Attachment 2 Project Drawings.pdf

Somes Bar

Macdoel

Montague

Grenada

Weed

Mt hastaS

McCloud

YREKA

Fort Jones

Etna

Callahan

Cecilville

Forks of

Salmon

Happy Camp

Oregon

California

APPROVED

BY ZONE ENGINEER DATE DISTRICT RANGER DATE DATEFOREST ENGINEER FOREST SUPERVISOR DATE

PROJECT LOCATION

NATIONAL FOREST

KLAMATH

VICINITY

SAN DIEGO

BLYTHE

NEEDLES

SAN BERNARDINO

PASADENA

LOS ANGELES

SANTA BARBARA

GOLETA

BAKERSFIELD

PORTERVILLE

FRESNO

BISHOP

STOCKTON

SONORA

PLACERVILLE

SACRAMENTO

MONTEREY

SAN

FRANCISCO

SANTA ROSA

TRUCKEE

NEVADA CITY

QUINCY

SUSANVILLE

REDDING

RED BLUFF

EUREKA

FORT BRAGG WILLOWS

WILLITS

UKIAH

ALTURAS

YREKA

CRESENT

CITY

MEXICO

NEVADA

OREGON

PACIFIC OCEAN

LEGEND

INTERSTATE HIGHWAYS

U.S. HIGHWAYS

STATE HIGHWAYS

FOREST HIGHWAYS

SCALE

0 50 100 150 200 MILES

N

W E

INDEX MAP

STATE OF CALIFORNIA

GOOSENEST RANGER DISTRICT

PLANS FOR PROPOSED

FOREST SERVICE - REGION FIVE

UNITED STATES DEPARTMENT OF AGRICULTURE

KLAMATH NATIONAL FOREST

SISKIYOU COUNTY, CALIFORNIA

Dorris

DRAWING INDEX

SHEET No. TITLE

1. COVER SHEET/DRAWING INDEX

2. LOCALITY MAP

3. SUMMARY OF ESTIMATED QUANTITIES

4. LAKE TRAIL PLAN VIEW

5. LAKE TRAIL STRAIGHT LINE - STA 0+00 TO 22+48

6. LAKE TRAIL STRAIGHT LINE - STA 23+35 TO 46+48

7. LAKE TRAIL STRAIGHT LINE - STA 46+88 TO 76+21

8. LAKE TRAIL STRAIGHT LINE - STA 77+13 TO 86+05

9. GROUP CAMP TRAIL STRAIGHT LINE - STA 0+00 TO 4+17

10. LAKE TRAIL DETAIL - STA 85+38

11. "KEYSTONE" RETAINING WALL - STA 4+90 - OPTION 1

12. FISHING PLATFORM RECONSTRUCTION - STA 59+33 - OPTION 1

13. FISHING PLATFORM RECONSTRUCTION - STA 84+83 - OPTION 1

14. FIRE RING ACCESS TRAIL

15. TRAIL CONSTRUCTION / RECONSTRUCTION TYPICAL

16. MASONRY TYPICAL

17. DETAIL - HB2

JUANITA LAKE TRAIL

N

W E

LEGEND

SHEET NO.PROJECT

46N04

Meiss Ranch

8Q019

46N02

8Q02

A

B

46N04

Prather Ranch

Goosenest Ranger Station to WEED to MACDOEL 1 mile

T N

R2W

PROJECT ROAD

St at e Hw y 9

LOCALITY MAP

NO SCALE

7K007

46N02

N9

Juanita Lake

GOOSENEST RANGER DISTRICT

DISPOSAL AREA

JUANITA LAKE TRAIL

SUMMARY OF ESTIMATED QUANTITIES

ITEM

NO. DESCRIPTION

METHOD

OF

MEASURE-

MENT

PAY

UNIT

PROJECT SHEET NO.

KLAMATH NATIONAL FOREST

REVISED 4/81

GOOSENEST RANGER DISTRICT

C.Y.

TON

EACH

EACH

L.S.MOBILIZATION

C.Y.

C.Y.

C.Y.

C.Y.

L.S.

151(01) CQ

203(01) CQ

CQ

204(97) EXCAVATION, COMPACTION METHOD (E) CQ

207(01) CQ S.Y.

