Wanoka Campground Host Site Improvements.pdf

Map data ©2018 Google 2000 ft

Wanoka Lake Campground

PROJECT SITE

THE SCOPE OF THIS PROJECT IS TO PROVIDE A DEDICATED ELECTRICAL SERVICE AND A

WASTEWATER HOLDING TANK AT HOST SITE NUMBER 4.

THE ELECTRICAL SERVICE SHALL BE PROVIDED BY PROPOSED SOLAR ARRAY

INSTALLATION.

THE WASTEWATER HOLDING TANK WILL BE A NOMINAL 1500 GALLON CONCRETE TANK

WITH TWO POLYPROPYLENE ACCESS RISERS. THE HOLDING TANK WILL BE PROVIDED

WITH A RED LED HIGH WATER ALARM LIGHT. THE ALARM SHALL BE ENERGIZED WITH

POWER FROM THE PROPOSED HOST ELECTRICAL PEDESTAL. AN ADA ACCESSIBLE SEWER

DROP WITH FOUR INCH THREADED PVC CAP INLET IS ALSO PART OF THIS PROJECT.

THE CONTRACTOR SHALL FURNISH ALL LABOR, TOOLS, AND EQUIPMENT NECESSARY FOR

THE PROPER EXECUTION OF THE WORK IN ACCORDANCE WITH LOCAL, STATE AND

NATIONAL CODES AND COMPLETE THE PROJECT IN AN ACCEPTABLE MANNER, READY

FOR USE, OCCUPANCY OR OPERATION BY THE OWNER.

THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS WITH THE DRAWING

DIMENSIONS. IF A CONFLICT IS FOUND OR IF FIELD CHANGES ARE MADE THAT DEVIATE

FROM THE PLANS, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER'S

REPRESENTATIVE IMMEDIATELY, PRIOR TO CONSTRUCTION OR THE ORDERING OF ANY

MATERIALS.

ALL LOCATIONS TO BE REVIEWED/APPROVED BY CONTRACTING OFFICER'S

REPRESENTATIVE.

T-01 COVER SHEET 03/22/2019

E-01 HOST SITE SOLAR ELECTRICAL SERVICE PLAN 03/22/2019

E-02 SOLAR ENCLOSURE 03/22/2019

P-01 HOST SITE HOLDING TANK 03/22/2019

FOREST ENGINEER DATE

DISTRICT RANGER DATE

TRAVEL DIRECTIONS:

FROM THE WASHBURN RANGER STATION, HEAD SOUTH ON HWY 13 FOR 7.6 MILES. HEAD WEST ONTO US-2 FOR

16.2 MILES. HEAD SOUTH ONTO FR234 FOR 1 MILE AND WANOKA CAMPGROUND WILL BE ON THE RIGHT.

LAT: 46.54317

LONG: -91.283531

WANOKA LAKE

CAMPGROUND

IMPROVEMENTS

WASHBURN

RANGER DISTRICT

DATENO.

REVISION / ISSUE

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

(R9)

EASTERN REGION

CHEQUAMEGON-NICOLET

NATIONAL FOREST

03/22/2019

CJM/JS

JS

CJM

190322

United States Department of Agriculture Forest Service

190322

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ELECTRICAL PEDESTAL DETAIL3

PROVIDE 15 AMP BREAKER

FOR ALARM LIGHT

SITE PLAN

Scale: 1" = 200'-0"1

SITE 4

HOST SITE

FOREST ROAD 234

PROPOSED SOLAR

POWER ARRAY. SEE

DETAIL 2.

CONCRETE DIAMETER

MOUNTING POST SHALL BE

12" SCHEDULE 40, ASTM 53

STEEL POST. POST SHALL

BE HOT-DIPPED

GALVANIZED. DIRECT SET

POST IN CONCRETE.

9'-0" BY 9'-0" CONCRETE

FOOTING, 5'-0" DEEP.

PANEL ARRAY TO BE

ATTACHED TO MOUNTING

POST PER MANUFACTURERS

SPECIFICATIONS.

SOLAR MOUNTING POST DETAIL

Scale: 1/2" = 1'-0"4

SOLAR

BATTERY

ENCLOSURE.

SEE SHEET

E-02

4' -9

P

O

LE

D E

P

TH

'-0

P

O

LE

H E

IG

H

T

MOUNT PANELS TO FACE SOLAR

SOUTH, AWAY FROM GROUND,

AND ANGLED 70 DEGREES FROM

FACE OF POLE.

70°

MOUNT PANELS IN

LANDSCAPE

ORIENTATION. 4

PANELS HIGH AND 2

PANELS WIDE.

MAINTAIN 3" CLEARENCE

(8) SUNMOBILE PLUS SWA 300 MONO SOLAR PANELS

(8) CROWN CR-430 GROUP 903 6-VOLT

430AHr BATTERIES ARRAYED IN SERIES FOR 48Vdc/430AHr CAPACITY. MOUNT

BATTERIES ON NON-CONDUCTING,

CORROSION RESISTANT RACK IN

STACKS OF 2 WITH 8" CLARENCE.

OUTBACK POWER VENTED

VFXR2812A 2800W 12VDC HYBRID

SERIES SINE WAVE INVERTER.

FIELD FIT.

OUTBACK MATE3S SYSTEM DISPLAY AND FLEX MAX 80

CHARGE CONTROLLER. FIELD FIT.

50 AMP PV OVERLOAD BREAKER. FIELD FIT.

CENTRAL WIRING TERMINAL. FIELD FIT.

