5. Drawings & Work Item List.pdf

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------- PRIMARY PAVED ROAD/ROUTE

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-------------- NATIVE SURFACE ROAD

PROJECT PLANS

SHEET INDEX

SHEET NO.

DESCRIPTION

TITLE SHEET

QUANTITIES & GENERAL NOTES

TRAIL OF 100 GIANTS SITE MAP

TRAIL PAVEMENT DETAILS

SEQUOIA NATIONAL FOREST MAP

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Project

TRAIL OF 100 GIANTS

TRAIL REHABILITATION

Title

TITLE SHEET

Drawn By Sheet

ENG

Date

03/20 Scale

NTS OF4

7/2/2020

7/2/2020

7/2/2020

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No. Revision/Issue Date

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TRAIL OF 100 GIANTS

TRAIL REHABILITATION

Title

SITE MAP

Drawn By Sheet

ENG

02Date

01/20 Scale

NTS OF4

#2 CONNECTOR

#2 CONNECTOR

TRAIL

#2 CONNECTOR TRAIL

#4

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TRAIL OF 100 GIANTS

TRAIL REHABILITATION

QUANTITIES AND

GENERAL NOTES

NONE

NOTES:

HAUL ROUTES FOR MATERIALS, WORK ZONES, AND ROAD IMPROVEMENT OPERATIONS SHALL BE SIGNED IN

ACCORDANCE WITH CURRENT MUTCD STANDARDS.

A CONSTRUCTION SCHEDULE AND TEMPORARY TRAFFIC CONTROL PLAN SHALL BE SUBMITTED AND

APPROVED BY C.O.R. PRIOR TO CONSTRUCTION.

ALL TRAFFIC CONTROL DEVICES ARE INCIDENTAL TO THIS CONTRACT.

WATER FOR CONSTRUCTION IS INCIDENTAL TO THIS CONTRACT.

ASPHALT DEBRIS AND TRASH GENERATED DUE TO CONSTRUCTION SHALL BE DISPOSED OFF FOREST

SERVICE LAND.

CLEANING OF EQUIPMENT FOR NOXIOUS WEEDS AND SANITATION FACILITIES ARE INCIDENTAL TO PAY ITEM 951(01).

MINIMUM AND MAXIMUM TEMPERATURES FOR HOT MIX ASPHALT DELIVERY, PLACEMENT, AND COMPACTION SHALL BE MET PER SPECIFICATIONS. VEHICLES HAULING HOT MIX ASPHALT SHALL HAVE THE LOADS

TARPED FOR DELIVERY TO MEET TEMPERATURES.

UNSUITABLE MATERIAL SHALL BE DISPOSED OF AND SPREAD OUT ON DESIGNATED AREA AND APPROVED BY

THE C.O.R.

TRAIL CLOSURE LIMITATIONS. IN ORDER TO MINIMIZE IMPACTS ON PUBLC USE OF THE PAVED TRAILS, PAVING REPAIR WORK SHALL BE COMPLETED IN SECTIONS TO ALLOW LARGE PORTIONS OF THE TRAIL TO REMAIN OPEN FOR USE AT ALL TIMES. THE CONTRACTOR SHALL DEVELOP A PROPOSED WORK SCHEDULE

PLAN SHOWING HOW HE PLANS TO COMPLETE THE WORK WHILE ALLOWING PUBLIC USE.

PAY ITEM

NO. ITEM DESCRIPTION PAY UNIT ESTIMATED

QUANTITY

151(01) MOBILIZATION (INCLUDES BONDING COSTS) L.S. 1

203(01) ASPHALT TRAIL SELECTIVE PAVEMENT DEMOLITION, 3"-4" EXITING DEPTH PLUS BERM;

DISPOSE BY REMOVAL FROM PROJECT.

