Attachment 2. Drawings-Plans.pdf

FOREST LOCATION

VICINITY MAP

SHEET OF

United States Department of Agriculture Forest Service

HWY 50 VIS IMPROVEMENTS GAOA PROJECT

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER DATE

DATE

FOREST SUPERVISOR DATE

4/1 0/2

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CALIFORNIA

EL DORADO COUNTY

R05 PACIFIC SOUTHWEST

ELDORADO NATIONAL FOREST

PLACERVILLE RANGER DISTRICT

INDEX OF SHEETS

SHEET SHEET TITLE DATE

1 COVERSHEET

G1 SCHEDULE OF ITEMS

G2 GENERAL NOTES

DE1 DEMO PLAN

S1 SITE PLAN

S2 FOUNDATION AND DECK FRAMING PLAN

S3 ROOF PLAN

D1 ROOF AND INFORMATION BOARD FOUNDATION DETAILS

D2 FOUNDATION DETAILS

D3 RAILING DETAILS

D4 STAIR AND RAMP DETAILS

D5 FLAGPOLE AND LANDSCAPE BED DETAILS

D6 ACCESSIBLE PARKING DETAILS

D7 PERGOLA AND INFORMATION BOARD DETAILS

PREPARED BY:

DATELANDSCAPE ARCHITECT

TRAVEL DIRECTIONS:

FROM THE FOREST SUPERVISOR'S OFFICE IN PLACERVILLE, HEAD EAST ON HWY 50

TOWARDS POLLOCK PINES FOR 9.9 MILES. TAKE EXIT 54 AND TURN RIGHT ONTO 8

MILE ROAD. THE ENTRANCE TO THE DISTRICT RANGER STATION WILL BE ON THE

RIGHT.

LAT/LONG: 38.73824178134661, -120.66194540968232

PLACERVILLE RANGER DISTRICT OFFICE

4260 8 MILE ROAD

CAMINO CA 95709

FOREST SUPERVISORS OFFICE

100 FORNI ROAD

PLACERVILLE CA 95667

SCHEDULE OF ITEMS

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FOREST SERVICE

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HWY 50 VIS

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IMPROVEMENTS PROJECT

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SCHEDULE OF ITEMS

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ELDORADO NATIONAL FOREST

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J. HEBERT

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R. ESPINOZA

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NOTES:

1. CONTRACTOR SHALL POSSESS A VALID CALIFORNIA CONTRACTOR'S LICENSE. ALL LICENSES SHALL

REMAIN IN EFFECT THROUGHOUT THE TERM OF THIS CONTRACT.

2. EROSION CONTROL MEASURES ARE REQUIRED AT ALL STAGING AREAS AND WHEN EXCAVATION OCCURS IN OR NEAR WET DRAINAGES. EROSION CONTROL IS INDIRECT TO OTHER PAID ITEMS.

CONTRACTOR TO SELECT THE TYPE OF EROSION CONTROL NECESSARY FOR WORK. SEE TYPICALS FOR

APPROVED METHODS OF EROSION CONTROL AND FP-14 SECTION 157 FOR MORE INFORMATION.

3. EROSION CONTROL SHALL BE INSPECTED REGULARLY TO ENSURE FUNCTIONALITY. CONTRACTOR SHALL TAKE CORRECTIVE ACTIONS TO ENSURE EROSION CONTROL IS WORKING PROPERLY AT ALL

TIMES.

4. ALL ROADS USED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE MAINTAINED BY THE

CONTRACTOR.

5. THE CONTRACTOR SHALL PROTECT ALL TREES, SHRUBS, AND OTHER VEGETATION OUTSIDE OF

PROJECT LIMITS DURING CONSTRUCTION. ANY EXISTING VEGETATED AREA DISTURBED BY

CONSTRUCTION OPERATIONS SHALL BE RESTORED AS CLOSELY AS PRACTICAL TO ITS PREEXISTING CONDITION AT THE CONTRACTOR'S EXPENSE. IF THIS CONDITION OCCURS IT IS RECOMMENDED THAT THE EXISTING LANDSCAPING/VEGETATION BE SALVAGED AND REPLACED. IF THIS IS NOT POSSIBLE, DISTURBED AREAS SHALL BE REVEGETATED AT THE EXPENSE OF THE CONTRACTOR TO THE

SATISFACTION OF THE FOREST SERVICE.

6. CLEARING OF TREES, SHRUBS, OR VEGETATION SHALL BE APPROVED BY THE FOREST SERVICE

REPRESENTATIVE.