SOLAR ARRAY ELECTRICAL SCHEMATIC DETAIL

N.T.S.5

SOLAR ENCLOSURE ELECTRIC SERVICE

MANUAL

DISCONNECT

SWITCH. 4 TYP.

NOTE: SOLAR ARRAY

DESIGNED TO

SUPPLY 10KWH AT

50% BATTERY DRAW

SITE 4

HOST SITE

HOST SITE UTILITY LAYOUT PLAN

Scale: 1" = 20'-0"2

PROPOSED NOMINAL 1500 GALLON

HOLDING TANK.

HOLDING TANK TO BE LOCATED IN

EAST OF SITE MIN. 3' FROM EDGE

OF SITE. FIELD FIT TO MINIMIZE

DISTURBED AREA.

PROPOSED ELECTRICAL PEDESTAL.

PEDESTAL TO BE LOCATED 20' FROM

SITE DRIVE-IN. CONTRACTOR TO

ENSURE NO CONFLICTS WITH

PROPOSED SEWER LINE

PROPOSED 4" SCHEDULE 40

PVC SEWER LINE

SEWER DROP. SEE SHEET P-01, DETAIL 3

ALARM LIGHT.

PROPOSED SOLAR ARRAY INSTALLATION

OPTION #1

INSTALLATION TO BE LOCATED AT EAST SIDE OF "T" INTERSECTION

APPROXIMATELY 130' FROM PROPOSED ELECTRICAL PEDESTAL. CONTRACTOR

TO VERIFY BEST OPTION FOR INSTALLATION LOCATION WITH RANGER AND

ARRAY MANUFACTURER. FIELD FIT TO ENSURE INSTALLATION HAS CLEAR VIEW

OF SKY AND TO MINIMIZE DISTURBED AREA AND TREE REMOVAL

FIELDFIT

PROPOSED ELECTRICAL LINE.

PROPOSED LINE TO RUN SOUTH PARALLEL TO SITE TO

MAIN ROAD, THEN FOLLOW ROAD WEST TO PROPOSED

SOLAR ARRAY INSTILLATION. SIZE ELECTRICAL LINE PER

CODE AND FINAL LENGTH OF RUN.

20'-0

10'-0 " 11'-0

FIELD

FIT

5'-0"

PROPOSED SOLAR ARRAY INSTALLATION

OPTION #2

INSTALLATION TO BE LOCATED AT WEST SIDE OF

"T" INTERSECTION APPROXIMATELY 160' FROM

PROPOSED ELECTRICAL PEDESTAL.

CONTRACTOR TO VERIFY BEST OPTION FOR

INSTALLATION LOCATION WITH RANGER AND

ARRAY MANUFACTURER. FIELD FIT TO ENSURE

INSTALLATION HAS CLEAR VIEW OF SKY AND TO

MINIMIZE DISTURBED AREA AND TREE REMOVAL

NEW ELECTRIC LINE TO ALARM LIGHT. LINE TO

BE 12-2 DIRECT BURIAL CABLE WITH GROUND

@ 24" BELOW GRADE. CONNECT LINE AT NEW

BREAKER AND CIRCUIT AT EXISTING

ELECTRICAL PEDESTAL.

PATCH PAVEMENT WHERE

PROPOSED ELECTRIC LINE

RUNS ACROSS EXISTING

PAVED ROAD

ELECTRICAL DESIGN 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.

3. THE ELECTRICAL CONTRACTOR SHALL

COORDINATE UTILITY RUNS WITH OTHER TRADES.

4. FURNISH AND INSTALL WIRING, DEVICES,

PANELS, AND BREAKERS AS REQUIRED. WHERE

AN ELECTRICAL DEVICE AND/OR DISCONNECT IS

REQUIRED BY CODE BUT NOT SHOWN, IT SHALL BE

FURNISHED AND INSTALLED BY THE ELECTRICIAN.

5. THE ELECTRICAL CONTRACTOR SHALL INSTALL

CIRCUIT DIRECTORY WITH TYPED CIRCUIT

DESIGNATION CARD ON THE INSIDE OF EACH

PANEL BOARD DOOR.

6. ELECTRICAL WORK SHALL BE DONE BY A

LICENSED ELECTRICIAN WITH AN ELECTRICAL

PERMIT AND INSPECTION.

HOST SITE

SOLAR ELECTRICAL

SERVICE PLAN

E-01 002 004

SOLAR ENCLOSURE ROOF FRAMING

Scale: 1/2" = 1'-0"10

SOLAR ENCLOSURE FRONT/DOOR FRAMING

Scale: 1/2" = 1'-0"12

SOLAR ENCLOSURE FRAMING

Scale: 1/2" = 1'-0"11

9" CONCRETE SLAB

4'-0"

4'-0"

4' -3

/4

2' -8

4' -0

SOLAR ENCLOSURE SIDE FRAMING

Scale: 1/2" = 1'-0"13

BOERBOEL GATE

SOLUTIONS 24" HEAVY

DUTY DROP ROD.

FASTEN SECURELY TO

DOOR.

TREATED 2x4 SPF

FRAMING MEMBER.

TREATED 2x2 SPF FRAMING

MEMBER @ 16" O.C.

HEAVY DUTY

COMERCIAL 3 1/2" ZINC

PLATED DOOR HINGE.

ATTACH SECURELY TO

DOOR AND ENCLOSURE

WALL SUCH THAT SIDING

DOES NOT IMPEDE

DOOR SWING.

LOCKABLE DOOR/

ROOF LATCH

TREATED 2x4

SPF STUD @

24" O.C.

TREATED 2x6 SPF CENTERED OVER BOTTOM FRAME 2x4s

TREATED 2x4 SPF BOTTOM FRAME.