S.Y. 600

204(05A) REPAIR TRAIL SHOULDER FILL SLOPE SETTLEMENT/SLOUGHING L.F. 444

406(03A) POLYMER MODIFIED ASPHALT SEAL COAT WITH SAND (2 COAT APPLICATION PER

MANUFACTURER'S INSTRUCTIONS)

S.Y. 2421

414(08A) CRACK CLEANING AND SEALING - TRAIL SEGMENTS 1-3 (HIGH CRACK DENSITY) S.Y. 2566

414(08B) CRACK CLEANING AND SEALING - TRAIL SEGMENTS 4-5 (MODERATE CRACK DENSITY S.Y. 1223

418(01) ASPHALT PAVEMENT FULL DEPTH PATCH USING STATE ASPHALT CONCRETE PAVEMENT, CLASS 3/8 INCH MAX-MEDIUM (3" COMPACTED IN PLACE). REPAIR AND COMPACT SUBGRADE AS NEEDED. TON 105

HOT ASPHALT CONCRETE DIKE, TYPE "F", CLASS 3/8 INCH BERM-MIX L.F. 1808418(02)

ESTIMATED QUANTITIES

4"

4"

3"

3"

ASPHALT DIKE TYPE "F"

1-1/2" = 1'-0"

CALTRANS

AGGREGATE BASE

COMPACTED

EXISTING NATIVE

MATERIAL

COMPACTED

CLEAN PAVEMENT AND APPLY TACK

COAT OF SS1-H PER SPECIFICATIONS

PRIOR TO PLACING DIKE

2" 2"

ASPHALT DIKE

TYPE "F"

ASPHALT DIKE

TYPE "F"

ASPHALT DIKE

TYPE "F"

3" CALTRANS CLASS II

BASE 3/4" COMPACTED

3" CALTRANS CLASS II

BASE 3/4" COMPACTED

3" CALTRANS CLASS II

BASE 3/4" COMPACTED

EXISTING NATIVE MATERIAL

COMPACTED

EXISTING NATIVE MATERIAL

COMPACTED

EXISTING NATIVE

MATERIAL COMPACTED

COMPACTED BACKFILL ON

SHOULDERS 1V:2H MAX, TYP.

COMPACTED BACKFILL ON

SHOULDERS 1V:2H MAX, TYP.

COMPACTED BACKFILL

ON SHOULDERS, TYP.

℄2% SLOPE

REPAIR - CUT SECTIONS

1/2" = 1'-0"

REPAIR - LEVEL SECTIONS

1/2" = 1'-0"

ASPHALT TRAIL PAVEMENT REPAIR,

3" COMPACTED IN PLACE, SLOPE

TO DRAIN

℄2% SLOPE

ASPHALT TRAIL PAVEMENT REPAIR,

3" COMPACTED IN PLACE, SLOPE

TO DRAIN

℄2% SLOPE

ASPHALT TRAIL PAVEMENT REPAIR,

3" COMPACTED IN PLACE, SLOPE

TO DRAIN

REPAIR - FILL SECTIONS

1/2" = 1'-0"

℄2% SLOPE

℄2% SLOPE

℄2% SLOPE

MATCH EXISTING, TYP.

MATCH EXISTING, TYP.

NOTES:

SLOPES WHERE RUNOFF WATER WILL DRAIN, CONSTRUCT 3" OPENINGS IN THE DIKE AT INTERVALS NOT EXCEEDING

10 LF.

PLACE APPROVED TACK COAT MATERIAL PRIOR TO PLACING ASPHALT DIKE.

AGGREGATE BASE AREAS AND SUB-GRADE SHOWN ON THE DRAWINGS SHALL BE WATERED TO OPTIMUM MOISTURE CONTENT FOR COMPACTION. ROLL A MINIMUM OF 5 COMPLETE PASSES OR UNTIL VISUAL DISPLACEMENT CEASES, WITH A VIBRATORY STEEL-WHEEL ROLLER WITH DRUM WIDTH OF 36" AND WEIGHT OF 4,000 LBS OR EQUIVALENT WITH

C.O.R. APPROVAL.

ASPHALT AREAS SHOWN ON THE DRAWINGS SHALL BE COMPACTED A MINIMUM OF 5 COMPLETE PASSES OR UNTIL VISUAL DISPLACEMENT CEASES, WITH A VIBRATORY STEEL-WHEEL ROLLER WITH DRUM WIDTH OF 36" AND WEIGHT

OF 4,000 LBS OR EQUIVALENT WITH C.O.R. APPROVAL.

