J4_Phase 3 Drawings.pdf

DATE

DATE

DIRECTOR, REGION 4 ENGINEERING

FOREST SUPERVISOR

APPROVED

LUCERNE PHASE III

CAMPGROUND RECONSTRUCTION

ASHLEY NATIONAL FOREST FLAMING GORGE RANGER DISTRICT

SHT. DWG. {\LLIST OF DRAWINGS}

1 A1 COVER SHEET

2 A2 PROJECT LOCATION AND DESCRIPTION

3 A3 SCHEDULE OF ITEMS

4 A4 LUCERNE RECREATION COMPLEX OVERVIEW AND CONTROL POINTS

5 {\Fsimplex|c0;\Q10;EXISTING CONDITIONS AND DEMOLITION PLAN}

6 S1 SITE OVERVIEW

S2 SITE PLAN

8 D1 CONCRETE GROUP AREA

9 D2 CONCRETE FIRE RING

10 D3 WINDSCREENS

11 D4 CURB STOP, SIDEWALK, DUMPSTER PAD AND DIRECTIONAL ARROW DETAILS

12 D5 PRE-CAST CONCRETE PICNIC TABLE WITH BENCHES

13 D6 UTILITY TABLE DETAILS

14 R1 ROADS OVERVIEW

15 R2 MAIN ROAD PLAN & PROFILE - STA. 0+00 TO 7+00

16 R3 MAIN ROAD PLAN & PROFILE - STA. 9+00 TO END

17 R4 TYPICAL ROAD CROSS SECTIONS

18 R5 TYPICAL SPUR SECTION AND DETAILS

19 R6 SIGN LIST & INSTALLATION DETAILS

20 R7 GATE FABRICATION DETAILS

21 R8 GATE FABRICATION DETAILS (CONT.)

22 R9 GATE INSTALLATION DETAILS

23 PL1 PLANTING PLAN

24 PL2 PLANTING DETAILS

25 IR1 IRRIGATION PLAN - OVERVIEW

26 IR2 IRRIGATION PLAN

27 IR3 IRRIGATION DETAILS

28 IR4 IRRIGATION DETAILS CONT'D.

29 W1 WATER SYSTEM PLAN

30 W2 VALVE, VALVE BOX, AND TRENCH DETAILS

31 W3 HYDRANT WITH POST, FRAME AND GRATE

32 W4 POTABLE/NON-POTABLE PIPE SEPARATION DETAILS

33 E1 ELECTRICAL

DUTCH JOHN

MANILA

VERNAL

ROOSEVELT

DUCHESNE

MOAB

MONTICELLO

LOGAN

OGDEN

SALT LAKE CITY

KAMAS

HEBER CITY

PLEASANT GROVE

PROVOWENDO

VER

SPANISH FORKPRICE

FERRON

EPHRIAM

ESCALANTE

LOA

TEASDALE

PANGUITCH

RICHFIELD

FILLMORE

BEAVER

CEDAR CITY

ST. GEORGE

UTAH

PROJECT LOCATION

Jeff E. Schramm 5-22-19

Kim J. Martin 6-3-19

A. THIS PROJECT CONSISTS OF RECONSTRUCTING THE REMAINING PORTION OF THE

LUCERNE CAMPGROUND LOOP G, INCLUDING MOST OF THE ASPHALT LOOP ROAD, GROUP

SITES A AND C, AND A PORTION OF GROUP SITE B. ELECTRICAL, POTABLE WATER AND

IRRIGATION SYSTEMS WILL ALSO BE IMPROVED. SITES WILL ACCOMMODATE 50 PAOT.

B. DEMOLITION WORK INCLUDES THE FOLLOWING:

1. DEMOLITION OF MOST OF THE EXISTING LOOP ROAD (EXCLUDING A SECTION RUNNING

THROUGH SITE B), INCLUDING PULVERIZING THE EXISTING ASPHALT AND REMOVING

THE EXISTING GATE.

2. DEMOLITION OF ALL EXISTING ABOVE GROUND IMPROVEMENTS ASSOCIATED WITH

GROUP SITES A&C, PLUS REMOVAL OF ONE PULL-OUT ASSOCIATED WITH GROUP B,

INCLUDING PULVERIZING THE EXISTING ASPHALT, AND REMOVING CAMPING SPURS,

CONCRETE BARRIERS, FIRE RINGS, PEDESTAL GRILLS, IRRIGATION SPRINKLERS,

SIGNS, ETC. THE EXISTING RESTROOMS, POTABLE WATER, SEWER AND ELECTRICAL

ARE TO REMAIN, AS DESIGNATED.

C. NEW CONSTRUCTION WORK INCLUDES THE FOLLOWING:

1. RECONSTRUCTION OF MOST OF THE EXISTING LOOP ROAD, INCLUDING NEW ASPHALT,

SIGNS, AND ENTRANCE GATE.

2. RECONSTRUCTION OF GROUP SITES A&C, INCLUDING NEW ASPHALT ROADS, CAMPING

SPURS, GROUP SHELTER, SIGNS, SITE FURNITURE, PATHS, ELECTRICAL SYSTEM,

IRRIGATION SYSTEM, LANDSCAPING, AND OTHER WORK AS DESCRIBED IN THE PLANS.

CONSTRUCT NEW WATER LATERALS TO SERVE NEW HYDRANTS.

3. CONSTRUCTION OF NEW DOUBLE-UNIT SPUR ASSOCIATED WITH GROUP B.

4. MODIFICATIONS TO THE EXISTING IRRIGATION SYSTEM BETWEEN LOOP G AND D,

INCLUDING ASPHALT PATCHING.

C. DEMOLITION BY OTHERS (NOT IN CONTRACT):

1. EXISTING FIRE PITS AND PEDESTAL GRILLS (EXCLUDING FIRE PIT ATTACHED TO GROUP

SITE B).

VICINITY MAP

MANILA, UT

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PROJECT DESCRIPTION

PROJECT

LOCATION

PROJECT LOCATION

THE PROJECT IS LOCATED ON THE FLAMING GORGE NATIONAL RECREATION AREA OF

THE ASHLEY NATIONAL FOREST, DAGGETT COUNTY, UTAH IN SECTIONS 19 & 20, T3N,

R21E. IT IS LOCATED APPROXIMATELY 8 MILES EAST OF MANILA, UTAH.

GOVERNMENT PIT LOCATIONS. THERE ARE 3 GOVERNMENT SOURCE PITS AVAILABLE

WITHIN 3 MILES OF THE PROJECT SITE:

1. SWIM BEACH - 40.993889°, -109.602056°. EXPECTED USE: PIPE ZONE AND SPECIAL

BEDDING MATERIAL.

2. LINWOOD BAY - 40.994361°, -109.626556°. EXPECTED USE: SELECT BORROW.

3. SEWER LAGOONS - 40.989694°, -109.598056°. EXPECTED USE: SELECT BORROW.

4. NOTE: GOVERNMENT SOURCE PITS ARE AVAILABLE AS-IS TO THE CONTRACTOR FOR

THE PROJECT, HOWEVER, THE MATERIAL MAY NEED TO BE SCREENED OR

PROCESSED TO MEET THE SPECIFICATIONS. IT IS THE CONTRACTOR’S

RESPONSIBILITY TO INSTALL MATERIAL PER THE SPECIFICATIONS WHETHER IT IS

OBTAINED FROM A GOVERNMENT SOURCE PIT, OR FROM A COMMERCIAL SOURCE.

GOVERNMENT PIT LOCATIONS

PROJECT SITE

SEWER LAGOONS PIT

SWIM BEACH PIT

LINWOOD BAY PIT

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4Point Table Point #

Elevation

5991.01

5993.28

6055.20

6099.08

Northing

9449.50

10000.00

11478.68

11723.70

Easting

5224.87

5000.00

6293.39

7376.61

Description

CP1

CP2

Q-1

CP4

22.5'

SCALE IN FEET

150' 300'150'

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A4

FLAMING

GORGE

RESERVOIR

LOOP B

LOOP C

LOOP D

LOOP E

LOOP F

LOOP G

LOOP A

PARKING

LUCERNE CAMPGROUND

CONTROL POINT #4

CONTROL POINT #3

CONTROL POINT #2

ADJACENT TO SITE #2 IN LOOP C

CONTROL POINT #1

ADJACENT TO SITE #13 IN LOOP B

BOAT

RAMP

EMPLOYEE HOUSING AND

EXISTING GROUP SITE

DUMP STATION

ADMIN

SITE

STORE AND

BOAT STORAGE

TO MANILA

LUCERNE VALLEY RECREATION ROAD

(FS ROAD 146)

SEE "S" AND "R" SHEETS

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LEGEND:

EXISTING WATERLINE

EXISTING SEWERLINE

EXISTING ELECTRICAL LINE

EXISTING CURB VALVE AND BOX - SIZE VARIES

EXISTING HYDRANT

EXISTING MANHOLE

EXISTING ASPHALT TO BE PULVERIZED

EXISTING ROADWAY TO BE PULVERIZED AND OBLITERATED

(AREAS WHERE NEW ROADWAY WILL NOT BE CONSTRUCTED)

EXISTING ASPHALT ROAD TO REMAIN

MAJOR CONTOUR AND ELEVATION (FEET)

EXISTING SIGN

EXISTING TREE TO REMAIN (LIGHT GRAY)

EXISTING TREE TO BE REMOVED (SOLID/DARK)

EXISTING CONCRETE PATH

EXISTING IRRIGATION HEAD

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REMOVE AND

DISPOSE OF

EXISTING GATE

REMOVE AND DISPOSE OF

EXISTING IRRIGATION HEAD (TYP)

EXISTING FIRE RINGS AND

PEDESTAL GRILLS TO BE REMOVED

BY OTHERS (NOT IN CONTRACT)

EXISTING TREE TO

REMAIN, TYP.

