5. Spring Creek Trail Construction Plan Set.pdf
PDF 5 MB Posted
- Attached to
- 129JGP20R0050 - LTBMU Bike Trail Construction
- Solicitation number
- 129JGP20R0050
About this file
This is a solicitation for a construction project between $100,000 and $250,000 for the Lake Tahoe Basin Management Unit Bike Trail Construction. The Forest Service R5-Pacific Southwest Region is seeking proposals to construct a bike trail. An organized pre-proposal site visit will not be held but offerors are expected to visit the site. All requests for information must be submitted by August 14, 2020. The total set-aside is for small businesses. Proposals are due by the dates specified in Section L, Paragraph L.2 of the solicitation documents.
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FOREST LOCATION
VICINITY MAP
TRAVEL DIRECTIONS FROM: THE UNITED STATES FOREST SERVICE, 35 COLLEGE DR, SOUTH LAKE TAHOE, CA 96150
United States Department of Agriculture
Forest Service
SPRING CREEK TO CAMP CONCORD
1. Head east toward College Ave for 466 ft, then
2. Turn left onto College Ave for 305 ft, then
3. Turn left onto Al Tahoe Blvd for 0.4 miles, then
4. Use left lanes to turn left onto Lake Tahoe Blvd for 2.0 miles, then
5. Turn right onto CA-89 N/Emerald Bay Rd for 4.6 miles, then
6. Turn left onto Spring Creek Rd to arrive at the beginning of the Spring Creek Trail
BIKE TRAIL CONSTRUCTION
7/2 3/2
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CALIFORNIA
EL DORADO COUNTY
(R5) PACIFIC SOUTHWEST REGION
LAKE TAHOE BASIN MANAGEMENT UNIT
INDEX OF SHEETS
SHEET SHEET TITLE
1 COVERSHEET
2 PROJECT AREA MAP
3 GENERAL AND EROSION CONTROL NOTES
4 COORDINATE SURVEY CONTROL LAYOUT
5 CONSTRUCTION STAKING TYPICALS
6 SPRING CREEK TRAIL DESIGN CROSS SECTION TYPICALS
7 RAINBOW TRAIL AC DESIGN CROSS SECTION TYPICALS
SPRING CREEK TRAIL PLAN (BOP) 0+00 - 4+00
9 SPRING CREEK TRAIL PLAN 4+00 - 8+00
10 SPRING CREEK TRAIL PLAN 8+00 - 12+00
11 SPRING CREEK TRAIL PLAN 12+00 - 16+00
12 SPRING CREEK TRAIL PLAN 16+00 - 20+00
SPRING CREEK TRAIL PLAN 20+00 - 25+25 (EOP)
SHEET OF001 013
RECOMMENDED BY:
APPROVED:
FOREST ENGINEER DATE
DATEFOREST SUPERVISOR
DATE
DEPUTY FOREST SUPERVISOR
DATEDESIGNER
05/15/2020Tim Merten
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L35
L
L
L
L
L
L
L42
L
L
L
L
L
L
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C39
C
C
C
C
C
C
C
C
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
7/2 3/2
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.20
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G;
R5
PACIFIC SOUTHWEST REGION
SPRING CREEK
TO
CAMP CONCORD
BIKE TRAIL
LAKE TAHOE BASIN
MANAGEMENT UNIT
PROJECT
AREA
MAP
05/15/2020
T. MERTEN
T. MERTEN
X.XXX
G1-2 002 013
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ALIGN FILTER FENCE
ALONG CONTOURS
WOOD STAKE
NATIVE SOIL
FILTER FENCE
KEY IN FENCE
4" MIN.
FINISHED
GRADE
WOOD STAKES,
BOUND AT TOP
8" MIN. FIBER ROLL
4" TRENCH
ALIGN FILTER ROLL ALONG CONTOURS
FILTER FENCING
FIBER ROLL
EROSION CONTROL NOTES:
1. C
2. TEMPORARY EROSION CONTROL MEASURES AND DETAILS AS SHOWN
ON THIS PLAN ARE SUGGESTED MINIMUM METHODS OF CONTROLLING
EROSION DURING CONSTRUCTION. THE CONTRACTOR SHALL
IMPLEMENT ADDITIONAL MEASURES AS DICTATED BY FIELD
CONDITIONS TO CONTROL EROSION AND SEDIMENTATION.
3. ALL TEMPORARY EROSION CONTROL FEATURES SHALL BE INSPECTED
DAILY. CONTRACTOR IS REQUIRED TO HAVE SEDIMENT CONTROLS ON
SITE. IF A 50% OR GREATER CHANCE OF PRECIPITATION IS PREDICTED
BY NOAA, CONTRACTOR SHALL TAKE NECESSARY STEPS TO PROTECT
AREAS DISTURBED BY CONSTRUCTION FROM EROSION AND/OR
SUBSEQUENT DISCHARGE OF EARTHEN MATERIALS FROM THE SITE.
4. THE AREAS OF SOIL AND VEGETATION DISTURBANCE SHALL BE
LIMITED TO THAT REQUIRED FOR CONSTRUCTION PURPOSES.