251(01) PLACED RIPRAP, CLASS 3 CQ

251(53) HAND-PLACED RIPRAP, CLASS 2 CQ

257(03) ALTERNATE RETAINING WALL "KEYSTONE",

TYPE MODULAR CONCRETE

CQ

ALL

ALL ALL

ALL

301(03) AGGREGATE BASE, GRADING (D),

COMPACTION METHOD (C)

JUANITA LAKE TRAIL

TOTALS

417(01) MINOR COLD ASPHALT MIX

CQ

CQ

RUBBLE MASONRY620(01) CQ

CONCRETE, METHOD A601(01) CQ

JUANITA LAKE

TRAIL

REMOVAL OF LOG RETAINING WALL AND BENCH203(01)A

OPTION 1

L.S.

155 12

532 7

0.5 3

REMOVAL OF BENCHES

EARTHWORK GEOTEXTILE , TYPE II

PROJECT SHEET NO.

GOOSENEST RANGER DISTRICTNOT TO SCALE

ST

A

0+

JUANITA LAKE

NOTES

BOAT DOCK RAMP AND BOAT LAUNCH

N

CONSTRUCTION ACCESS

CONSTRUCTION

ACCESS

STA 4+17

EQ STA 69+07

STA 0+00 STA 59+33

STA 54+33

STA 50+85

STA 48+88

STA 46+48STA 18+81

STA 12+55

STA 7+92

STA 6+98

STA 4+90

STA 3+00 ST

A

+0

ST

A

+3

ST

A

+4

STA 76+21

LAKE TRAIL PLAN VIEW

1. CONSTRUCTION ACCESS AT STA 12+55 IS FROM EXISTING

ROAD 46N92.

2. CONSTRUCTION ACCESS AT STA 54+33 IS FROM ROAD 46N04 AND WILL

REQUIRE SOME MINOR RECONSTRUCTION FOR USE OVER EXISTING

1500' OF ROAD. AFTER COMPLETION OF PROJECT ROAD SHALL BE RESTORED

TO ITS ORIGINAL CONDITION. WORK IS CONSIDERED INCIDENTAL TO ITEM 204.

JUANITA LAKE TRAIL 4

3. DISPOSAL AREA IS LOCATED OFF OF ROAD 46N04 BETWEEN THE GROUP

CAMP ACCESS ENTRANCE AND THE ROAD JUNCTION TO THE CAMPGROUND.

UPON COMPLETION OF PROJECT ALL DISPOSED MATERIAL SHALL BE COVERED

WITH NATIVE SOIL.

4. CONSTRUCTION SHALL NOT BEGIN PRIOR TO AUG. 15 DUE TO RESTRICTIONS

FOR NESTING BALD EAGLES.

5. ALL RIPRAP IS COMMERCIAL SOURCE UNLESS OTHERWISE NOTED.

STA 0+30 END REMOVING ASPHALT

END 4" AGGREGATE BASE

STA 1+66 BEGIN REMOVING ASPHALT

BEGIN 4" AGGREGATE BASE

STA 1+86 END RIP RAP LT.

STA 4+90 SEE DETAIL FOR CONSTRUCTION OF

"KEYSTONE" RETAINING WALL

STA 9+07 END REMOVING ASPHALT

END 4" AGGREGATE BASE

STA 10+89 TURNOUT LT. 4' X 9'

STA 6+98 REFERENCE FISHING PLATFORM 8' x 11'

CONSTRUCT 6" HIGH CAP OF ROCK AROUND

PERIMETER OF THE PLATFORM

REMOVE EXISTING ASPHALT AND PLACE 4" AGGREGATE BASE

STA 11+78 END SHOULDER BACKING LT. AND RT.

STA 12+55 REFERENCE WATER DITCH

JCT. NORTH DAM ACCESS ROAD

STA 13+02 TURNOUT RT. 3' X 5'

STA 15+04 REFERENCE BENCH

CONSTRUCT 3' X 9' TURNOUT LT.

STA 15+37 TURNOUT LT. 3' X 9'

STA 15+81 BEGIN REMOVING ASPHALT

BEGIN 4" AGGREGATE BASE

STA 15+94 END REMOVING ASPHALT

END 4" AGGREGATE BASE

STA 17+13 TURNOUT LT. 3' X 9'

STA 18+81 REFERENCE 24"CMP

STA 18+91 TURNOUT RT. 3' X 9'

STA 21+59 TURNOUT RT. 3' X 9'

STA 22+48 REFERENCE BENCH

CONSTRUCT 4' X 16' TURNOUT RT.