EXISTING 4-UNIT RESTROOM

BUILDING TO REMAIN

EXISTING CONCRETE

PATH TO REMAIN

EXISTING ASPHALT ROADS

AND SPURS TO REMAIN

(TYP OF THIS HATCH STYLE)

SAWCUT

EXISTING

ASPHALT

EXISTING PULL-OUT

TO BE OBLITERATED

OBLITERATE, SCARIFY,

& REMOVE EXISTING

AGGREGATE PATH

LANDSCAPE IRRIGATION POINT OF

CONNECTION (P.O.C.)

DISCONNECT AND ABANDON EXISTING

IRRIGATION SYSTEM IN PLACE WITHIN

PROJECT AREA DOWNSTREAM OF THIS POINT

GROUP SITE B

(EXISTING, 50 PAOT, TO REMAIN

NOTES:

1. REMOVE AND DISPOSE OF ALL EXISTING SIGNS, GATES, CONCRETE BARRIERS,

WHEEL STOPS, IRRIGATION HEADS AND OTHER COMPONENTS, AND ALL OTHER

ABOVE GROUND CONSTRUCTED FEATURES NOT DESIGNATED TO REMAIN (NOT

ALL FEATURES ARE SHOWN). EXISTING RESTROOMS AND CONCRETE SIDEWALKS

ARE TO REMAIN. ABANDON EXISTING IRRIGATION PIPING SYSTEM IN PLACE (IF

ENCOUNTERED, REMOVE TO A MIN. 12 INCHES BELOW FINISHED GRADE). ALL

OTHER EXISTING UNDERGROUND UTILITIES ARE TO REMAIN. THE CONTRACTOR

IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO ITEMS DESIGNATED TO

REMAIN AS-IS.

1.1. FIRE RINGS, PEDESTAL GRILLS, AND PICNIC TABLES WILL BE REMOVED BY

OTHERS (NOT IN CONTRACT)

2. NO DEMOLITION WORK IS TO BE DONE OUTSIDE OF THE AREA DESIGNATED TO BE

RECONSTRUCTED, OTHER THAN THE ELECTRICAL AND IRRIGATION UTILITY

WORK REQUIRED TO CONNECT TO LOOP "D".

3. PULVERIZE DESIGNATED EXISTING ASPHALT ROADS TO A DEPTH OF 5 INCHES.

EXISTING ASPHALT CONSISTS OF AN APPROXIMATELY 1" DOUBLE CHIP SEAL.

ASPHALT SHALL BE THOROUGHLY MIXED WITH ROAD BASE MATERIAL.

4. FOR ALL ROADS DESIGNATED TO BE PULVERIZED, RE-USE THE PULVERIZED

MATERIAL FOR NEW ROAD BASE.

4.1. AT DESIGNATED LOCATIONS (SOLID HATCH), THE ROAD BASE SHALL REMAIN

IN PLACE AND SHALL BE RESHAPED ACCORDING TO "R" SHEETS.

4.2. IN PLACES WHERE NEW ASPHALT WILL NOT COVER THE EXISTING ROAD

(CROSS HATCH) THE ROAD BASE SHALL BE 1) PULVERIZED; 2) COMPLETELY

REMOVED; 3) RIPPED TO A DEPTH OF 6 INCHES; 4) REGRADED TO MATCH

EXISTING TOPOGRAPHY AND TO DRAIN AWAY FROM ROADWAY. INSTALL

SELECT BORROW (COMPACTED) AS NEEDED AND 2-3" DEPTH OF TOP SOIL;

AND 5) LEFT IN A STATE READY FOR SEEDING. USE REMOVED ROAD BASE

FOR THE CONSTRUCTION OF NEW ROADS AND SPURS.

5. NO PULVERIZED ASPHALT SHALL BE EXPOSED UPON COMPLETION OF THE

PROJECT.

6. A SUBSTANTIAL EFFORT HAS BEEN MADE TO LOCATE ALL POSSIBLE EXISTING

UTILITY LINES FROM RECORDS AND EVIDENCE IN THE FIELD, HOWEVER, THE

COMPLETENESS OR ACCURACY OF THE LOCATIONS SHOWN CANNOT BE

GUARANTEED. THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING THE

LOCATION OF ALL EXISTING UTILITIES. ANY LOCATION STAKED OR SHOWN IS

APPROXIMATE. CALL 811 TO HAVE UTILITIES MARKED BEFORE BEGINNING

CONSTRUCTION. IF CONFLICTS ARE FOUND, NOTIFY THE CONTRACTING

OFFICER.

SAWCUT EXISTING

ASPHALT

REMOVE TREES

REMOVE TREE (TYP)

REMOVE AND DISPOSE OF

EXISTING IRRIGATION SYSTEM

COMPONENTS (TYP)

SAWCUT

EXISTING

ASPHALT

EXISTING MANHOLE

TO REMAIN

EXISTING GROUP

SHELTER TO REMAIN

EXISTING CAMPGROUND

LOOP "F" TO REMAIN.

PULVERIZE AND OBLITERATE EXISTING ASPHALT

ROAD IN AREAS WHERE NEW ROADWAYS

WILL NOT BE CONSTRUCTED (CROSS-HATCHED

AREA), SEE LEGEND AND NOTES PULVERIZE EXISTING ASPHALT ROAD IN AREAS

WHERE NEW ROADWAY WILL BE CONSTRUCTED

(SOLID HATCH), SEE NOTES AND LEGEND

EXISTING SIGNS TO REMAIN

EXISTING HYDRANT

TO REMAIN

EXISTING CONCRETE

PATH TO REMAIN

EXISTING BURIED WATER,

SEWER AND ELECTRICAL

UTILITIES TO REMAIN

EXISTING WATER VALVE

TO REMAIN (TYP)

EXISTING EMPLOYEE HOUSING AND

CAMPSITES. DO NOT DISTURB.

OUTSIDE SCOPE OF PROJECT.

DO NOT DISTURB

EXISTING SITE

BEYOND THIS POINT

EXISTING IRRIGATION

LINE TO REMAIN

EXISTING GROUP

SITE PARKING

EXISTING GROUP

SITE PARKING

EXISTING GROUP

SITE PARKING

REMOVE EXISTING

SIGN (TYP)

SEE SHEET "IR1" FOR

ASPHALT CUTTING REQUIRED

FOR ELECTRICAL WORK

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0 50' 100'

SCALE IN FEET

50'

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S1

LOOP F

LOOP E

LUCERNE VALLEY ROAD

(FS ROAD 146)

LOOP G

SEE SHEET S2

NOTES:

1. GROUP LOOP G: DO NOT DAMAGE ANY PORTION OF THE EXISTING ASPHALT ROAD OR GROUP

SITE B THAT IS IDENTIFIED TO REMAIN.

2. DO NOT DAMAGE EXISTING TREES IDENTIFIED TO REMAIN.

3. SEE "R" SHEETS FOR ROAD DESIGN.

4. SEE "W" SHEETS FOR WATER DESIGN.

5. SEE "D" SHEETS FOR SITE DETAILS.

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

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

ACCURACY OF THE LOCATIONS SHOWN CANNOT BE GUARANTEED. ADDITIONAL BURIED

ELECTRICAL AND IRRIGATION LINES ARE KNOWN TO EXIST, HOWEVER THE LOCATION IS

UNKNOWN. THE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING THE LOCATION OF ALL

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

UTILITIES MARKED BEFORE BEGINNING CONSTRUCTION. IF CONFLICTS ARE FOUND, NOTIFY

THE CONTRACTING OFFICER.

7. NO PULVERIZED ASPHALT SHALL BE EXPOSED UPON COMPLETION OF THE PROJECT.

8. SEE SHEET S2 FOR LEGEND.

LUCERNE

CAMPGROUND

SEE SHEET "IR1" FOR

ELECTRICAL WORK IN THIS

AREA

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E E

E E

W W

V

W

W

W

E

E

E

E

E

E

E

A2

A1

A3

A4

A5

A6

B1

C1

C2

C3

C4

C6

C5

{EXISTING MANHOLE

NEW ASPHALT ROAD

MAJOR CONTOUR AND ELEVATION (FEET)

NEW SIGN

NEW HYDRANT - STANDARD TYPE B}

M

NEW WATERLINE

EXISTING WATERLINE

EXISTING SEWERLINE

EXISTING IRRIGATION LINE

EXISTING ELECTRICAL LINE

NEW ELECTRICAL UNDERGROUND FEEDER}

W

W

S

E

E

IR

0 30' 60'

SCALE IN FEET

30'

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S2

INSTALL NEW 28'

DOUBLE GATE

(SEE SHEET R7)

CONSTRUCT

CONCRETE

DUMPSTER PAD

(SEE SHEET D4)

INSTALL GROUP SITE "A" SIGN

(SIGN #5)

INSTALL 8' CURB

STOP, TYP.