EXCEPT WHERE REQUIRED FOR ACCESS, THERE SHALL BE NO
DISTURBANCE IN AREAS TO BE LEFT IN A NATURAL STATE.
5. STOCKPILES SHALL BE LOCATED IN ALREADY DISTURBED AND FLAT
AREAS, AND SHALL BE SURROUNDED WITH FIBER ROLLS. IF A
STOCKPILE IS INACTIVE FOR 14 DAYS, IT SHALL BE STABILIZED WITH 6
MIL. PLASTIC OR APPROVED EQUAL.
8. IF TRACKING IS EVIDENT DUE TO CONSTRUCTION, CONTRACTOR
SHALL BROOM EXCESS SEDIMENT TO AN AREA IT WON'T BE CARRIED
AWAY BY STORM FLOWS. IF THIS PROVES INADEQUATE, CONTRACTOR
MAY HAVE TO STREET SWEEP.
9. SPILL KITS WITH ABSORBENT PADS SHALL BE ON SITE AT ALL TIMES IN
PREPARATION FOR EQUIPMENT LEAKS. ALL VEHICLE MAINTENANCE
SHALL TAKE PLACE AT LEAST 100 FEET FROM SURFACE WATER AND
ON A LEVEL AREA SURROUNDED BY A CONTOUR BERM AND TRENCH .
10. CONSTRUCTION SITE DEBRIS SHALL BE REMOVED DAILY.
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
7/2 3/2
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R5
PACIFIC SOUTHWEST REGION
SPRING CREEK
TO
CAMP CONCORD
BIKE TRAIL
LAKE TAHOE BASIN
MANAGEMENT UNIT
GENERAL AND
EROSION CONTROL
NOTES
05/15/2020
T. MERTEN
T. MERTEN
X.XXX
G1-3 003 013
AutoCAD SHX Text GENERAL NOTES: 1. FOR THE PURPOSE OF THESE PLANS, THE TERM CONTRACTING FOR THE PURPOSE OF THESE PLANS, THE TERM CONTRACTING OFFICER SHALL REFER TO THE FOREST SERVICE CONTRACTING OFFICER OR AUTHORIZED REPRESENTATIVE. 2. PUBLIC SAFETY SHALL BE PROVIDED BY CONTRACTOR IN PUBLIC SAFETY SHALL BE PROVIDED BY CONTRACTOR IN ACCORDANCE WITH STATE AND COUNTY REQUIREMENTS. 3. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES ENCOUNTERED IN THE FIELD OR ERRORS IDENTIFIED ON THE PLANS. 4. THE CONTRACTOR SHALL KEEP DETAILED RECORDS AND THE CONTRACTOR SHALL KEEP DETAILED RECORDS AND AS-BUILTS SHOWING ALL MODIFICATIONS MADE TO THESE PLANS. THESE RECORDS AND AS-BUILTS SHALL BE PROVIDED TO THE CONTRACTING OFFICER UPON PROJECT COMPLETION. 5. NO RESTROOM WILL BE PROVIDED BY THE GOVERNMENT, NO RESTROOM WILL BE PROVIDED BY THE GOVERNMENT, 6. ALL MATERIAL MUST BE CERTIFIED WEED FREE AND COME ALL MATERIAL MUST BE CERTIFIED WEED FREE AND COME FROM A LOCATION APPROVED BY THE CONTRACTING OFFICER. 7. ALL EQUIPMENT WILL ARRIVE ON SITE WASHED AND FREE OF ALL EQUIPMENT WILL ARRIVE ON SITE WASHED AND FREE OF ALL VISIBLE SOIL, DEBRIS, OR ORGANIC MATTER. ALL EQUIPMENT SHALL BE INSPECTED BY THE CONTRACTING OFFICER PRIOR TO COMMENCEMENT OF WORK. 8. LOCATION OF MATERIAL STOCKPILES AND STAGING AREAS LOCATION OF MATERIAL STOCKPILES AND STAGING AREAS SHALL BE APPROVED BY THE CONTRACTING OFFICER. 9. ALL EXCAVATED MATERIAL SHALL BE STOCKPILED AT AN ALL EXCAVATED MATERIAL SHALL BE STOCKPILED AT AN APPROVED SITE AND APPROVED MATERIAL MAY BE RETURNED FOR USE AS BACKFILL. IT IS ANTICIPATED THAT ALL EXCAVATED MATERIAL FREE OF DEBRIS AND ORGANICS WILL BE USED ON THE PROJECT SITE. ALL EXCAVATED MATERIAL NOT SUITABLE AS BACKFILL WILL BE DISPOSED OF LEGALLY OFF-SITE AT THE CONTRACTOR'S EXPENSE. 10. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING LOCATION OF UTILITIES. 11. CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS. ANY MARKERS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED AT THE CONTRACTORS EXPENSE. 12. ALL TREES TO BE FELLED SHALL REMAIN THE PROPERTY OF ALL TREES TO BE FELLED SHALL REMAIN THE PROPERTY OF THE FOREST SERVICE. ALL TREES NOT CHIPPED SHALL BE LIMBED AND DECKED IN A LOCATION APPROVED BY THE CO. SLASH MATERIAL MAY BE APPROVED PRIOR IN WRITING BY THE CO TO BE USED AS EROSION CONTROL MATERIAL.