7. EXISTING TREES THAT ARE IN OR ADJACENT TO THE CONSTRUCTION AREA SHALL REMAIN IN PLACE AND

BE PROTECTED FROM DAMAGE UNLESS SHOWN TO BE REMOVED ON THE PLANS.

8. ALL DIMENSIONS GIVEN ARE IN FEET UNLESS SPECIFIED OTHERWISE.

9. FIELD-FITTING BASED ON CONDITIONS IS AUTHORIZED AFTER CONSULTING WITH THE COR. ANY

CHANGES THAT WILL INCUR AN ADDITIONAL COST TO THE PROJECT MUST BE SUBMITTED AS A

MODIFICATION TO THE CONTRACT AND APPROVED BY THE CO.

10. EVERY EFFORT HAS BEEN MADE TO SHOW LOCATIONS OF ANY AND ALL EXISTING SURFACE AND

SUBSURFACE STRUCTURES. HOWEVER, ACTUAL FIELD CONDITIONS AND LOCATIONS CAN VARY

CONSIDERABLY FROM THE PLAN LOCATIONS. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF AND REPAIR OF ANY DAMAGE TO EXISTING UNDERGROUND FACILITIES. CALL "UNDERGROUND SERVICE ALERT" 811 OR 1-800-227-2600 AT LEAST 2 WORKING DAYS PRIOR TO ANY EXCAVATION.

11. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND SHALL NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF PROPER SHORING OF TRENCHES IN

ACCORDANCE WITH OCCUPATIONAL SAFETY LAWS. THE DUTIES OF THE PROJECT ENGINEER DO NOT

INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTORS SAFETY IN, ON, OR NEAR THE

CONSTRUCTION SITE.

12. SHOULD IT APPEAR THAT THE WORK TO BE DONE, OR ANY MATTER RELATIVE THERETO, IS NOT SUFFICIENTLY DETAILED OR EXPLAINED IN THESE PLANS, THE CONTRACTOR SHALL CONTACT THE

CONTRACTING OFFICER AS SOON AS POSSIBLE FOR SUCH FURTHER EXPLANATIONS AS MAY BE

NECESSARY.

13. DIMENSIONS SHOWN ON THE DRAWINGS (BOTH HORIZONTALLY AND VERTICALLY) ARE APPROXIMATE AND FOR ILLUSTRATIVE PURPOSES ONLY. THE CONTRACTOR SHALL VERIFY ACTUAL MEASUREMENTS

ON-SITE BEFORE FABRICATION AND CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE

CONTRACTING OFFICER IMMEDIATELY IF CONFLICTS ARE EVIDENT OR WILL BE CREATED BY THE PROPOSED DESIGN AS SOON AS THEY ARE IDENTIFIED. THIS PROJECT WILL LIKELY REQUIRE FIELD

DETERMINATIONS AND ADJUSTMENTS. DEVIATION FROM THE APPROVED DESIGN SHALL BE

COORDINATED WITH AND APPROVED BY THE CONTRACTING OFFICER.

14. THE EXISTING DECK AND FLAGPOLE SHALL BE DEMOLISHED AND DISPOSED OF PROPERLY. ALL

DEBRIS SHALL BE REMOVED FROM FOREST SERVICE LAND.

15. THE CONTRACTOR SHALL REMOVE, STORE, AND REINSTALL EXISTING INFORMATION BOARDS

WITHIN PROPOSED CONSTRUCTION AREA.

16. NEW SIGNS, POSTS, HARDWARE AND INSTALLATION TO BE PROVIDED BY THE CONTRACTOR.

17. SITE FURNISHINGS AND FACILITIES ARE DESIGNED TO MEET CURRENT ABA ACCESSIBILITY STANDARDS AND FOREST SERVICE ACCESSIBILITY GUIDELINES (i.e. FOREST SERVICE OUTDOOR RECREATION ACCESSIBILITY GUIDELINES - FSORAG). CONSTRUCTION OF THESE ITEMS SHALL ALSO MEET THE GUIDELINES UNLESS OTHERWISE IDENTIFIED ON THE PLANS. CONSULT WITH FOREST

SERVICE LANDSCAPE ARCHITECT ON QUESTIONS REGARDING ACCESSIBILITY COMPLIANCE.

18. ANY SITE FACILITIES NOT SHOWN ON THE DRAWINGS SCHEDULED FOR DEMOLITION WILL BE

IDENTIFIED BY THE CONTRACTING OFFICER PRIOR TO OR DURING CONSTRUCTION.