STA 7+92 REFERENCE FISHING PLATFORM 8' x 11'

CONSTRUCT 6" HIGH CAP OF ROCK AROUND

PERIMETER OF THE PLATFORM, PLACE DRAIN PIPE

AS DIRECTED BY THE ENGINEER

REMOVE EXISTING ASPHALT AND PLACE 4" AGGREGATE BASE

LAKE TRAIL STRAIGHTLINE PLAN

STA 17+01 REMOVE 4' SECTION OF ASPHALT OVER ROOTS

EXCAVATE AND PLACE 4"AGGREGATE BASE

JUANITA LAKE TRAIL 5

OPTION 1

OPTION 1

OPTION 1

STA 3+35 REFERENCE WOODEN BRIDGE

BEGIN REMOVING ASPHALT

BEGIN 4" AGGREGATE BASE

BEGIN 2" COLD BITUMINOUS MIX

BEGIN 4" DEPTH X 5' WIDTH SHOULDER BACKING LT.

BEGIN 4" DEPTH X 1' WIDTH SHOULDER BACKING RT.

REPLACE 2" X 12" X 9' PRESSURE TREATED ABUTMENT BOARD

STA O+00 JCT. BOAT RAMP PARKING

BEGIN REMOVING EXISTING ASPHALT

BEGIN 4" AGGREGATE BASE

BEGIN 2" COLD BITUMINOUS MIX

TRAIL WIDTH 4'

STA 8+84 RECONSTRUCT 4' WIDTH X 9' LENGTH TURNOUT LT.

STA 1+76 BEGIN HAND PLACING CLASS 2 RIPRAP LT.

12" DEPTH X 16" WIDTH

STA 2+30 BEGIN HAND PLACING CLASS 2 RIPRAP LT.

12" DEPTH X 16" WIDTH

STA 3+00 REFERENCE WOODEN BRIDGE

END REMOVING ASPHALT

END 4" AGGREGATE BASE

END RIP RAP LT.

END 2" COLD BITUMINOUS MIX (NO BRIDGE OVERLAY)

PLACE COLD MIX 8' WIDTH AND MATCH THE BRIDGE ELEVATION,

RT. EDGE OF THE ABUTMENT AND THE SIGN POSTS

PLACE 12" DEPTH X 12" WIDTH CLASS 2 RIPRAP

ALONG RT. OUTER EDGE

CONSTRUCT CONCRETE MOUNTING PAD FOR TRASH BIN HB2 RT.

STA 23+55 BEGIN REMOVING ASPHALT

BEGIN 4" AGGREGATE BASE

STA 23+77 END REMOVING ASPHALT

END 4" AGGREGATE BASE

STA 23+35 TURNOUT RT. 3' X 9'

STA 25+27 TURNOUT RT. 3' X 9'

STA 24+04 REMOVE 6' SECTION OF ASPHALT OVER ROOTS,

EXCAVATE AND PLACE 4" AGGREGATE BASE

STA 24+74 REMOVE 3' SECTION OF ASPHALT OVER ROOTS,

EXCAVATE AND PLACE 4" AGGREGATE BASE

STA 28+76 REFERENCE PICNIC TABLE

TURNOUT LT. 4' X 10'

STA 29+93 TURNOUT RT. 3' X 9'

STA 31+51 END SHOULDER BACKING LT.

STA 31+64 REMOVE 4' OF ASPHALT OVER ROOTS

EXCAVATE AND PLACE 4" AGGREGATE BASE

STA 32+38 TURNOUT LT. 3' X 9'

BEGIN PLACING 1' WIDE SHOULDER BACKING LT.

STA 28+46 REMOVE 3' SECTION OF ASPHALT OVER ROOTS

EXCAVATE AND PLACE 4" AGGREGATE BASE

STA 32+64 REMOVE 3' SECTION OF ASPHALT OVER ROOTS

EXCAVATE AND PLACE 4" AGGREGATE BASE

STA 33+65 BEGIN REMOVING ASPHALT

BEGIN 4" AGGREGATE BASE

STA 34+00 END REMOVING ASPHALT

END 4" AGGREGATE BASE

STA 35+46 TURNOUT LT. 3' X 9'

END SHOULDER BACKING LT.

STA 36+94 BEGIN REMOVING ASPHALT

BEGIN 4" AGGREGATE BASE

STA 37+33 END REMOVING ASPHALT

END 4" AGGREGATE BASE

STA 38+00 TURNOUT RT. 3' X 8'

STA 39+99 TURNOUT RT. 3' X 9'

STA 41+09 BEGIN PLACING 1' WIDE SHOULDER BACKING LT.

STA 42+14 END SHOULDER BACKING LT.

STA 42+19 TURNOUT RT. 3' X 10'

STA 42+52 BEGIN PLACING 1' WIDE SHOULDER BACKING LT.

STA 42+88 END SHOULDER BACKING LT.

STA 44+03 REFERENCE PICNIC TABLE

TURNOUT LT. 3' X 10'

STA 44+14 END SHOULDER BACKING LT.