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TRAIL OF 100 GIANTS

TRAIL REHABILITATION

TRAIL PAVEMENT DETAILS

AS NOTED

SYMBOL PAYMENT

00+00 N/A R-Berm LF

RR-Berm LF

PATCH TON

RR SY FOR REMOVAL

RR TON FOR ASPHALT

RS LF OF SHOULDER

SR INCIDENTAL

BRUSH INCIDENTAL

(L) or (R)

TRAIL OF 100 GIANTS TRAIL REHABILITATION PROJECT

LEGEND FOR WORK ITEM LISTING

REMOVE & REPLACE ASPHALT (3" DEPTH) SQ.FT.

SQ.FT.

SQ.FT.

LF

LF ALONG TRAIL

MEANING

MEASUREMENT SHOWN

IN WORK ITEM

LF

LF

REPAIR SHOULDER - BACKFILL AND COMPACT SHOULDER

SLOUGH REMOVAL - REMOVE SLOUGH OVERTOPPING BERM OR ON TRAIL

TRIM MINOR BRUSH OR VEGETATION EXTENDING INTO TRAIL WALKWAY

LEFT OR RIGHT SIDE OF TRAIL

STATIONING

REPAIR BERM

REMOVE & REPLACE ASPHALT BERM

REPAIR LOW SPOT OR HOLE IN ASPHALT

REMOVE & REPLACE ASPHALT (3" DEPTH)

STA:

TRAIL

WIDTH

SQ.FT. WORK ITEM DESCRIPTIONS

REPAIR

BERM (LF)

REMOVE &

REPLACE

BERM (LF)

REMOVE &

REPLACE ASPHALT

REMOVE &

REPLACE (SF)

00+00 6 BEGIN TRAIL AT S/W ENTRANCE - EDGE OF ROAD

00+03 RR 0.5X6.5 3.25

00+14 RR, RR-BERM 2 2x0.33 0.66

00+54 RS (BACKFILL SHOULDER) - 46'

00+72 RR-BERM 16

00+90 6/5 540.0

01+30 RR-BERM 5

01+38 BRUSH SHOULDER - 15' (R)

01+94 RR, NEW BULLETIN BOARD 1.5X2 3

02+05 BENCH (L)

02+14 RR, (REPAIR WIDE CRACK) 0.5X5 2.5

02+61 PATCH (0.25'X0.5'X0.17')

03+06 RR, RR-BERM 3 1.5X4 6

03+57 5 1335.0 RR, RR-BERM(L&R) 12 5X6 30

05+53 BENCH (L)

05+66 RR, RR-BERM, W/ INLET&OUTLET 12 5X6 30

05+95 RR, RR-BERM (L&R) 24 5X12 60

06+23 RR, RR-BERM (L) W/OUTLET 3 1.5X3 4.5

06+32 RR, RR-BERM 6 3X6 18

06+53 RR, RR-BERM (L) 2 2X2 4

06+64 RR, RR-BERM (L) 5 3X5 15

06+70 RR-BERM, (TRAIL JUNCTION (R)) 4

06+70 NEW BULLETIN BOARD (L)

07+08 RR-BERM (L) 7

07+49 RS (SHOULDER DOWN HILL SIDE) - 20'

07+90 RS (SHOULDER DOWN HILL SIDE) - 20'

08+10 RR, RR-BERM (L) 3 1.5X3 4.5

08+10 RR, RR-BERM (R) 4 1.5X4 6

08+20 RS (SHOULDER DOWN HILL SIDE) - 55'

08+95 REMOVE SLOUGH BEHIND BENCH - 20' (L)

09+35 R-BERM 12

09+62 RS (SHOULDER DOWN HILL SIDE) - 10'