19. CONSTRUCTION STAKING SHALL BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO

BEGINNING EXCAVATION OPERATIONS. DIMENSIONS SHOWN ON PLANS ARE FOR ADDITIONAL

INFORMATION ONLY.

20. ALL PAVEMENT STRIPING SHALL BE LAID OUT BY THE CONTRACTOR FOR APPROVAL BY THE

CONTRACTING OFFICER PRIOR TO ANY APPLICATION OF PAINT.

21. THE 'AS-BUILT' PLAN SET SHALL INCLUDE NEWLY INSTALLED ITEMS, AS WELL AS THE LOCATION OR

TERMINATION OF ANY ABANDONED SYSTEMS THAT ARE KNOWN OR DISCOVERED DURING

CONSTRUCTION.

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FOREST SERVICE

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HWY 50 VIS

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IMPROVEMENTS PROJECT

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GENERAL NOTES

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ELDORADO NATIONAL FOREST

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J. HEBERT

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REMOVE AND DISPOSE OF COVERED

BREEZEWAY

INSPECT SIDING FOR REPAIR OR

FULL REPLACEMENT. REMOVE AND

DISPOSE OF MATERIAL DEEMED

PAST USEFUL LIFE

STRIP STALL MARKERS ADJACENT TO DECK

FOR REPAINTING

REMOVE AND DISPOSE OF

EXISTING DECK, INCLUDING ALL

STEPS AND RAMPS

ROOF OVERHANG

REMOVE AND DISPOSE OF

ACCESSIBLE PARKING SIGNS

REMOVE TREE

INFORMATIONAL SIGNAGE TO BE REMOVED,

STORED, AND REINSTALLED AS PER PLANS

INSPECT GUARD STATION DECK FOR REPAIR OR REPLACEMENT.

REMOVE AND DISPOSE OF MATERIAL DEEMED PAST USEFUL LIFE.

PROTECT EXISTING TREE TO REMAIN

EXISTING SERVICE WINDOWS

SAWCUT ASPHALT. REMOVE AND DISPOSE

OF ASPHALT WITHIN PROPOSED DECK/PLANTING AREA.

PROPOSED PLANTING AREA SHALL BE

DECOMPACTED UTILIZING A SUBSOILER

(RIPPER) TO A DEPTH OF 12".

0' 4' 8' 16' 32'

REMOVE AND DISPOSE OF FLAGPOLE

NOTES:

1. DIMENSIONS SHOWN ON THE DRAWINGS (BOTH HORIZONTALLY AND VERTICALLY) ARE APPROXIMATE AND

FOR ILLUSTRATIVE PURPOSES ONLY. THE CONTRACTOR SHALL VERIFY ACTUAL MEASUREMENTS ON-SITE

BEFORE FABRICATION AND CONSTRUCTION.

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DEMO PLAN

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5' -0

8'-0"

5' -0

5' -0

5'-0"

5' -0

4'-0"

'-6

1 4" 2'

-0

10'-0"

CONSTRUCT

ACCESSIBLE

RAMP

CONSTRUCT COVERED BREEZEWAY

CONSTRUCT PERGOLA WITH

RETRACTABLE SHADE CANOPIES

CONSTRUCT CONCRETE PAD

SAW CUT ASPHALT

INSPECT AND REPAIR OR REPLACE SIDING.

PAINT TO MATCH ORIGINAL.

(THIS WALL ONLY)

TILL AND AMEND SOIL

FOR FUTURE PLANTING

(PLANTING NOT

IN CONTRACT)

RESTRIPE PARKING

AREA FOR 3 ACCESSIBLE

SPACES WITH AISLES

PAINT 3 ACCESSIBLE

PARKING SYMBOLS

INSTALL FLAGPOLE

ROOF OVERHANG

INSTALL ACCESSIBLE

PARKING SIGN (3), TYP.

CONSTRUCT INFORMATION BOARD MOUNT

REINSTALL EXISTING MAP AND

DESOLATION BOARDS

CONSTRUCT NEW DECK

(REFER TO FOUNDATION

AND DECK FRAMING PLANS)

INSPECT AND REPAIR OR REPLACE

GUARD STATION ENTRANCE DECKING

CONSTRUCT STEPS BETWEEN DECKS

PROTECT EXISTING TREE TO REMAIN

4' -0

CONSTRUCT STEPS, TYP.