TREATED 2x4 SPF STUDS @ 24" O.C.

HEAVY DUTY COMMERCIAL 6" ZINC

PLATED STRAP HINGE. FASTEN

SECURELY TO BOTTOM FRAME OF ROOF

AND TOP PLATE OF ENCLOSURE WALL

TREATED 2x4 SPF BOTTOM PLATE TREATED 2x4 SPF STUD FRAMING. SEE DETAIL 5.

TREATED DOUBLE 2x4 SPF TOP PLATE TREATED 2x4 SPF STUDS @ 2'-0" O.C.

HEAVY DUTY COMMERCIAL 6" ZINC PLATED STRAP HINGE

1 LAYER 6" CMU BLOCK

1 LAYER 6"

CMU BLOCK

DOUPER 200N/44LB HEAVY DUTY GAS SPRING LID

SUPPORT HINGE. BOTH SIDES. FIELD FIT.

TREATED 2x4 BLOCKING FOR HEAVY DUTY GAS

SPRING LID SUPPORT HINGE. ATTACH

SECURELY TO FRAME. SEE DETAIL 8.

TREATED 2x4 SPF BOTTOM FRAME. LAID FLAT.

1/2" DIA. ANCHOR BOLTS. MIN. 4 PER

SIDE. BOLT SHALL EXTEND THROUGH

THE CMU BLOCKS INTO THE SLAB.

9" THICK CONCRETE SLAB

#4 REBAR. 12 x 12 L. MAINTAIN 3"

COVER. MIN 4 PER SIDE.

7"

4' -0

/8

NOTE: ALL FASTENERS TO BE

GALVANIZED

NOTE: ALL FASTENERS TO BE GALVANIZED

NOTE: ALL

FASTENERS TO BE

GALVANIZED

NOTE: ALL FASTENERS

TO BE GALVANIZED

ROOF

REQUIRES

APPROX. 20

POUNDS OF

FORCE TO

LIFT

1/2" TREATED PLYWOOD AND METAL ROOFING. 1 1/2" MAX.

OVERHANG. USE HEX HEAD SCREWS TO SECURE METAL

ROOFING.TREATED 2x6 SPF ROOF FRAME. CENTERED ON BOTTOM FRAME 2x4s. SEE DETAIL 5.

SOLAR ENCLOSURE PLAN DETAIL

Scale: 1/2" = 1'-0"1

4'-0"

3' -1

1/

8"

NOTE: ALL WIRING TO BE 1" PVC

CONDUIT.

DESIGN BASED OFF NOMINAL SIZES

OF PROPOSED EQUIPMENT. FIELD

VERIFY EQUIPMENT SIZES .

(8) CROWN CR-430 GROUP 903 6-VOLT 430AHr BATTERIES ARRAYED IN SERIES FOR 48Vdc/430AHr CAPACITY. MOUNT

BATTERIES ON NON-CONDUCTING, CORROSION RESISTANT

RACK IN STACKS OF 2 WITH 8" CLEARANCE. SEE DETAIL 2.

SOLAR ENCLOSURE WALL.

2x4 SPF STUDS @ 24" O.C.

TREATED 2x4 SPF BOTTOM PLATE.

1/2" TREATED OSB SHEATHING.

HARDIEPLANK LAP SIDING.

9" CONCRETE SLAB.

SLOPE 1/4" PER FOOT

(MIN 2% SLOPE) AWAY

FROM ENCLOSURE.

8" TALL, 16" WIDE

WALL VENT.

FIELD FIT.

ELECTRICAL SERVICE FLOOR PENETRATION.

RUN ELECTRICAL LINE FROM SOLAR PANELS

AND ELECTRICAL SERVICE LINE TO HOST

SITE UNDER SLAB THROUGH 4" FLOOR

PENETRATION. PENETRATION TO BE 4" PVC

SLEEVE INSTALLED IN SLAB. FIELD FIT AND

VERIFY PENETRATION LOCATION WITH

CONTRACTING OFFICER'S REPRESENTATIVE.

BI-PARTING DOORS WITH

HEAVY DUTY DOOR SWEEP

BOERBOEL GATE SOLUTIONS 24"

HEAVY DUTY DROP ROD MODEL

NO. 73014305 OR EQUAL. FASTEN

SECURELY TO DOOR.

WELL ENCLOSURE PROFILE DETAIL

Scale: 1/2" = 1'-0"2

4' -0

2' -8

OUTBACK POWER VENTED

VFXR2812A 2800W 12VDC HYBRID

SERIES SINE WAVE INVERTER.

FIELD FIT.

OUTBACK MATE3S SYSTEM DISPLAY AND FLEX

MAX 80 CHARGE CONTROLLER. FIELD FIT.

50 AMP PV OVERLOAD BREAKER.

FIELD FIT.

CENTRAL WIRING TERMINAL.

FIELD FIT. 2"

8"

9" CONCRETE SLAB. SLOPE 1/4" PER

FOOT AWAY FROM ENCLOSURE.

ELECTRICAL SERVICE FLOOR PENETRATION.

RUN ELECTRICAL LINE FROM SOLAR PANELS

AND ELECTRICAL SERVICE LINE TO HOST SITE

UNDER SLAB THROUGH 4" FLOOR PENETRATION.

PENETRATION TO BE 4" PVC SLEEVE INSTALLED

IN SLAB. FIELD FIT AND VERIFY PENETRATION

LOCATION WITH LOCAL RANGER.