(SEE SHEET D4)

INSTALL 6' CURB

STOP, TYP.

(SEE SHEET D4)

CONSTRUCT 50 PAOT

GROUP SITE

W/SHELTER, SITE

FURNISHINGS, &

WINDSCREEN

(SEE SHEET D1)

INSTALL SHADE TREE, TYP.

(SEE SHEET PL1)

INSTALL SHADE TREE, TYP.

(SEE SHEET PL1)

EXISTING TREE TO

REMAIN, TYP.

RELOCATE &

INSTALL GROUP

SITE "B" SIGN

CONSTRUCT NEW 24' WIDE

DOUBLE UNIT SPUR, TYP.

(SEE SHEET R5)

EXISTING 4-UNIT

RESTROOM TO REMAIN

EXISTING CONCRETE

PATH TO REMAIN

EXISTING ASPHALT

ROAD AND SPURS

TO REMAIN

SAWCUT ASPHALT

SAWCUT ASPHALT

INSTALL GROUP SITE "C" SIGN

(SIGN #6)

CONSTRUCT 20' WIDE SINGLE

UNIT ACCESSIBLE SPUR

(SEE SHEET R5)

CONSTRUCT 20' WIDE

SINGLE UNIT ACCESSIBLE

SPUR (SEE SHEET R5)

INSTALL SMALL

EVERGREEN TREE, TYP.

(SEE SHEET PL2)

CONSTRUCT 50 PAOT

GROUP SITE W/SHELTER,

SITE FURNISHINGS, &

WINDSCREEN

(SEE SHEET D1)

INSTALL CONCRETE

PATHWAY, TYP.

(SEE SHEET D4)

INSTALL HYDRANT, TYP.

(SEE SHEET W3)

LANDSCAPE IRRIGATION POINT

OF CONNECTION (P.O.C.)

(SEE SHEET IR1)

INSTALL DO NOT ENTER SIGN

(SIGN #2)

INSTALL ONE WAY SIGN (SIGN #3)

GROUP SITE B

(EXISTING 50 PAOT), TO REMAIN

CONSTRUCT 14' WIDE

ONE-WAY ROAD

(SEE R SHEETS)

CONSTRUCT 16' WIDE

SINGLE UNIT SPUR

(SEE SHEET R5)

CONSTRUCT 16' WIDE

SINGLE UNIT SPUR

(SEE SHEET R5)

INSTALL ELECTRIC FEEDER

(SEE SHEETS E1 & D1)

INSTALL ELECTRIC FEEDER

(SEE SHEETS E1 & D1)

INSTALL GROUP SITE "C" SIGN

(SIGN #6)

INSTALL GROUP SITE "A" SIGN

(SIGN #5)

INSTALL YIELD SIGN (SIGN #1)

INSTALL ACCESSIBLE

PARKING SIGN

(SIGN #4)

INSTALL ACCESSIBLE PARKING SIGN

(SIGN #4)

INSTALL LINE STRIPING, TYP

(SEE R SHEETS FOR DIMENSIONS)

INSTALL DIRECTIONAL

ARROWS, TYP

(SEE SHEET D4)

K im

J . M

{NOTE:}

FOOTING DESIGN

BY MANUFACTURER

CONTRACTOR NEEDS TO

SUPPLY CONTRACTING

OFFICER WITH A

STAMPED DRAWING FOR

APPROVAL.

ANCHOR BOLT

B2 - SURFACE MOUNT

W/ INTERNAL CONNECTIONS METHOD

(RECOMMENDED POLIGON COLUMN

CONNECTION OR APPROVED EQUAL.)

COLUMN

NUT

FINISH GRADE

\A1;{\H0.7x;\S1#2;}" EXPANSION JOINT

\A1;VARIES

\pxql;5 FT. MINIMUM DISTANCE FOR SLOPE TRANSITION FROM PATH TO CONC. PAD

\pxql;SELECT BORROW OR NATIVE SOIL AND FILL AS SPECIFIED

DRAINAGE

HOLE FOR FIRE

RING

(18" DIA. GROUP

\pxql;NATIVE SOIL

\pxql;4" CONCRETE

\pxql;4" COMPACTED CRUSHED AGGREGATE BASE \pxql;2:1 FILLS UNDER 5'

\pxql;1-1/2:1 FILLS OVER 5'

\pxql;1:1 CUT SLOPES OVER 10'\pxql;1-1/2:1 CUT SLOPES 5' TO 10'\pxql;3:1 CUT SLOPES TO 5' \pxql,t2;3:1 SLOPE\pxql;PATH 5% SLOPE

{\LGROUP UNIT WITH SHELTER}

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{\LTYPICAL PAD SECTION WITH CUT & FILL (NO SCALE)}

\A ;5

\A1;24' \A1;23'-4"

\A1;53'

\A1;9'

\A1;17'-8"

\A ;5

\A ;4

'\A1;4' \A

1;5

\A1;4'

\A1;4'

\A1;1' GENERAL NOTES:

1. INSTALL {}" COMPRESSED FELT EXPANSION JOINT WHEN POURING OPERATIONS ARE SUSPENDED FOR ONE HOUR OR MORE.

2. GROUP UNIT SHALL SLOPE 1% FROM MIDDLE OF PAD TO LONG EDGES TO DRAIN.

3. THE GRADE FOR THE CONCRETE SIDEWALK CONNECTING TO THE PAD SHALL NOT EXCEED MAX. GRADE OF 5%.

4. SHELTER IS A POLIGON SHELTER MODEL NUMBER REK24X54MR OR APPROVED EQUAL. (SEE SPECIFICATION 136000)

5. FOOTINGS TO BE DESIGNED BY A LICENSED STRUCTURAL ENGINEER, STAMPED & SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL.

6. USE 2X TONGUE AND GROOVE DECKING UNDER METAL ROOF.

7. GRADE AREA AROUND SHELTER TO DRAIN AWAY FROM SHELTER AND PARKING PULLOUT.

8. THE CONTRACTOR SHALL SUBMIT AN EXPANSION AND CONTRACTION CONCRETE JOINT PLAN TO THE CONTRACTING OFFICER FOR APPROVAL.

{COLUMN FOOTING DESIGN EXAMPLE

(NOT TO SCALE)}

\A1;4"\A1;1"

\A 1;4

\A1;

4"

{\LHAND TOOLED CONTRACTION JOINTS}

{\LTYPICAL PAD SECTION}

\A1 ;8'

\A1;4'\A1;22'

\A1;7'-8"

3' M

IN

\A 1;

'-5

\A1;1'

\A ;6

\A1;6'

\A1 ;5'

\A1;VARIES - SEE SHEET S2

\A1;32'-6"

\A 1;

'\A1;10'

K im

J . M

12 @ 30%%d OFFSET SPACING EACH

%%UGROUP CONCRETE FIRE RING CIRCLE

%%USECTION

%%uSIDE VIEW

%%uSTEEL INSERT DETAIL

%%uDETAIL

NOT TO SCALE

CHAMFER TOP EDGE

45%%d

EXTERIOR GRO0VE

3/8"

ON BOTH SIDES OF

WALL ON FIRE CIRCLE

45%%d 7"

1"

SECTION

1"

NOT TO SCALE

STEEL RISER TACK WELDED TO SURFACE PLATE

1'-11 1/4"

30%%d

TYP.

4"

TO

1/16''1/8"

1/4" MIN. THICK STEEL

1/4

ROUND EDGE

4"

TIE TO REBAR CIRCLES WITH

#4 GAUGE SMOOTH

2 LAYERS PLACED AS SHOWN

#4 REBAR @ 45%%d SPACING

(2) 15" #4 REBAR, PLACE

VERTICAL AS SHOWN IN SECTION TIE

TO REBAR WITH #4 GAUGE SMOOTH

TYPICAL 4" CONCRETE PAD

18" HIGH, 8" WIDE

CONCRETE CIRCLE

DETAIL SHOWN

ON

RI

GH

T

URETHANE CAULK CIRCLE TO PADFINISHED GRADE

18"7"

EXTERIOR GROOVE

COMPACTED AGGREGATE BASE

WASHED DRAIN ROCK 4'-4"x 4'-4"x 3'

TYPICAL 4" CONCRETE PICNIC PAD

18" DIA. DRAINAGE HOLE INCONC. PAD UNDER FIRE CIRCLE4"4"36"

(13" DEPTH TO BOTTOM OF

CONCRETE PAD)

GRADED AGGREGATE 3/4" MINUS

1/4" MIN. STEEL INSERT

AIR SPACE 1 1/2" FROM CONCRETE

FORMED INTO CIRCLE

#4 REBAR TYP.

1 1/2"

EXTERIOR GROOVE

FIN. GRADE

#4 REBAR

#4 REBAR16- 5" LONG 12" MIN.7"

9"

WELDED BEAD\A1;10"\A1;8"

PLACE 2.1 CY (4'-4"x 4'-4"x 3') WASHED

DRAIN ROCK UNDER AGGREGATE PICNIC PAD

AT THE FIRE CIRCLE LOCATION. USE

UNIFORM GRADATION FROM 1/2" TO 2"

NOTES:

1. PRECAST CONCRETE RING IS AVAILABLE FROM DURA-CRETE

http://www.duracrete.com/

DURA-CRETE, INC.

