3. Drawings.pdf

CLEVELAND NATIONAL FOREST

VICINITY MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture

Forest Service

GAOA Renovate Boulder Oaks CG

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°

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER DATE

DATE

CIVIL ENGINEER 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

PREPARED BY:

ADA Parking & Path, Pumphouse, Aggregate

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TITLE SHEET

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LEGEND AND NOTES

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OVERALL SITE PLAN

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SITE 1

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SITE 2

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CONSTRUCTION DETAILS A-D

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CONSTRUCTION DETAILS E-G

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X

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

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. 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 SHOWN ON THE DRAWINGS. FIBER ROLLS SHALL BE CERTIFIED IN WRITING . 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 BE RESPONSIBLE FOR DESIGN AND INSTALLATION OF PUMP HOUSE TO MEET CURRENT APPLICABLE BUILDING, PLUMING, AND ELECTRICAL CODES. DESIGN PLANS AND SPECS SHALL BE REVIEWED AND ACCEPTED BY THE CO PRIOR TO MATERIAL PROCUREMENT AND CONSTRUCTION OF THE PUMP HOUSE. THIS INCLUDES BUT IS NOT LIMITED TO: COORDINATE/SCHEDULE POWER DISCONNECTION/CONNECTION WITH UTILITY COMPANY, DEMOLITION, CLEARING AND GRUBBING, GRADING & EXCAVATION, COMPACTION, BACKFILL, SAMPLING AND TESTING, SOIL EROSION AND STORM WATER POLLUTION CONTROL MEASURES, INTERIOR AND EXTERIOR FINISH. ALL CHARGES FOR THE BUILDING INSTALLATION DELAYS CAUSED BY THE CONTRACTOR SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 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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AGG. BASE

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 PUMP HOUSE UPGRADE LOCATIONS, WALKWAYS AND THE PARKING AREAS SHALL BE STOCKPILED ONSITE WITH PROPER BMP'S. TOPSOIL SHALL BE PLACED AROUND NEW FEATURE INSTALLATION, 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 AT APPROVED PARKING AREA. 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 PLACED ON EXCESS MATERIAL SHALL BE PLACED ON TOP OF A PLASTIC BARRIER APPROVED BY THE COR. ROCK BARRIERS SHALL BE INSTALL ALONG ADA PARKING AS SHOWN AND IN ACCORDANCE WITH DETAIL ON THE DRAWINGS.

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EXISTING WATERLINE

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EXISTING SEWER

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NATIVE MATERIAL

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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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E

HOST SITE

6 & 78

9 & 10

18 & 19

LOW POINT DRAIN VALVE

EXISTING WATERLINE

EXISTING BARB WIRE

FENCE TO REMAIN

LEGEND

UPGRADE

EXISTING

PUMP HOUSE

HORSE CORRAL, TYPICAL

O

L

D

H

I

G

H

W

A

Y

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. NEW PARKING SHALL RECEIVE ROCK BARRIERS . REFER TO SITE

IMPROVEMENT SPECIFICATION AND DETAIL ON THE DRAWING. 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.

CONCRETE PAD

FEE TUBE TO REMAIN.

FLAG POLE TO

BE REMOVED

BULLETIN BOARD

TO REMAIN

DAY USE

PARKING AREA

ACCESSIBLE PARKING,

SITE 1.

EXISTING

UTILITY ROAD

HOSE BIBB AND

CONCRETE PAD

TO REMAIN.

EXISTING

UTILITY ROAD

ACCESSIBLE PARKING,

SITE 2.

35 & 36

PROPOSED AGGREGATE

SURFACING AREA

* FAMILY LOOP REQUIRES

SEPARATION GEOTEXTILE

LEGEND

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

GAOA RENOVATE

BOULDER OAKS

CG ADA PARKING

& PATH,

PUMPHOUSE,

AGGREGATE

PACFICI SOUTHWEST

R05

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HB

FLAG POLE

TO BE

REMOVED

EXISTING

FEE TUBE

EXISTING

BULLETIN

BOARD TO

REMAIN

FF

3168.27 FT.

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'

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

EDGE OF ROAD

WALKWAY

STARTS HERE.

FIBER ROLL,

ROCK

BARRIERS,

FIBER ROLL,

ROCK

BARRIERS,

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.

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

GAOA RENOVATE

BOULDER OAKS

CG ADA PARKING

& PATH,

PUMPHOUSE,

AGGREGATE

SITE 1

DESCANSO DISTRICT

CLEVELAND NATIONAL

FOREST

B.AUGHINBAUGH

W.HOSSEINI

W.HOSSEINI

05/3/2021

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FF 3185.07 FT.

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'

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

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

GAOA RENOVATE

BOULDER OAKS

CG ADA PARKING

& PATH,

PUMPHOUSE,

AGGREGATE

SITE 2

DESCANSO DISTRICT

CLEVELAND NATIONAL

FOREST

B.AUGHINBAUGH

W.HOSSEINI

W.HOSSEINI

05/3/2021

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METAL SIGN SCHEDULE

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

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DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

5/1 7/2

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AGGREGATE

CLEVELAND NATIONAL

FOREST

DESCANSO RANGER DISTRICT

CONSTRUCTION DETAILS

A-D

03/30/2020

W.HOSSEINI

W.HOSSEINI

B.AUGHINBAUGH

6 7

PAVEMENT MARKINGS, TYPICAL

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A

PARKING PERIMETER THICKENED EDGE

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ACCESSIBLE EMBLEM

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C SIGN AND POST

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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.

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SIGN POST

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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

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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

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MUTCD #R7-8.

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POST TYPE

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MUTCD #R7-8 MOD

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VAN ACCESSIBLE PARKING

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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.

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#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

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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

5/1 7/2

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BOULDER OAKS

CG ADA PARKING

& PATH,

PUMPHOUSE,

AGGREGATE

CLEVELAND NATIONAL

FOREST

DESCANSO RANGER DISTRICT

CONSTRUCTION DETAILS

E-G

03/30/2020

W.HOSSEINI

W.HOSSEINI

B.AUGHINBAUGH

7 7

ROCK BARRIERS

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AGGREGATE SURFACING

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NOTE: INSTALLATION OF SEPARATION GEOTEXTILE FP-14 TABLE 714-1

NON-WOVEN CLASS 1 TYPE A REQUIRED FOR FAMILY LOOP IS INCIDENTAL

CONCRETE WALKWAY, TYPICAL

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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

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AGGREGATE SURFACING W/ SEPARATION GEOTEXTILE

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OUTSLOPED, 2%

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EXISTING ERODED ROAD SURFACE, NO GRADING

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AGGREGATE

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AGGREGATE SURFACING W/O SEPARATION GEOTEXTILE

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OUTSLOPED, 2%

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EXISTING ERODED ROAD SURFACE, LEVEL/COMPACT SUBGRADE

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AGGREGATE

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STAPLES

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OUTSLOPED, 2%

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EXISTING ERODED ROAD SURFACE, NO GRADING

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AGGREGATE

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STAPLES

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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.