STA 43+49 BEGIN PLACING 1' WIDE SHOULDER BACKING LT.

STA 45+70 BEGIN PLACING 1' WIDE SHOULDER BACKING LT.

STA 46+00 REFERENCE BENCH

STA 46+14 END SHOULDER BACKING LT.

STA 46+48 TURNOUT RT. 4' X 10'

LAKE TRAIL STRAIGHTLINE PLAN JUANITA LAKE TRAIL 6

STA 30+73 REFERENCE BENCH LT.

BEGIN PLACING 1' WIDE SHOULDER BACKING LT.

STA 72+90 BEGIN REMOVING ASPHALT

BEGIN 4" AGGREGATE BASE

STA 46+88 BEGIN PLACING 1' WIDE SHOULDER BACKING LT.

STA 48+88 REFERENCE FISHING PLATFORM 8' x 13'

CONSTRUCT 6" HIGH CAP OF ROCK AROUND

PERIMETER OF THE PLATFORM

STA 50+85 REFERENCE FISHING PLATFORM 6' x 7'

CONSTRUCT 6" HIGH CAP OF ROCK AROUND

PERIMETER OF THE PLATFORM

TURNOUT RT. 3' X 9'

STA 52+85 TURNOUT RT. 4' X 9'

STA 54+33 JCT. CONSTRUCTION ACCESS ROAD RT.

STA 54+99 TURNOUT LT. 4' X 9'

STA 56+77 TURNOUT LT. 4' X 9'

STA 57+64 END SHOULDER BACKING LT.

STA 58+59 BEGIN PLACING 1' WIDE SHOULDER BACKING LT.

STA 59+45 END SHOULDER BACKING LT.

STA 61+19 REMOVE 3' SECTION OF ASPHALT

EXCAVATE AND PLACE 4" AGGREGATE BASE

STA 61+47 TURNOUT LT. 4' X 10'

STA 62+20 BEGIN PLACING 1' WIDE SHOULDER BACKING LT.

STA 63+61 TURNOUT RT. 4' X 9'

BEGIN PLACING 1' WIDE SHOULDER BACKING RT.

STA 63+74 BEGIN REMOVING ASPHALT

BEGIN 4" AGGREGATE BASE

STA 64+25 END REMOVING ASPHALT

END 4" AGGREGATE BASE

STA 65+03 END SHOULDER BACKING RT.

STA 65+10 BEGIN REMOVING ASPHALT

BEGIN 4" AGGREGATE BASE

STA 65+61 END REMOVING ASPHALT

END 4" AGGREGATE BASE

STA 66+01 TURNOUT LT. 3' X 10'

STA 67+45 BEGIN PLACING 1' WIDE SHOULDER BACKING RT.

STA 69+07 JCT. GROUP CAMP TRAIL - STA 0+00

END SHOULDER BACKING RT.

STA 69+22 BEGIN REMOVING ASPHALT

BEGIN 4" AGGREGATE BASE

STA 70+92 RECONSTRUCT 4' X 10' TURNOUT LT.

STA 71+85 END REMOVING ASPHALT

END 4" AGGREGATE BASE

STA 72+80 RECONSTRUCT 3' X 9' TURNOUT LT.

STA 73+45 END REMOVING ASPHALT

END 4" AGGREGATE BASE

STA 73+75 BEGIN PLACING 1' WIDE SHOULDER BACKING RT.

STA 74+78 TURNOUT LT. 4' X 10'

STA 76+21 CONSTRUCTION ACCESS FROM

CAMPGROUND LOOP ROAD,

CONSTRUCT 43' TRAIL CONNECTION

TO THE LOOP ROAD, 5' WIDTH AND MATCH

ROAD GRADE

LAKE TRAIL STRAIGHTLINE PLAN JUANITA LAKE TRAIL 7

OPTION 1

OPTION 1

OPTION 1STA 59+33 SEE DETAIL (SHEET 12) FOR RECONSTRUCTION

OF FISHING PLATFORM

STA 77+13 REMOVE EXISTING TURNOUT LT. AND

CONSTRUCT 4' X 10' TURNOUT

STA 77+77 END SHOULDER BACKING LT. AND RT.

STA 78+83 TURNOUT RT. 3' X 8'

STA 79+75 BEGIN PLACING 1' WIDE SHOULDER BACKING LT.

STA 80+41 BEGIN REMOVING ASPHALT

BEGIN 4" AGGREGATE BASE

STA 80+73 END SHOULDER BACKING LT.

