ATT 3 DRAWINGS REVISED - A1 7292020.pdf

CLEVELAND NATIONAL FOREST

VICINITY MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture

Forest Service

2020 BOULDER OAKS

FROM SAN DIEGO, CA TRAVEL ON I-8 EAST, EXIT BUCKMAN SPRINGS ROAD. TURN RIGHT ONTO

BUCKMAN SPRINGS ROAD, MAKE FIRST LEFT ONTO OLD HIGHWAY 80 AND TRAVEL 3 MILES.

CAMPGROUND WILL BE ON THE RIGHT. LATITUDE: 32.729630° LONGITUDE: -116.482648°

CAMPGROUND RENOVATION

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER

DATE

DATE

DIRECTOR OF ENGINEERING

DATE

FOREST SUPERVISOR

DATE

RO FACILITIES PROGRAM MANAGER

DATE

CALIFORNIA

SAN DIEGO

R05 PACIFIC SOUTHWEST

CLEVELAND NATIONAL FOREST

DESCANSO RANGER DISTRICT

INDEX OF SHEETS

SHEET SHEET TITLE

BOULDER OAKS CAMPGROUND

OLD HWY 80, CAMPO 91906

4/13/2020

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TITLE SHEET

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LEGEND AND NOTES

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OVERALL SITE PLAN

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CONSTRUCTION DETAILS A-D

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CONSTRUCTION DETAILS E-G

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CONSTRUCTION DETAIL H

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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

REVISION 1 7/27/2020

B.AUGHINBAUGH

W. HOSSEINI

W. HOSSEINI

03/30/2020

LEGEND & NOTES

DESCANSO RANGER DISTRICT

CLEVELAND NATIONAL

FOREST

2020 BOULDER

OAKS

CAMPGROUND

RENOVATION

PACIFIC SOUTHWEST

R05

AutoCAD SHX Text NOTES: THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS WITH EACH OTHER AND WITH INFORMATION FURNISHED BY THE U.S. FOREST SERVICE AND SHALL AT ONCE REPORT TO THE CONTRACTING OFFICER ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED. IF THE CONTRACTOR PERFORMS ANY CONSTRUCTION ACTIVITY KNOWING IT INVOLVED A RECOGNIZED ERROR, WITHOUT SUCH NOTICE TO THE CONTRACTING OFFICER, THE CONTRACTOR SHALL ASSUME APPROPRIATE RESPONSIBILITY FOR SUCH PERFORMANCE AND SHALL BEAR AN APPROPRIATE AMOUNT OF THE ATTRIBUTABLE COSTS FOR CORRECTION. ALL SECTIONS MENTIONED BELOW REFER TO THE CSI SPECIFICATIONS. THE SCHEDULE OF ITEMS IS BASED UPON ENGLISH UNITS, ENGLISH QUANTITIES, AND ENGLISH UNIT PRICES. THE CONTRACT DRAWINGS USE ENGLISH MEASUREMENTS. IT IS HIGHLY RECOMMENDED THAT CONTRACTOR VISIT THIS SITE TO CLARIFY SITE ACCESS FOR ALL EQUIPMENT AND MATERIAL DELIVERIES. CONTRACTOR SHALL CONTACT TRENCHING USA UNDERGROUND SERVICE ALERT AT (800) 227-2600 FOR UTILITIES TO BE LOCATED AND MARKED WITHIN THE PROJECT LIMITS AT LEAST 48 HOURS IN ADVANCE OF ANY EXCAVATION, CLEARING OR GRUBBING. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL RELATING TO THIS PROJECT AND ALL TRAFFIC CONTROL AND TRAFFIC CONTROL DEVICES SHALL BE IN CONFORMANCE WITH MUTCD REQUIREMENTS. CONTRACTOR SHALL NOT DISTURB THE AREA BEYOND PROJECT LIMITS. ALL EXISTING SITE FEATURES ARE APPROXIMATE AND SHOULD BE VERIFIED BY CONTRACTOR. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT EXISTING SITE FEATURES AND ALL UTILITIES FROM DAMAGE. CONTRACTOR SHALL REPAIR AT NO COST TO THE GOVERNMENT, ALL DAMAGES TO ANY UTILITIES CAUSED BY THE CONTRACTOR'S ACTIONS. CONTRACTOR SHALL SUBMIT A SCHEDULE OF WORK FOR APPROVAL AT THE PREWORK CONFERENCE. ALL CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH 01 57 24 STORM WATER POLLUTION CONTROL AND 31 20 00 EARTH MOVING. IN THE EVENT OF INCLEMENT WEATHER, THIS PLAN SHALL INCLUDE ACTIONS TO PROVIDE PROTECTIVE COVERING FOR EXCAVATED AREAS, MATERIAL STOCKPILE AREAS, AND ALL WORK IN PROGRESS. ALL EQUIPMENT USED ON SITE SHALL BE WASHED PRIOR TO ENTERING THE CLEVELAND NATIONAL FOREST (CNF) TO REMOVE SOIL, SEEDS AND PLANT MATERIAL FROM NOXIOUS WEEDS TO PREVENT INTRODUCTION AND SPREAD OF WEEDS NOT ALREADY PRESENT ON THE CLEVELAND NATIONAL FOREST. EQUIPMENT INSPECTIONS SHALL BE COORDINATED WITH THE CO. TEMPORARY FIBER ROLL MATERIALS AS LISTED IN CALTRANS SC-5 ARE APPROVED FOR USE ON THIS PROJECT, AND AS A MINIMUM, SHALL BE UTILIZED WHERE SHOWN ON THE DRAWINGS. FIBER ROLLS SHALL BE CERTIFIED IN WRITING BY MANUFACTURER TO BE WEED FREE AND SEED FREE. CONCRETE WASHOUT LOCATION SHALL BE LINED WITH 12 MIL POLYETHYLENE AND BERMED IN ACCORDANCE WITH CALTRANS BEST MANAGEMENT PRACTICES. CONCRETE WASHOUT LOCATION SHALL BE DESIGNATED BY THE CONTRACTING OFFICER. THE FOREST SERVICE SHALL MAKE AVAILABLE TO THE CONTRACTOR AT NO EXPENSE, LIMITED USE OF THE EXISTING WATER AT BOULDER OAKS CAMPGROUND. THE GOVERNMENT DOES NOT ENSURE THE ADEQUACY OF THESE UTILITIES, ANY DELAY IN THE CONTRACTOR'S OPERATION RESULTING FROM THE INTERRUPTION OF THESE UTILITIES, FOR ANY REASON, SHALL NOT RESULT IN AN EXPENSE TO THE GOVERNMENT. THE CONTRACTOR IS RESPONSIBLE FOR INVESTIGATING THE SITE UTILITIES, IF AVAILABLE, FOR USE COMPATIBILITY. CONTRACTOR SHALL PROVIDE FOR ADEQUATE BACK FLOW PREVENTION (DOUBLE CHECK VALVE) AT THE TEMPORARY CONNECTION OF THE STAND PIPE. WATER SERVICE AT THE SITE SHALL NOT BE INTERRUPTED UNDER ANY CIRCUMSTANCES AND WILL BE SUBJECT TO INTERMITTENT FOREST SERVICE DEMANDS IN ORDER TO FILL FOREST SERVICE FIRE TRUCKS. ALL WATER IS CONSIDERED INCIDENTAL TO INDIVIDUAL WORK ITEMS. CONTRACTOR MAY SECURE THEIR OWN WATER SOURCE FOR USE ON THIS PROJECT. WATER SOURCES SHALL BE FREE OF ALL DELETERIOUS MATERIALS.

