3. Chimney Beach Parking Lot Drawings and Plans.pdf

PDF 4 MB Posted May 11, 2023

Attached to: 127EAW23R0024 - Chimney Beach Parking Lot
Solicitation number: 127EAW23R0024
Issued by: Department of Agriculture Forest Service

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Written by GovTribe AI · Dec 28, 2023

This solicitation is for a construction project to upgrade the Chimney Beach Parking Lot located in the Lake Tahoe Basin Management Unit. The project has an estimated value between $1,000,000 and $5,000,000 and has been set aside for total small business. Proposals are due by May 30, 2023 and all requests for information must be submitted to the contracting officer by that date. A pre-proposal site visit will not be held but the project location is open to the public for prospective offerors to view. The selected contractor will be required to complete upgrades to the parking lot, including improvements to the upper and lower loops, decommissioning of existing areas, installation of storm drainage, construction of sidewalks and details. The Department of Agriculture Forest Service is the contracting agency.

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6. RFI Form.docx	DOCX document	May 11, 2023
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5. Davis-Bacon Act WD # NV20230013.pdf	PDF	May 11, 2023
4. Fire Plan.pdf	PDF	May 11, 2023
1. Statement of Work.pdf	PDF	May 11, 2023
127EAW23R0024 - Chimney Beach Parking Lot.pdf	PDF	May 11, 2023

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o-------

United States Department of Agriculture

Forest Service

(ROS) PACIFIC SOUTHWEST REGION

LAKE TAHOE BASIN MANAGEMENT UNIT

WASHOE COUNTY,NEVADA

TOWNSHIP 15 NORTH, RANGE 18 EAST, SECTION 14

CHIMNEY BEACH TRAIL HEAD

PARKING LOT UPGRADES PROJECT

SOUTHERN

fl'fJl/t,OMCO�

VICINITY MAP

TRAVEL DIRECTIONS:

FROM THE 35 COLLEGE DR. LAKE TAHOE BASIN MANAGEMENT UNIT

SUPERVISOR'S OFFICE: TRAVEL NORTHEAST ON COLLEGE AYE

TOWARD AL TAHOE BLVD FOR 305 FEET. CONTINUE NORTHEAST ON

JOHNSON BLVD FOR 1.0 MILES. TURN RIGHT ONTO US HIGHWAY 50

FOR 14.1 MILES. TURN LEFT ONTO HIGHWAY 28 FOR 5.3 MILES. TURN

RIGHT ONTO CHIMNEY BEACH TRAIL HEAD ROAD.