AutoCAD SHX Text ONTRACTOR SHALL PROVIDE AN EROSION CONTROL PLAN PRIOR TO IMPLEMENTATION. IT SHALL INCLUDE A DEWATERING/DIVERSION PLAN FOR THE REYNOLDS CREEK TRIBUTARY AS NECESSARY. 6. ANY DISTURBANCE MADE OUTSIDE ROAD CORRIDORS (SUCH AS ANY DISTURBANCE MADE OUTSIDE ROAD CORRIDORS (SUCH AS STAGING AREAS) SHALL BE RESTORED. AT A MINIMUM, COMPACTED AREAS SHALL BE DECOMPACTED TO A 12" DEPTH, RECONTOURED TO MATCH NATURAL SURROUNDING GRADE, AND MULCHED WITH 2-4 INCHES OF WOOD CHIP. 7. TO AVOID INTRODUCING INVASIVE WEEDS, ALL WOOD CHIPS TO AVOID INTRODUCING INVASIVE WEEDS, ALL WOOD CHIPS SHALL BE PRODUCED FROM ON-SITE, ALREADY FELLED TIMBER.
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ALIGNMENT - L - LINE
NUMBER
L1
C1
L2
C2
L3
C3
L4
C4
L5
C5
L6
C6
L7
C7
L8
C8
L9
C9
L10
C10
L11
C45
L12
C11
L13
C12
L45
C46
L46
C13
L47
C47
STATION
0+00.0
PC 0+46.9
PI 0+50.0
PT 0+53.1
0+53.1
PC 0+98.2
PI 1+00.0
PT 1+01.7
1+01.7
PC 1+47.8
PI 1+49.9
PT 1+52.1
1+52.1
PC 1+97.7
PI 1+99.9
PT 2+02.1
2+02.1
PC 2+49.1
PI 2+49.8
PT 2+50.6
2+50.6
PC 2+92.7
PI 3+00.3
PT 3+07.9
3+07.9
PC 3+46.7
PI 3+50.8
PT 3+54.9
3+54.9
PC 3+95.9
PI 4+08.5
PT 4+20.6
4+20.6
PC 4+47.4
PI 4+57.4
PT 4+67.2
4+67.2
PC 4+91.1
PI 4+93.4
PT 4+95.8
4+95.8
PC 5+26.4
PI 5+33.6
PT 5+40.7
5+40.7
PC 5+84.8
PI 5+85.4
PT 5+85.9
5+85.9
PC 6+72.7
PI 6+74.4
PT 6+76.1
6+76.1
PC 6+90.3
PI 7+25.9
PT 7+52.2
7+52.2
PC 7+94.4
PI 8+03.7
PT 8+12.9
8+12.9
PC 8+24.0
PI 8+31.4
PT 8+38.7
NORTHING
10000.0
9992.7
9991.3
9978.9
9977.8
9962.1
9960.7
9949.0
9948.0
9939.8
9939.6
9931.0
9925.7
9906.9
9902.3
9876.8
9857.4
9832.7
9813.5
9789.6
9784.9
9754.4
9740.2
9696.9
9695.9
9610.5
9607.2
9593.4
9556.0
9552.6
9547.8
9542.9
EASTING
2000.0
2046.4
2052.3
2095.8
2099.1
2142.3
2146.5
2190.5
2194.8
2241.1
2242.5
2283.8
2297.9
2331.9
2338.7
2370.8
2385.6
2396.2
2400.3
2400.5
2400.3
2397.8
2398.6
2407.5
2407.7
2423.5
2424.2
2427.7
2472.1
2514.1
2531.9
2541.9
RADIUS
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
DELTA
7-00-00
4-00-00
5-00-00
5-00-00
1-43-59
17-21-10
9-24-13
28-16-05
22-38-37
5-21-49
16-23-27
1-11-03
3-57-32
70-56-03
21-10-59
16-48-59
TANGENT
LENGTH
46.94
6.11
45.19
3.49
46.03
4.36
45.57
4.36
47.00
1.51
42.15
15.14
38.83
8.21
40.99
24.67
26.84
19.76
23.93
4.68
30.58
14.30
44.17
1.03
86.80
3.45
14.17
61.90
42.17
18.49
11.15
14.68
BEARING
S81° 00' 00.00"E
S77° 30' 00.00"E
S74° 00' 00.00"E
S72° 00' 00.00"E
S70° 00' 00.00"E
S72° 30' 00.00"E
S75° 00' 00.00"E
S77° 30' 00.00"E
S80° 00' 00.00"E
S79° 08' 00.36"E
S78° 16' 00.73"E
S69° 35' 25.83"E
S60° 54' 50.94"E
S56° 12' 44.52"E
S51° 30' 38.11"E
S37° 22' 35.41"E
S23° 14' 32.71"E
S11° 55' 13.99"E
S0° 35' 55.27"E
S2° 04' 59.31"W
S4° 45' 53.90"W