1475 WEST 3500 SOUTH

WEST VALLEY CITY, UT 84119

TEL. 801-972-8686

OR APPROVED EQUAL

2. INSTALL CONCRETE FIRE RING IN LOCATION SHOWN ON SHEET D1.

CONCRETE CIRCLE 18" HIGH, 10" WIDE

SEE SIDE VIEW & DETAIL FOR

EXTERIOR GROOVE DETAIL

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K im

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1. CONSTRUCT A TREX SURROUNDINGS SHADOW

BOX STYLE FENCE TO FUNCTION AS A WINDSCREEN.

2. INSTALL POSTS AND FOOTERS EVERY 8' O.C.

3. ATTACH HORIZONTAL WOOD MEMBERS TO

POSTS WITH BRACKETS AS SPECIFIED BY TREX

MANUFACTURER'S INSTALLATION INSTRUCTIONS.

FASTEN ALL VERTICAL MEMBERS WITH DECKING

SCREWS. SCREWS SHALL NOT PENETRATE

THROUGH WOOD MEMBERS AND BE EXPOSED ON

THE OPPOSITE SIDE.

NOTES:

GROUND

\A1;CONSTRUCTED IN 8' UNITS - TOTAL LENGTH VARIES, SEE SHEET D1

\A1 ;6"\A1;2'-11"

\A1;5'-3"

\A1;

8'

\A1;6"

TAMPED GRAVEL SUB-BASE

UNDISTURBED SOIL

30" FROST DEPTH\A1;2"

CONCRETE COLLAR - DO NOT ENCASE BOTTOM OF POST

\A1;2"

\A1;6'-2"

\A1;1'-0" DIA.

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WINDSCREEN ELEVATION

WINDSCREEN FRAMING ELEVATION

DETAIL

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

K im

J . M

{CONCRETE SIDEWALK CROSS SECTION

NOT TO SCALE}

SLOPE TO DRAIN 1/4" PER FOOT FROM BUILDING

4" THICK CONCRETE SIDEWALK

4" COMPACTED CRUSHED AGG. BASE GRADING "C"

BOTH SIDES

1/2" RADIUS

FINISH GRADE1"

5'-0"

{CONCRETE SIDEWALK NOTES:

1. SIDEWALK CONTROL JOINTS SHALL BE LOCATED A MAXIMUM OF EVERY 5 LINEAR FEET. CONTROL

JOINTS SHALL BE A MINIMUM 1/2" TOOLED JOINT. NO SAWCUT JOINTS.

2. SIDEWALK EXPANSION JOINTS SHALL BE LOCATED A MAXIMUM EVERY 50 LINEAR FEET AND AT

JUNCTIONS WITH OTHERS SLABS, FOUNDATIONS AND VERTICAL SURFACES.

NATIVE SOIL

NO SCALE

{\LDUMPSTER PAD SECTION}

1' M

IN

\pxql;DEPTHS SHOWN ARE COMPACTED.

10'

6" THICK CONCRETE SLAB WIDTH

VARIES\A1;6' O

R 8'

\A1 ;4"

A

A C

{\L6' OR 8' PRECAST CONCRETE CURB}

{\LELEVATION} {\LSECTION A-A}

\A1;VARIABLE\A1;VARIABLE

\A1;VARIABLE

\A1;60"

\A1;36"

\pxql;REFLECTORIZED WHITE PAINT \A1;12"

{\LDIRECTIONAL ARROW}

NO SCALE

1' M

IN

\pxqc;6" THICK CONCRETE PAD W/ #3 REBAR REINFORCING 18" O.C. BOTH WAYS \A1;10'

1'

MIN.

\A1;10'

{\LDUMPSTER PAD DETAIL}

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\A1;92"

\A1;32"

\A1;2'

\A1 ;10

\A

1;

4"

\A

;1

\A1

;11

\A1;5"

\A1;33"\A1;65"

{NOTES:

1. TABLES SHALL BE PLACED AT GROUP UNITS AS SHOWN ON

SHEETS D1.

2. TABLE SHALL BE MODEL NO. 104FSS, AVAILABLE FROM OUTDOOR

CREATIONS INC,. 2270 BARNEY ROAD, ANDERSON CA 96007,

530-337-6674 OR APPROVED EQUAL.

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{\LEND VIEW} {\H0.5x;(NO SCALE)} {\H2x;\LSIDE VIEW} (NO SCALE)

{\H2x;\LPLAN VIEW} (NO SCALE)

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F O

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In te rm ou nt ai n R eg io in ee rin g

L U

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H A

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C O

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T R

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U T

IL

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Y T

A B

L E

D E

T A

IL

S

A S

H

LE

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O N

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FO

R

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T

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E B

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\A 1;

\A1;30"

\A1;3' -1" \A1

;1'- 2"

\A1;5"\A1;4" \A1;5" \A1;5"

\A1;32"

\A1;2"

\A1;8"\A1 ;8

\A1;8"\A1;14 1/2"

NOTES:

1. SPURS AND SHARP EDGES SHALL BE GROUND SMOOTH.

2. ALL SURFACE SHALL BE PAINTED WITH HIGH HEAT BLACK

ENAMEL STOVE PAINT.

3. 5/8"X6" GALVANIZED STEEL WEDGE ANCHORS MAY BE

SUBSTITUTED FOR 5/8" J BOLTS.

4. UTILITY TABLES SHALL BE PILOT ROCK MODEL ULT/P/B-3 (30"X48")

AS MANUFACTURED BY THE R.J. THOMAS MFG. COMPANY OR AN

APPROVED EQUAL.

{\LTABLE TOP VIEW}

{\LTABLE FRONT VIEW} {\LTABLE SIDE VIEW}

K im

J . M

S

S

S

S

S

S

S

S

S

S

S S

S S

S

S

S

S

S

S

S

E

E

E

E

E

E

E

E

IR

IR

IR

IR

IR

IR

IR

IR IR IR IR IR IR

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

E E

E E

W W

V

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W

W

E

E

E

E

E

E

E

A2

A1

A3

A4

A5

A6

B1

C1

C2

C3

C4

C6

C5

0+00

1+00

2+00

3+00

4+

5+

6+

7+00

8+00 9+00

+0

+0

+0

+0

+3

22.5'

SCALE IN FEET

30' 60'30'

PR

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F O

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L U

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T

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D . J

E P

P S

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IN

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R1

NOTES:

1. CONSTRUCT NEW ROAD, SPURS, UNIT PADS AND INSTALL SITE FURNITURE, GATE AND SIGNS.

2. EXISTING ROADS CONSIST OF APPROXIMATELY 5" OF CRUSHED AGGREGATE BASE AND 1" DOUBLE CHIP SEAL.

3. PULVERIZE AND MIX THE EXISTING ASPHALT AND BASE MATERIAL TO A DEPTH OF 5 INCHES AS SHOWN ON THE DEMOLITION PLAN. RESHAPE THIS MATERIAL AND

RECOMPACT TO FORM NEW ROAD BASE, ADDING ADDITION AGGREGATE WHERE NECESSARY. PAVE NEW ASPHALT DIRECTLY ON RESHAPED, PULVERIZED MATERIAL. INSTALL 2 INCHES OF NEW ASPHALT ON NEW ROADS. CARE SHOULD BE TAKEN TO AVOID MIXING NATIVE SOIL WITH ROAD BASE MATERIAL.

4. WHERE NEW ROADS OR SPURS ARE TO BE INSTALLED IN AN AREA WHERE A ROAD OR SPUR DID NOT PREVIOUSLY EXIST, CONSTRUCT NEW SUBGRADE, INSTALL 4 INCHES OF NEW CRUSHED AGGREGATE (OR STOCKPILED ROAD BASE) AND PLACE ASPHALT ON NEW AGGREGATE. SALVAGE TOP 3" OF TOPSOIL AND STOCKPILE

FOR PLACEMENT ON OBLITERATED AREAS.

5. ANY EXISTING ASPHALT THAT WILL NOT BE COVERED WITH NEW ASPHALT SHALL BE COMPLETELY PULVERIZED AND OBLITERATED. REMOVE AND STOCKPILE THE ROAD BASE MATERIAL AND REPLACE WITH BACKFILL. REGRADE THE OBLITERATED AREA TO MATCH SURROUNDING GROUND. USE EXCESS EXCAVATED MATERIAL

OR SELECT BORROW TO BACKFILL OBLITERATED ROAD AND SPUR AREAS. SEE SHEET DE1.

6. THE SUBGRADE WILL BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO ASPHALT PLACEMENT. THE CONTRACTOR SHALL ENSURE A MINIMUM OF 4 INCHES OF AGGREGATE IS UNDER THE NEW ASPHALT. IF BASE IS LESS THAN 4 INCHES DEEP, THEN THE EXISTING BASE SHALL BE REMOVED AND THE SUBGRADE

DEEPENED.

7. NEW SHOULDERS SHALL BE CONSTRUCTED WITH IMPORTED AGGREGATE AND NOT FROM EXISTING PULVERIZED MATERIAL. NO PULVERIZED ASPHALT SHALL BE

VISIBLE AT COMPLETION OF THE PROJECT.

8. DO NOT DAMAGE EXISTING TREES UNLESS DESIGNATED TO BE REMOVED.

9. ENSURE THAT WATER WILL DRAIN AWAY FROM ROADWAYS.

10. ALL CLEARING AND GRUBBING SHALL BE HANDLED IN ACCORDANCE WITH SPECIFICATION 311000.

11. CONSTRUCTION STAKING SHALL BE COMPLETED BY THE CONTRACTOR AND APPROVED BY THE CONTRACTING OFFICER PRIOR TO BEGINNING WORK.

12. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO NEW ASPHALT ROADS AND SPURS AS A RESULT OF CONSTRUCTION ACTIVITIES.

13. VERTICAL CURVES ARE NOT SHOWN DUE TO SHALLOW TRANSITIONS, HOWEVER, CONTRACTOR SHALL CONSTRUCT SMOOTH TRANSITIONS BETWEEN GRADES.

14. SEE "DE" SHEETS FOR DEMOLITION PLAN.

15. SEE "S" SHEETS FOR SITE PLAN.

16. SEE "W" SHEETS FOR WATER DESIGN.

17. SEE "IR" SHEETS FOR IRRIGATION DESIGN.

18. SEE SHEET A4 FOR CONTROL POINTS.

SEE SHEET R2

SE

E

SH

EE

T R3

K im

J . M

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00

2.0% 1.1%

0.7% -0.0% 0.7%0.1% -0.0% -2.0%

STA = 0+00.0

ELEV = 6003.009

STA = 0+25.1

ELEV = 6003.504

STA = 1+69.6

ELEV = 6005.059

STA = 2+42.0

ELEV = 6005.534

STA = 3+72.9

ELEV = 6005.478 ST

A

4+

.6

EL

EV

5.

STA = 5+28.9

ELEV = 6006.086

STA = 6+27.9

ELEV = 6006.084 ST

A

6+

.9

EL

EV

5.

MAIN ROAD PROFILE STA. 0+00 TO 7+00

SCALE: 1:50 H, 1:10 V

14' WIDE ASPHALT ROAD, CROSS SLOPE: 2% LEFT

APPROX. EXC. 25 CY

APPROX. EMB. 130 CY

PARKING RIGHTDUMPSTER PAD RIGHT

EXISTING GROUND (TYP)

TOP OF TRAVELWAY (TYP)

STA:0+78.0

INTERSECTION

20' WIDE ASPHALT ROAD,

CROSS SLOPE: 2% LEFT

CURVE TABLE

CURVE

C30

C31

C32

RADIUS

(FT)

LENGTH

(FT)

41.56

189.64

54.18

DELTA

24.55º

72.44º

44.35º

TANGENT

(FT)

21.10

109.86

28.53

START POINT

(NORTHING, EASTING)

10813.44, 3956.32

10825.70, 3712.20

10596.84, 3505.38

END POINT

(NORTHING, EASTING)

10802.09, 3995.96

10850.28, 3887.75

10645.24, 3526.56

Point Table Point #

Elevation

6005.15

6004.70

6005.74

6005.92

6005.35

6004.99

6005.38

6004.93

6005.57

Northing

10840.62

10826.72

10861.74

10906.61

10794.53

10793.83

10743.28

10742.64

10696.55

Easting

3783.19

3825.98

3721.25

3724.64

3711.48

3756.48

3658.76

3703.75

3604.60

Description

FG

FG

FG

FG

FG

FG

FG

FG

FG

Point Table Point #

Elevation

6005.18

6006.01

6005.65

6006.24

6006.18

6004.40

6004.51

6006.14

6006.22

Northing

10695.92

10705.78

10750.78

10636.33

10674.75

10842.70

10847.44

10816.16

10753.38

Easting

3649.60

3563.58

3564.21

3492.20

3468.78

3948.34

3939.53

3655.03

3590.45

Description

FG

FG

FG

FG

FG

FG

FG

FG

FG

Point Table Point #

Elevation

6006.17

0.00

0.00

6006.20

6006.20

6006.20

6006.20

Northing

10745.68

10566.03

10641.91

10821.22

10805.36

10782.29

10773.94

Easting

3588.27

3505.06

3615.00

3547.37

3564.48

3511.28

3546.27

Description

FG

FG

PATH CL

FG

FG

FG

FG

S

S

S

S

S

S

S

IR

IR

IR

IR

IR

IR

IR

IR

IR

W

W

W

W

W

W

W

W

E E

E E

A2

A1 A3

A4

A5

A6

B1

C4

C6

0+00

1+00

2+00

3+00

4+00

5+00

6+

12+00

13+00

13+37

BP: 0+00.0

PC: 0+05.0

PT: 0+46.6

PC: 1+24.4

PT

: 3

+1 4.

PC

: 5

+7 2.

PCC: 6+27.1

PCC: 6+57.9

EP: 13+37.2

C32

C31

C30

17 18

39 40

53 54

.5

SCALE IN FEET

25' 50'25'

PR

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R2

NOTES:

1. NOTES ON SHEET R1 APPLY. LEGEND ON SHEET S2 APPLIES.

2. SEE SHEET R4 FOR TYPICAL ROAD TEMPLATES.

3. SEE SHEET R6 FOR SIGN LIST AND INSTALLATION DETAILS.

4. SEE SHEET A4 FOR CONTROL POINTS.

5. CUT/FILL LINES NOT SHOWN FOR CLARITY.

CONSTRUCT DUMPSTER PAD

SEE SHEET D4

SAW CUT EXISTING ASPHALT

BEGIN NEW ROAD CONSTRUCTION

BLEND TO MATCH EXISTING ROAD

MAIN ROAD ALIGNMENT

CONSTRUCT 8-STALL

ASPHALT PARKING AREA

SAWCUT EXISTING ASPHALT

END NEW ROAD CONSTRUCTION

BLEND TO MATCH EXISTING ROAD.

BEGIN TRANSITION AT STA. 6+37

2%

SLO

PE

2%

SLO

PE

2%

SLO

PE

14'

CONSTRUCT 14' WIDE,

SINGLE LANE, ASPHALT ROAD

CONSTRUCT 20' WIDE,

TWO LANE, ASPHALT ROAD

2%

SLO

PE

90'

8'

22'

40'

26' 120°

150°

R1 0'

R5'

20'

24'

2%

SLO

PE

2% S

LO

PE

2% S

LO

PE 2%

S

LO

PE

2% SLOPE

2% SLOPE

2% SLOPE

K im

J . M

9+00 10+00 11+00 12+00 13+00 13+37

-0.8%

-0.8% 0.6% 2.0% 0.7%

-0.4% -1.0%

ST

A

9+

.6

EL

EV

4.

ST

A

9+

.6

EL

EV

5.

ST

A

+1 2.

EL

EV

5.

ST

A

+7 8.

EL

EV

5.

ST

A

+7 8.

EL

EV

4.

ST

A

+4 5.

EL

EV

3.

ST

A

+9 2.

EL

EV

3.

STA = 13+37.2

ELEV = 6003.863

MAIN ROAD PROFILE STA. 9+00 TO END

SCALE: 1:50 H, 1:10 V

14' WIDE ASPHALT ROAD, CROSS SLOPE: 2% RIGHT

APPROX. EXC. 25 CY

APPROX. EMB. 105 CY

PARKING RIGHT

EXISTING GROUND (TYP)

TOP OF TRAVELWAY (TYP)

Point Table Point #

Elevation

6005.36

6004.91

6005.28

6004.83

6004.90

6004.78

6004.44

6004.69

6003.60

6003.15

6004.09

6004.36

0.00

6004.63

6003.69

6003.70

0.00

0.00

0.00

0.00

0.00

6003.80

6003.80

Northing

10525.39

10482.30

10575.60

10562.63

10632.39

10619.43

10694.08

10681.12

10718.52

10675.42

10752.11

10739.14

10471.14

10578.33

10657.67

10665.67

10595.81

10583.62

10590.00

10608.15

10611.86

10599.21

10588.39

Easting

3785.87

3798.84

3772.86

3729.77

3798.57

3755.48

3831.71

3788.62

3894.45

3907.41

3862.89

3819.80

3696.85

3831.78

3874.41

3874.17

3680.62

3756.14

3777.34

3799.56

3801.55

3893.20

3913.88

Description

FG

FG

FG

FG

FG

FG

FG

FG

FG

FG

FG

FG

FG

FG

FG

FG

PATH CL

PATH CL

PATH CL

PATH CL

PATH CL

FG

FG

Point Table Point #

Elevation

6003.80

6003.80

Northing

10553.30

10552.17

Easting

3904.55

3868.60

Description

FG

FG

CURVE TABLE

CURVE

C33

C34

RADIUS

(FT)

LENGTH

(FT)

9.97

95.14

DELTA

0.57º

36.34º

TANGENT

(FT)

4.99

49.23

START POINT

(NORTHING, EASTING)

10471.14, 3696.85

10475.38, 3705.88

END POINT

(NORTHING, EASTING)

10475.38, 3705.88

10539.87, 3773.66

S S

S S

S S

S

S

S

S

S

S

E E

E E

E

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

IR

W

W

W

W W

W W

W

W W

W W

W W

E

E

E

W W

W

E

E

E

E

E

A1

A3

C1

C2

C3 C4

C6

C5

0+00

1+

2+00

8+

9+00

10+00 11+00 12+00 13+00 13+37

BP: 0+00.0

PC: 0+05.0

PT: 0+46.6

PC: 1+24.4

PT: 8+31.2

PC: 8+73.7

PC

C:

9+

.6

PC

C:

+2 1.