PROJECT LOCATION 39.16775

N 119.92699

INDEX OF SHEETS

SHEET SHEET TITLE

G-01 COVER SHEET

G-02 GENERAL NOTES

C-01 SITE OVERVIEW AND FEATURES

C-02 UPPER LOOP PLAN

C-03 LOWER LOOP PLAN

C-04 DECOMMISSIONING

C-05 UPPER LOOP PROFILE 0+00 - 5+00

C-06 UPPER LOOP PROFILE 5+00 - 10+15

C-07 LOWER LOOP PROFILE

C-08 STORM DRAIN PLAN AND PROFILE

D-01 ROAD AND BASIN DETAILS

D-02 SIDEWALK AND ROCKERY DETAILS

D-03 EROSION CONTROL DETAILS

D-04 SIGN DETAILS

D-05 DRAINAGE INLET DETAILS

D-06 DRAINAGE INLET DETAILS

0-07 FLARED END SECTION DETAILS

0-08 REINFORCED CONCRETE PIPE DETAILS

D-09 REINFORCED CONCRETE PIPE DETAILS

D-10 GATE DETAILS

D-11 UTILITY POLE/SLOPE STABILIZATION

DATE PRINTED 3/6/2023

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER DATE

FOREST RECREATION STAFF DATE

FOREST SUPERVISOR DATE

G1 SHEET 001 OF 021

undefined:
SHEET TITLE:
COVER SHEET:
GENERAL NOTES:
UPPER LOOP PLAN:
LOWER LOOP PLAN:
DECOMMISSIONING:
LOWER LOOP PROFILE:
ROAD AND BASIN DETAILS:
undefined_2:
SIGN DETAILS:
DRAINAGE INLET DETAILS:
DRAINAGE INLET DETAILS_2:
GATE DETAILS:
FOREST ENGINEER:
FOREST RECREATION STAFF DATE:
FOREST SUPERVISOR:
PROJECT IAME CHIMNEY BEACH TRAIL HEAD PARKING LOT UPGRADES PROJECT LAKE TAHOE BASIN MANAGEMENT UNIT:
DRAWING TITLE GENERAL NOTES:
DATE 362023:
ARCHIVE NOC CHIMNEY COVERdwg:
DESIGNER MTA:
DRAWN MTA:
DWG SHEET NO G02:
CHECKED MG:
PROJECT NO:
L:
undefined_3:
undefined_4:
undefined_5:
NDOT RW TY:
undefined_6:
undefined_7:
undefined_8:
CHIMNEY BEACH PARKING PROJECT NAME LAKE TAHOE BASIN MANAGEMENT UNIT:
HATCH 4 SOLID:
DATE 022023:
ARCHIVE NO:
DESIGNER MSK:
DRAWN MSK:
CHECKED MTA:
PROJECT NO_2:
undefined_9:
fill_2:
undefined_10:
PROJECT NAME CHIMNEY BEACH PARKING LAKE TAHOE BASIN MANAGEMENT UNIT:
DATE 022023_2:
ARCHIVE NO_2:
DESIGNER MSK_2:
DRAWN MSK_2:
DWG SHEET NO C02:
CHECKED MTA PROJECT NO:
STA 000 N 14738326678 E 2244309157 Az s5041 13ERow1:
undefined_11:
undefined_12:
undefined_13:
undefined_14:
undefined_15:
PROJEC AME CHIMNEY BEACH PARKING LAKE TAHOE BASIN MANAGEMENT UNIT:
DATE 022023_3:
ARCHIVE NO_3:
DESIGNER MSK_3:
DRAWN MSK_3:
DWG SHEET NO C03:
CHECKED MTA PROJECT NO_2:
undefined_16:
PROTECT EXISTIN:
undefined_17:
undefined_18:
undefined_19:
undefined_20:
PROJECT NA11E CHIMNEY BEACH PARKING LAKE TAHOE BASIN MANAGEMENT UNIT:
DRAWING TITLE DECOMMISSIONING:
DATE 022023_4:
ARCHIVE NO_4:
DESIGNER MSK_4:
DRAWN MSK_4:
CHECKED MTA PROJECT NO_3:
GRADE BREAK STA 36303:
co:
C1:
648:
647:
Row1:
Row1_2:
PROJECT NAME CHIMNEY BEACH PARKING LAKE TAHOE BASIN MANAGEMENT UNIT_2:
022023:
ARCHIVE NO_5:
DESIGNER:
DRAWN:
DWG SHEET NO C05:
CHECKED MTA PROJECT NO_4:
undefined_21:
undefined_22:
PROJECT NAME CHIMNEY BEACH PARKING LAKE TAHOE BASIN MANAGEMENT UNIT_3:
undefined_23:
DESIGN SURF ACE ELEVATION TYP:
undefined_24:
EXISTING CEN ERLINE:
ELEVA TIO TYP:
ELEVA TIO TYPRow1:
Row1_3:
undefined_25:
POINT TYP:
DATE 022023_5:
ARCHIVE NO_6:
DESIGNER MSK_5:
DRAWN MSK_5:
DWG SHEET NO C06:
ELEVATION TYP:
PROJECT NAME CHIMNEY BEACH PARKING LAKE TAHOE BASIN MANAGEMENT UNIT_4:
022023_2:
140 1 40:
undefined_26:
undefined_27:
undefined_28:
351:
Row1_4:
ARCHIVE NO_7:
DESIGNER_2:
DRAWN_2:
DWG SHEET NO C07:
644X1J11114JL4¼I:
Row1_5:
Row1_6:
undefined_29:
140:
6480 r:
undefined_30:
undefined_31:
DATE 228202:
DESIGNER MTA_2:
DRAWN MTA_2:
DWG SHEET NO C08:
WIDTH PER PLAN:
undefined_32:
2 o:
ROCK LINED CHANNELNTS:
PROJECT NAME CHIMNEY BEACH TRAIL HEAD PARKING LOT UPGRADES PROJECT LAKE TAHOE BASIN MANAGEMENT UNIT:
DATE 632023:
ARCHIVE NO CHIMNEY detailsdwg:
XISTING GRDUN:
DESIGNER MTA_3:
DRAWN MTA_3:
DWG SHEET NO D1:
CHECKED MG PROJECT NO:
12:
12_2:
12_3:
undefined_33:
2 MAX SLOPE:
1 a e1iDmmlim:
Row1_7:
Row2:
888 8B 888:
COMPACTED SUBGRADE 95 RELATIVE COMPACTION:
CONCRETE SIDEWALK:
PROJECT NAME CHIMNEY BEACH TRAIL HEAD PARKING LOT UPGRADES PROJECT LAKE TAHOE BASIN MANAGEMENT UNIT_2:
1 V2H SLOPE:
undefined_34:
BASE ROCK:
DATE 632023_2:
ARCHIVE NO CHIMNEY detailsdwg_2:
DESIGNER MTA_4:
DRAWN MTA_4:
DWG SHEET NO D2:
CHECKED MG_2:
ROLL:
undefined_35:
undefined_36:
PROJECT NAME CHIMNEY BEACH TRAIL HEAD PARKING LOT UPGRADES PROJECT LAKE TAHOE BASIN MANAGEMENT UNIT_3:
TREE PROTECTION:
DATE 632023_3:
ARCHIVE NO CHIMNEY detailsdwg_3:
DESIGNER MTA_5:
DRAWN MTA_5:
DWG SHEET NO D3:
CHECKED MG_3:
PROJECT NO_3:
16:
0:
WI THIN SIDEWALK OF ASPHALT:
f:
MANAGEMENT UNIT:
SIGN DETAILS_2:
DATE 632023_4:
ARCHIVE NO CHIMNEY detailsdwg_4:
CHIMNEY detailsdwg:
DRAWN MTA_6:
DWG SHEET NO D4:
undefined_37:
WALL Reinf 1 1 1:
TABLE ARow1:
A16:
A18:
T5:
Height of curb opening will vary with:
and the:
DATE 632023_5:
ARCHIVE NO CHIMNEY detailsdwg_5:
DESIGNER MTA_6:
DRAWN MTA_7:
DWG SHEET NO D5:
CHECKED:
fill_10:
Row1_8:
34 1:
34 2:
GUTTERDEPRE:
NORMAL CH:
11158 Ui 1 NORMAL CH GUTTERDEPRE S SIO N NORMAL CH 312 BAR X 1 TYPE 249 2 Clear spacing Use in locations off the roadbed on all types of highways RECTANGULAR GRATE DETAILS See table below TYPE 24 GRATE 21 TYPE 18 GRATE 17 o Typ 14 L4 X 3 x 14 14 i1TYP E 2 4 GRATE 20 TYPE 18 GRATE 16 tL4 x 3 x 14 D 4o 3o GRATE 30 OPENING PROFILE TOP OF CURB CH tCH 4 Min ALTERNATIVE GUTTER LINE FOR LOCATIONS AT CURB RETURN TYPICAL FRAME X 347 8 3 16 CROSS SECTION Thru frame 34 3538 SEE DETAIL D LONGITUDINAL SECTION Thru frame and grate RECTANGULAR FRAME DETAILS PLAN TYPE GO AND G1 THRU G6 INLETS ON GRADE NOTES 1 Grote type numbers refer to approximate width of grate in inches and number of bars respectively 2 Rounded top of bars optional on all grates 3 Pipe inlets with a grate shall be placed so that bars parallel direction of principle surface flow 4 Complete joint penetration butt welds moy be substituted for the fillet welds on all anchors 5 Standard square hexagon round or equivolenl headed anchors moy be substituted for the right angle hooks on the anchors shown on this plon 6 Grote and frorne weights are bosed on welded grates weights of face angles steps protection bars etc are not included 7 Connect chain to grate and frame only at locations shown on the plans When chain is required do not use cost ductile iron grates NOTES For oil rectangular grates 1 W Width of depressed apron Depressed aprons shall be 4o on shoulder and 40 to 60 in city street gutters unless otherwise shown D Gutter