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CONTROL POINT AND POINT NUMBER

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LEGEND

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EXISTING CONTOUR

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FIBER ROLL LOCATION

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SIGN AND POST LOCATION

AutoCAD SHX Text THE CONTRACTOR SHALL PLACE ORDER FOR NEW CXT VAULT TOILET BUILDINGS (OR EQUAL). BUILDING ORDER FORM SHALL BE REVIEWED AND ACCEPTED BY THE CO PRIOR TO THE ORDER BEING PLACED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE DELIVERY AND THE INSTALLATION OF THE NEW BUILDING. CONTRACTOR IS RESPONSIBLE FOR ALL WORK NECESSARY FOR SITE PREPARATION BEFORE AND AFTER THE DELIVERY, THIS INCLUDES BUT IS NOT LIMITED TO: CLEARING AND GRUBBING, GRADING & EXCAVATION, COMPACTION, BACKFILL, SAMPLING AND TESTING, SOIL EROSION AND STORM WATER POLLUTION CONTROL MEASURES. ALL CHARGES FOR THE BUILDING INSTALLATION DELAYS CAUSED BY THE CONTRACTOR SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. NO TELEPHONE OR SANITARY FACILITIES WILL BE AVAILABLE FOR CONTRACTOR USE. CONTRACTOR SHALL PROVIDE PORTA POTTIES WITHIN THE CAMPGROUND LOOPS ONCE EXISTING RESTROOMS ARE DEMOLISHED. THE NUMBER OF PORTA POTTIES PER SITE SHALL MATCH THE SAME NUMBER OF EXISTING SEATS. ALL PORTA POTTIES SHALL BE ACCESSIBLE UNITS. PORTA POTTIES SHALL BE PUMPED AS FREQUENT AS NECESSARY OR MORE PORTA POTTIES SHALL BE PROVIDED BY THE CONTRACTOR. LOCATION OF PORTA POTTIES SHALL BE APPROVED BY THE CO. CONTRACTOR SHALL TAKE ALL APPROPRIATE STEPS TO ENSURE THAT NO DISCHARGE OR OTHER POLLUTANTS INTO THE STREAM OR DRAINAGE AREAS SHALL TAKE PLACE AS A RESULT OF CONTRACTORS WORK ACTIVITIES, NO MECHANICAL OR MOTORIZED EQUIPMENT SHALL BE USED, OPERATED, PARKED OR STORED IN STREAM BED, DRAINAGE, MEADOW AREAS, OR SENSITIVE AREAS AT ANY TIME. PRIOR TO CONSTRUCTION CONTACTING OFFICER WILL DESIGNATED APPROPRIATE AREAS FOR PARKING, STORAGE AND MATERIAL STOCKPILE AREAS. CONTROL POINTS HAVE BEEN ESTABLISHED BY THE FOREST SERVICE. IF CONTROL POINTS ARE NO LONGER USEABLE OR CAN NOT BE FOUND THE CONTRACTOR SHALL RE-ESTABLISH CONTROL POINTS AT NO ADDITIONAL COSTS TO THE GOVERNMENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR USING A CALIFORNIA LICENSED SURVEYOR FOR STAKING IN ACCORDANCE WITH SECTION 01 32 23 SURVEY AND LAYOUT DATA. IF NECESSARY, SURVEY DATA WILL BE AVAILABLE AS NEEDED TO RE-ESTABLISH CONTROL. ALL CONSTRUCTION STAKING FOR ELEVATION CONTROL, GRADE CONTROL, SITE LAYOUT, BUILDINGS, AND UTILITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR. STAKING FOR GRADE CONTROL SHALL BE SUFFICIENT TO PROVIDE AND PRODUCE THE GRADES, SHAPES AND CONTOURS AS SHOWN ON THE DRAWINGS. CONSTRUCTION STAKING IN THE FIELD REQUIRES APPROVAL FROM THE CONTRACTING OFFICER PRIOR TO THE COMMENCEMENT OF WORK. APPROVAL OF THE CONSTRUCTION STAKING WILL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR MAINTAINING THE SURVEY WORK AND CORRECTING ERRORS, WHETHER THE ERRORS WERE DISCOVERED DURING THE ACTUAL SURVEY WORK OR IN SUBSEQUENT PHASES OF THE PROJECT. ALL WALKWAYS SHALL MEET THE ARCHITECTURAL BARRIERS ACT ACCESSIBILITY GUIDELINES (ABAAG), WITH NO RAMPS ON ANY WALKWAY. AT A MINIMUM LANDINGS SHALL BE LESS THAN TWO PERCENT IN ALL DIRECTIONS; AND, WALKWAYS SHALL BE LESS THAN FIVE PERCENT IN THE RUNNING DIRECTION WITH LESS THAN TWO PERCENT CROSS SLOPE. BLEND ALL NEW CONTOURS TO EXISTING CONTOURS FOR FINISHED GRADE AT A MAX OF 3H:1V OR AS SHOWN ON DRAWINGS. CLEARING AND GRUBBING SHALL BE IN ACCORDANCE WITH SECTION 31 10 00 SITE CLEARING. ALL BRUSH, STUMPS, AND TREES WITHIN PROJECT LIMITS THAT INTERFERE WITH CONSTRUCTION ACTIVITIES MAY BE REMOVED ONLY WITH PRIOR APPROVAL OF CONTRACTING OFFICER. CONSTRUCTION SLASH SHALL BE REMOVED AND DISPOSED OF OFF NATIONAL FOREST LAND AT A SUITABLE DISPOSAL SITE. CONTRACTOR SHALL FURNISH A SIGNED COPY OF THE DISPOSAL AGREEMENT. CARE SHALL BE TAKEN TO AVOID DAMAGING ALL LIVE TREES. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH SECTION 31 20 00 EARTH MOVING. COMPACTION TESTING FOR DENSITY SHALL BE IN ACCORDANCE WITH SECTION 31 20 00 EARTH MOVING, AND A MINIMUM OF THREE (3) DENSITY TESTS SHALL BE PERFORMED EACH DAY, OR AS OTHERWISE APPROVED BY THE CONTRACTING OFFICER. IMPORTED MATERIAL SHALL BE OBTAINED BY CONTRACTOR FROM A COMMERCIAL SOURCE AND CONTRACTOR SHALL FURNISH A MATERIAL CERTIFICATE OF COMPLIANCE THAT STATES THAT THE GRADATION MEETS THE CONTRACT REQUIREMENTS. IMPORTED MATERIAL SHALL BE SUBJECT TO ADVANCE APPROVAL BY CONTRACTING OFFICER. A MINIMUM OF A 2' SHOULDER SHALL BE ALONG ALL ROADWAYS AND WALKWAYS.