STA 80+94 TURNOUT RT. 3' X 9'

STA 81+01 END REMOVING ASPHALT

END 4" AGGREGATE BASE

STA 81+45 BEGIN PLACING 1' WIDE SHOULDER BACKING LT.

STA 81+81 END SHOULDER BACKING LT.

STA 82+97 TURNOUT RT. 3' X 9'

STA 83+03 BEGIN REMOVING ASPHALT

BEGIN 4" AGGREGATE BASE

STA 83+10 END REMOVING ASPHALT

END 4" AGGREGATE BASE

STA 83+40 REMOVE 4' SECTION OF ASPHALT

EXCAVATE AND PLACE 4" AGGREGATE BASE

STA 84+29 BEGIN PLACING 1' WIDE SHOULDER BACKING LT.

STA 84+79 BEGIN REMOVING ASPHALT

BEGIN 4" AGGREGATE BASE

STA 85+17 END SHOULDER BACKING LT.

STA 85+38 JCT. TRAIL TO BOAT RAMP LT.

SEE DETAIL FOR RECONSTRUCTION

STA 85+52 JCT. TRAIL TO FISH CLEANING STATION

SEE DETAIL FOR TRAIL CONSTRUCTION, RIPRAP AND

SHOULDER BACKING

LAKE TRAIL STRAIGHTLINE PLAN JUANITA LAKE TRAIL 8

OPTION 1STA 84+43 SEE DETAIL (SHEET 13) FOR

RECONSTRUCTION OF FISHING PLATFORM

STA 86+05 END REMOVING ASPHALT

END 4" AGGREGATE BASE

END RIPRAP

END SHOULDER BACKING

END 2" COLD BITUMINOUS MIX

JUANITA LAKE TRAILGROUP CAMP TRAIL STRAIGHTLINE PLAN

STA 0+30 BEGIN REMOVING ASPHALT

BEGIN 4" AGGREGATE BASE

BEGIN PLACING 1' WIDE SHOULDER BACKING LT. AND RT.

STA 0+64 EXISTING TRASH BIN LT.

STA 0+71 EXISTING TRASH BIN LT.

STA 0+94 CONSTRUCT TURNOUT RT. 4' X 8'

STA 1+17 END REMOVING ASPHALT

END 4" AGGREGATE BASE

END SHOULDER BACKING LT. AND RT.

STA 1+58 REMOVE 6' SECTION OF ASPHALT

EXCAVATE AND PLACE 4" AGGREGATE BASE

STA 1+75 BEGIN PLACING 1' WIDE SHOULDER BACKING LT.

STA 1+91 CONSTRUCT TURNOUT LT. 3' X 8'

STA 1+98 END SHOULDER BACKING LT.

STA 2+08 BEGIN REMOVING ASPHALT

BEGIN 4" AGGREGATE BASE

STA 2+40 BEGIN PLACING 1' WIDE SHOULDER BACKING LT. AND RT.

STA 2+46 END REMOVING ASPHALT

END 4" AGGREGATE BASE

STA 2+54 END SHOULDER BACKING LT.

STA 2+76 BEGIN PLACING 1' WIDE SHOULDER BACKING LT. AND RT.

STA 3+00 END SHOULDER BACKING LT.

STA 3+05 BEGIN REMOVING ASPHALT

BEGIN 4" AGGREGATE BASE

STA 3+33 END SHOULDER BACKING RT.

STA 3+43 END REMOVING ASPHALT

END 4" AGGREGATE BASE

STA 3+59 PLACE 1' WIDE SHOULDER BACKING FOR 3' LENGTH

AT TRAIL INTERSECTON RT.

STA 4+17 REMOVE ASPHALT 12' BACK AND EXCAVATE

TO MATCH CONCRETE SIDEWALK, FLARE TO

8' WIDTH AT INTERSECTION, PLACE 4" AGGREGATE BASE

END 2" COLD BITUMINOUS MIX

END AGGREGATE BASE

STA O+00 JCT. LAKE TRAIL

BEGIN 2" COLD BITUMINOUS MIX

TRAIL WIDTH 4'

C O

N C

R

ETE SID

EW

ALK

11'

14'

12'

2"COLD BITUMINOUS OVERLAY

BOAT RAMP

CONSTRUCT 4' WIDE X 31' LONG

TRAIL TO JCT. OF SIDEWALK

REMOVE ASPHALT LANDING

SEE DETAIL FOR CONSTRUCTION

OF FIRE RING TRAIL

1' WIDE SHOULDER

BACKING

83'