EXISTING SERVICE WINDOWS

D4

D4

S3

S3

S2

D5 2

D5

D6

D6

D6

D4

D7

D1

0' 4' 8' 16' 32'

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FOR ILLUSTRATIVE PURPOSES ONLY. THE CONTRACTOR SHALL VERIFY ACTUAL MEASUREMENTS ON-SITE

BEFORE FABRICATION AND CONSTRUCTION.

2. REPLACEMENT SIDING SHALL MATCH MATERIAL, COLOR, AND NAILING PATTERN OF EXISTING SIDING.

3. CONTRACTOR SHALL SUBMIT DECK/PERGOLA STAIN AND/OR PAINT SAMPLES TO FOREST SERVICE FOR

REVIEW AND SELECTION.

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ELDORADO NATIONAL FOREST

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0' 4' 8' 16' 32'5'-7" 5'-7"

10'-0"

1 4"

6' -0

1 4" 9'

-1 0"

9' -5

7'

-7

1' -0

3' -9

1 4"

2X10 PT JOISTS @ 16" O.C.

1'-6"1'-41 4"

CONSTRUCT FLOORING SUCH THAT

TOP OF DECK BOARDS ARE 14" BELOW

BUILDING FF, TYP ALL DOORS

1 SIGN FOUNDATION

S3 TYP (3)

1 ROOF FOUNDATION

S3 TYP (10)

1 EXIT FOUNDATION

S4 TYP (12)

2 TYP FOUNDATION

S4 TYP (26)

5'-9" 5'-71 4"

5' -1

4"

5' -1

4"

11"

4"

10'-0" 10'-0" 10'-0" 10'-0" 10'-01 4"

HUC68 BOTH ENDS OF BEAM

6X

6'-0"6'-0" 6'-0" 6'-0" 6'-0"

6'-31 4" 6'-3" 6'-33

4" 5'-71 4" 5'-71

4"

6X

6X

6X

6X

6X

6X

6X12

6X12

6X12

6X12

6X12

6X12

6X12

6X12

NOTES:

1. CONTRACTOR MAY PROPOSE ALTERNATIVE SOLUTIONS FOR INCORPORATING SIGN AND BREEZEWAY POSTS INTO DECK

LAYOUT OR RAILING. SHOP DRAWINGS OF ANY PROPOSED ALTERNATIVES SHALL BE SUBMITTED TO THE FOREST SERVICE

FOR REVIEW AND APPROVAL.

2. DIMENSIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE AND FOR ILLUSTRATIVE PURPOSES ONLY. THE CONTRACTOR

SHALL VERIFY ACTUAL MEASUREMENTS ON-SITE BEFORE FABRICATION AND CONSTRUCTION.

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FOUNDATION AND DECK FRAMING PLAN

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ELDORADO NATIONAL FOREST

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0' 4' 8' 16' 32'

6X

6X

6X12

6X12

2X8 PT RAFTERS @ 12" O.C.

2X8 PT RAFTERS @ 16" O.C

SLOPE ROOF TOWARDS NORTH.

6X6 REDWOOD COLUMN CONTINUOUS

BETWEEN FOUNDATION AND ROOF TYP (10)

6X6 REDWOOD COLUMN

CONTINUOUS BETWEEN

FOUNDATION AND SIGN FRAME TYP (3)

9' -1

0" 6'

-0

9' -4

1 4" 7'

-6

4"

9' -1

0"

2' -2

4"

2' -0

CC66 TYP (8).

CCT66 TYP (2)

ROOF OVERHANG

5'-0"

6' -0

1 4"

NOTES:

1. CONTRACTOR MAY PROPOSE ALTERNATIVE SOLUTIONS FOR INCORPORATING SIGN AND BREEZEWAY POSTS INTO DECK

LAYOUT OR RAILING. SHOP DRAWINGS OF ANY PROPOSED ALTERNATIVES SHALL BE SUBMITTED TO THE FOREST SERVICE

FOR REVIEW AND APPROVAL.

2. DIMENSIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE AND FOR ILLUSTRATIVE PURPOSES ONLY. THE CONTRACTOR

SHALL VERIFY ACTUAL MEASUREMENTS ON-SITE BEFORE FABRICATION AND CONSTRUCTION.