09+95 R-BERM 13

10+15 RR (5'W X 4'L), RR-BERM (L&R) 8 5X4 20

10+35 R-BERM, RS (SHOULDER DOWN HILL SIDE) - 34' 8

10+50 R-BERM 5

10+69 R-BERM, (ADD DRAIN OUTLET) 4

10+89 RR (5'W X 23'L), RR-BERM (L&R) 46 5X23 115

11+22 RR (1'W X 8'L) 8 1X8 8

11+38 R-BERM 2

11+90 RR (5'W X 10'L), RR-BERM 10 5X10 50

12+13 RR (1.5W X 61'L), RR-BERM 61 1.5X61 91.5

12+89 R-BERM (L) 7

13+04 RR, RR-BERM, Brush (L) 4 5x4 20

13+26 RR, RR-BERM (L) 2 1X2 2

13+34 R-BERM (L) 22

13+64 RR, RR-BERM (L) 16 1.5X16 24

14+08 RR, RR-BERM (L) 23 1.5X23 34.5

14+52 RR, RR-BERM (L) 50 1.5X50 75

15+58 RR, RR-BERM (L&R) 12 5X6 30

16+05 RR, RR-BERM (R) 3 1X3 3

16+58 RR, RR-BERM (L&R) 6 5X3 15

16+71 Brush Shoulder - 8' (R) 16+80 RR, RR-BERM (R) 2 1.5x2 3

16+88 RR, RR-BERM (R) 2 1X2 2

17+52 RR, RR-BERM (R) 43 2.5X43 107.5

17+95 5 7190.0 SLOUGH REMOVAL BEHIND BENCH - 25'

6.5 TRAIL WIDTH 6.5'

18+25 15' TRAIL BRIDGE

TRAIL #1 LOOP FROM TRAIL OF 100 GIANTS PARKING AREA TO REDWOOD MEADOW CAMPGROUND

WIDTH

SQ.FT. WORK ITEM DESCRIPTIONS

REPAIR

BERM (LF)

REMOVE &

REPLACE

BERM (LF)

REMOVE &

REPLACE ASPHALT

REMOVE &

REPLACE (SF)

18+85 10' TRAIL BRIDGE

19+41

BEGIN BOARD WALK (BLOCKED BY FALLEN GIANT

SEQUOIA TREE)

20+44 END BOARD WALK

20+78 6.5 1839.5 RR, RR-BERM (L)

20+99 RB(L), SLOUGH REMOVAL - 30' (L) 2

21+31 RR, RR-BERM (R ) 5 1X5 5

21+33 RR, RR-BERM (L) 3 1X3 5

21+75 RB(R ) 2

21+89 RR, RR-BERM (R ) 66 1X66 66

22+20 5 710.0 RR, RR-BERM (L&R) (AT CRACK) 6 5X3 15

22+31 SLOUGH REMOVAL BEHIND BENCH - 25'

22+40 RR, RR-BERM (L&R) AT END OF TAPER 10 7X5 35

22+52 RR, RR-BERM (L&R) 50 5X50 250

23+02 RR, RR-BERM (R ) 17 1.5X17 25.5

23+24 RR 3X3 9

RR, RR-BERM (L) 20 1X20 20

23+40 RR, RR-BERM (L) 13 2X13 26

23+54 5' TO 9' 695.0 RR, RR-BERM (L&R) Up to flair for bench 32 ((5X16)+(9X16))/2 112

23+71 5 BENCH (R )

23+71 RB (L) 21

23+83 RR, RR-BERM (R ) 4 1X4 4

23+99 RR, RR-BERM (R ) 6 1X6 6

24+43 RB (L=6'), RB (R=3') 9

24+56 RR, RS (L) - 4' (FILL TOE OF BERM W/ ASPHALT) 1X4 4

24+66 RR, RR-BERM (R ) 4 1X4 4

25+12 RB (R ) 6

25+72 RR, RR-BERM (L=4)&(R=5) 9 1X9 9

25+82 RR, RR-BERM (R ) 3 1X3 3

26+04 RR, RR-BERM (R ) 4 1X4 4

26+08 BENCH (R )

26+17 TRAIL JUNCTION LEFT

26+31 RR, RR-BERM (R ) 2 1X2 2

26+50 RR, RR-BERM (L&R) 6 5X3 15

26+71 RR, RR-BERM-INTERSECTION-SEE DETAIL DWG 55

27+31 RR,RR-BERM (L) 4 1X4 4

27+44 PATCH (1'X23'X1/2")

27+96 RR ( POT HOLE)

28+08 RR, RR-BERM (L) 51 1X51 51

28+82 RR, RR-BERM 6 5X3 15

29+94 RB (L) 4

30+23 SR- (SLOUGH REMOVAL BEHIND BENCH) - 15'

30+35 RB (L) 5

31+41 TRAIL JUN CTION RIGHT

31+48 New Bulletin Board (L)

31+61 RR, RR-BERM (L & R) 66 5X33 165

32+27 RR, RR-BERM (L & R), RS (L) - 71' 142 5X71 355

32+98 5 4720 END

17030 TOTAL QUANTITIES FOR TRAIL #1 124 931 2052

WIDTH

SQ.FT. WORK ITEM DESCRIPTIONS

REPAIR

BERM (LF)