(8) CROWN CR-430 GROUP 903 6-VOLT

430AHr BATTERIES ARRAYED IN SERIES FOR 48Vdc/430AHr CAPACITY. MOUNT

BATTERIES ON NON-CONDUCTING,

CORROSION RESISTANT RACK IN

STACKS OF 2 WITH 8" CLARENCE.

NOTE: PROVIDE BLOCKING

WHERE REQUIRED TO MOUNT

ELECTRICAL EQUIPMENT.

ENCLOSURE SLAB REBAR DETAIL

Scale: 1/2" = 1'-0"3

#4 REBAR @ 24" O.C.

EACH WAY. MAINTAIN 3"

COVER.

#4 PERIMETER REBAR.

MAINTAIN 3" COVER.

#4 REBAR. 12 x 12 L.

MAINTAIN 3" COVER.

1 LAYER 6" CMU

BROOM FINISH

CONCRETE SLAB

BIRCH GROVE

CAMPGROUND

IMPROVEMENTS

WASHBURN

RANGER DISTRICT

DATENO.

REVISION / ISSUE

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

(R9)

EASTERN REGION

CHEQUAMEGON-NICOLET

NATIONAL FOREST

03/22/2019

CJM/JS

Forest Service

190322

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CMU SLAB DETAIL

Scale: 1/2" = 1'-0"4

#4 REBAR. 12 x 12 L.

MAINTAIN 3" COVER.

1 LAYER 6" CMU

SLAB OPTION #2 - MONO-POUR SLAB DETAIL

Scale: 1/2" = 1'-0"5

8" THICK CONCRETE CURB. 5" WIDE.

1/2" DIA. ANCHOR BOLTS. MIN. 4 PER

SIDE. BOLT SHALL EXTEND THROUGH

THE CONCRETE CURB INTO THE SLAB.

9" THICK CONCRETE SLAB

#4 REBAR. 12 x 12 L. MAINTAIN 3"

COVER. MIN 4 PER SIDE.

#4 REBAR @ 24" O.C. BOTH

WAYS. MAINTAIN 3" COVER.

4'-0"

8"7"

SLAB OPTION #2 - MONO-POUR SLAB

Scale: 1/2" = 1'-0"6

9" THICK CONCRETE SLAB

8" THICK CONCRETE

CURB. 5" HIGH.

#4 REBAR. CENTER IN CURB.

MAINTAIN 3" COVER FROM

TOP.

#4 REBAR. 12 x 12 L.

MAINTAIN 3" COVER.

#4 REBAR @ 24" O.C.

EACH WAY. MAINTAIN 3"

COVER.

#4 PERIMETER REBAR.

MAINTAIN 3" COVER.

#4 REBAR. 12 x 12 L.

MAINTAIN 3" COVER.

5" 3'-2" 5"

4' -0

3' -9

4'-0"

5"

BROOM FINISH

CONCRETE SLAB

6" CMU UNIT OR

CONCRETE CURB.

#4 REBAR. CONCRETE CURB

OPTION ONLY. CENTER IN CURB.

MAINTAIN 3" TOP COVER.

4"

PERIMETER

REBAR.

MAINTAIN 3"

COVER.

#4 REBAR @

24" O.C. EACH

WAY.

MAINTAIN 3"

COVER.

SLAB OPTION 2 - SECTION DETAIL

Scale: 1" = 1'-0"7

9" 8"

DETAIL PROVIDED FOR SIDING ONLY

DETAILS PROVIDED BY JAMESHARDIE, HARDIEPLANK LAP SIDING DETAILS, DATED MARCH 1, 2010.

DETAIL PROVIDED FOR SIDING ONLY

GENERAL

1. ALL MATERIALS, CONSTRUCTION, AND DETAILS SHALL CONFORM WITH

THE FOLLOWING:

THESE PLANS

INTERNATIONAL BUILDING CODE 2015

ASCE/SEI 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER

STRUCTURES

ACI 318-08 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

2. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL BE FAMILIAR

WITH THE ENTIRE SET OF CONSTRUCTION DOCUMENTS (CIVIL, ELECTRICAL,

PLUMBING, STRUCTURAL, ETC.) IN ORDER TO PROVIDE ALL CONSTRUCTION

AND MATERIALS FOR THIS PROJECT.

3. THE CONTRACTOR SHALL REFER TO OTHER DRAWINGS CONTAINED IN

THE CONSTRUCTION DOCUMENTS FOR ADDITIONAL SPECIFIED MEMBERS,

DIMENSIONS, ELEVATIONS, DETAILS, OPENINGS, INSERTS, SLEEVES,

DEPRESSIONS, ETC. NOT SHOWN ON THE STRUCTURAL DRAWINGS REQUIRED

TO CONSTRUCT THIS PROJECT.

4. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER

GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS.

5. DO NOT SCALE PLANS.

6. IN NO CASE SHALL STRUCTURAL ALTERATIONS OR WORK AFFECTING A

STRUCTURAL MEMBER BE MADE UNLESS APPROVED BY THE CONTRACTING

OFFICER REPRESENTATIVE.

7. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE

ERECTION PROCEDURE AND CONSTRUCTION SEQUENCE IN ORDER TO ENSURE

THE SAFETY OF THE BUILDING AND WORKMEN DURING CONSTRUCTION (MEANS

& METHODS OF CONSTRUCTION). THIS INCLUDES, BUT IS NOT LIMITED TO:

SHORING, UNDERPINNING, TEMPORARY BRACING, ETC.