S3° 25' 49.47"E
S11° 37' 32.84"E
S11° 02' 01.25"E
S10° 26' 29.65"E
S12° 25' 15.62"E
S14° 24' 01.59"E
S49° 52' 03.27"E
S85° 20' 04.94"E
S74° 44' 35.37"E
S64° 09' 05.80"E
S55° 44' 36.08"E
ALIGNMENT - L - LINE
NUMBER
L48
C14
L14
C15
L15
C16
L16
C17
L17
C18
L18
C19
L19
C20
L20
C21
L43
C22
L21
C23
L22
C24
L23
C25
L24
C26
L25
C27
L26
C28
L27
C29
STATION
8+38.7
PC 8+76.1
PI 8+77.3
PT 8+78.5
8+78.5
PC 9+06.4
PI 9+22.8
PT 9+38.1
9+38.1
PC 9+60.3
PI 9+70.1
PT 9+79.7
9+79.7
PC 9+95.4
PI 9+95.8
PT 9+96.2
9+96.2
PC 10+39.9
PI 10+40.9
PT 10+41.8
10+41.8
PC 10+85.3
PI 10+96.3
PT 11+07.1
11+07.1
PC 11+47.8
PI 11+47.9
PT 11+48.0
11+48.0
PC 11+88.6
PI 12+06.6
PT 12+24.2
12+24.2
PC 12+81.2
PI 12+93.3
PT 13+04.9
13+04.9
PC 13+40.5
PI 13+47.1
PT 13+53.7
13+53.7
PC 13+79.5
PI 13+97.2
PT 14+13.5
14+13.5
PC 14+42.2
PI 14+45.7
PT 14+49.2
14+49.2
PC 14+94.3
PI 14+95.6
PT 14+96.9
14+96.9
PC 15+35.0
PI 15+45.6
PT 15+55.9
15+55.9
PC 15+94.8
PI 15+95.2
PT 15+95.7
15+95.7
PC 16+39.1
PI 16+45.2
PT 16+51.3
NORTHING
9534.7
9509.4
9507.7
9489.9
9478.4
9477.0
9472.1
9465.3
9465.0
9446.6
9445.8
9429.0
9416.6
9386.4
9386.3
9356.3
9334.9
9308.9
9293.5
9264.7
9255.0
9238.7
9210.3
9182.3
9175.5
9133.1
9130.7
9095.7
9078.6
9052.1
9051.5
9021.4
EASTING
2554.0
2581.5
2583.3
2604.8
2633.7
2655.8
2674.6
2688.6
2689.3
2729.0
2730.8
2770.8
2788.5
2815.9
2816.0
2843.5
2871.6
2922.4
2940.2
2960.9
2970.0
2990.0
3007.4
3013.3
3015.2
3030.7
3031.6
3046.5
3058.4
3086.9
3087.5
3118.7
RADIUS
50.00
50.00
50.00
50.00
50.00
50.00
50.00
100.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
50.00
DELTA
2-50-30
36-20-32
22-17-43
0-52-34
2-11-49
25-00-50
0-12-00
20-22-01
27-09-02
15-10-14
38-55-55
8-03-44
3-00-00
24-00-00
1-00-00
14-00-00
TANGENT
LENGTH
37.38
2.48
27.89
31.71
22.15
19.46
15.65
0.76
43.74
1.92
43.44
21.83
40.70
0.17
40.64
35.55
57.06
23.69
35.56
13.24
25.84
33.97
28.64
7.04
45.13
2.62
38.02
20.94
38.90
0.87
43.38
12.22
BEARING
S47° 20' 06.35"E
S48° 45' 21.16"E
S50° 10' 35.97"E
S68° 20' 51.76"E
S86° 31' 07.55"E
S75° 22' 15.90"E
S64° 13' 24.25"E
S64° 39' 41.29"E
S65° 05' 58.34"E
S66° 11' 52.88"E
S67° 17' 47.42"E
S54° 47' 22.54"E
S42° 16' 57.66"E
S42° 22' 57.55"E
S42° 28' 57.44"E
S52° 39' 58.13"E
S62° 50' 58.82"E
S49° 16' 27.82"E
S35° 41' 56.82"E
S43° 17' 04.03"E
S50° 52' 11.25"E
S31° 24' 13.57"E
S11° 56' 15.90"E
S15° 58' 07.95"E
S20° 00' 00.00"E
S21° 30' 00.00"E
S23° 00' 00.00"E
S35° 00' 00.00"E
S47° 00' 00.00"E
S46° 30' 00.00"E
S46° 00' 00.00"E
S39° 00' 00.00"E
ALIGNMENT - L - LINE
NUMBER
L28
C30
L29
C31
L30
C32
L31
C33
L32
C34
L33
C35
L44
C36
L34
C37
L35
C38
L36
C39
L37
C40
L38
C41
L39
C42
L40
C43
L41
C44
L42
STATION
16+51.3
PC 16+92.5
PI 16+95.1