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NEW CONTOUR

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NEW CONTOUR LABEL

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NEW CONCRETE WALKWAY

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ROADWAY GATE

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EXISTING FENCING

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AutoCAD SHX Text ALL PORTLAND CONCRETE CEMENT SHALL BE IN ACCORDANCE WITH SECTION 03 30 00 CAST-IN-PLACE CONCRETE. COURSE AGGREGATE FOR CONCRETE SHALL CONFORM TO AASHTO M43, SIZE NUMBER 467. PORTLAND CEMENT CONCRETE SHALL HAVE 1.5 LBS FIBERMIX PER CUBIC YARD. CONTROL JOINTS (TROWELED 3/4" MAXIMUM DEPTH AND 1/8"-1/4" GROOVES WITH 1/4" RADIUS EDGES) SHALL BE LOCATED APPROXIMATELY EVERY FIVE (5) FEET AND/OR AT THE END OF EACH RADIUS AND SHALL BE PERPENDICULAR TO THE RUNNING SLOPE. ALL OUTSIDE EDGES AND ALL JOINTS SHALL BE EDGED WITH A 1/4" RADIUS EDGING TOOL. 4" (FOUR INCH) THICK PORTLAND CEMENT CONCRETE WALKWAYS SHALL BE IN ACCORDANCE WITH SECTION 03 30 00 CAST-IN-PLACE CONCRETE, WITH A HEAVY BRUSHED FINISH. ALL CONCRETE WALKWAYS SHALL BE BACKFILLED TO 1/2 INCH BELOW TOP OF CONCRETE WITH A TWO FOOT SHOULDER. WALKWAY ELEVATION AT ENTRANCE TO ALL BUILDINGS SHALL BE NO GREATER THAN 1/4 INCH BELOW BUILDING FINISHED FLOOR ELEVATION WHERE FLOOR TIES INTO WALKWAY. EXPANSION JOINT (1/2" THICK EXPANDING FILLER) SHALL BE INSTALLED WHERE CONCRETE WALKWAY ABUTS TOILET BUILDING. EXPANSION JOINTS SHALL BE IN ACCORDANCE WITH SECTION 03 30 00 CAST-IN-PLACE CONCRETE. A FOREST SERVICE ARCHEOLOGICAL MONITOR SHALL BE ONSITE TO OVERSEE ANY GROUND DISTURBANCE OR CLEARING OF VEGETATION. THE CONTRACTOR SHALL WORK CLOSELY WITH THE COR TO SCHEDULE FOREST SERVICE ARCHEOLOGICAL OVERSIGHT. 6" OF TOPSOIL REMOVAL FROM THE NEW BUILDING LOCATIONS, WALKWAYS AND THE PARKING AREAS (IF AWARDED) SHALL BE STOCKPILED ONSITE WITH PROPER BMP'S. TOPSOIL SHALL BE PLACED AROUND NEW RESTROOMS, WALKWAYS AND PARKING AREAS AS APPROVED BY THE CO AND IN ACCORDANCE WITH SECTION 31 20 00 EARTH MOVING. TOPSOIL REMOVAL AND PLACEMENT IS CONSIDERED INCIDENTAL TO 31 20 00 EARTH MOVING. EXCESS DIRT SHALL BE STOCKPILED IN PARKING SPUR OF CAMP UNIT SITE 11. FINAL LOCATION SHALL BE DETERMINED BY THE COR. PROPER BMPS SHALL BE INSTALLED AND REMAIN. FIBER ROLLS SHALL BE INSTALLED WITH STAKES OR SANDBAGS. EXCESS MATERIAL SHALL BE EXCESS MATERIAL SHALL BE PLACED ON TOP OF A PLASTIC BARRIER APPROVED BY THE COR. DEMO SITE - IF A CAMP UNIT IS DESIGNATED TO BE DEMOLISHED THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THE EXISTING PICNIC TABLE AND EXISTING FIRE RING. WOOD BARRIERS SHALL BE REMOVED. WOOD BARRIERS SHALL BE REMOVED. . WOOD BARRIERS WILL BE MARKED PRIOR TO REMOVAL BY THE COR. VOIDS SHALL BE FILLED WITH ONSITE MATERIAL. ROCK BARRIERS ROCK BARRIERS SHALL BE INSTALL ALONG THE PARKING SPUR AS SHOWN ON THE DRAWINGS AND IN ACCORDANCE WITH DETAIL G.AND IN ACCORDANCE WITH DETAIL G.

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EXISTING WATERLINE

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EXISTING SEWER

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NATIVE MATERIAL

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NEW HORSE GATE

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HORSE CORRALS

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NEW ROCK BARRIERS

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TREE

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HOSE BIBB

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DETAIL LEADER

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DRAWING REVISION

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E

HOST SITE

6 & 78

9 & 10

18 & 19

LOW POINT DRAIN VALVE

EXISTING WATERLINE

EXISTING BARB WIRE

FENCE TO REMAIN

LEGEND

EXISTING

PUMP HOUSE,

TO REMAIN.

DEMO CAMP

UNITS 9 & 10

EXISTING VAULT

BUILDING TO BE

DEMOLISHED.

DEMO CAMP

UNIT 11

NEW VAULT BUILDING

SITE 2, SEE SHEET 5 & 6.

EXISTING VAULT

BUILDING TO BE

DEMOLISHED.

HORSE CORRAL, TYPICAL

H

I

G

H

W

A

Y

NEW VAULT BUILDING 1,

SEE SHEET 4.

DUMPSTER PAD,

ADDITIVE 3.

POINT # NORTHING EASTING ELEVATION DESCRIPTION

1 1845154.8576' 6489351.3814' 3187.27' BASE SET

INCH PIPE

2 1845065.4574' 6489939.0538' 3170.61' SET GIN SPIKE

135 1845435.4122' 6490099.6247' 3169.16' SET GIN SPIKE

136 1845369.4317 6490150.6606' 3171.63' SET GIN SPIKE

#1

#2

#136

#135

EQUESTRIAN LOOP

FAMILY LOOP

NOTES:

1. ALL UTILITIES ARE APPROXIMATE. IT IS THE CONTRACTORS RESPONSIBILITY

TO CONFIRM ALL ABOVE GROUND AND BELOW GROUND UTILITIES.

2. HORSE CORRALS SHALL REMAIN AT "DEMO SITE" #27.

3. HORSE GATE LOCATIONS ARE APPROXIMATE. THE FINAL LOCATION SHALL BE

STAKED BY THE CO. SEE DETAIL H.

4. "DEMO SITES" SHALL RECEIVE ROCK BARRIERS ACROSS THE ENTRANCE OF

THE CAMPING PARKING SPUR. REFER TO SITE IMPROVEMENT SPECIFICATION

AND DETAIL G. FINAL LOCATIONS SHALL BE APPROVED BY THE COR.

5. WOOD BARRIERS ALONG PARKING SPUR SHALL BE REMOVED AND DISPOSED

OF OFF OF NATIONAL FOREST LAND. VOIDS SHALL BE FILLED WITH ONSITE FILL

MATERIAL. WOOD BARRIERS WILL BE MARKED PRIOR TO REMOVAL BY THE

COR.

6. CAMP UNIT 18 & 19 SHALL BE CONVERTED TO A WALK-IN SITE. EXISTING PICNIC

TABLES AND FIRE RINGS SHALL REMAIN. ROCK BARRIERS SHALL BE PLACED

ACROSS THE ENTRANCE OF THE CAMPING PARKING SPUR.