8. CONSTRUCTION DOCUMENTS SHOW DIMENSIONS AND ELEVATIONS TO

SIGNIFICANT WORKING POINTS (COLUMN CENTERLINES, OUTSIDE FACE OF

WALLS, TOP OF FRAMING MEMBERS, ETC.) MATERIAL SUPPLIERS AND

DESIGNERS ARE RESPONSIBLE FOR ALL OTHER INFORMATION IN ORDER TO

DETAIL/FABRICATE THEIR WORK. CONTACT THE CONTRACTING OFFICER

REPRESENTATIVE WITH ANY DISCREPANCIES.

9. IN THE EVENT OF ANY DISCREPANCIES BETWEEN THE FOUNDATION

DRAWINGS AND ANY OTHER PLANS CONTAINED IN THE SET OF CONSTRUCTION

DOCUMENTS, THE CONTRACTOR SHALL BRING THE DISCREPANCY TO THE

CONTRACTING OFFICER REPRESENTATIVE'S ATTENTION IN WRITING

IMMEDIATELY.

MATERIAL STRENGTHS CAST-IN-PLACE CONCRETE

1. EXTERIOR SLABS ON GRADE

MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS Fc = 4000 psi

MAXIMUM WATER CEMENTITIOUS RATIO 0.48

MAXIMUM AGGREGATE SIZE 3/4"

SLUMP LIMIT 4” +/- 1”

AIR CONTENT YES 4% TO 6%

CAST-IN-PLACE REINFORCED CONCRETE

1. CONCRETE WORK SHALL CONFORM TO THE CURRENT EDITION OF ACI 318 “BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE” AND ACI 302 “GUIDE

FOR CONCRETE FLOOR AND SLAB CONSTRUCTION”

2. STEEL REINFORCING BARS SHALL CONFORM TO ASTM A615 (GRADE 60). DEFORMED WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185.

3. CONTRACTOR SHALL PROVIDE SUITABLE WIRE SPACERS, CHAIRS, TIES ETC FOR SUPPORTING REINFORCING STEEL IN THE PROPER POSITION WHILE PLACING

CONCRETE.

4. PROVIDE A 1” CHAMFER ON EXPOSED CORNERS OF CONCRETE UNLESS NOTED OTHERWISE.

5. SLEEVES, CONDUITS OR PIPING PASSING THROUGH CONCRETE SLABS AND WALLS SHALL BE PLACED SO THAT THEY ARE NOT CLOSER THAN THREE DIAMETERS ON CENTER AND SO THAT THEY DO NOT DISPLACE REINFORCING. BANKS OF OPENINGS GREATER THAN 18” TOTAL WIDTH OF ALL OPENINGS EDGE-TO-EDGE MUST BE

COORDINATED WITH STRUCTURAL ENGINEER.

6. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY IRREGULARITIES OR DEFECTS IN CONCRETE SLABS (CRACKS, BUMPS, FLOOR CURLING ETC.) BEFORE

ANY FLOOR FINISHES ARE APPLIED.

7. ALL LAPS IN REINFORCING STEEL SHALL BE CLASS “B” LAP SPLICES UNLESS OTHERWISE NOTED.

8. ADDITION OF JOB SITE WATER TO CONCRETE SHALL BE PER ASTM C94.

9. TIME BETWEEN CONCRETE BATCHING AND PLACEMENT SHALL BE IN ACCORDANCE WITH ASTM C94.

10. CLASS C FLY ASH OR SLAG MAY BE SUBSTITUTED FOR CEMENT ON A POUND TO POUND BASIS UP TO 10% OF THE TOTAL CEMENTITIOUS CONTENT.

11. ALL CONCRETE SLABS SHALL BE CURED PER ACI RECOMMENDATIONS FOR NO LESS THAN SEVEN DAYS OR AN APPROPRIATE CURING COMPOUND MAY BE

APPLIED.

12. CALCIUM CHLORIDE OR ADMIXTURES CONTAINING CALCIUM CHLORIDE ARE NOT PERMITTED IN ANY CONCRETE MIX.

13. PROVIDE THE FOLLOWING CLEAR COVER DISTANCES FOR REINFORCEMENT IN CONCRETE.

CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH - 3”

CONCRETE EXPOSED TO EARTH OR WEATHER

NO. 6 THROUGH NO 18 BARS - 2”

NO. 5 BAR AND SMALLER - 1 1/2"

CONCRETE EXPOSED TO WEATHER OR IN CONTACT WITH GROUND SLABS, WALLS, JOISTS NO 11 BAR OR SMALLER - 1”

BEAMS AND COLUMNS - 1 1/2"

14. CONTRACTOR SHALL USE SMOOTH FORMS FOR EXPOSED CONCRETE SURFACES ANY CONCRETE SURFACE REPAIRS SHALL BE PERFORMED BY THE CONTRACTOR AS REQUIRED. REPAIR AND PATCH DEFECTIVE AREAS WITH PROPRIETARY PATCHING COMPOUND IMMEDIATELY AFTER REMOVAL OF FORMS.

DESIGN NOTES

1. THE SOIL IS ASSUMED TO BE A WELL DRAINED SAND, GRAVEL MIXTURE

WITH AN ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. ALL TOPSOIL AND

ORGANIC MATERIAL SHALL BE REMOVED FROM UNDER THE PROPOSED SLAB.

