BLDG-TOILET H BT 3 67
LATERAL - RV DUMP/FISH BLDG E O 2 172
LATERAL - RV DUMP/FISH BLDG O P 2 10
LATERAL - RV DUMP/FISH BLDG P Q 2 46
LATERAL - BLDG-FISH Q BF 1 65
LATERAL - HYDRANT A D HA 1 106
LATERAL - HYDRANT B (HOST) N HB 1 30
LATERAL - HYDRANT C I HC 1 35
LATERAL - HYDRANT D G HD 1 140
LATERAL - HYDRANT E L HE 1 101
LATERAL - HYDRANT F N HF 1 190
LATERAL - HYDRANT G N HG 1 210
LATERAL - HYDRANT H BT HH 1 106
LATERAL - HYDRANT I O HI 1 21
LATERAL - HYDRANT J (RV TOWER) HI HJ 1 24
LATERAL - HYDRANT K (RV TOWER) C HK 1 170
LATERAL - HYDRANT L B HL 1 143
ESTIMATED LENGTH TOTALS, FT
1" HDPE 1,341
2" HDPE 295
3" HDPE 974
TOTAL ALL PIPE 2,610
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ST
RV DUMP
STATION
GUNNISON - RIGHT HAND
BE
BE
W
W
W
W
W
W
W W
W
W
W W
W W
WW
W W
W
W
W
W
D
D
D
D
D
D D
FISH
C…
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