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ROOF PLAN

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AutoCAD SHX Text U. S. Department of Agriculture

AutoCAD SHX Text

FOREST SERVICE

AutoCAD SHX Text Region 5

AutoCAD SHX Text

HWY 50 VIS

AutoCAD SHX Text

IMPROVEMENTS PROJECT

AutoCAD SHX Text

ROOF AND INFORMATION BOARD FOUNDATION DETAILS

AutoCAD SHX Text

ELDORADO NATIONAL FOREST

AutoCAD SHX Text

M. ALEXANDER

AutoCAD SHX Text

J. HEBERT

AutoCAD SHX Text

M. ALEXANDER

AutoCAD SHX Text

J. HEBERT

AutoCAD SHX Text D1

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(3) #4 EACH WAY#4 EACH WAY

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(4) #4 VERT HOOKS #4 VERT HOOKS

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(2) #4 HORZ SQUARE TIE#4 HORZ SQUARE TIE

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(2) #4 EACH WAY#4 EACH WAY

AutoCAD SHX Text

(3) #4 EACH WAY#4 EACH WAY

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(4) #4 VERT HOOKS #4 VERT HOOKS

AutoCAD SHX Text

(2) #4 HORZ SQUARE TIE#4 HORZ SQUARE TIE

AutoCAD SHX Text

(2) #4 EACH WAY#4 EACH WAY

AutoCAD SHX Text

SIMPSON CBSQ66-SDS2

AutoCAD SHX Text

SIMPSON HU210

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SIMPSON CBSQ66-SDS2

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FLOOR JOIST, PER PLAN

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FLOOR JOIST, PER PLAN

AutoCAD SHX Text FLOOR BEAM, PER PLAN. ADD COLUMN IF CLEARANCE BETWEEN BEAM AND FOUNDATION ALLOWS A 12" MINIMUM 6X6 PT COLUMN

AutoCAD SHX Text FLOOR BEAM, PER PLAN. IF CLEARANCE BETWEEN BEAM AND FOUNDATION ALLOWS, INSTALL JOISTS ABOVE BEAM, OR ADD A 12" MINIMUM 6X6 PT COLUMN

AutoCAD SHX Text

SIMPSON H1 AT EACH STRINGER/BEAM CONTACT POINT, USE H3 ON RIM BOARD

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TYPICAL FOUNDATION DETAIL

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NTS

AutoCAD SHX Text

AutoCAD SHX Text

EXIT FOUNDATION DETAIL

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NTS

AutoCAD SHX Text

AutoCAD SHX Text PROJECT No.

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AutoCAD SHX Text U. S. Department of Agriculture

AutoCAD SHX Text

FOREST SERVICE

AutoCAD SHX Text Region 5

AutoCAD SHX Text

HWY 50 VIS

AutoCAD SHX Text

IMPROVEMENTS PROJECT

AutoCAD SHX Text

FOUNDATION DETAILS

AutoCAD SHX Text

ELDORADO NATIONAL FOREST

AutoCAD SHX Text

M. ALEXANDER

AutoCAD SHX Text

J. HEBERT

AutoCAD SHX Text

M. ALEXANDER

AutoCAD SHX Text

J. HEBERT

AutoCAD SHX Text D2

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2"

SIMPSON DTT2Z TENSION TIE AT EACH RAILING POST

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PT BLOCKING

AutoCAD SHX Text

PT STRINGER PER PLAN

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INSTALL SECOND TENSION TIE ON OPPOSITE SIDE OF RAIL POST BLOCKING TIE

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SIMPSON DTT2Z TENSION TIE AT EACH RAILING POST

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FINISH GRADE SHALL BE LEVEL WITH TOP BACK OF CONCRETE CURB

AutoCAD SHX Text 1X6 VERTICAL ROUGH SAWN CEDAR SKIRT. FINISH SHALL BE SELECTED AND APPROVED BY US FOREST SERVICE

AutoCAD SHX Text 1X10 HORIZONTAL ROUGH SAWN CEDAR. STAIN SHALL BE SELECTED AND APPROVED BY US FOREST SERVICE

AutoCAD SHX Text

PT COLUMN. LENGTH SHALL NOT BE LESS THAN 12"

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PT GRADE BEAM. PER PLAN

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SIMPSON H1 AT EACH STRINGER/BEAM CONTACT POINT, USE H3 ON RIM BOARD

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PT STRINGERS PER PLAN

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COMPOSITE DECKING, INSTALLATION PER MANUFACTURER

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2X2 REDWOOD BALUSTER

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4X4 REDWOOD POST

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2X4 REDWOOD RAILING

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2X4 REDWOOD RAILING

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1/2" GALV. CARRIAGE BOLT

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1/2" GALV. CARRIAGE BOLT

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2X6 REDWOOD GUARDRAIL

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1/2" GALV. CARRIAGE BOLT

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RAILING DETAIL

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NTS

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NOTES:

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1. CONTRACTOR SHALL SUBMIT DECK/PERGOLA STAIN AND/OR PAINT CONTRACTOR SHALL SUBMIT DECK/PERGOLA STAIN AND/OR PAINT SAMPLES TO FOREST SERVICE FOR REVIEW AND SELECTION. 2. CONTRACTOR MAY PROPOSE ALTERNATIVE SOLUTIONS FOR INCORPORATING CONTRACTOR MAY PROPOSE ALTERNATIVE SOLUTIONS FOR INCORPORATING INFORMATION BOARD AND BREEZEWAY POSTS INTO DECK LAYOUT OR RAILING. SHOP DRAWINGS OF ANY PROPOSED ALTERNATIVES SHALL BE SUBMITTED TO THE FOREST SERVICE FOR REVIEW AND APPROVAL.

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AutoCAD SHX Text U. S. Department of Agriculture

AutoCAD SHX Text

FOREST SERVICE

AutoCAD SHX Text Region 5

AutoCAD SHX Text

HWY 50 VIS

AutoCAD SHX Text

IMPROVEMENTS PROJECT

AutoCAD SHX Text

RAILING DETAILS

AutoCAD SHX Text

ELDORADO NATIONAL FOREST

AutoCAD SHX Text

M. ALEXANDER

AutoCAD SHX Text

J. HEBERT

AutoCAD SHX Text

M. ALEXANDER

AutoCAD SHX Text

J. HEBERT

AutoCAD SHX Text D3

AutoCAD SHX Text

1'-0"

1.66" SS GRADE 316 HANDRAIL

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1.66" SS 90 DEGREE ELBOW

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1.66" SS FLANGE

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PT 6X12

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SIMPSON VPA2

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SIMPSON LSSH20

AutoCAD SHX Text 6X12

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PT 6X6 COLUMN

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12 INCH SONO TUBE

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WALL RAIL BRACKET AT EACH POST

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PAINTED STEEL HANDRAIL O.D BETWEEN 1.25" AND 2"

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MAINTAIN 1-1/2" CLEARANCE BETWEEN HANDRAIL AND RAILING OR BALUSTER

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STEEL FLANGE

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UNIFORM STAIR DIMENSIONS, MAX 7" RISE MIN 11" RUN

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EXISTING AC

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CONCRETE LANDING, 4" THICK WITH TRANSITION STRIP SLOPED TO MATCH LIP OF RAMP

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STAIR DETAIL

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NTS

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RAMP DETAIL

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NTS

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AutoCAD SHX Text U. S. Department of Agriculture

AutoCAD SHX Text

FOREST SERVICE

AutoCAD SHX Text Region 5

AutoCAD SHX Text

HWY 50 VIS

AutoCAD SHX Text

IMPROVEMENTS PROJECT

AutoCAD SHX Text

STAIR AND RAMP DETAILS

AutoCAD SHX Text

ELDORADO NATIONAL FOREST

AutoCAD SHX Text

M. ALEXANDER

AutoCAD SHX Text

J. HEBERT

AutoCAD SHX Text

M. ALEXANDER

AutoCAD SHX Text

J. HEBERT

AutoCAD SHX Text D4

AutoCAD SHX Text

"36

30"

36"

FLAGPOLE

NTS

8" DIA. GOLD ANODIZED SPUN

ALUMINUM BALL

DOUBLE SHEAVE TRUCK

TWO SETS OF HALYARDS WITH 4 CHROME PLATED

SWIVEL SNAPS

9" CAST ALUMINUM CLEATS

ALUMINUM FLASH COLLAR

HARDWOOD WEDGES (REMOVE

AFTER TAMPING SAND

CONCRETE

DRY SAND TIGHTLY TAMPED

AFTER ALIGNING POLE

HOT DIPPED GALVANIZED STEEL

FOUNDATION SLEEVE

STEEL CENTERING WEDGES

STEEL BASE PLATE

STEEL SUPPORT PLATE

WELDED TO GROUND SPIKE

NOTES:

1. PAINT SURFACE OF POLE BELOW GRADE

WITH BLACK ASPHALTUM PAINT.

MATCH WITH EXISTING GRADE

" A

M

EN

D

ED

S O

IL

EXISTING SUBGRADE

NOTES:

1. THIS SHALL BE APPLIED TO ALL NEW LANDSCAPE BEDS IN

FRONT OF DECK WHERE ASPHALT REMOVAL OCCURS.