MAINTAIN 3'-0" MIN. UNDISTURBED SOIL AROUND AND UNDER SLAB. IF SLAB IS

TO BE PLACED ON FILL, FILL SHALL BE CLEAN GRANULAR MATERIAL,

COMPACTED WITH A VIBRATING PLATE COMPACTOR IN 6" LAYERS TO 95%

MAXIMUM DENSITY AS DETERMINED BY A MODIFIED PROCTOR OR APPROVED

EQUIVALENT. IF SOILS OR SITE CONDITIONS ARE DISCOVERED THAT ARE

SUSCEPTIBLE TO FROST HEAVE, CONTACT THE CONTRACTING OFFICER

REPRESENTATIVE IMMEDIATELY FOR ADDITIONAL DESIGN INFORMATION FOR A

SHALLOW FROST PROTECTED FOUNDATION.

2. REINFORCING STEEL SHALL BE FREE OF RUST AND SCALE WITH MIN.

YIELD STRESS OF 60,000 PSI. IT SHOULD BE NOTED THAT REINFORCING STEEL

AND OR FIBER MESH REINFORCEMENT WILL NOT PREVENT CRACKS IN THE

SLAB, BUT IT WILL HOLD CRACKS TIGHT, MAINTAIN AGGREGATE INTERLOCK

AND PREVENT FAULTING OF THE SLAB. THE BEST WAY TO PREVENT

SHRINKAGE CRACKING IS TO PAY CLOSE ATTENTION TO THE SMOOTHNESS OF

THE BASE, QUALITY OF THE CONCRETE, WATER CONTENT CURING PROCESS

AND JOINT SPACING. A CURING AND SEALING COMPOUND SHALL BE APPLIED

TO THE CONCRETE SURFACE. THE CURING COMPOUND SHALL BE EQUAL TO

CS-309 AS MANUFACTURED BY W.R. MEADOWS SEALTIGHT AND MEETING THE

SPECIFICATIONS OF ASTM C 1315, TYPE I, CLASS A.

3. POLYMERIC (SYNTHETIC) FIBERS SHALL BE ADDED AT A RATE OF 1.5 LBS

PER CUBIC YARD.

4. HEATING, VENTILATION OR AIR CONDITIONING EQUIPMENT, PLUMBING

SYSTEMS OR ELECTRICAL SYSTEMS SHALL NOT BE INSTALLED IN THE BUILDING

WITHOUT OBTAINING PROPER PERMITS.

FASTENING SCHEDULE, IBC 2015, TABLE 2304.9.1

CONNECTIONS FASTENING LOCATION

TOP PLATE TO STUD 2 - 16D COMMON

3 - 3" x 0.131" NAILS END NAIL

STUD TO SILL PLATE 4 - 8D COMMON

4 - 3" x 0.131" NAILS TOE NAIL

2 - 16D COMMON

3 - 3" x 0.131" NAILS END NAIL

DOUBLE TOP PLATES 16D AT 16" O.C. TYPICAL FACE

3" x 0.131" NAIL AT 12" O.C NAIL

DOUBLE TOP PLATES 8 - 16D COMMON

AT END JOINTS 12 - 3" x 0.131" NAILS LAP SPLICE

CONT. HEADER TO STUD 4 - 8D COMMON TOENAIL

APA PANEL ROOF SHEATHING:

6D 6" MAX. SPACING ON SUPPORTED PANEL EDGE. FASTENERS SHALL BE

LOCATED 3/8 INCH FROM PANEL EDGES. FOR SPANS 48 INCHES OR GREATER,

SPACE NAILS 6 INCHES AT ALL SUPPORTS. MAXIMUM INTERMEDIATE SPACING

SHALL BE 12 INCHES.

APA PANEL WALL SHEATHING:

6D 6" MAX. SPACING ON SUPPORTED PANEL EDGE. FASTENERS SHALL BE

LOCATED 3/8 INCH FROM PANEL EDGES. FOR SPANS 48 INCHES OR GREATER,

SPACE NAILS 6 INCHES AT ALL SUPPORTS.

MAXIMUM INTERMEDIATE SPACING SHALL BE 12 INCHES

DETAILS PROVIDED BY JAMESHARDIE, HARDIEPLANK

LAP SIDING DETAILS, DATED MARCH 1, 2010.

E-02 003 004

SOLAR ENCLOSURE

WANOKA LAKE

CAMPGROUND

IMPROVEMENTS

6"

SLOPE TO

HOLDING TANK

MIN. 1/4" PER FOOT

(MIN. 2% SLOPE)

5'-0" MIN.

3' -0

" M

IN

SEWER DROP NOTES:

1. MIN. CLEAR MANEUVERING

SPACE NEEDED. DO NOT

BLOCK WITH GUARD POSTS,

TIRE STOP, OR ANY OTHER

FEATURES.

2. FINISHED GRADE SLOPE IS

NOT TO EXCEED 1.5% IN ANY

DIRECTION THROUGHOUT

THE CLEAR MANEUVERING

SPACE. CAN BE SLOPED UP

TO 2.5% IF NEEDED FOR

DRAINAGE, ONLY IF SURFACE

IS OTHER THAN CONCRETE,

ASPHALT, OR BOARDS.

3. PIPING TO BE SCHEDULE 40

PVC. PVC CEMENT GLUE ALL

PIPE JOINTS.

ACCESSIBLE CAMPSITE SEWER DROP DETAIL

Scale: 1/2" = 1'-0"3

SECTION

PLAN

FINISHED GRADE

CLEAR

MANEUVERING

SPACE

FI

E

LD

4" SCHEDULE

40 PVC

THREADED

CAP

4" SCHEDULE 40

PVC 90° LONG

SWEEP ELBOW

FI

T

SITE PLAN

Scale: 1" = 200'-0"1

SITE 4

HOST SITE

PROPOSED SOLAR

POWER ARRAY. SEE

DETAIL 2.

Drainage and Septic Products Tuf-Tite, Inc.