REMOVE &

REPLACE

BERM (LF)

REMOVE &

REPLACE ASPHALT

REMOVE &

REPLACE (SF)

00+00 6 BEGIN CONNECTOR TRAIL AT NORTH END

00+24 R-BERM (L) 88

01+11 RR, RR-BERM 6 5X3 15

01+27 RR, RR-BERM 6 5X3 15

01+55 RR, RR-BERM 8 5X4 20

01+66 RR, RR-BERM 3 5X3 15

02+30 BEGIN LONG BRIDGE

02+72 END BRIDGE

02+92 RR, RR-BERM 4 1X2X2 4

03+55 RR, RR-BERM 8 5X4 20

03+61 RR, RR-BERM 16 5X8 40

03+82 RR, RR-BERM 6 5X3 15

03+93 BENCH LEFT

04+20 R-BERM (L) 85

04+54 RR, RR-BERM (L & R) 96 5X42 210

05+05 RR, RR-BERM 5 1X5 5

05+30 RR, RR-BERM (L & R) 26 5X13 65

05+52 RR, RR-BERM (L & R) 6 5X3 15

05+89 RR, RR-BERM (L & R) 20 5X10 50

06+45 BENCH LEFT

06+60 RR, RR-BERM (L & R) 32 5X18 90

06+86 RR, RR-BERM (R ), RS (BACKFILL & COMPACT) - 8' 8 1X8 8

07+16 RR, RR-BERM (L & R) 4 1.5X2 3

07+35 RR, RR-BERM (L & R) 16 5X8 40

07+54 RR, RR-BERM (L & R) 14 5X7 35

07+89 RR, RR-BERM (L) 9 1X9 9

08+02 RR, RR-BERM 20 5X10 50

08+42 6 5052.0 END OF CONNECTOR TRAIL

08+42 5052.0 TOTAL QUANTITIES FOR TRAIL #2 173 313 724

TRAIL #2 CONNECTOR TRAIL IN TRAIL #1

WIDTH

SQ.FT. WORK ITEM DESCRIPTIONS

REPAIR

BERM (LF)

REMOVE &

REPLACE

BERM (LF)

REMOVE &

REPLACE ASPHALT

REMOVE &

REPLACE (SF)

00+00 6 BEGIN TRAIL

00+14 RR, RR-BERM (L & R) 16 5X8 40

00+22 RR, RR-BERM (R ) 32 1X32 32

00+33 RR, RR-BERM (L) 4 2X4 8

00+67 RR, RR-BERM (L) 7 1.5X7 10.5

01+19 RR, RR-BERM (R ) 8 1.5X8 12

01+35 RR, RR-BERM (R ) 5 1.5X5 7.5

01+47 TRAIL JUNCTION RIGHT (TO FALLEN GIANT LOOP)

01+40 RR, RR-BERM

5x21+6x13+.5x2x8+.

5x2x8

01+41 RR, RR-BERM (R ) 1.5X27 40.5

01+50 BRUSH (L) - 10'

01+62 REMOVE SLOUGH - 8'

01+68 6 1008.0 END-BENCH, RS-BACKFILL - 4', R-BERM 4

01+68 1008.0 TOTAL QUANTITIES FOR TRAIL #3 4 72 359.5

STA:

TRAIL

WIDTH

SQ.FT. WORK ITEM DESCRIPTIONS

REPAIR

BERM (LF)

REMOVE &

REPLACE

BERM (LF)

REMOVE &

REPLACE ASPHALT

REMOVE &

REPLACE (SF)

00+00 6 BEGIN TRAIL

00+15 RR, RR-BERM (R) 8 1.5X8 12

00+49 RS (BACKFILL SHOULDER) - 8' (R)

00+82 R-BERM (L) 6

00+91 RR,RR-BERM (L&R) 8 6X4 24

01+07 RR,RR-BERM (L&R) 16 6X8 48

01+33 PATCH (1'X1'X1")

01+45 RR 1.5X1.5 2.25

01+52 6 912.0 END

01+52 912.0 TOTAL QUANTITIES FOR TRAIL #4 6 32 86.25

TRAIL #3 SPUR TO VIEW BENCH

TRAIL #4 CONNECTOR TRAIL FROM SPUR TO FALLEN GIANT LOOP

WIDTH

SQ.FT. WORK ITEM DESCRIPTIONS

REPAIR

BERM (LF)