7. EXISTING PIT TOILET VAULT DESIGNATED TO BE DEMOLISHED SHALL BE

REMOVED AND DISPOSED OF IN ACCORDANCE WITH THE DEMOLITION

SPECIFICATION 02 41 00

DEMO CAMP

UNIT 13

DEMO CAMP

UNIT 27

CONCRETE PAD

FEE TUBE TO REMAIN.

FLAG POLE TO

BE REMOVED

BULLETIN BOARD

TO REMAIN

DAY USE

PARKING AREA

ACCESSIBLE PARKING,

ADDITIVE 1.

APPROXIMATE LOCATION OF

NEW HORSE GATE, ADDITIVE 4.

EXISTING

UTILITY ROAD

APPROXIMATE LOCATION OF

NEW HORSE GATE, ADDITIVE 4.

DEMO

CONCRETE

PAD

HOSE BIBB AND

CONCRETE PAD

TO REMAIN.

EXISTING

UTILITY ROAD

ACCESSIBLE PARKING,

ADDITIVE 2.

DEMO CAMP

UNIT 12

35 & 36

NEW ROCK

BARRIERS,

TYPICAL

INSTALL ROCK BARRIERS, PER

DETAIL G, ALONG ROADWAY

ONCE BUILDING IS DEMOLISHED.

EXISTING PIT

TOILET VAULT TO

BE DEMOLISHED.

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

B.AUGHINBAUGH

W. HOSSEINI

W. HOSSEINI

03/30/2020

OVERALL SITE PLAN

DESCANSO RANGER DISTRICT

CLEVELAND NATIONAL

FOREST

Revision 1

2020 BOULDER

OAKS

CAMPGROUND

RENOVATION

7/27/2020

PACFICI SOUTHWEST

R05

Feet

1" = 60'

60300

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HB

FLAG POLE

TO BE

REMOVED

EXISTING

FEE TUBE

EXISTING

BULLETIN

BOARD TO

REMAIN

FF

3168.27 FT.

1' LEVEL

SHOULDER,

TYPICAL

FROM CONCRETE WALKWAY THE

CONTRACTOR SHALL GRADE A

SMOOTH LANDING AND THEN

TRANSITION TO MEET EXISTING

CONTOURS AT 3H:1V MAX.

HOST SITE

APPROXIMATE

LOCATION OF

ADDITIVE ITEM,

DUMPSTER PAD.

5'

25'

11'

ADDITIVE ITEM 1,

ACCESSIBLE

PARKING

ASSOCIATED

WORK ITEMS.

D

C

EXISTING

SIGN

EDGE OF ROAD

HB

DEMO

CONCRETE

PAD

EXISTING ROCKS

TO BE FLAGGED

OFF

DEMO

EXISTING

BUILDING

FIBER ROLL,

BASE BID

NEW ROCK

BARRIERS,

TYPICAL

EDGE OF ROAD

ADDITIVE ITEM

1, WALKWAY

STARTS HERE.

FIBER ROLL,

ADDITIVE

ITEM 1.

ROCK

BARRIERS,

ADDITIVE

ITEM 1.

FIBER ROLL,

ADDITIVE

ITEM 1.

ROCK

BARRIERS,

ADDITIVE

ITEM 1.

EXISTING

STUMP

EXISTING

ROCKS

EXISTING

ROCKS

#2

EXISTING SEPTIC TANK

AND LEACH FIELD

NOTES:

1. THE CONTRACTOR SHALL SAVE THE 6" OF TOPSOIL. TOPSOIL SHALL BE STOCKPILED ON SITE

WITH PROPER BMPS. TOPSOIL SHALL BE PLACED AROUND WALKWAYS PARKING AREA IN

ACCORDANCE WITH EARTH MOVING SPECIFICATION.

2.IF NECESSARY, ADJUSTMENTS SHALL BE MADE IN THE FIELD TO ACHIEVE MINIMUM ACCESSIBILITY

REQUIREMENTS AND TIE TO EXISTING SITE FEATURES DESIGNATED TO REMAIN AND THE ROADWAY.

3. CONTRACTOR SHALL CLEAR VEGETATION WITHIN A 20' RADIUS OF THE NEW BUILDING. TREES TO

BE REMOVED SHALL FIRST BE APPROVED BY THE COR PRIOR TO REMOVAL.

4.COR SHALL MARK EXISTING WOOD BARRIERS TO BE REMOVED FOR WALKWAY AND PARKING

AREA.

5.CONTRACTOR MAY MOVE LOGS NEAR NEW BUILDING LOCATION UPON APPROVAL FROM THE COR.

6. IF ADDITIVE 1 IS AWARDED, THE FEE TUBE SHALL BE RELOCATED NEXT TO NEW CONCRETE

WALKWAY. THE FEE TUBE OPENING SHALL BE A MINIMUM OF 15" TO A MAX OF 48" ABOVE THE FINISH

GRADE/TOP OF CONCRETE. FINAL LOCATION OF FEE TUBE SHALL BE STAKED BY THE COR.

7.END OF WALKWAY AND EDGES OF THE ACCESSIBLE PARKING SHALL HAVE A SMOOTH

TRANSITION TO TIE TO EXISTING CONTOURS AT 3H:1V MAX.

8.THE BUILDING FLOOR SHALL SLOPE AT 1.0% OUT THE FRONT OF THE BUILDING.

6.CONCRETE MEDIAN AND PARKING SHALL HAVE A MAX SLOPE OF 2% IN ANY DIRECTION.

7.5 FOOT ACCESSIBLE MEDIAN SHALL BE 4" OF CONCRETE OVER COMPACTED NATIVE MATERIAL .

8.PARKING SPACE SHALL BE 6" CONCRETE OVER 4" COMPACTED CLASS 2 AGGREGATE BASE.