1' WIDE SHOULDER

BACKING

STA 85+52

STA 86+05

FLARE TO 8' WIDE AT

JUNCTION

STA 85+38

EXCAVATE TRAIL 8' BACK, PLACE 4" AGGREGATE BASE

AND MATCH EXISITNG HOT MIX ASPHALT

REMOVE ASPHALT AND RECONSTRUCT TRAIL

FROM 85+52 TO 86+05, MATCH EXISTING

HOT MIX ASPHALT

BEGIN 2' WIDE SHOULDER BACKING

END SHOULDER

BACKING

REMOVE EXISTING RIPRAP AND PLACE

WHERE REQUIRED

REMOVE EXISTING STEPS

LAKE TRAIL DETAIL STA 85+38 JUANITA LAKE TRAIL 10

HAND PLACED CLASS 2 RIPRAP

12" DEPTH X 16" WIDTH

HAND PLACED

CLASS 2 RIPRAP

12" DEPTH

16" WIDTH

GOOSENEST RANGER DISTRICT

NOT TO SCALE

TRIM COMPAC UNIT AS REQUIRED.

NOTE: STANDARD UNITS MAY ALSO

BE USED WITH TAILS CUT OFF

USE KEYSTONE KAPSEAL ADHESIVE

TO JOIN THE KEYSTONE UNITS AT

THE CORNER

PLACE CAP UNITS INTO CORNER

AND TRIM TO FIT. FASTEN CAP

UNITS TO TOP COURSE WITH

KAPSEAL ADHESIVE.

KEYSTONE CAP UNIT

KEYSTONE STANDARD UNIT

8" MIN. LOW

PERMEABLE SOIL

APPROXIMATE LIMITS

OF EXCAVATION

FINISHED GRADE

CRUSHED STONE LEVELING PAD

STANDARD UNIT/BASE PAD ISOMETRIC SECTION VIEWTYPICAL GRAVITY WALL SECTION

RETAINED SOIL

UNIT FACE

COURSES 1 AND 3

18'

6'

PLAN VIEW

SIDE PROFILE VIEW

STEP UNITS INTO GRADE AT ENDS OF WALL

COURSES 2 AND 4 CAP COURSE

125 lbsWeight:

18"Width:

21 1/2"

Height:

Depth:

8"

Standard Unit Compac Unit

8" Depth:

Height:

12" Width: 18"

Weight: 85 lbs

4" 10 1/2"

50 lbs

18"

Height:

Depth:

Weight:

Width:

Cap Unit

44"3/4" CRUSHED

AGGREGATE

6" CRUSHED ROCK

LEVELING PAD

EXCAVATION

LIMITS NOTES

1. REMOVE EXISTING RETAINING WALL AND DISPOSE OF

IN AREA DESIGNATED BY THE ENGINEER.

2. CONSTRUCT "KEYSTONE" RETAINING WALL OR

EQUIVALENT ACCORDING TO MAUNFACTURERS

SPECIFICATIONS AND GUIDELINES.

3. CONTRACTOR SHALL USE "KEYSTONE" STANDARD

UNITS WITH UNEVEN SPLIT FACE SURFACES.

4. BASE LEVELING PAD SHALL BE CONSTRUCTED OF

3/4" MINUS CRUSHED AGGREGATE.

5. BASE FOUNDATION SHALL BE APPROVED PRIOR TO

PLACEMENT OF THE LEVELING PAD.

24'

5'

JUANITA LAKE TRAIL"KEYSTONE" RETAINING WALL - STA 4+90 - OPTION 1

STANDARD UNIT - 1" SETBACK AT EACH COURSE

5'

3'

BI

TU

M

IN

O U

S O

VE

R

LA

Y

STA 59+50

CONSTRUCT 15" HIGH X 12" WIDE ROCK

MASONRY WALL TO DIMENSIONS SHOWN

AND TIE INTO EXISTIING WALL

41'

11'

4'

7'

REMOVE FIRE RING AND RE-SET AT LOCATION

DESIGNATED BY THE ENGINEER, ORIENT OPENING

TO THE SOUTH

34'

REMOVE BENCH AND DISPOSE OFF OF FOREST LANDS

REMOVE EXISTING ASPHALT AND

RECONSTRUCT FISHING PLATFORM,

PLACE NON-WOVEN GEOTEXTILE

FABRIC PRIOR TO PLACING AGGREGATE

BASE AND ASPHALT

NOTE : INSTALL GOVERNMENT FURNISHED BENCH

ACCORDING TO MANUFACTURERS INSTRUCTIONS.

LOCATION SHALL BE DETERMINED BY THE ENGINEER.

COST SHALL BE CONSIDERED INCIDENTAL TO ITEM 601.