2. SOIL SHALL BE DECOMPACTED UTILIZING A SUBSOILER

(RIPPER) TO A DEPTH OF 12".

3. SOIL AMENDMENT MIX SHALL BE 50% NATIVE SOIL FROM

SITE AND 50% COMPOST.

4. COMPOST SHALL BE FROM SOURCE APPROVED BY

FOREST SERVICE.

NEW LANDSCAPE BED

NTS

AutoCAD SHX Text PROJECT No.

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AutoCAD SHX Text

FOREST SERVICE

AutoCAD SHX Text Region 5

AutoCAD SHX Text

HWY 50 VIS

AutoCAD SHX Text

IMPROVEMENTS PROJECT

AutoCAD SHX Text

FLAGPOLE AND LANDSCAPE BED DETAILS

AutoCAD SHX Text

ELDORADO NATIONAL FOREST

AutoCAD SHX Text

J. HEBERT

AutoCAD SHX Text

R. ESPINOZA

AutoCAD SHX Text

J. HEBERT

AutoCAD SHX Text

R. ESPINOZA

AutoCAD SHX Text D5

AutoCAD SHX Text

8'-0"10'-0"

EDGE OF PAVEMENT

ACCESSIBLE SYMBOL

'-0

ACCESSIBLE PARKING SIGN

LOCATE AS SHOWN ON PLANS

'-0

5'-0"

4" BLUE BORDER

4" WHITE DIAGONALS

(TYPICAL, BLUE IS OPTIONAL

FOR SNOW CONCERNS)

4" WHITE LINE

3'

NO

PARKING

ACCESSIBLE PARKING STALL

NOTES:

1. SEE CALTRANS STANDARD PLANS

RSP A90A DETAILS

3'

3'

(ISA MARKING)

NOTES:

1. SEE CALTRANS STANDARD PLANS

RSP A90A AND A24C FOR DETAILS

ACCESSIBLE PARKING SYMBOL

NTSNTS

PARKING

ONLY

VAN

ACCESSIBLE

8'

4"

3'

ACCESSIBLE PARKING

ONLY SIGN

NOTE 3

NOTE 4

NOTE 5

NOTE 6

COMPACTED NATIVE SOIL TO

95% R.C.

NOTES:

1. SIGNAGE SHALL CONFORM TO MUTCD AND CALTRANS

STANDARDS.

2. TRAFFIC CONTROL DEVICES/POSTS SHALL BE CRASH-WORTHY.

3. ALL SIGN POSTS SHALL HAVE 1" 45° CHAMFER ON TOP END OF

POST.

4. ALL CARRIAGE BOLTS SHALL BE 3/8", ROUND HEAD, INSTALLED

PER THE SIGN INSTALLATION DETAIL TO RIGHT.

5. ALL SIGN POSTS SHALL BE 6"x6" PRESSURE TREATED DOUGLAS

FIR ROUGH CUT WITH BREAKAWAY HOLE DRILLED, SEE TECHNICAL

CONDITIONS.

6. ALL POSTS SHALL BE SECURED BY COMPACTING NATIVE SOIL

AROUND THE BASE OF THE POST TO 95% R.C.

7. ALL SIGNS SHALL BE INSTALLED AS LOCATED ON THE PLANS, AND

SET 2' FROM PAVED ROAD EDGE.

8. ALL PTDF ELEMENTS SHALL BE TREATED WITH AMMONIACAL

COPPER ZINC ARSENATE (ACZA).

9. TREAT ALL CUT ENDS OF PTDF WITH FIELD APPLIED COPPER

NAPHTHENATE.ALL SIGN BOARDS INSTALLED ON SINGLE POSTS

SHALL BE CENTERED

ALL SIGNS SHALL BE INSTALLED USING VANDAL

RESISTANT BOLTS AND NUTS.