depression The gutter depression shall be 114 for shoulder and 114 to 3 in city street gutter or locations outside of shoulder unless otherwise shown CH Curb Height Straight grade downward slope Gutter or shoulders direction of flow 2 Gutter depressions shall be 8 thick 3 Establish curb opening height ot of grate 4 Details shown for concrete pavement When hot mix asphalt pavement is used corners to be cut off as shown on Detail of Hat Mix Asphalt Pavement midpoint ADAPTED FROM CAL TRANS STANDARD PLANS 2022:
PROJECT NAME CHIMNEY BEACH TRAIL HEAD PARKING LOT UPGRADES PROJECT LAKE TAHOE BASIN MANAGEMENT UNIT11158 Ui 1 NORMAL CH GUTTERDEPRE S SIO N NORMAL CH 312 BAR X 1 TYPE 249 2 Clear spacing Use in locations off the roadbed on all types of highways RECTANGULAR GRATE DETAILS See table below TYPE 24 GRATE 21 TYPE 18 GRATE 17 o Typ 14 L4 X 3 x 14 14 i1TYP E 2 4 GRATE 20 TYPE 18 GRATE 16 tL4 x 3 x 14 D 4o 3o GRATE 30 OPENING PROFILE TOP OF CURB CH tCH 4 Min ALTERNATIVE GUTTER LINE FOR LOCATIONS AT CURB RETURN TYPICAL FRAME X 347 8 3 16 CROSS SECTION Thru frame 34 3538 SEE DETAIL D LONGITUDINAL SECTION Thru frame and grate RECTANGULAR FRAME DETAILS PLAN TYPE GO AND G1 THRU G6 INLETS ON GRADE NOTES 1 Grote type numbers refer to approximate width of grate in inches and number of bars respectively 2 Rounded top of bars optional on all grates 3 Pipe inlets with a grate shall be placed so that bars parallel direction of principle surface flow 4 Complete joint penetration butt welds moy be substituted for the fillet welds on all anchors 5 Standard square hexagon round or equivolenl headed anchors moy be substituted for the right angle hooks on the anchors shown on this plon 6 Grote and frorne weights are bosed on welded grates weights of face angles steps protection bars etc are not included 7 Connect chain to grate and frame only at locations shown on the plans When chain is required do not use cost ductile iron grates NOTES For oil rectangular grates 1 W Width of depressed apron Depressed aprons shall be 4o on shoulder and 40 to 60 in city street gutters unless otherwise shown D Gutter depression The gutter depression shall be 114 for shoulder and 114 to 3 in city street gutter or locations outside of shoulder unless otherwise shown CH Curb Height Straight grade downward slope Gutter or shoulders direction of flow 2 Gutter depressions shall be 8 thick 3 Establish curb opening height ot of grate 4 Details shown for concrete pavement When hot mix asphalt pavement is used corners to be cut off as shown on Detail of Hat Mix Asphalt Pavement midpoint ADAPTED FROM CAL TRANS STANDARD PLANS 2022:
11158 Ui 1 NORMAL CH GUTTERDEPRE S SIO N NORMAL CH 312 BAR X 1 TYPE 249 2 Clear spacing Use in locations off the roadbed on all types of highways RECTANGULAR GRATE DETAILS See table below TYPE 24 GRATE 21 TYPE 18 GRATE 17 o Typ 14 L4 X 3 x 14 14 i1TYP E 2 4 GRATE 20 TYPE 18 GRATE 16 tL4 x 3 x 14 D 4o 3o GRATE 30 OPENING PROFILE TOP OF CURB CH tCH 4 Min ALTERNATIVE GUTTER LINE FOR LOCATIONS AT CURB RETURN TYPICAL FRAME X 347 8 3 16 CROSS SECTION Thru frame 34 3538 SEE