PT

: 1

0+

.7

EP: 13+37.2

C30

C33 C34

50 51

SCALE IN FEET

25' 50'25'

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R3

NOTES:

1. NOTES ON SHEET R1 APPLY. LEGEND ON SHEET S2 APPLIES.

2. SEE SHEET R4 FOR TYPICAL ROAD TEMPLATES.

3. SEE SHEET R6 FOR SIGN LIST AND INSTALLATION DETAILS.

4. SEE SHEET A4 FOR CONTROL POINTS.

5. CUT/FILL LINES NOT SHOWN FOR CLARITY.

CONSTRUCT 8-STALL

ASPHALT PARKING AREA

SAWCUT EXISTING ASPHALT

BEGIN NEW ROAD CONSTRUCTION

BLEND TO MATCH EXISTING ROAD.

BEGIN TRANSITION AT STA. 7+90

MAIN ROAD ALIGNMENT

2%

SLO

PE

CONSTRUCT 14' WIDE,

SINGLE LANE, ASPHALT ROAD

2% S

LO

PE

BLEND TO CREATE SMOOTH

INTERSECTION WITH

POSITIVE DRAINAGE. BEGIN

TRANSITION AT STA. 12+75

2%

SLO

PE

90.1'

40.0'

8.0'

22.0'

120° 150°

22.5'

10'

26'

16'

2% SLOPE

2% SLOPE

2% S

LO

PE 2%

S

LO

PE

2% S

LO

PE

2% S

LO

PE

K im

J . M

ROAD CROSS SECTIONS TABLE

ROAD STATIONING TYPICAL SECTION

MAIN ROAD 0+00 TO 0+78 20' TWO-LANE ASPHALT, 2% SLOPE LEFT

MAIN ROAD 0+78 TO 3+41 14' SINGLE-LANE ASPHALT, 2% SLOPE LEFT

MAIN ROAD 3+41 TO 4+59 14' SINGLE-LANE ASPHALT, 2% SLOPE LEFT, WITH PARKING

MAIN ROAD 4+59 TO 6+58 14' SINGLE-LANE ASPHALT, 2% SLOPE LEFT

MAIN ROAD 9+11 TO 10+57 14' SINGLE-LANE ASPHALT, 2% SLOPE RIGHT

MAIN ROAD 10+57 TO 11+78 14' SINGLE-LANE ASPHALT, 2% SLOPE RIGHT, WITH PARKING

MAIN ROAD 11+78 TO END 14' SINGLE-LANE ASPHALT, 2% SLOPE RIGHT

{NOTES}:

1. TRANSITIONS BETWEEN CROSS SECTIONS SHALL BE GRADUAL.

2. ALL EXCAVATED BOULDERS SHALL BE PLACED AS DESIGNATED BY THE CONTRACTING OFFICER.

3. ALL AGGREGATE AND ASPHALT DEPTHS SHOWN ARE COMPACTED DEPTHS.

4. NEATLY PLACE ANY EXCAVATED ROCK TO ARMOR FILL SLOPES FROM EROSION AND FOOT

TRAFFIC AS DIRECTED.

5. WHERE NO DITCH IS INDICATED ON THE PLAN AND PROFILE DRAWINGS, ENSURE THAT WATER

WILL NOT POND ALONG THE EDGE OF THE ROAD. GRADE EDGE OF ROAD SO WATER WILL SHEET

FLOW ACROSS THE ROAD.

6. ROADWAY WIDTHS AND SLOPE VARY. SEE PLAN VIEW SHEETS FOR ROADWAY WIDENING AND

SLOPE DIRECTIONS (INSLOPE OR OUTSLOPE).

7. NO PULVERIZED ASPHALT SHALL BE VISIBLE AT COMPLETION OF THE PROJECT.

8. CONSTRUCT SUBGRADE FOR NEW ROADS AND SPURS WITH COMPACTED CRUSHED AGGREGATE

- GRADING "C" OR PULVERIZED ROAD BASE. DO NOT USE SELECT BORROW OR OTHER NATIVE FILL

2:1 MAX.

3:1

C

%%UTYPICAL 14' OR 20' 2%%% SLOPED ASPHALT ROAD SECTION

C

LE

A R

IN

G

LI

M

IT

\A1;4'-0" MIN.

\A1;4'-0" MIN.

\A1;14'-0" OR 20'-0" TRAVEL LANE

2% SLOPE (VARIES)

NATURAL GROUND

C

LE

A R

IN

G

LI

M

IT

1'-0"

SHOULD

1' -0

TA

PE

R

1'-0"

SHOULDER

1'-0"

TAPER

NOTE: TRAVEL LANE WIDTHS AND CROSS SLOPE DIRECTIONS VARY

2:1 MAX.

3:1

C

%%UTYPICAL 14' 2%%% SLOPED ASPHALT ROAD SECTION WITH PARKING AREA

C

LE

A

R

IN

G

LI

M

IT

\A1;4'-0" MIN. \A1;4'-0" MIN.\A1;14'-0" TRAVEL LANE

2% SLOPE (VARIES)

NATURAL GROUND

C

LE

A R

IN

G

LI

M

IT

1'-0"

SHOULD

1' -0

TA

PE

R

4'-0"

SIDEWALK

NOTE: TRAVEL LANE WIDTHS AND CROSS SLOPE DIRECTIONS VARY

\A1;26'-0" PARKING AREA

PR

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IN

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D E S

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C H

E C

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D R

A W

IN

G

BY

C H

E C

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F

O R

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S T

S E

R

C E

DEPAR

T M E N T

O F

A G R

C U

TUR

E

U S

D e p a rt m e n t o f A g ri c u lt u re

F O

R E

S T

S E

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In te rm ou nt ai n R eg io in ee rin g

L U

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R4

K im

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PULL THROUGHS SIMILAR - NO SCALE

{\LTYPICAL CAMPING UNIT SPUR GRADING PROFILE}

PARKING SPUR TABLE

SPUR # ASPHALT CENTERLINE LENGTH ASPHALT WIDTH CUT (CY) FILL (CY)

A1 24 4 1

A2 60/71 24 1 14

A3 60/72 24 3 2

A4 60/72 24 6 0 A5 60 16 0 2

A6 60 20 2 3 B1 60/70 24 0 18

C1 60 16 2 9

C2 60 20 4 9

C3 60/72 24 1 12

C4 60/72 24 0 15

C5 60/72 24 2 8 C6 60/72 24 0

C

L

\A1;

5'

\pxqc;CENTERLINE SPUR LENGTH DISTANCE VARIES, SEE TABLE

\A1;R

40' TY

PICAL

\A1;R3' TYPICAL

C

C

C L

\A1 ;16

{\LCAMP SPUR DETAIL TYPICAL}

{\Q0;SINGLE UNIT SHOWN}

\A 1;

4' \A

;8

\A1;ANGLE VARIES

CL

\A1;

5'

\A1;2'

\A1 ;24

\A1;8'

\A 1;

4' \A1

;8'

\A1;2'

{\LDOUBLE UNIT}

{\LCAMP SPUR PROFILE IN FILL SECTION}

PARKING AREA

35' MIN. @

2% MAX. SLOPE

TRANSITION

5% MAX. SLOPE

(CROSS SLOPE INCLUDED)

ROAD

C EDGE OF ROAD

\A1; SHOULDER

PARKING AREA

35' MIN. @

2% MAX. SLOPE

TRANSITION

5% MAX. SLOPE

(CROSS SLOPE INCLUDED)

ROAD

C EDGE OF ROAD

\A1;SHOULDER

{\LCAMP SPUR PROFILE IN CUT SECTION}

C

NO SCALE

{\LTYPICAL CAMPING UNIT SPUR CROSS SECTION}

UNIT WIDTH,

2% MAX.

SLOPE

IN PARKING

AREA

\A1;SHOULDER\A1;SHOULDER

NO SCALE

{\LSPUR SURFACING PROFILE}

\A1 ;1'\A1;

2'

\A1;4"

DEPTHS SHOWN ARE COMPACTED.

{SPUR NOTES:

1. THE DESIGN OF EACH SPUR IS INTENDED TO FIT THE SURROUNDING

TOPOGRAPHY, MINIMIZE CUT/FILL AND MEET ACCESSIBILITY REQUIREMENTS.

THE SPUR CENTERLINE ELEVATION MAY BE ADJUSTED IN THE FIELD TO BETTER

MATCH THE SITE, IF APPROVED BY THE CONTRACTING OFFICER. GRADE

MAXIMUMS FOR SPURS MAY BE MODIFIED WITH CONTRACTING OFFICER

APPROVAL TO THE FOLLOWING:

a. THE PARKING AREA FROM THE REAR OF THE SPUR TOWARDS THE

CENTERLINE OF THE CAMPGROUND ROAD MAY BE INCREASED TO 2% MAXIMUM.

IN ORDER TO MEET ACCESSIBILITY REQUIREMENTS, THE PARKING AREA MAY

NOT EXCEED 2% IN ANY DIRECTION.

b. THE DRIVEWAY TRANSITION OF EACH SPUR SHALL BE INSTALLED AT THE

FLATTEST GRADE POSSIBLE. TYPICALLY THE DRIVEWAY WILL HAVE A RUNNING

SLOPE OF 5% OR LESS. DRIVEWAY RUNNING SLOPES CAN BE INCREASED TO

8.33% FOR UP TO 50' OR UP TO 10% FOR 30 FEET.