1) CARRIAGE BOLT (3/8")

2) GALV. WASHER

3) SIGN

4) POST (6"x6")

5) METAL WASHERS

6) NUT

7) RECESS (OPTIONAL)

SIGN INSTALLATION

R99(CA)

CALTRANS

STANDARD PLAN

RSP A90A FOR

DETAILS. INFO

SHOWN HERE IS

REPRESENTATIVE

ONLY

R7-8b SEE

CALTRANS

STANDARD PLAN

FOR RSP A90A FOR

DETAILS. INFO

SHOWN HERE IS

REPRESENTATIVE

ONLY

ACCESSIBLE PARKING SIGN

NTS

6"

1'-6"

6"

1 2

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AutoCAD SHX Text U. S. Department of Agriculture

AutoCAD SHX Text

FOREST SERVICE

AutoCAD SHX Text Region 5

AutoCAD SHX Text

HWY 50 VIS

AutoCAD SHX Text

IMPROVEMENTS PROJECT

AutoCAD SHX Text

ACCESSIBLE PARKING DETAILS

AutoCAD SHX Text

ELDORADO NATIONAL FOREST

AutoCAD SHX Text

J. HEBERT

AutoCAD SHX Text

R. ESPINOZA

AutoCAD SHX Text

J. HEBERT

AutoCAD SHX Text

R. ESPINOZA

AutoCAD SHX Text D6

AutoCAD SHX Text

4"

RAFTER WITH DECORATIVE END CUT

(THIS END ONLY)

2-1/2" NOTCH IN RAFTER

6X12" BEAM WITH

DECORATIVE END

SERVICE WINDOWS

2X8" RAFTER

WITH 2-1/2" NOTCH

6X12" BEAM WITH

DECORATIVE END

RETRACTABLE SHADE CANOPY

2X8" STRINGERS

3' -1

2'

-1 1"

1' -1

DECK SURFACE

3/4" CHAMFER

6X6" POST, TYP. NOTES:

1. SEE SHEET D1 ROOF AND INFORMATION BOARD

FOUNDATION DETAIL FOR BELOW DECK CONDITIONS.

2. SAVE, PROTECT, AND REINSTALL EXISTING

INFORMATION BOARDS.

3. CONTRACTOR MAY PROPOSE ALTERNATIVE

SOLUTIONS FOR INCORPORATING SIGN POSTS INTO

DECK LAYOUT OR RAILING. SHOP DRAWINGS OF ANY

PROPOSED ALTERNATIVES SHALL BE SUBMITTED TO

THE FOREST SERVICE FOR REVIEW AND APPROVAL.

4. DIMENSIONS SHOWN ON THE DRAWINGS (BOTH

HORIZONTALLY AND VERTICALLY) ARE APPROXIMATE

AND FOR ILLUSTRATIVE PURPOSES ONLY. THE

CONTRACTOR SHALL VERIFY ACTUAL

MEASUREMENTS ON-SITE BEFORE FABRICATION AND

CONSTRUCTION.

2"

4"

2X8" STRINGERS

3/4" CHAMFER

6X6" POST, TYP.

PERGOLA FINISH DETAILS

NTS

INFORMATION BOARD DETAILS

NTS

3/8" GALVANIZED CARRIAGE BOLTS

DECK SURFACE

3/8" GALVANIZED CARRIAGE BOLTS

NOTES:

1. SEE SHEET D1 ROOF AND INFORMATION BOARD

FOUNDATION DETAIL FOR HARDWARE, CONNECTIONS,

FOUNDATION DRAWINGS.

2. CONTRACTOR SHALL SELECT AND SUBMIT PRODUCT

INFORMATION FOR RETRACTABLE SHADE CANOPY TO

FOREST SERVICE FOR REVIEW AND ACCEPTANCE.

3. CONTRACTOR SHALL SUBMIT STAIN AND/OR PAINT

COLOR SAMPLES TO FOREST SERVICE FOR REVIEW

AND SELECTION.

4. DIMENSIONS SHOWN ON THE DRAWINGS (BOTH

HORIZONTALLY AND VERTICALLY) ARE APPROXIMATE

AND FOR ILLUSTRATIVE PURPOSES ONLY. THE

CONTRACTOR SHALL VERIFY ACTUAL

MEASUREMENTS ON-SITE BEFORE FABRICATION AND

CONSTRUCTION.

9'-10" 6'-01 4"

AutoCAD SHX Text PROJECT No.

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AutoCAD SHX Text U. S. Department of Agriculture

AutoCAD SHX Text

FOREST SERVICE

AutoCAD SHX Text Region 5

AutoCAD SHX Text

HWY 50 VIS

AutoCAD SHX Text

IMPROVEMENTS PROJECT

AutoCAD SHX Text

PERGOLA AND INFORMATION BOARD DETAILS

AutoCAD SHX Text

ELDORADO NATIONAL FOREST

AutoCAD SHX Text

J. HEBERT

AutoCAD SHX Text

R. ESPINOZA

AutoCAD SHX Text

J. HEBERT

AutoCAD SHX Text

R. ESPINOZA

AutoCAD SHX Text D7

AutoCAD SHX Text