DETAIL D LONGITUDINAL SECTION Thru frame and grate RECTANGULAR FRAME DETAILS PLAN TYPE GO AND G1 THRU G6 INLETS ON GRADE NOTES 1 Grote type numbers refer to approximate width of grate in inches and number of bars respectively 2 Rounded top of bars optional on all grates 3 Pipe inlets with a grate shall be placed so that bars parallel direction of principle surface flow 4 Complete joint penetration butt welds moy be substituted for the fillet welds on all anchors 5 Standard square hexagon round or equivolenl headed anchors moy be substituted for the right angle hooks on the anchors shown on this plon 6 Grote and frorne weights are bosed on welded grates weights of face angles steps protection bars etc are not included 7 Connect chain to grate and frame only at locations shown on the plans When chain is required do not use cost ductile iron grates NOTES For oil rectangular grates 1 W Width of depressed apron Depressed aprons shall be 4o on shoulder and 40 to 60 in city street gutters unless otherwise shown D Gutter depression The gutter depression shall be 114 for shoulder and 114 to 3 in city street gutter or locations outside of shoulder unless otherwise shown CH Curb Height Straight grade downward slope Gutter or shoulders direction of flow 2 Gutter depressions shall be 8 thick 3 Establish curb opening height ot of grate 4 Details shown for concrete pavement When hot mix asphalt pavement is used corners to be cut off as shown on Detail of Hat Mix Asphalt Pavement midpoint ADAPTED FROM CAL TRANS STANDARD PLANS 2022_2:
DATE 632023_6:
ARCHIVE NO CHIMNEY detailsdwg_6:
DESIGNER MTA_7:
DRAWN MTA_8:
DWG SHEET NO D6:
CHECKED MG_4:
14:
DRAINAGE INLET DETAILSNTS:
PROJECT NO_4:
j:
ir:
i:
undefined_38:
undefined_39:
Row1_9:
w:
undefined_40:
j CD j 1 w END VIEW MINIMUM DIMENSIONS:
PROJECT NAME:
A:
D:
undefined_41:
IOp:
4:
l:
l_2:
l_3:
24:
912:
36:
40:
0 w I I J LL:
214:
13:
60:
36_2:
13_2:
314:
52:
60_2:
42:
19:
312:
53:
66:
23:
438:
56:
610:
0 0 N:
w_2:
FOR PIPE SECTION 88Row1:
I I J LL 0 0 cl:
DWG SHEET NO:
DESIGNER MTA_8:
CHECKED_2:
DWG SHEET NO D7:
undefined_42:
MG:
PROJECT NORow1:
SHEET 17 OF 21:
FLARED END SECTION DETAILS:
undefined_43:
7:
INSIDE OF PIPE:
INSIDE OF PIPE_2:
A_2:
w_3:
undefined_44:
r:
United States Department of Agriculture Forest Service ROS PACIFIC SOUTHWEST REGIONRow1:
14_2:
14_3:
34 14:
1 38:
PROJECT NAME CHIMNEY BEACH TRAIL HEAD PARKING LOT UPGRADES PROJECT LAKE TAHOE BASIN MANAGEMENT UNIT_4:
1:
r_2:
undefined_45:
Row1_10:
undefined_46:
INSIDE OF PIPE_3:
ARow1:
DATE 632023_7:
ARCHIVE NO CHIMNEY detailsdwg_7:
DESIGNER MTA_9:
DRAWN MTA_9:
DWG SHEET NO D8:
CHECKED_3:
NTcS:
PROJECT NO_5:
STRUCTURE BACKFILL CULVERT:
SOIL CEMENT BEDDING:
REINFORCED CONCRETE PIPE See Notes 1 2 7 and 10:
CLASS II 1000D:
159:
CLASS i1 1000D:
CLASS ii 1000D:
CLASS 1H 1350D:
CLASS Iii 1350D:
CLASS iii 1350D:
PROJECT NAME CHIMNEY BEACH TRAIL HEAD PARKING LOT UPGRADES PROJECT LAKE TAHOE BASIN MANAGEMENT UNIT_5:
A_3:
CLASS IV 2000D:
CLASS IV 2000D_2:
CLASS IV 2000D_3:
CLASS V 3000D:
CLASS V 3000D_2:
CLASS V 3000D_3:
See Notes 6 and 9:
See Notes 8 and 9:
DATE 632023_8:
ARCHIVE NO CHIMNEY detailsdwg_8:
DESIGNER MTA_10:
DRAWN MTA_10:
DWG SHEET NO D9:
316:
COMPRESSVE STRENGTH AND SHALL FOLLOW 316:
T:
AFTER SEffiNG:
undefined_47:
34:
16_2:
PROJECT NAME CHIMNEY BEACH TRAIL HEAD PARKING LOT UPGRADES PROJECT LAKE TAHOE BASIN MANAGEMENT UNIT_6:
DRAWING TITLE GATE DETAILS:
632023:
CHIMNEY detailsdwg_2:
DESIGNER_3:
1GATEIRsTALLAr1oN GATELocKTYP1cALcuPoNLocKPosTJ CHECKED:
DWG SHEET NO D10:
tNTSr PROJECT NO:
undefined_48:
EDGE OF ASPHALT ro o:
u I CONCRETE SMOOTH:
002:
29936 471:
UTILITY POLE DETAILNT S:
vv 20:
CUT SLOPES LESS THAN 25NTS:
56017 349 2:
11:
56948 313 2:
58009 48:
593 17 297 2:
75230 1 42 0:
76730 243 0:
0_2:
85404 3 1:
TABLE 1 ROCKERY WALL HEIGHT ROAD SHOULDER ROAD SHOULDER TOE OF FILL Cut Height STA ft Rockery Height Hlftl Area svl Cut Rockery Height Height STA ftl Hl ftl Cut Height STA ft Rockery Height H ft Area svl 110 95 2 25 0 00 550 17 527 3 33 Area svl 19 1 9366 0 43 0 00 00 1 1448 352 2 11 55517 433 333 19 1 9866 126 133 11 11936 338 2 11 56017 349 2 11 20366 209 200 II 12436 327 2 II 56517 273 2 20866 250 266 15 1 2936 325 2 11 56948 313 2 11 2 1366 283 266 15 134 36 3 26 2 11 573 02 365 2 1 1 21866 318 333 19 3936 328 2 II 57655 425 2 II 22366 353 333 19 I 4436 329 2 11 58009 48 266 1 5 22866 380 400 22 14936 331 2 11 58362 513 2 66 15 2 3366 405 400 22 I 5436 332 2 11 58817 452 266 15 23866 428 400 22 15936 328 2 11 593 17 297 2 11 24366 452 4 66 26 1 6436 307 2 11 75230 1 42 0 0 24866 475 466 26 I 6936 275 2 11 76730 243 0 0 25366 497 5 33 30 7436 244 0 00 77230 277 2 11 258 66 519 5 33 30 2 7436 216 0 00 777 30 305 2 II 26366 544 533 30 279 36 2 57 2 78230 309 2 I 1 26866 570 533 30 284 36 313 2 I I 78730 316 2 II 2 73 66 543 533 30 28936 374 2 11 79230 322 2 11 27866 477 466 26 294 36 4 22 2 66 15 79730 3 29 2 11 283 66 410 400 22 29936 471 266 15 80230 33 8 2 11 28866 343 333 19 30436 511 266 15 80730 347 2 II 29366 274 266 15 30936 543 4 22 812 30 356 2 I I 29866 280 266 15 3 1436 575 4 22 8 1634 326 2 11 30366 286 266 15 319 36 6 04 4 22 819 93 2 53 0 0 308 66 292 2 66 15 32436 587 4 22 84404 227 0 0 3 1366 299 266 15 32936 569 333 19 84904 268 11 3 1866 305 333 19 334 36 558 333 19 85404 3 1 2 II 32366 313 333 19 3 3936 550 333 19 344 36 541 3 33 1 9 34936 533 333 19 35436 524 333 19 35857 4 32 2 I 1 36215 351 2 I I 36303 2 40 0 00 45816 228 0 00 46266 307 2 11 46758 3 74 2 11 47185 442 333 19 47613 505 333 19 48040 582 333 19 48467 654 466 26 48894 718 466 26 49322 774 6 33 49749 8 19 6 33 50176 857 6 33 50603 882 6 33 5 1031 902 6 33 51458 901 6 33 5 1885 896 6 33 52312 872 6 33 52740 854 6 33 5 3 16 7 820 6 33 53594 775 6 33 54022 699 466 26 54517 612 466 26 85904 351 2 11 86404 385 2 11 86904 394 2 11 87404 411 2 11 8 7904 453 2 11 88404 495 333 19 889 04 531 3 33 19 89404 56 333 19 89904 593 4 22 904 04 629 4 22 90904 665 466 26 91404 7 01 466 26 9 1904 737 5 33 3 92394 768 533 3 92843 8 01 6 33 9 3292 8 6 33 93740 7 82 6 J3 94189 7 61 6 33 94638 726 6 33 95086 6 89 466 26 95535 645 466 26 95984 5 99 4 22 964 33 537 4 2 2 96881 476 266 15 97330 4 18 266 15 97779 351 2 11 98227 285 2 I I 986 76 219 0 0 32866 317 333 19 33366 323 3 33 19 33866 297 333 19 34366 232 266 15 34866 169 2 00 I I 35366 179 200 I I 3586 167 20 I 1 3636 043 ono 74731 043 0 00 0 75001 144 200 LI 75269 244 266 15 758 91 252 266 15 76308 1 57 200 11 76724 052 000 0 TOTALAREA 2530 SY:
PROJECT NAME CHIMNEY BEACH TRAIL HEAD PARKING LOT UPGRADES PROJECT LAKE TAHOE BASIN MANAGEMENT UNITTABLE 1 ROCKERY WALL HEIGHT ROAD SHOULDER ROAD SHOULDER TOE OF FILL Cut Height STA ft Rockery Height Hlftl Area svl Cut Rockery Height Height STA ftl Hl ftl Cut Height STA ft Rockery Height H ft Area svl 110 95 2 25 0 00 550 17 527 3 33 Area svl 19 1 9366 0 43 0 00 00 1 1448 352 2 11 55517 433 333 19 1 9866 126 133 11 11936 338 2 11 56017 349 2 11 20366 209 200 II 12436 327 2 II 56517 273 2 20866 250 266 15 1 2936 325 2 11 56948 313 2 11 2 1366 283 266 15 134 36 3 26 2 11 573 02 365 2 1 1 21866 318 333 19 3936 328 2 II 57655 425 2 II 22366 353 333 19 I 4436 329 2 11 58009 48 266 1 5 22866 380 400 22 14936 331 2 11 58362 513 2 66 15 2 3366 405 400 22 I 5436 332 2 11 58817 452 266 15 23866 428 400 22 15936 328 2 11 593 17 297 2 11 24366 452 4 66 26 1 6436 307 2 11 75230 1 42 0 0 24866 475 466 26 I 6936 275 2 11 76730 243 0 0 25366 497 5 33 30 7436 244 0 00 77230 277 2 11 258 66 519 5 33 30 2 7436 216 0 00 777 30 305 2 II 26366 544 533 30 279 36 2 57 2 78230 309 2 I 1 26866 570 533 30 284 36 313 2 I I 78730 316 2 II 2 73 66 543 533 30 28936 374 2 11 79230 322 2 11 27866 477 466 26 294 36 4 22 2 66 15 79730 3 29 2 11 283 66 410 400 22 29936 471 266 15 80230 33 8 2 11 28866 343 333 19 30436 511 266 15 80730 347 2 II 29366 274 266 15 30936 543 4 22 812 30 356 2 I I 29866 280 266 15 3 1436 575 4 22 8 1634 326 2 11 30366 286 266 15 319 36 6 04 4 22 819 93 2 53 0 0 308 66 292 2 66 15 32436 587 4 22 84404 227 0 0 3 1366 299 266 15 32936 569 333 19 84904 268 11 3 1866 305 333 19 334 36 558 333 19 85404 3 1 2 II 32366 313 333 19 3 3936 550 333 19 344 36 541 3 33 1 9 34936 533 333 19 35436 524 333 19 35857 4 32 2 I 1 36215 351 2 I I 36303 2 40 0 00 45816 228 0 00 46266 307 2 11 46758 3 74 2 11 47185 442 333 19 47613 505 333 19 48040 582 333 19 48467 654 466 26 48894 718 466 26 49322 774 6 33 49749 8 19 6 33 50176 857 6 33 50603 882 6 33 5 1031 902 6 33 51458 901 6 33 5 1885 896 6 33 52312 872 6 33 52740 854 6 33 5 3 16 7 820 6 33 53594 775 6 33 54022 699 466 26 54517 612 466 26 85904 351 2 11 86404 385 2 11 86904 394 2 11 87404 411 2 11 8 7904 453 2 11 88404 495 333 19 889 04 531 3 33 19 89404 56 333 19 89904 593 4 22 904 04 629 4 22 90904 665 466 26 91404 7 01 466 26 9 1904 737 5 33 3 92394 768 533 3 92843 8 01 6 33 9 3292 8 6 33 93740 7 82 6 J3 94189 7 61 6 33 94638 726 6 33 95086 6 89 466 26 95535 645 466 26 95984 5 99 4 22 964 33 537 4 2 2 96881 476 266 15 97330 4 18 266 15 97779 351 2 11 98227 285 2 I I 986 76 219 0 0 32866 317 333 19 33366 323 3 33 19 33866 297 333 19 34366 232 266 15 34866 169 2 00 I I 35366 179 200 I I 3586 167 20 I 1 3636 043 ono 74731 043 0 00 0 75001 144 200 LI 75269 244 266 15 758 91 252 266 15 76308 1 57 200 11 76724 052 000 0 TOTALAREA 2530 SY:
DRAWING TITLE UTILITY POLE AND SLOPE STABILIZATION DETAILSTABLE 1 ROCKERY WALL HEIGHT ROAD SHOULDER ROAD SHOULDER TOE OF FILL Cut Height STA ft Rockery Height Hlftl Area svl Cut Rockery Height Height STA ftl Hl ftl Cut Height STA ft Rockery Height H ft Area svl 110 95 2 25 0 00 550 17 527 3 33 Area svl 19 1 9366 0 43 0 00 00 1 1448 352 2 11 55517 433 333 19 1 9866 126 133 11 11936 338 2 11 56017 349 2 11 20366 209 200 II 12436 327 2 II 56517 273 2 20866 250 266 15 1 2936 325 2 11 56948 313 2 11 2 1366 283 266 15 134 36 3 26 2 11 573 02 365 2 1 1 21866 318 333 19 3936 328 2 II 57655 425 2 II 22366 353 333 19 I 4436 329 2 11 58009 48 266 1 5 22866 380 400 22 14936 331 2 11 58362 513 2 66 15 2 3366 405 400 22 I 5436 332 2 11 58817 452 266 15 23866 428 400 22 15936 328 2 11 593 17 297 2 11 24366 452 4 66 26 1 6436 307 2 11 75230 1 42 0 0 24866 475 466 26 I 6936 275 2 11 76730 243 0 0 25366 497 5 33 30 7436 244 0 00 77230 277 2 11 258 66 519 5 33 30 2 7436 216 0 00 777 30 305 2 II 26366 544 533 30 279 36 2 57 2 78230 309 2 I 1 26866 570 533 30 284 36 313 2 I I 78730 316 2 II 2 73 66 543 533 30 28936 374 2 11 79230 322 2 11 27866 477 466 26 294 36 4 22 2 66 15 79730 3 29 2 11 283 66 410 400 22 29936 471 266 15 80230 33 8 2 11 28866 343 333 19 30436 511 266 15 80730 347 2 II 29366 274 266 15 30936 543 4 22 812 30 356 2 I I 29866 280 266 15 3 1436 575 4 22 8 1634 326 2 11 30366 286 266 15 319 36 6 04 4 22 819 93 2 53 0 0 308 66 292 2 66 15 32436 587 4 22 84404 227 0 0 3 1366 299 266 15 32936 569 333 19 84904 268 11 3 1866 305 333 19 334 36 558 333 19 85404 3 1 2 II 32366 313 333 19 3 3936 550 333 19 344 36 541 3 33 1 9 34936 533 333 19 35436 524 333 19 35857 4 32 2 I 1 36215 351 2 I I 36303 2 40 0 00 45816 228 0 00 46266 307 2 11 46758 3 74 2 11 47185 442 333 19 47613 505 333 19 48040 582 333 19 48467 654 466 26 48894 718 466 26 49322 774 6 33 49749 8 19 6 33 50176 857 6 33 50603 882 6 33 5 1031 902 6 33 51458 901 6 33 5 1885 896 6 33 52312 872 6 33 52740 854 6 33 5 3 16 7 820 6 33 53594 775 6 33 54022 699 466 26 54517 612 466 26 85904 351 2 11 86404 385 2 11 86904 394 2 11 87404 411 2 11 8 7904 453 2 11 88404 495 333 19 889 04 531 3 33 19 89404 56 333 19 89904 593 4 22 904 04 629 4 22 90904 665 466 26 91404 7 01 466 26 9 1904 737 5 33 3 92394 768 533 3 92843 8 01 6 33 9 3292 8 6 33 93740 7 82 6 J3 94189 7 61 6 33 94638 726 6 33 95086 6 89 466 26 95535 645 466 26 95984 5 99 4 22 964 33 537 4 2 2 96881 476 266 15 97330 4 18 266 15 97779 351 2 11 98227 285 2 I I 986 76 219 0 0 32866 317 333 19 33366 323 3 33 19 33866 297 333 19 34366 232 266 15 34866 169 2 00 I I 35366 179 200 I I 3586 167 20 I 1 3636 043 ono 74731 043 0 00 0 75001 144 200 LI 75269 244 266 15 758 91 252 266 15 76308 1 57 200 11 76724 052 000 0 TOTALAREA 2530 SY:
DATE 632023_9:
ARCHIVE NO CHIMNEY detailsdwg_9:
DESIGNER MTA_11:
DRAWN MTA_11:
DWG SHEET NO D11:
CHECKED MG_5:
PROJECT NO_6:
NTS:
	2023-03-20T15:45:43-0700
ROSALIE HERRERA

	2023-03-20T16:04:39-0700
MICHAEL GABOR

	2023-04-07T14:09:49-0700
VICKI LANKFORD

File details come from the government source that posted it. Updated May 11, 2023.