FISHING PLATFORM RECONSTRUCTION STA 59+33 - OPTION 1

NOTE: OVERLAY TO THE FISHING PLATFORM IS PAID

FOR UNDER THE ORIGINAL CONTRACT

JUANITA LAKE TRAIL 12

MACHINE PLACED CLASS 3 RIPRAP

2' DEPTH X 2' WIDTH X 21'

MACHINE PLACED CLASS 3 RIPRAP 2' DEPTH X 2' WIDTH X 14'

NOTE: ALL RIPRAP SHALL BE COMMERCIAL SOURCE

NOT TO SCALE

REMOVE TOP 4' - 6" OF MASONRY WALL AROUND

THE PERIMETER OF THE PLATFORM

4" CONCRETE

#4 REBAR CONTINUOUS AROUND PERIMETER

#4 REBAR PLACED EVERY 18",

DRILL AND EPOXY TO THE ENTIRE

PERIMETER MASONRY WALL

NON- WOVEN GEOTEXTILE FABRIC

REMOVE EXISTING ASPHALT AND THE TOP 6"

OF MASONRY WALL, PLACE NON- WOVEN

GEOTEXTILE, 6" AGGREGATE BASE AND 4"

CONCRETE

FILL CRACK IN CORNER OF FISHING

PLATFORM WITH CONCRETE

NOTESPROVIDE DRAIN PIPE AS NEEDED

(2" PVC, SCH 80)

R

EM

O

VE EXISTIN

G

ASPH

ALT, PLAC

E

G

EO

TEXTILE, AG

G

R

EG

ATE AN

D

C O

LD

BITU

M

IN

O U

S M

IX

6'

18'

11'

4'

10'

14'

7'

2'

EXISTING MASONRY WALL

SLO

PE TO

D R

AIN

12"

6" DEPTH

3/4" AGGREGATE

BASE

4" HIGH BY 6" WIDE CURB

FILL

OPENING

WITH

CONCRETE

12'

FISHING PLATFORM RECONSTRUCTION STA 84+43 - OPTION 1

NOTE: OVERLAY TO THE FISHING

PLATFORM IS PAID FOR

UNDER THE ORIGINAL

CONTRACT

JUANITA LAKE TRAIL 13

CONSTRUCT APRON OF MACHINE PLACED

CLASS 3 RIPRAP 3' WIDE X 2' HIGH AROUND THE

PERIMETER OF FISHING PLATFORM

1. ALL CONCRETE SHALL BE IN ACCORDANCE WITH SECTION 601.

2. CONCRETE SHALL DEVELOP A 28 DAY MINIMUM COMPRESSIVE

STRENGTH OF 3000 PSI.

3. ALL REINFORCING STEEL SHALL BE AASHTO GRADE 60.

4. CONCRETE SLAB SHALL HAVE (2) CONTROL JOINTS BISECTING

THE FISHING PLATFORM.

5. CONCRETE SHALL HAVE AROUGH BROOM FINISH. CHAMFER ANY

EXPOSED EDGES.

6. INSTALL GOVERNMENT FURNISHED BENCH ACCORDING

TO MANUFACTURERS INSTRUCTIONS. LOCATION SHALL BE

DETERMINED BY THE ENGINEER. COST SHALL BE CONSIDERED

INCIDENTAL TO ITEM 601.

7. ALL RIPRAP SHALL BE COMMERCIAL SOURCE.

CONSTRUCT 12" WIDE X 12" HIGH

MASONRY WALL TO DIMENSIONS

SHOWN AND TIE INTO EXISTING WALLS

FIRE RING ACCESS DETAIL

FIRE RING

5'

5'

+1%

MATCH TRAIL

PLACE A MINIMUM OF 4" AGGREGATE BASE AND

2" COLD BITUMINOUS MIX

FIRE RING

PLACE ASPHALT AT 2" BELOW

TOP OF RING

8'

7'

4'

8'

8'

NOTE : INSTALL (2) GOVERNMENT FURNISHED BENCHES ACCORDING

TO MANUFACTURERS INSTRUCTIONS. LOCATION SHALL BE

DETERMINED BY THE ENGINEER. COST SHALL BE CONSIDERED

INCIDENTAL TO ITEM 601.