2. CONSTRUCT SHOULDERS OF COMPACTED CRUSHED AGGREGATE MATERIAL

(GRADING "G") ON SIDES AND BACK, SEE SPUR SURFACING DETAIL.

3. REFER TO "S" SHEETS AND SHEETS C5, C8-C11 FOR SPUR NUMBERS LISTED

IN THE CAMPGROUND SPUR TABLE.

4. CONSTRUCTION SURVEY POINTS FOR SPURS CONSIST OF TWO CENTERLINE

POINTS:

1. BEGINNING OF PARKING AREA

2. END OF SPUR/END OF PARKING AREA.

THE SURVEYOR/CONTRACTOR SHALL DETERMINE WHERE THE SPUR

CONNECTS TO THE ROADWAY USING THESE TWO POINTS. DRAWING A

STRAIGHT LINE BETWEEN THESE TWO POINTS WILL DEVELOP A BEARING THAT

CONNECTS TO THE ROADWAY. ALL CONSTRUCTION SURVEY POINTS ARE

FINISHED GRADE.

5. EACH GROUP SITE HAS ONE SINGLE SPUR THAT IS 20' WIDE, FOR

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VAN ACCESSIBLE\A1;1"\A1;1'-6"

\A1;3'

*FIELD DRILL HOLES AND TREAT WITH

PRESERVATIVES.

**WOOD POSTS LARGER THAN 4"X4" OR A CROSS

SECTIONAL AREA OF 24 SQUARE INCHES OR GREATER

\A1;4'\A1;4'\A1;4"\A1;1'-6"

6' TO 12'

COUNTY

AND FS

ROADS

12' MIN.

STATE5' MIN. COUNTY

AND FS ROADS

7' MIN. STATE

HWY

5' MIN. COUNTY

AND FS ROADS

7' MIN. STATE HWY

6' TO 12' COUNTY

AND FS ROADS

12' MIN.

STATE HIGHWAY

{NOTES:

1. SEE EM 7100-15 MANUAL FOR FRD SIGN LAYOUT REQUIREMENTS.

2. ALL SIGN BOARDS INSTALLED ON SINGLE POSTS SHALL BE CENTERED.

3. DIMENSIONS FOR SIGN INSTALLATION ARE SCHEMATIC.

4. SEE SPECIFICATION 101400 FOR SIGN POST AND MATERIALS.

5. ALL SIGNS SHALL BE INSTALLED USING VANDAL RESISTANT BOLTS AND NUTS.

6. INSTALLATION DATE AND VANDAL WARNING LABELS SHALL BE INSTALLED ON ALL SIGNS IN ACCORDANCE WITH

FS MANUAL EM 7100-15.

7. ALL SIGNS SHALL MEET MUTCD AND FOREST SERVICE STANDARDS.}

{8. CLEAR VEGETATION AS NEEDED TO MAINTAIN VISIBILITY OF SIGNS. CLEARING SHALL BE HANDLED IN

ACCORDANCE WITH SPECIFICATION 311000.

9. ALL SIGNS SHALL BE INSTALLED ON A WOOD POST UNLESS OTHERWISE NOTED.

10. THE BACK OF ALL SIGNS SHALL BE PAINTED OR POWDER COAT BROWN.

11. ALL SIGNS SHALL BE ALUMINUM.}

{ACCESSIBLE

PARKING SIGNS}

{\LSIGN INSTALLATION DETAILS}

{\LWOOD BREAKAWAY POST DETAILS}

{\LSINGLE POST SIGNS} {\LDOUBLE POST SIGNS}

\A1;3'-0" MIN.

SEE

SIGN

INSTALL

ATION

\A1;VARIABLE

3/5 X SIGN

LENGTH

\A1;V

ARIE

S

\A1;VARIESSEE SIGN

INSTALLATION DETAILS

3' FOR 4"X4" POSTS

4' FOR 6"X6" POSTS

\A1;VARIES

\A1;3"

LUCERNE

CAMPGROUND SIGN LIST

SINGLE POST SIGNS (4"X4" POSTS)

DESCRIPTION SIGN # QUANTITY SIZE NOTES COLOR

SIGN #1 YIELD R1-2-24 1 RED ON WHITE

SIGN #2 DO NOT ENTER R5-1-24 1 WHITE ON RED

SIGN #3 R6-2L 1 18"X24" BLACK ON WHITE

SIGN #4 ACCESSIBLE PARKING W/ VAN ACCESSIBLE PLAQUE R7-8-12 R7-8a 2 WHITE ON BROWN, BLUE SYMBOL

SIGN #5 GROUP SITE A FRD-1-4 2 WHITE ON BROWN

SIGN #6 GROUP SITE C FRD-1-4 2 WHITE ON BROWN

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\A1;2'-6" \A1;2'-8" \A1;2'-8" \A1;4'-6"

LENGTH

VARIES

SEE TABLE

(DIMENSION

LENGTH VARIES

SEE TABLE

(DIMENSION B)

LENGTH VARIES

SEE TABLE

(DIMENSION A)

LENGTH VARIES

SEE TABLE (DIMENSION C) \A1;4'-6" \A1;2'-8" \A1;2'-8"LENGTH

VARIES

SEE TABLE

\A1;1'-3" \A1;1'-6"

FINISH GRADE

CUT TO FIT. (TYP.)

HEAT AND BEND.\A1;\S3#16;(TYP.)

(TYP.)

(TYP.)

(TYP.)

(TYP.)

(TYP.)

(TYP.)

(TYP.)

\A1;3'

\A1;9'

\A ;3

\A1;2 '-6"

\A1;

3'

R O

A D

C E

N

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N E

{\LPLAN VIEW}

{\LELEVATION VIEW}

A

A

R O

A D

C E

N T

E R

LI

N

E

ADJUSTABLE SHOE - SEE DETAIL

HINGE - SEE HINGE POST DETAIL (TYP. OF BOTH SIDES)

2'-9"

LONG

1 6" DIAMETER PIPE

3" DIAMETER PIPE

4" DIAMETER PIPE

{}" THICK PLATE

{}" THICK PLATE

{\LMATERIALS:}

{" THICK PLATE

2" DIAMETER PIPE

3" PIPE CAP WITH

GREASE FITTING

5" DIAMETER PIPE

REPEAT ON EACH

EDGE OF {}" PLATE

2 1/2 2 1/2

{SECTION A-A

METAL SIGN PLATE

MOUNTING DETAIL}

{NOTES:}

1. PRIOR TO FABRICATING GATE, THE CONTRACTOR SHALL CHECK

SLOPE OF ROADWAY WHERE GATE IS TO BE INSTALLED. THE GATE

MUST OPEN TOWARD MINUS GRADE ON THE FINISHED ROAD

SURFACE.

2. PAINT ALL EXPOSED METAL SURFACES WITH ONE COAT OF

BENJAMIN MOORE RETARDO METAL PRIMER AND TWO COATS OF

BENJAMIN MOORE BROWN IMPERVO NO. 20059 OR APPROVED

EQUALS.

LENGTH

(28' GATE)

28'

{\LDIMENSION TABLE}

C

B

A

DIMENSION

LENGTH

(30' GATE)

30'

5'-1{\H1.0833x;½}"

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3\A1;6{\H1.000000x;\S5/8;}"\A1;\S3#16;

{\LLOCK CAP DETAIL}

{\LLOCK CAP PLAN}

{\LLOCK CAP ELEVATION}

5 2

\A1;10"

\A1;2"\A1;1'

\A1;\S3#16;

\A1;3" SEAL

\A1;\S3#16;

SEAL

TYP.

{\LHOLDING POST "B" GATE LOCK DETAIL}

{\L"B" GATE LOCK ELEVATION}

{\L"B" GATE LOCK PLAN}

8'-0" MIN. LENGTH

\A1;2'-3"

\A ;9

\A

1;6 {\H

1.0

0x

;\S

/16

\A

;9

\A1;2'-7{\H1.000000x;\S1/8;}"

3" DIAMETER HOLE

CUT TO FIT PIPE

BEFORE WELDING

SEAL

2 1/22 1/2

\A1;\S3#16;TYP.

{\LHINGE POST DETAIL}

{\LHINGE POST ELEVATIONS}

{\LHINGE POST PLAN}

NOTE:

MATERIALS LIST FOUND ON "GATE

FABRICATION" SHEET.

{18" LONG PIPE WITH

}" DIA HOLES THROUGH

PIPE 2" O.C. FROM BOTTOM\A1;{\H0.7x;\S1#2;\H1.429x;" }x 8" BOLT WITH NUT\A1;2"\A1;6"\A1

;2"

{\LADJUSTABLE SHOE DETAIL}

6 SHOE

5 2

\A1;3" SEAL

\A1;2"

\A1;\S3#16;

\A1;1\S1#4;" DIAMETER HOLE

CUT SLOT TO FACE

HOLDING POST

LOCK CAP, SEE DETAIL

3" DIAMETER

ACCESS HOLE

SPOT WELD TO

INSIDE OF PIPE

\A1;\S3# 16;

{\LDOUBLE GATE CENTER LOCK DETAIL}

{\LGATE LOCK ELEVATION}

{\LGATE LOCK PLAN}

8' -0

M

IN

\A1;6"

SEAL

\A1;1\S1#4;" DIAMETER HOLE

CUT TO FIT PIPE

BEFORE WELDING

{\LHOLDING POST "A" DETAIL}

{\LHOLDING POST ELEVATION}

{\LHOLDING POST PLAN}

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TYPE 3 OBJECT MARKER

12" x 36" REFLECTORIZED RED AND WHITE (2 PLACES) ALL GATE POSTS, TYPE 2 OBJECT MARKER 6" x 12" REFLECTORIZED RED AND WHITE (4 POSTS FRONT AND BACK). SEE LAYOUT VIEW FOR LOCATION OF POSTS.