1200 Flex Court Lake Zurich, Illinois 60047

TELEPHONE: 847.550.1011

TOLL FREE: 800.382.7009

FAX: 847.550.8004

PART NAME:

PART #:

Material: Copolymer Polypropylene Color: Green

AA

25.00

24.60

4.50 3.10

25.90

24" RISER LID

24 - RISL - GREEN

THIS AREA MAY BE FILLED WITH

CONCRETE FOR ADDITIONAL WEIGHT

A-ASECTION

PERMANENT FOAMED-IN

POLYURETHANE GASKET

• • • © TUF·TITE® RISER LID DETAIL8

Drainage and Septic Products Tuf-Tite, Inc.

1200 Flex Court Lake Zurich, Illinois 60047

TELEPHONE: 847.550.1011

TOLL FREE: 800.382.7009

FAX: 847.550.8004

PART NAME:

PART #:

Material: Copolymer Polypropylene Color: Green

BB

24.20

24.65

25.60

6.00

26.00 7.10

24" RISER

24- RIS - GREEN

B-BSECTION

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-Pl

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• • • © TUF·TITE®

Drainage and Septic Products Tuf-Tite, Inc.

1200 Flex Court Lake Zurich, Illinois 60047

TELEPHONE: 847.550.1011

TOLL FREE: 800.382.7009

FAX: 847.550.8004

PART NAME:

PART #:

Material: Copolymer Polypropylene Color: Green

A A

1.60

30.00

24.60

24" TAR

24 - TAR - GREEN

A-ASECTION 0 0~

r -- ------------------·- -l

• • • © TUF·TITE®

RISER DETAIL9

RISER TAR DETAIL10

RISER NOTES:

1. RISER LID SHALL HAVE A CONFINED SPACE SIGN (SETON MODEL M7073

SIGN) OR HAVE THE WORDS "DANGER - CONFINED SPACE - DO NOT ENTER"

CAST INTO THE LID.

2. NOTE: SECURE LID TO RISER WITH HEX HEAD SCREWS

HOLDING TANK PLAN VIEW

Scale: 1" = 1'-0"4

MAX WATER

LEVEL

HOLDING TANK SECTION DETAIL

Scale: 1" = 1'-0"5

NOTE: ALL SEWER PIPING TO BE 4" SCHEDULE 40 PVC.

ALL PIPE JOINTS SHALL BE PVC CEMENT GLUED.

LOCATE TANK MIN. 10' FROM ALL WATERLINES.

FI

T

24" DIA SECURED

MANHOLE COVER

24" TUF-TITE RISER. SEE DETAIL

7, 8, AND 9. FIELD FIT DEPTH.

WEIGHTED FLOAT

SWITCH ASSEMBLY.

MOUNT WEIGHT AND

SWITCH TO ACTIVATE

WHEN WATER LEVEL

IS 18" FROM TOP OF

INSIDE OF TANK.

FLOAT SWITCH

CABLE PROVIDED

WITH FLOAT (TYP)

INLET PIPE.

SLOPE 1/4" PER FOOT

(MIN. 2% SLOPE)

FROM SEWER DROP.

24" DIA SECURED

MANHOLE COVER

FLOAT SWITCH GROUND

CONDUCTOR SHALL BE

SOLIDLY GROUNDED.

BAFFLE

4x4 TREATED

WOOD POST. FIELD

LOCATE PER

RANGER WITHIN

10'-0" OF TANK

1" PVC COVERED

RIGID CONDUIT

AC-POWERED RED

LED ALARM LIGHT.

ATTACH SECURELY

TO POST.

PROPOSED ELECTRICAL

LINE FROM ELECTRICAL

PEDESTAL. LINE SHALL

NOT CROSS OVER ANY

OTHER UTILITY LINE.

FINISHED GRADE

12'-0"

11'-6"

6' -0

5' -6

4" 4'

-0

3"

2 1/2" TAPER (TYP)

5" 3'

-9

6"

4' -1

1"

3"

3"

4"

2'-0" 2'-0"

3"

4' -0

1' -6

" M

IN

3'-0" MIN

3"

" M

IN

FI

E

LD

F

IT

3"

3' -0

9" M

IN

FI

E

LD

HOLDING TANK CAPACITY

1500 GALLON NOMINAL CAPACITY

1600 GALLON ULTIMATE CAPACITY

EYELET

FITTING

CARABINER

NEMA 3R JUNCTION

BOX. ATTACH

SECURELY TO POST.

SITE 4

HOST SITE

HOST SITE UTILITY LAYOUT PLAN

Scale: 1" = 20'-0"2

PROPOSED NOMINAL 1500 GALLON

HOLDING TANK.

HOLDING TANK TO BE LOCATED IN

EAST OF SITE MIN. 3' FROM EDGE

OF SITE. FIELD FIT TO MINIMIZE

DISTURBED AREA.

PROPOSED ELECTRICAL PEDESTAL.

PEDESTAL TO BE LOCATED 20' FROM

SITE DRIVE-IN. CONTRACTOR TO

ENSURE NO CONFLICTS WITH

PROPOSED SEWER LINE

PROPOSED 4" SCHEDULE 40

PVC SEWER LINE

SEWER DROP. SEE DETAIL 3

ALARM LIGHT.