REMOVE &

REPLACE

BERM (LF)

REMOVE &

REPLACE ASPHALT

REMOVE &

REPLACE (SF)

00+00 6 BEGIN TRAIL

00+11 RR, RR-BERM (L) 10 2X10 20

00+22 RR, RR-BERM (L & R) 24 6X12 72

00+39 RR, RR-BERM (L) 3 1X3 3

00+49 R-BERM (L) 2

00+69 RR, RR-BERM (R ) 19 1X19 19

01+46 PATCH (LOWSPOT 1.5'X3'X1") (R )

01+69 BENCH (L)

01+94 INTERSECTION WITH CONNECTOR TRAIL (L)

02+02 RR, RR-BERM (R) 1X3 3

02+22 RR ( CENTER ) 2.5X3 7.5

02+35 RR, RR-BERM (R) 9 1.5X9 13.5

02+42 RR, RR-BERM (L) 6 1X6 6

02+53 RR, RR-BERM (L) 5 1X5 5

02+70 BEGIN TRAIL BRIDGE

02+91 END TRAIL BRIDGE

02+98 R-BERM (L) 8

03+14 TRAIL JUNCTION (R ) (END OF F G LOOP)

03+19 R-BERM (L) 6

03+42 REMOVE SLOUGH BEHIND BENCH - 10' (L)

03+71 RR, RR-BERM (R) 3 1X3 3

03+93 RR, RR-BERM (R) 13 1X13 13

04+06 RR, RR-BERM (L & R) 18 6X9 54

04+16 RR, RR-BERM (R) 12 1X12 12

04+28 RR, RR-BERM (R) 48 3X16 48

04+44 RS ( BACKFILL RIGHT SHOULDER) - 60'

04+62 RR, RR-BERM (R) 9 1X9 9

05+28 RR, RR-BERM (R) 30 6x5 30

05+33 RR, RR-BERM (R ) 66 1.5X44 66

05+72 R-BERM (L) 39

05+83 RR, RR-BERM (R ) 21 3X7 21

06+01 RR ( L ) (TO THE SEAM) 4X3 12

06+07 RR, RR-BERM (R ) 28 3X29 87

06+21 R-BERM (L) 12

06+36 RR, RR-BERM (L & R) 24 6X14 84

06+50 RR, RR-BERM (R ) 22 3X22 66

06+58 REMOVE SLOUGH BEHIND BENCH - 15'

06+70 R-BERM (L), SLOUGH REMOVAL - 60' 26

06+72 RR, RR-BERM (L & R) 10 5X5 25

06+77 RR, RR-BERM (R ) (ALONG ROCK WALL) 20 1.5X20 30

06+96 RR, RR-BERM (R ) 26 1X26 26

07+02 R-BERM (L) 5

07+15 R-BERM (L) 4

07+22 R-BERM (L) 30

07+48 BRUSH - 12' (L)

07+68 R-BERM (R ) 4

07+86 RR, RR-BERM (R ) 8 1X8 8

08+00 R-BERM (L) 4

08+03 R-BERM (R ) 15

08+36 R-BERM (L) 6

08+36 R-BERM (R ) 28

08+68 RR, RR-BERM (L & R) 10 5X5 25

08+80 RR, RR-BERM ( R) 16 1X19 19

09+11 RR, RR-BERM (L) 3 1X3 3

09+23 RR, RR-BERM (R) 4 1X4 4

09+30 R-BERM (R ) 5

09+35 R-BERM (L) 2

09+47 BEGIN BRIDGE

09+74 6 5844.0 END BRIDGE

TRAIL #5 FALLEN GIANT LOOP

WIDTH

SQ.FT. WORK ITEM DESCRIPTIONS

REPAIR

BERM (LF)

REMOVE &

REPLACE

BERM (LF)

REMOVE &

REPLACE ASPHALT

REMOVE &

REPLACE (SF)

COMPLETE WORK ITEMS AS MARKED IN THE FIELD TO

END OF LOOP (ESTIMATED QUANTITIES ARE SHOWN FOR

REMAINING WORK)

335 810 1371

26+56 10092.0 END OF LOOP

26+56 10092.0 TOTAL QUANTITIES FOR TRAIL #5 529 1279 2165