JUANITA LAKE TRAIL 14

NOT TO SCALE

TRAIL RECONSTRUCTION

NOTES

4' MINIMUM*

COLD BITUMINOUS OVERLAY / NEW CONSTRUCTION

2" 4"

EXCAVATE 4" BELOW EXISTING GRADE, PLACE 4"

OF 3/4" AGGREGATE BASE AND OVERLAY WITH

2" COLD BITUMINOUS MIX

* 4' MINIMUM WIDTH OR AS NOTED

MAX. SLOPE 1 1/2:1

4' MINIMUM*

COLD BITUMINOUS OVERLAY OVER EXISTING ASPHALT

EXISTING ASPHALT

2"

4' MINIMUM*

COLD BITUMINOUS OVERLAY / RECONSTRUCTION

* 4' MINIMUM WIDTH OR AS NOTED

2" 2"

WHERE DESIGNATED PLACE NON-WOVEN

GEOTEXTILE FABRIC PRIOR TO PLACING

AGGREGATE BASE

REMOVE EXISTING ASPHALT AND EXCAVATE 2" BELOW

EXISTING GRADE, PLACE 4" OF 3/4" AGGREGATE BASE

AND OVERLAY WITH 2" COLD BITUMINOUS MIX

MAX. SLOPE 1 1/2:1

* 4' MINIMUM WIDTH OR AS NOTED

MAX. SLOPE 1 1/2:1

TYPICAL SECTIONS

1. ALL REMOVED ASPHALT SHALL BE DISPOSED OF IN AREA DESIGNATED ON

ROAD 46N04.

2. EXISTING GROUND SLOPE, ELEVATIONS AND CONDITIONS VARY.

ROCK MAY BE ENCOUNTERED.

3. ALL ROOTS ENCOUNTERED SHALL BE CUT AND GRUBBED TO 12" DEPTH PRIOR TO PLACING AGGREGATE BASE.

4. EQUIPMENT MAY BE OPERATED OUSIDE OF CONSTRUCTION LIMITS WITH CARE

TAKEN TO PROTECT SURROUNDING RESOURCES.

JUANITA LAKE TRAIL 15

3/4" MINUS SHOULDER BACKING MATERIAL

WIDTH VARIES

3/4" MINUS SHOULDER BACKING

MATERIAL, WIDTH VARIES

NOT TO SCALE

ROCK MASONRY WALL REPAIR

REPAIR ALL AREAS OF EXISTING ROCK WALLS IDENTIFIED

ON THE PLANS. FINISHED ROCK AND MORTAR SHALL HAVE

THE SAME GENERAL APPEARANCE AS THE SURROUNDING

MASONRY WORKMANSHIP.

ROCK MASONRY WALL CONSTRUCTION

NOTES

WHERE IDENTIFIED ON PLANS CONSTRUCT

6" CAP OF ROCK. UTILIZE ROCK OF THE

SAME GENERAL COLOR AND WIDTH/DIMENSION

AS WAS USED IN THE SURROUNDING WALL.

FINISHED MORTAR JOINT APPEARANCE SHALL BE

AS CLOSE AS POSSIBLE TO EXISTING JOINTS.

1. ROCK SHALL BE COMMERCIAL SOURCE.

MINOR EXCAVATION AND EMBANKMENT SHALL BE IN ACCORDANCE WITH

SECTION 209 TO PROVDE A FIRM FOUNDATION FOR THE MASONRY WALL.

WORK IS CONSIDERED INCIDENTAL TO ITEM 620.

JUANITA LAKE TRAILTYPICAL SECTIONS 16

DRAIN PIPES SHALL BE INSTALLED APPROX. 6' ON CENTERS AND

WITHIN 1' OF CORNERS. DRAIN PIPES SHALL BE 2" SCH 80 PVC.

MINOR EXCAVATION AND EMBANKMENT SHALL BE IN ACCORDANCE WITH

SECTION 209 TO PROVDE A FIRM FOUNDATION FOR THE MASONRY WALL.

WORK IS CONSIDERED INCIDENTAL TO ITEM 620.

FINISHED ROCK AND MORTAR SHALL HAVE THE

SAME GENERAL APPEARANCE AS THE

SURROUNDING MASONRY WORKMANSHIP

SHEET NO.PROJECT

Typical Cross Section

38"

4"

1"

4"

2"

2"

GOOSENEST RANGER DISTRICT

Installation Detail

3,000 PSI

CONCRETE

HB2 REBAR DETAILHB2 WASTE RECEPTACLE MOUNTING PAD REBAR

45 5/8"

/4

1/2" GALVANIZED J BOLTS

DETAIL - HB2

NOT TO SCALE

JUANITA LAKE TRAIL

3/4" MINUS

AGGREGATE

NOTE:

1. USE FLANGED NUTS TO INSTALL RECEPTACLES.

2. CONCRETE TO HAVE ROUGH BROOM FINISH.

3. INSTALLATION IS CONSIDERED INCIDENTAL TO ITEM 601.