PROPOSED SOLAR ARRAY INSTALLATION

OPTION #1

INSTALLATION TO BE LOCATED AT EAST SIDE OF "T" INTERSECTION

APPROXIMATELY 130' FROM PROPOSED ELECTRICAL PEDESTAL. CONTRACTOR

TO VERIFY BEST OPTION FOR INSTALLATION LOCATION WITH RANGER AND

ARRAY MANUFACTURER. FIELD FIT TO ENSURE INSTALLATION HAS CLEAR VIEW

OF SKY AND TO MINIMIZE DISTURBED AREA AND TREE REMOVAL

FIELDFIT

20'-0

10'-0 " 11'-0

FIELD

FIT

5'-0"

PROPOSED SOLAR ARRAY INSTALLATION

OPTION #2

INSTALLATION TO BE LOCATED AT WEST SIDE OF "T" INTERSECTION

APPROXIMATELY 160' FROM PROPOSED ELECTRICAL PEDESTAL.

CONTRACTOR TO VERIFY BEST OPTION FOR INSTALLATION LOCATION WITH

RANGER AND ARRAY MANUFACTURER. FIELD FIT TO ENSURE INSTALLATION

HAS CLEAR VIEW OF SKY AND TO MINIMIZE DISTURBED AREA AND TREE

REMOVAL

NEW ELECTRIC LINE TO ALARM LIGHT. LINE TO

BE 12-2 DIRECT BURIAL CABLE WITH GROUND

@ 24" BELOW GRADE. CONNECT LINE AT NEW

BREAKER AND CIRCUIT AT EXISTING

ELECTRICAL PEDESTAL.

PROPOSED ELECTRICAL LINE.

PROPOSED LINE TO RUN SOUTH PARALLEL TO SITE TO

MAIN ROAD, THEN FOLLOW ROAD WEST TO PROPOSED

SOLAR ARRAY INSTILLATION. SIZE ELECTRICAL LINE PER

CODE AND FINAL LENGTH OF RUN.

PATCH PAVEMENT

WHERE PROPOSED

ELECTRIC LINE RUNS

ACROSS EXISTING

PAVED ROAD

WANOKA LAKE

CAMPGROUND

IMPROVEMENTS

WASHBURN

RANGER DISTRICT

DATENO.

REVISION / ISSUE

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

(R9)

EASTERN REGION

CHEQUAMEGON-NICOLET

NATIONAL FOREST

03/22/2019

CJM/JS

Forest Service

190322

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Scale: 1/2" = 1'-0"

FINISHED

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S . S

E E

D E

TA

IL

A

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4"

M

IN

" M

IN

4"

SEWER LINE TRENCH DETAIL

Scale: 1/2" = 1'-0"6

2'-0" MIN.

NOTE: MAINTAIN MIN. 10' CLEARANCE BETWEEN

WATER LINE AND SEWER LINE.

FINISHED

GRADE

" M

IN

D E

P

TH

4" 4"

M

IN

" M

IN

ELECTRICAL LINE

ELECTRICAL LINE TRENCH DETAIL

Scale: 1/2" = 1'-0"7

2'-0" MIN.

4" TOPSOIL OR WISDOT

1-1/4" DENSE GRADED

BASE. MATCH EXISTING.

SELECT OR

EXISTING BACKFILL

SELECT BACKFILL WITH

NO COBBLES AND

BOULDERS (>2"DIA.)

SEWER LINE.

4" TOPSOIL OR WISDOT

1-1/4" DENSE GRADED

BASE. MATCH EXISTING.

SELECT OR

EXISTING BACKFILL

SELECT BACKFILL WITH

NO COBBLES AND

BOULDERS (>2"DIA.)

P-02 004 004

HOST SITE POTABLE

WATER SERVICE

HOLDING TANK NOTES:

1. HOLDING TANK SHALL BE CONCRETE. ALL ADDITIONAL HOLES FOR PIPING

SHALL BE EITHER FILLED DURING MANUFACTURE OR GROUTED INSIDE AND OUT

WITH NO PLASTIC, RUBBER OR NYLON PLUGS.

2. RISER SHALL BE ATTACHED SO AS TO FORM A WATER TIGHT SEAL BETWEEN

THE RISER AND THE TANK. FOR NON-LOCKABLE LIDS HEX HEAD SCREWS SHALL BE

USED FOR SECURING LID TO RISER. PHILLIPS, TORX, SLOTTED, SQUARE, OR

SIMILAR STYLE HEADS MAY NOT BE USED. THE RISER LID SHALL HAVE A CONFINED

SPACE SIGN (PRE-APPROVED SIGN - SETON'S M7073 SIGN WWW.SETON.COM) OR

HAVE THE WORDS “DANGER CONFINED SPACE DO NOT ENTER” CAST INTO THE

LID.

3. TANK SHALL MEET WI CONSTRUCTION SPECIFICATIONS.

4. TANK SHALL BE SET LEVEL.

5. TANK TO BE FILLED WITH WATER TO THE TOP OF THE TANK AND ALLOWED TO

SET FOR 24 HOURS AND CHECKED FOR LEAKS BEFORE BACKFILLING. IF WATER

LEVEL CHANGES, FIND AND REPAIR LEAK AND RETEST FOR 24 HOURS. TANK TO BE

BACKFILLED AFTER SUCCESSFUL WATER TESTING. TANK MAY BE PUMPED OUT

ONTO THE GROUND (AVOIDING EROSION) AFTER BACKFILLING.

6. BACK FILL SHALL NOT HAVE ANY ORGANIC MATERIAL, NOR 3” OR LARGER

STONES. BACK FILL TO BE COMPACTED IN 12” LIFTS.

7. PIPE INLETS AND OUTLETS SHALL BE SUPPLIED WITH A CAST-IN-PLACE

FLEXIBLE BOOT. GROUTING OF THE PIPE IN PLACE AT THE TANK IS NOT

PERMITTED.