5'

(TYP.)

4' (T

YP

LENGTH VARIES

SEE DIMENSION TABLE (SHEET R22 DIMENSION A)

{\LELEVATION VIEW}

{\LLAYOUT VIEW}

4 4

4 4

R O

A D

C E

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POST TYPE "A" POST TYPE "B"

FINISH GRADE

AA

UNDISTURBED SOIL. ENTIRE

EXCAVATION MUST BE FILLED

WITH CONCRETE. (TYP.)

LOOP "G" CLOSED

REMARKSQTY

SIGN SIZE

AS REQ.

36 x 12

36 x 12

6 x 12

{\LSIGN SCHEDULE}

BM-R

OM2-2

BM-L

FRD-1-4

BLACK ON WHITE

DESCRIPTION

REFLECTORIZED

DECAL

MATERIAL

{NOTES:

1. FIELD LOCATE HOLDING POSTS TO SUPPORT GATE IN OPEN POSITION.

2. ALL SIGNS AND OBJECT MARKERS SHALL BE BOLTED TO STEEL BACKING PLATES.

3. IF HOLES FOR POSTS ARE OVER EXCAVATED, THE CONTRACTOR MUST FILL THE OVER

EXCAVATED HOLES WITH CONCRETE AT NO EXTRA COST TO THE GOVERNMENT.

4. THE CONTRACTOR SHALL FURNISH AND INSTALL OBJECT MARKERS AND SIGNS. THESE SHALL

CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. } ALUMINUM

ALUMINUM

ALUMINUM

\A 1;

4' -6

\A1;2'-3"

\A1;4'-6"\A1;2'-3"

{NOTES:

1. TYPICAL FOR HINGE POSTS ONLY.

2. CONCRETE BASES FOR HOLDING POSTS "A" AND "B"

SHALL BE 24" SQUARE AND 48" DEEP.

3. EXPOSED TOP PORTION OF EACH CONCRETE BASE

SHALL BE SLOPED A MINIMUM OF 2% TO DRAIN AWAY

FROM POST.}

{\LSECTION A-A}

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A2

A1

A3

A4

A5

A6

B1

C1

C2

C3

C4

C6

C5

0 30' 60'

SCALE IN FEET

30'

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T/ R

. B U

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PL

EXISTING TREE, TYP.

HYDROSEED GRASS

ISLAND, TYP.

PLANT SCHEDULE

SYMBOL BOTANICAL NAME COMMON NAME SIZE QTY

CELTIS OCCIDENTALLIS

GLEDITSIA TRIACANTHOS

FRAXINUS PENNSYLVANICA

COMMON HACKBERRY,

HONEYLOCUST

GREEN ASH

2.5 INCH CALIPER 13

CERCOCARPUS LEDIFOLIUS

CELTIS RETICULATA

CURLLEAF MOUNTAIN

MAHOGANY,

NETLEAF HACKBERRY

2.5-INCH CALIPER 10

JUNIPERUS OSTEOSPERMA UTAH JUNIPER 6-FOOT 6

HYDROSEED GRASSES SEE SPECIFICATION 329206 0.5 ACRES

{NOTES:

1. SEE SHEET PL2 FOR PLANTING DETAILS.

2. SEED IRRIGATED GRASS ISLANDS WITH HYDROSEED METHOD. SEE

SEEDING SPECIFICATION 329206.

3. BROADCAST SEED ANY AREAS OF NEW SITE DISTURBANCE OUTSIDE OF

THE IRRIGATED GRASS ISLANDS SHOWN.

4. TREE LOCATIONS TO BE STAKED PRIOR TO PLANTING AND APPROVED BY

THE CONTRACTING OFFICER.

5. SEED MIX FOR HYDROSEED AREAS IN THE IRRIGATED GRASS ISLANDS

AND THE BROADCAST SEED AREAS LISTED IN SPECIFICATION 329206. }

K im

J . M

{NOTES:

1. PRUNE CROSSOVER LIMBS, CO-DOMINANT LEADERS,

AND BROKEN OR DEAD BRANCHES. SOME INTERIOR

TWIGS AND LATERAL BRANCHES MAY BE PRUNED;

HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF

BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN.

2. USE PLANTING SOIL AMENDMENT MULCH WHEN

BACKFILLING ALL PLANTINGS.

3. KNOWN SUPPLIER OF TREE SHELTERS IS TREE PRO

OR APPROVED EQUAL. TREE PRO WWW.TREEPRO.COM,

800-875-8071.

4. SEE SHEET IR3 FOR DETAIL ON INTEGRATING THE

IRRIGATION SYSTEM WITH PLANTING. }

{\Fsimplex|c0;\H0.9375x;EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL.}

GROUND LINE

{3 TO 5 TIMES

WIDTH OF ROOTBALL}

{PREPARED PLANTING

MEDIA (BACKFILL WITH

PLANTING SOIL

AMENDMENT MULCH)}

{\Fsimplex|c0;MULCH 3" UNIFORM DEPTH}

{\Fsimplex|c0;MULCH, KEEP 3" FROM STEM}

{NOTES:

}1. PROTECT EACH PLANT WITH A 48"

WIRE MESH (1" SPACING OR LESS)

TUBE STAKED WITH 2-5' PENCIL ROD

STAKES. TUBES TO BE FASTENED

WITH WIRE CAGE CLIPS.

2. SEE SHEET IR3 FOR DETAIL ON

INTEGRATING THE IRRIGATION

SYSTEM WITH PLANTING.

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* DETAIL APPLIES TO DECIDUOUS TREES:

1) COMMON HACKBERRY - CELTIS OCCIDENTALIS

2) HONEYLOCUST - GLEDITSIA TRIACANTHOS

3) GREEN ASH - FRAXINUS PENNSYLVANICA

4) NETLEAF HACKBERRY - CELTIS RETICULATA

5) CURLLEAF MOUNTAIN-MAHOGANY -

CERCOCARPUS LEDIFOLIUS

{\Fsimplex|c0;\LTREE PLANTING DETAIL\l \H0.5x;(NO SCALE)}

{\Fsimplex|c0;\LSHRUB PLANTING DETAIL\l \H0.5x;(NO SCALE)}

* DETAIL APPLIES TO JUNPERS:

1) UTAH JUNIPER - JUNIPERUS OSTEOSPERMA

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{NOTES:

1. SEE SHEET IR2 FOR LEGEND.

2. WHERE NEW ELECTRICAL LINE CROSSES EXISTING

ASPHALT ROADS:

2.1. SAW CUT ASPHALT ACCORDING TO TRENCH DETAIL ON

SHEET W2. MINIMIZE WIDTH AS MUCH AS POSSIBLE.

2.2. INSTALL NEW ELECTRICAL LINE IN SLEEVE THAT

EXTENDS AT LEAST 2 FEET PAST EDGE OF ASPHALT.

2.3. REPAIR CROSSINGS WITH 2" ASPHALT AND 4" CRUSHED

AGGREGATE, GRADING "C" (MATCH ROAD SURFACING

DETAIL ON SHEET R4). INSTALL AND COMPACT ACCORDING

TO SPECIFICATIONS.

2.4. USE WARM MIX ASPHALT FOR REPAIRS.}

{CONTROLLER CABLE INFORMATION:

1. GOVERNMENT HAS SUPPLY OF #12/19 TYPE TC, #10/4

TYPE TC, AND #14/3 TYPE TC CABLES; ALL DIRECT BURIAL

RATED FOR USE. IT IS UNKNOWN HOW MUCH LENGTH OF

EACH.

2. THERE MAY ALSO BE AN UNUSED INSTALLED SECTION

OF #10/4 PULLED TO A VALVE BOX LOCATED BETWEEN

LOOPS E & F.

3. EACH CABLE INSTALLED SHALL HAVE ONE

CONDUCTOR SET ASIDE FOR RETURN; SO THE 19

CONDUCTOR CABLE CAN SERVE 18 VALVES, 4

CONDUCTOR SERVE 3 VALVES, AND 3 CONDUCTOR CAN

SERVE 2 VALVES MAXIMUM.

4. AT THE 5 LOCATIONS NOTED FOR VALVE BOXES (MOST

WITHOUT VALVES AT THIS TIME), THERE SHALL BE THE

FOLLOWING MINIMUM TOTAL CAPACITY:

4.1. FROM CONTROLLER TO BOX 1: 18 VALVES (LOOP ALL

THRU)

4.2. BOX 1 TO BOX 2: 18 VALVES (LOOP 14 THRU)

4.3. BOX 2 TO BOX 3: 14 VALVES (LOOP 9 THRU)

4.4. BOX 3 TO BOX 4: 9 VALVES (LOOP 6 THRU)

4.5. BOX 4 TO BOX 5: 6 VALVES (5 USED, 1 SPARE)

5. SUGGESTED TABLE FOR CABLE USE IN ORDER OF

ALTERNATIVE…