CONCRETE PERIMETER WITH THICKENED EDGE SHALL INCLUDE ONLY THE PARKING SPACE, SEE

DETAIL B.

PAVEMENT MARKINGS, SEE DETAIL A.

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

PACIFIC SOUTHWEST

R05

7/27/2020REVISION 1

2020 BOULDER

OAKS

CAMPGROUND

RENOVATION

FAMILY LOOP

BUILDING 1

DESCANSO DISTRICT

CLEVELAND NATIONAL

FOREST

B.AUGHINBAUGH

W. HOSSEINII

W. HOSSEINI

3/30/2020

Feet

1" = 10'

20100

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FF 3184.80 FT.

CUT SLOPE =

3H:1V MAX

CONCRETE SLAB

TO REMAIN

NOTES:

1. CONTRACTOR SHALL CLEAR VEGETATION WITHIN A 20' RADIUS OF THE NEW

BUILDING. CONTRACTOR SHALL RECEIVE APPROVAL FROM THE COR PRIOR TO

REMOVING ANY TREES.

2. THE CONTRACTOR SHALL SAVE THE TOP 6" OF TOPSOIL. TOPSOIL SHALL BE

STOCKPILED ON SITE WITH PROPER BMPS. TOPSOIL SHALL BE PLACED AROUND

THE WALKWAY. PLACEMENT OF TOPSOIL SHALL BE IN ACCORDANCE WITH EARTH

MOVING SPECIFICATION.

3. COR SHALL MARK EXISTING WOOD BARRIERS TO BE REMOVED FOR WALKWAY.

4. IF NECESSARY, ADJUSTMENTS SHALL BE MADE IN THE FIELD TO ACHIEVE

MINIMUM ACCESSIBILITY REQUIREMENTS AND TO TIE TO EXISTING ROADWAY.

5. ROADWAY WIDTH SHALL BE A MINIMUM OF 12' .

6. THE BUILDING FLOOR SHALL SLOPE AT 1.00% OUT THE FRONT OF THE BUILDING.

HB

CLEAR A 20' RADIUS

OF VEGETATION

AROUND BUILDING.

1' LEVEL

SHOULDER

TIE TO EXISTING

ROADWAY CONTOURS

AT A MAX OF 3H:1V.

NEW ROCK

BARRIER, TYPICAL

FIBER ROLL

TO REMAIN

ACCESSIBLE WALKWAY

SHALL BE 3' WIDE WITH A

MAX SLOPE OF 2% IN ANY

DIRECTION.

HORSE CORRAL,

TYPICAL

EDGE OF

ROADWAY

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

PACIFIC SOUTHWEST

R05

7/27/2020REVISION 1

2020 BOULDER

OAKS

CAMPGROUND

RENOVATION

EQUESTRIAN LOOP -

BUILDING 2

DESCANSO DISTRICT

CLEVELAND NATIONAL

FOREST

B.AUGHINBAUGH

W.HOSSEINI

W.HOSSEINI

03/30/2020

Feet

1" = 10'

20100

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FF 3185.07 FT.

ACCESSIBLE WALKWAY SHALL BE

3' WIDE WITH A MAX SLOPE OF

2% IN ANY DIRECTION.

CUT SLOPE = 3H:1V MAX

CONCRETE SLAB

TO REMAIN

NOTES:

1. CONTRACTOR SHALL CLEAR VEGETATION WITHIN A 20' RADIUS AROUND NEW

BUILDING. CONTRACTOR SHALL RECEIVE APPROVAL FROM THE COR PRIOR TO

REMOVING ANY TREES.

2. THE CONTRACTOR SHALL SAVE THE 6" OF TOPSOIL. TOPSOIL SHALL BE

STOCKPILED ON SITE WITH PROPER BMPS. TOPSOIL SHALL BE PLACED AROUND

THE WALKWAY AND PARKING AREA. PLACEMENT OF TOPSOIL SHALL BE IN

ACCORDANCE WITH EARTH MOVING SPECIFICATION.

3. COR SHALL MARK EXISTING WOOD BARRIERS TO BE REMOVED FOR WALKWAY

AND PARKING AREA.

4. IF NECESSARY, ADJUSTMENTS SHALL BE MADE IN THE FIELD TO ACHIEVE

MINIMUM ACCESSIBILITY REQUIREMENTS AND TO TIE TO EXISTING ROADWAY

5. ROADWAY WIDTH SHALL BE A MINIMUM OS 12'.

6. THE BUILDING FLOOR SHALL SLOPE AT 1.00% OUT THE FRONT OF THE BUILDING.

7. CONCRETE MEDIAN AND PARKING SHALL HAVE A MAX SLOPE OF 2% IN ANY

DIRECTION.

8. 5 FOOT ACCESSIBLE MEDIAN SHALL BE 4" OF CONCRETE OVER COMPACTED

NATIVE MATERIAL .

9. PARKING SPACE SHALL BE 6" CONCRETE OVER 4" COMPACTED CLASS 2

AGGREGATE BASE. CONCRETE PERIMETER THICKENED EDGE PERIMETER SHALL

INCLUDE ONLY THE PARKING SPACE, SEE DETAIL B.

10. PAVEMENT MARKINGS, SEE DETAIL A.

HB

25'

11'

5'

CLEAR VEGETATION AND GRADE NATIVE

MATERIAL, 3% MAX IN EACH DIRECTION. 3H:1V

TO CATCH EXISTING CONTOURS. TIE TO NEW

CONCRETE PARKING

7.5'

CLEAR A 20' RADIUS

OF VEGETATION

AROUND BUILDING.