PT 16+97.7
16+97.7
PC 17+40.2
PI 17+45.0
PT 17+49.8
17+49.8
PC 17+55.2
PI 17+94.9
PT 18+22.3
18+22.3
PC 18+39.2
PI 18+53.9
PT 18+68.3
18+68.3
PC 18+74.9
PI 18+83.4
PT 18+92.0
18+92.0
PC 19+24.6
PI 19+33.3
PT 19+42.0
19+42.0
PC 20+73.0
PI 20+82.9
PT 20+92.8
20+92.8
PC 21+09.0
PI 21+32.8
PT 21+53.5
21+53.5
PC 21+68.2
PI 21+79.6
PT 21+90.9
21+90.9
PC 22+08.1
PI 22+29.4
PT 22+50.0
22+50.0
PC 22+62.8
PI 22+78.7
PT 22+94.3
22+94.3
PC 23+10.7
PI 23+28.4
PT 23+45.6
23+45.6
PC 23+60.3
PI 23+77.9
PT 23+95.2
23+95.2
PC 24+18.3
PI 24+27.5
PT 24+36.6
24+36.6
PC 24+50.8
PI 24+77.4
PT 24+99.6
24+99.6
NORTHING
9011.9
8977.0
8972.7
8939.2
8932.3
8928.7
8926.0
8935.9
8957.1
8962.7
8977.9
9008.2
9023.9
9138.8
9155.1
9167.6
9185.4
9185.2
9187.3
9190.9
9190.9
9188.2
9177.0
9168.8
9146.5
9135.2
9105.2
9083.5
9067.2
9055.4
9033.4
EASTING
3126.4
3148.2
3151.2
3177.4
3184.0
3188.0
3250.2
3263.8
3283.5
3287.0
3294.7
3306.9
3314.4
3377.2
3388.3
3398.8
3437.9
3452.6
3475.1
3492.0
3533.6
3546.2
3575.4
3589.6
3616.2
3625.7
3643.0
3650.9
3659.2
3667.1
3708.6
RADIUS
50.00
50.00
50.00
75.00
100.00
150.00
100.00
50.00
100.00
100.00
100.00
100.00
100.00
75.00
50.00
DELTA
6-00-00
11-00-00
76-59-11
22-12-46
9-48-04
6-39-56
11-20-04
51-00-00
13-00-00
24-00-00
18-00-00
20-00-00
20-00-00
14-00-00
56-00-00
TANGENT
LENGTH
41.18
5.24
42.50
9.60
5.36
67.18
16.84
29.08
6.60
17.11
32.63
17.45
130.94
19.78
16.23
44.51
14.67
22.69
17.26
41.89
12.84
31.42
16.47
34.91
14.67
34.91
23.10
18.33
14.14
48.87
23.35
BEARING
S32° 00' 00.00"E
S35° 00' 00.00"E
S38° 00' 00.00"E
S43° 30' 00.00"E
S49° 00' 00.00"E
S87° 29' 35.41"E
N54° 00' 49.19"E
N42° 54' 26.36"E
N31° 48' 03.52"E
N26° 54' 01.76"E
N22° 00' 00.00"E
N25° 19' 58.20"E
N28° 39' 56.39"E
N34° 19' 58.20"E
N40° 00' 00.00"E
N65° 30' 00.00"E
S89° 00' 00.00"E
N84° 30' 00.00"E
N78° 00' 00.00"E
N90° 00' 00.00"E
S78° 00' 00.00"E
S69° 00' 00.00"E
S60° 00' 00.00"E
S50° 00' 00.00"E
S40° 00' 00.00"E
S30° 00' 00.00"E
S20° 00' 00.00"E
S27° 00' 00.00"E
S34° 00' 00.00"E
S62° 00' 00.00"E
N90° 00' 00.00"E
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
7/2 3/2
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TO
CAMP CONCORD
BIKE TRAIL
LAKE TAHOE BASIN
MANAGEMENT UNIT
CONSTRUCTION
SURVEY CONTROL
HORIZONTAL
COORDINATE
GEOMOTERY
05/15/2020
T. MERTEN
T. MERTEN
X.XXX
G1-4.0 004 013
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CENTERLINE
F
10.4
26.4
:1
W2
RP
C1.9
C9.8
21.8
1:1
C
9.8
21.8
1:1
D
C
1.3
RP
CUT SLOPE STAKE FILL SLOPE STAKE
REFERENCE STAKE
REFERENCE STAKE
RP
F1.2
F10.4
26.6
:1
W2
FACE TOWARD
BEGINNING STATION
OF PROJECT
FACE TOWARD
CENTERLINE
FACE TOWARD
CENTERLINE
RP
2"
PAINTED TOP 2 INCHES
AS ORANGE GLOW
TOPS.