1' LEVEL

SHOULDER

TIE TO EXISTING ROADWAY

CONTOURS AT A MAX OF

3H:1V, TYPICAL.

5'

CLEAR VEGETATION AND GRADE

NATIVE MATERIAL, 3% MAX IN EACH

DIRECTION. 3H:1V TO CATCH

EXISTING ROADWAY CONTOURS. TIE

TO NEW CONCRETE PARKING

NEW ROCK

BARRIER, TYPICAL

FIBER ROLL

TO REMAIN

D

C

8'

RELOCATE CONCRETE

SLAB TO HERE.

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

PACIFIC SOUTHWEST

R05

7/27/2020REVISION 1

2020 BOULDER

OAKS

CAMPGROUND

RENOVATION

EQUESTRIAN LOOP -

BUILDING 2 WITH

PARKING (ADDITIVE 2)

DESCANSO DISTRICT

CLEVELAND NATIONAL

FOREST

B.AUGHINBAUGH

W.HOSSEINI

W.HOSSEINI

03/30/2020

Feet

1" = 10'

20100

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METAL SIGN SCHEDULE

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

7/2 7/2

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R05

PACIFIC SOUTHWEST

2020 BOULDER

OAKS

CAMPGROUND

RENOVATION

CLEVELAND NATIONAL

FOREST

DESCANSO RANGER DISTRICT

CONSTRUCTION DETAILS

A-D

03/30/2020

W.HOSSEINI

W.HOSSEINI

B.AUGHINBAUGH

7 9

REVISION 1 7/27/2020

PAVEMENT MARKINGS, TYPICAL

Not To Scale

A

PARKING PERIMETER THICKENED EDGE

Not To Scale

B

ACCESSIBLE EMBLEM

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C SIGN AND POST

Not To Scale

D

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ANTI-VANDAL FASTENER ASSEMBLY

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AND FLAT WASHER

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REFLECTORIZED SIGN CONSTRUCTED OF PORCELAIN STEEL

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4"X4" SIGN POSTS. POSTS SHALL BE PRESSURE TREATED CEDAR.

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FRONT VIEW

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COMPACTED SUBGRADE

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SIGN POST ANCHOR

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WITH BEADED TEXT OR EQUAL, SEE METAL SIGN SCHEDULE

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2" MIN.

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2" MIN.

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7' MIN.

AutoCAD SHX Text 3'

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SIGN POST

AutoCAD SHX Text 3"

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ANTI-VANDAL FASTENER ASSEMBLY

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FLAT WASHER AND LOCK WASHER

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SIDE VIEW OF ACCESSIBLE SIGN

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MACHINE BOLT

AutoCAD SHX Text 5/16 INCH x 3 INCH

AutoCAD SHX Text NOTES: 1. SIGN SHOULD BE VERTICALLY MOUNTED OR AT RIGHT ANGLES TO THE DIRECTION OF AND FACING THE

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SIGN

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ANTI-VANDAL FASTENER ASSEMBLY

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TRAFFIC THAT THEY ARE INTENDED TO SERVE.

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2. ALL POSTS AND SUPPORT TO BE FURNISHED AND INSTALLED BY CONTRACTOR. SIGNS SHALL BE

AutoCAD SHX Text INSTALLED IN ACCORDANCE WITH MUTCD GUIDELINES AND SPECIFICATIONS SECTION 10 14 53 TRAFFIC

AutoCAD SHX Text SIGNAGE, AND IN LOCATIONS AS SHOWN ON PLANS AND AS APPROVED BY THE CONTRACTING OFFICER.

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# EACH

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TYPE

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# POSTS

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REMARKS

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SIZE

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TO BOTTOM OF SIGN

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HEIGHT ABOVE GRADE

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ACCESSIBLE PARKING

AutoCAD SHX Text 12" X 18"

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MUTCD #R7-8.

AutoCAD SHX Text 84"

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POST TYPE

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METAL

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MUTCD #R7-8 MOD

AutoCAD SHX Text 84"

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METAL

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VAN ACCESSIBLE PARKING

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AutoCAD SHX Text 12" X 18"

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WOOD

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WOOD

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ACCESSIBLE EMBLEM SHALL BE CENTERED AT THE ENTRANCE OF THE STALL

AutoCAD SHX Text 4 INCH WIDE PAINTED BLUE PAVEMENT STRIPES LOCATED AT THE TOP OF STALL AND RIGHT OR LEFT OF THE STALL PER PLAN. LENGTH AND WIDTH OF STALL AS SHOWN PER PLAN.

AutoCAD SHX Text MEDIAN: 4 INCH WIDE PAINTED 4 INCH WIDE PAINTED BLUE PAVEMENT STRIPES, 3' APART AT A 45 DEGREE ANGLE.

AutoCAD SHX Text

#4 REBAR AT 16" ON CENTER

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6" CONCRETE SLAB

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#4 REBAR

AutoCAD SHX Text NOTE: A MINIMUM OF 2" OF CONCRETE COVERAGE SHALL BE OBTAINED ABOVE, BELOW AND ON ALL SIDES OF REBAR.

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1' LEVEL SHOULDER

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4" COMPACTED CALTRANS CLASS II AGGREGATE BASE

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TIE TO EXISTING GROUND AT 3H:1V, TYPICAL

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NATIVE MATERIAL

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3" WIDE WHITE PAINTED STRIPE

AutoCAD SHX Text 4'

AutoCAD SHX Text 3'-7 1/2"

BLUE BACKGROUND

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

7/2 7/2

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R05

PACIFIC SOUTHWEST

2020 BOULDER

OAKS

CAMPGROUND

RENOVATION

CLEVELAND NATIONAL

FOREST

DESCANSO RANGER DISTRICT

CONSTRUCTION DETAILS

E-G

03/30/2020

W.HOSSEINI

W.HOSSEINI

B.AUGHINBAUGH

8 9

REVISION 1 7/27/2020

CONCRETE DUMPSTER PAD

Not To Scale

F

ROCK BARRIERS

Not To Scale

G

CONCRETE WALKWAY, TYPICAL

Not To Scale

E

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FILL SLOPE TIE TO EXISTING CONTOURS 3H:1V MAX, TYPICAL

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CUT SLOPE TIE TO EXISTING CONTOURS 3H:1V MAX, TYPICAL

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4" PORTLAND CEMENT CONCRETE WITH FIBER REINFORCEMENT

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COMPACTED NATIVE SOIL

AutoCAD SHX Text NOTES: CONCRETE WALK SHALL HAVE A MAX CROSS SLOPE OF 2% AND A MAX RUNNING SLOPE OF 2% UNLESS OTHERWISE SPECIFIED ON DRAWINGS.

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6" CURB ON THREE SIDES OF PAD.

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TAPERED TO 5" AT TOP OF CURB.

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PLAN VIEW

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FOOTING

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#4 REBAR

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SLAB

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#4 REBAR AT 32" ON CENTER

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CURB

AutoCAD SHX Text NOTE: A MINIMUM OF 2" OF CONCRETE COVERAGE SHALL BE OBTAINED ABOVE, BELOW AND ON ALL SIDES OF REBAR.

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ROAD EDGE

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SPACING DISTANCE SHALL BE 36", TYPICAL.

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USE A VARIETY OF ROCK SIZES FROM 36" TO 48" LONG

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SPACING FROM EDGE OF ROADWAY SHALL BE 18"

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CREATE A MORE NATURAL LOOK

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GROUND SURFACE

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ROCK BARRIERS SHALL BE PLACED ON THE GROUND SURFACE

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PLAN VIEW

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SECTION VIEW

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LAY ROCKS ON THEIR LONG DIMENSION TO LOOK MORE NATURAL

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NOTE: THE PURPOSE OF THE ROCKS ARE TO KEEP VEHICLES ON THE ROADWAY

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REFER TO SITE IMPROVEMENTS SPECIFICATION FOR MORE GUIDANCE.

COR SHALL APPROVE FINAL ROCK BARRIER LOCATIONS.

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

7/2 7/2

0 1 9:

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R05

PACIFIC SOUTHWEST

2020 BOULDER

OAKS

CAMPGROUND

RENOVATION

CLEVELAND NATIONAL

FOREST

DESCANSO RANGER DISTRICT

CONSTRUCTION DETAIL

H

03/30/2020

W.HOSSEINI

W.HOSSEINI

B.AUGHINBAUGH

9 9

REVISION 1 7/27/2020

HORSE GATE

Not To Scale

H

AutoCAD SHX Text NOTES: 1. THESE DRAWINGS ARE TYPICAL DRAWINGS AND MAY REQUIRE MINOR THESE DRAWINGS ARE TYPICAL DRAWINGS AND MAY REQUIRE MINOR MODIFICATION FOR INSTALLATION. 2. PRIOR TO CONTRACT AWARD THE CONTRACTOR SHALL INVESTIGATE PRIOR TO CONTRACT AWARD THE CONTRACTOR SHALL INVESTIGATE ONSITE TERRAIN AND CONDITIONS TO DETERMINE IF LENGTH ADJUSTMENTS TO THE POSTS ARE NECESSARY TO ACHIEVE MINIMUM EMBEDMENT AND ALL POSTS AND RAILS ARE LEVEL. 3. REQUIRED BARRICADE MARKERS SHALL FOLLOW THE SIGN AND POSTER REQUIRED BARRICADE MARKERS SHALL FOLLOW THE SIGN AND POSTER GUIDANCE FOR THE FOREST SERVICE EM 7100-15. 4. CONCRETE SUPPORTS SHALL BE USED TO SET ALL POSTS BEFORE CONCRETE SUPPORTS SHALL BE USED TO SET ALL POSTS BEFORE CONCRETE PLACEMENT TO PROVIDE A MINIMUM 3 INCH GAP BETWEEN BOTTOM OF FOOTING HOLE AND POST. 5. ALL PIPE RAIL, POSTS, AND WELDS SHALL BE GROUND SMOOTH. ALL PIPE RAIL, POSTS, AND WELDS SHALL BE GROUND SMOOTH. 6. CENTER POSTS WITHIN POST HOLES. CENTER POSTS WITHIN POST HOLES. 7. CONCRETE FOOTING SHALL BE A CONTINUOUS POUR FOR FULL FOOTING CONCRETE FOOTING SHALL BE A CONTINUOUS POUR FOR FULL FOOTING DEPTH. 8. 1/4" CONTINUOUS FILLET WELDING AT ALL CONNECTIONS.1/4" CONTINUOUS FILLET WELDING AT ALL CONNECTIONS.

AutoCAD SHX Text

ELEVATION VIEW

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PLAN VIEW

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12" #4 REBAR, TYPICAL

AutoCAD SHX Text 3 1/2" Sch 10

12" LONG #4 REBAR