NOTE ANY CHANGE TO BASIC
ROAD TEMPLET: CURVE
WIDENING, FILL WIDENING
OR SUPER ELVATION
36"
24"
18"
Bike Trail Template - LOS 2%
(Left Out Slope 2%)
Bike Trail Template - COS 2%
(Crown Out Slope 2%)
Bike Trail Template - ROS 2%
(Right Out Slope 2%)
3.64'
3.00'
6.00'6.00'
6.00'6.00'
(CUT AND FILL)
3.64'
3.00'
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
7/2 3/2
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TO
CAMP CONCORD
BIKE TRAIL
LAKE TAHOE BASIN
MANAGEMENT UNIT
CONSTRUCTION
SURVEY CONTROL
STAKING
TYPICAL
05/15/2020
T. MERTEN
T. MERTEN
X.XXX
G1-4.1 005 013
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EXISTING
GROUND
TREAD WIDTH
BASE COURSE
DEPTH
COMPACTED
BASE COURSE
TREAD WIDTH
OUTSLOPE 2%
TREAD WIDTH
EXISTING
GROUND
EXISTING
GROUND
EXCAVATED SECTION RAISED SECTION
OUTSLOPED SECTION
SURFACE
COURSE
DEPTH
SURFACE
COURSE
DEPTH
A
B C
SURFACE
COURSE
DEPTH
SHOULDER
WIDTH
SHOULDER
WIDTH
SHOULDER
WIDTH
SHOULDER
WIDTH
SHOULDER
WIDTH
SHOULDER
WIDTH
SURFACING SECTIONS
7.28' X
TYPE
SECTION
COMMENTS
STATIONS (BOP) 0+00 - 9+00
TYPE
SURFACE COURSE MATERIAL TYPE
MATERIAL COMMENTS
X S1
S2
S3
S4
AGGREGATE
PITRUN
CLAY
S5 X
LOS
WOODCHIPS
TYPE
PITRUN
BASE COURSE MATERIAL TYPE
MATERIAL COMMENTS
X B1
B2
B3
AGGREGATE
GRADATION
3/4" (E)
X
X
X
X
X
GRADATION
X
2% S
LO
PE
COMPACTED
SURFACE
COURSE
COMPACTED
SURFACE
COURSE
COMPACTED
SURFACE
COURSE
WIDTH
TREAD
S4"
SHOULDER WIDTH
UPHILL DOWNHILL
X
SURFACE COURSE
TYPE DEPTH
2 4"
BASE COURSE
TYPE DEPTH
N/A WHEN NOT APPLICABLE
TYPE
GEOTEXTILE
NA
COMPACTED
BASE COURSE
BASE
COURSE
DEPTH
GEOTEXTILE
WHEN SPECIFIED
OUTSLOPE 2 %
COMPACTED
BASE COURSE
BASE
COURSE
DEPTH
GEOTEXTILE
WHEN SPECIFIED
S L O
P E
GEOTEXTILE
WHEN SPECIFIED
BACKFILL WITH
SUITABLE MATERIAL
NOTE:
1. CONSERVE TOPSOIL AND DUFF PER FP-14
SECTION 204.05 AND PAYMENT SHALL BE
CONSIDERED INCIDENTAL PER 204.13
2. COMPACT BACKFILL PER FP-14 SECTION 204.
3. SEE SLOPE STAKING REPORT FOR TOP OF SUB
GRADE GEOMETRY AND OFFSETS.
ID
TYPICAL
SEE SECTION B AND FSSS SPECIFICATION
X
7.28' X STATIONS 9+00 - 10+00COS S4"X 2 4"NA X
7.28' X STATIONS 10+00 - 17+00ROS S4"X 2 4"NA X
7.28' X STATIONS 17+00 - 17+50COS S4"X 2 4"NA X
7.28' X
STATIONS 17+50 - 25+33 (EOP)
LOS S4"X 2 4"NA 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
7/2 3/2
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SPRING CREEK
TO
CAMP CONCORD
BIKE TRAIL
LAKE TAHOE BASIN
MANAGEMENT UNIT
DESIGN CROSS
SECTIONS
TYPICAL
SURFACING
05/15/2020
T. MERTEN
T. MERTEN
X.XXX
G2-1.0 006 013
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RAISED SECTION - NO SHOULDERS
OUTSLOPE 2%
SURFACING
DEPTH
BASE COURSE
DEPTH
GEOTEXTILE
WHEN SPECIFIED
BASE
COURSE
DEPTH
SURFACING
DEPTH
OUTSLOPE 2%
RAISED SECTION - WITH SHOULDERS
COMPACTED
BASE COURSE
COMPACTED
HARDENED
SURFACE
COURSE
B
C
TREAD WIDTH
BASE COURSE WIDTH
TREAD WIDTHSHOULDER
WIDTH
SHOULDER
WIDTH
BASE COURSE WIDTH
COMPACTED
BASE COURSE
EXISTING
GROUND
BASE COURSE
DEPTH
COMPACTED
BASE COURSE
TREAD WIDTH
EXISTING
GROUND
RAISED SECTION
D
SURFACE
COURSE
DEPTH
SHOULDER
WIDTH
SHOULDER
WIDTH
HARDENED SURFACING SECTIONS
X X
TYPE
SECTION
COMMENTS
X
RAINBOW TRAIL, SEE SECTION B
TYPE
HARDENED SURFACE COURSE MATERIAL TYPE
MATERIAL COMMENTS
X
HS1
HS2
HS3
HS4
COLD ASPHALT
HOT ASPHALT
WARM ASPHALT
HS6
X
BST - CHIP SEAL
TYPE
PITRUN
BASE COURSE MATERIAL TYPE
MATERIAL COMMENTS
X B1
B2
B3
AGGREGATE
GRADATION
X
X
X
X
X
X
GRADATION
X
X
X
S L O
P E
S L O
P E
COMPACTED HARDENED
SURFACE COURSE
WIDTH
TREAD
HSXX
SHOULDER WIDTH
UPHILL DOWNHILL
X
SURFACE COURSE
TYPE DEPTH
B X X
BASE COURSE
TYPE DEPTH
HS5 STABILIZED AGGREGATE
X
N/A WHEN NOT APPLICABLE
COMPACTED HARDENED
SURFACE COURSE
EXISTING
GROUND
TREAD WIDTH
EXCAVATED SECTION
SURFACE COURSE
DEPTH
A
SHOULDER
WIDTH
SHOULDER
WIDTH
COMPACTED
HARDENED
SURFACE
COURSE
OUTSLOPE 2%
COMPACTED
BASE
COURSE
BASE
COURSE
DEPTH
GEOTEXTILE
WHEN SPECIFIED
BASE COURSE WIDTH
CONCRETE
HS7
X
GEOTEXTILE
WHEN SPECIFIED
BASE COURSE WIDTH
GEOTEXTILE
WHEN SPECIFIED
X
TYPE
GEOTEXTILE
BACKFILL WITH
SUITABLE MATERIAL
BACKFILL WITH
SUITABLE MATERIAL
TYPICAL SIDEWALK SECTION
ID
TYPICAL
HARDENED
EXISTING
GROUND
NOTE:
1. CONSERVE TOPSOIL AND DUFF PER FP-14
SECTION 204.05 AND PAYMENT SHALL BE
CONSIDERED INCIDENTAL PER 204.13
2. COMPACT BACKFILL PER FP-14 SECTION 204.
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
7/2 3/2
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SPRING CREEK
TO
CAMP CONCORD
BIKE TRAIL
LAKE TAHOE BASIN
MANAGEMENT UNIT
DESIGN CROSS
SECTIONS
TYPICAL
HARDENED SURFACING
05/15/2020
T. MERTEN
T. MERTEN
X.XXX
G2-1 007 013
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L
E V
A T
I O
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F
E E
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E L
E V
A T
I O
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F
E E
T
STATION (FEET)
ALIGNMENT - L - LINE PROFILE
-0+15 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00
V C
S
T A
E
V
A
E
V
PVI STA: 0+75.00
PVI ELEV: 100.39
K: 21.81
LVC: 65.00
A
E
V
A
E
V
PVI STA: 3+25.00
PVI ELEV: 109.14
K: 127.17
LVC: 125.00
S T
A
E L
E V
0.52%
.5
0 3
L
L
L3
L
L
L
L
L
L
L
L
C
C2 C
C
C
C6
C
C
C
C
705.02
8' X 5' X 2'
(TYP)
PRELIMINARY LAYOUT
ALIGNMENT
STAGING AREA LIMITS
STAKED BY COR
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
7/2 3/2
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SPRING CREEK
TO
CAMP CONCORD
BIKE TRAIL
LAKE TAHOE BASIN
MANAGEMENT UNIT
NEW CONSTRUCTION
PLAN STATIONS
0+00 - 4+00
01/07/2020
T. MERTEN
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X.XXX
C-1.01 008 013
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E V
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E E
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STATION (FEET)
ALIGNMENT - L - LINE PROFILE
4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00
A
E
V
A
E
V
PVI STA: 4+96.35
PVI ELEV: 116.82
K: 30.33
LVC: 75.00
2.0 1%
L
L
L
L
L
L
L
L
L
L
L
L
L
C
C
C
C
C
C
C
C
C
C
C
C
C
PRELIMINARY LAYOUT
ALIGNMENT
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
7/2 3/2
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SPRING CREEK
TO
CAMP CONCORD
BIKE TRAIL
LAKE TAHOE BASIN
MANAGEMENT UNIT
NEW CONSTRUCTION
PLAN STATIONS
4+00 - 8+00
01/07/2020
T. MERTEN
T. MERTEN
X.XXX
C-1.02 009 013
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STATION (FEET)
ALIGNMENT - L - LINE PROFILE
8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50
A
E
V
A
E
V
PVI STA: 11+51.18
PVI ELEV: 135.31
K: 63.34
LVC: 125.00
A
E
V
A
E
V
PVI STA: 8+79.75
PVI ELEV: 124.53
K: 45.85
LVC: 90.00
.9
0 1
L
L
L
L
L
L
L
L
L
L
L
L
C
C
C
C
C
C
C19
C
C
C
C47
705.02
8' X 5' X 2'
(TYP)
APPROXIMATE
CHANNEL
BOTTOM
PRELIMINARY ALIGNMENT
LAYOUT
705.02 - RIPRAP
TOP LIMITS SHALL BE
ROADWAY SHOULDER
AND BOTTOM LIMITS
APPROVED BY COR
602.05 - 36" X 50' CMP
SEE SECTION B
END SECTIONS ONLY IF ORDERED BY CO IN WRITING
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
7/2 3/2
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G;
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PACIFIC SOUTHWEST REGION
SPRING CREEK
TO
CAMP CONCORD
BIKE TRAIL
LAKE TAHOE BASIN
MANAGEMENT UNIT
NEW CONSTRUCTION
PLAN STATIONS
8+00 - 12+00
01/07/2020
T. MERTEN
T. MERTEN
X.XXX
C-1.03 010 013
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E
V A
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F
E E
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E L E
V A
T I O
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F
E E
T
STATION (FEET)
ALIGNMENT - L - LINE PROFILE
12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00
A
E
V
PVI STA: 11+51.18
PVI ELEV: 135.31
K: 63.34
LVC: 125.00
A
E
V
A
E
V
PVI STA: 14+49.20
PVI ELEV: 141.28
K: 21.22
LVC: 50.00
2.0 0%
L
L21
L
L
L
L
L
L
L
L29
L
L
C
C
C
C
C
C
C27
C
C29
C 30 C
STAGING AREA LIMITS
STAKED BY COR
PRELIMINARY LAYOUT
ALIGNMENT
PRELIMINARY ALIGNMENT
LAYOUT
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
7/2 3/2
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T_
.19
.20
.D W
G;
R5
PACIFIC SOUTHWEST REGION
SPRING CREEK
TO
CAMP CONCORD
BIKE TRAIL
LAKE TAHOE BASIN
MANAGEMENT UNIT
NEW CONSTRUCTION
PLAN STATIONS
12+00 - 16+00
01/07/2020
T. MERTEN
T. MERTEN
X.XXX
C-1.04 011 013
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E
V A
T I O
N
F
E E
T
E L E
V A
T I O
N
F
E E
T
STATION (FEET)
ALIGNMENT - L - LINE PROFILE
16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00
17+00
L
L
L
L
L
L
L
L
L
L
C
C
C
C
C
C
C
C
C
C
705.02
8' X 5' X 2'
(TYP)
PRELIMINARY LAYOUT
ALIGNMENT
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
7/2 3/2
0 1 4:
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TL
OW
ES
T_
.19
.20
.D W
G;
R5
PACIFIC SOUTHWEST REGION
SPRING CREEK
TO
CAMP CONCORD
BIKE TRAIL
LAKE TAHOE BASIN
MANAGEMENT UNIT
NEW CONSTRUCTION
PLAN STATIONS
16+00 - 20+00
01/07/2020
T. MERTEN
T. MERTEN
X.XXX
C-1.05 012 013
AutoCAD SHX Text F
AutoCAD SHX Text O
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E
V A
T I O
N
F
E E
T
E L E
V A
T I O
N
F
E E
T
STATION (FEET)
ALIGNMENT - L - LINE PROFILE
20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+23
S T
A
E L E
V
A
E
V
A
E
V
PVI STA: 20+78.59
PVI ELEV: 168.69
K: 7.28
LVC: 50.00
A
E
V
A
E
V
PVI STA: 21+70.05
PVI ELEV: 166.40
K: 47.49
LVC: 85.00
A
E
V
A
E
V
PVI STA: 24+52.52
PVI ELEV: 154.25
K: 271.06
LVC: 75.00
-2 .5
.0
20+50
L
L
L
L
L
L
L
L
L
C
C
C
C
C
C
C
C
C44
SMOOTH AND LEVEL INTERSECTION
WITH EXISTING ROADWAY TO BE
APPROVED BY COR
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
7/2 3/2
0 1 4:
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\N
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AI
L_
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ES
TL
OW
ES
T_
.19
.20
.D W
G;
R5
PACIFIC SOUTHWEST REGION
SPRING CREEK
TO
CAMP CONCORD
BIKE TRAIL
LAKE TAHOE BASIN
MANAGEMENT UNIT
NEW CONSTRUCTION
PLAN STATIONS
20+00 - 25+23
01/07/2020
T. MERTEN
T. MERTEN
X.XXX
C-1.06 013 13
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| Sheets and Views |
| NewTrail_LongestLowest_05.19.2020-Lipstick |
| OLE1 |
| NewTrail_LongestLowest_05.19.2020-G1.2 |
| OLE1 |
| NewTrail_LongestLowest_05.19.2020-G1.3 |
| OLE1 |
| NewTrail_LongestLowest_05.19.2020-G1.4.0 |
| OLE1 |
| NewTrail_LongestLowest_05.19.2020-G1.4.1 |
| OLE1 |
| NewTrail_LongestLowest_05.19.2020-G2.1.0 |
| OLE1 |
| NewTrail_LongestLowest_05.19.2020-G2.1 |
| OLE1 |
| NewTrail_LongestLowest_05.19.2020-C1.1 |
| OLE1 |
| NewTrail_LongestLowest_05.19.2020-C1.2 |
| OLE1 |
| NewTrail_LongestLowest_05.19.2020-C1.3 |
| OLE1 |
| NewTrail_LongestLowest_05.19.2020-C1.4 |
| OLE1 |
| NewTrail_LongestLowest_05.19.2020-C1.5 |
| OLE1 |
| NewTrail_LongestLowest_05.19.2020-C1.6 |
| OLE1 |
| NewTrail_LongestLowest_05.19.2020-G1.2.pdf |
| Sheets and Views |
| G1.2 |
| OLE1 |
| 2020-07-24T15:48:56-0700 | |
| MICHAEL GABOR |
| 2020-07-28T14:16:53-0700 | |
| Matthew Jedra |
| 2020-07-28T14:25:08-0700 | |
| DANELLE HARRISON |
File details come from the government source that posted it. Updated .