1_nps_pp_seki_2018(3)_2020(1)_ph1_2_prelim_plans.pdf

PDF 21 MB Posted Sep 13, 2021

Attached to: CA NPS PP SEKI 2018(3) CA NPS PP SEKI 2020(1) Pavement Preservation Lassen SEKI Phase I and Pavement Preservation SEKI Phase II
Solicitation number: 69056721R000007
Issued by: Department of Transportation Federal Highway Administration

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PROJECT MANAGER

PLANS FOR PROPOSED PROJECT

SPECIFICATION:

TYPE OF CONSTRUCTION:

N.T.S.

K. GRAY

PLANS PREPARED BY

FOR

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

Resurfacing

Projects, FP-14 of Roads and Bridges on Federal Highway

Standard Specifications for Construction

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

APPROVED:

A.1

DATE:

CALIFORNIA KEY MAP

OREGON

N E V

A D

A R I Z

O N

MEXICO

ALTURAS

REDDING

STOCKTONOAKLAND

FRESNO

EUREKA

UKIAH

SANTA BARBARA

LOS ANGELES

SAN DIEGO

SACRAMENTO

SAN FRANCISCO

SAN JOSE

CRESENT CITY

BAKERSFIELD

BARSTOW

SAN LUIS

OBISPO

SALTON

SEA

GOOSE

LAKE

TAHOE

P A

C I

F I

O C

E A

MERCED

REDWOOD NP

LASSEN

VOLCANIC NP

YOSEMITE NP

SEQUOIA NP

DEATH VALLEY NP

JOSHUA TREE NPSAN BERNADINO

RIVERSIDE

CHICO

99 80

PMIS Pkg No.: 257275

KINGS CANYON

Project Location

PMIS PKG. NO 257275

CA NPS PP SEKI 2020(1)

CA NPS PP SEKI 2018(3)

SEKI PHASE I & II

PAVEMENT PRESERVATION

OPTION X 7.94 MILES & PARKING AREAS

LENGTH BASE 70.99 MILES & PARKING AREAS

DATE:

Western Federal Lands Highway Division

Chief of Engineering

CALIFORNIA

FRESNO AND TULARE COUNTIES

SEQUOIA NATIONAL FOREST (SQF)

SEQUOIA NATIONAL PARK (SEQU)

KINGS CANYON NATIONAL PARK (KICA)

NATIONAL PARK SERVICE

U.S. DEPARTMENT OF THE INTERIOR

Forest (Option X)

Sequoia National

Sequoia and Kings Canyon National Parks Superintendent, Clayton Jordon by letter

Teresa Benson by letter

Sequoia National Forest and Giant Sequoia National Monument Forest Supervisor

STATE PROJECT

A p r

M A

M J

T r a n s p o r ta ti o n

W F L P P S

E K I F

H W

A T R o a d w a y C

A D

D S h e e ts C o m b in e d P h a s e

P r o je c t\

A ti tl e s h e e t.

d g n

NUMBER

SHEET

NPS PP SEKI 2020(1)

NPS PP SEKI 2018(3)

Prel im ina ry

SemeneAC Image

Slope

Variable

Construction Limits onstruction LimitsC

Var ies

Varies

Grade varies Grade varies

For Roadway Width or Parking Lot Dimensions

See Summary Tabulation Sheets

TYPICAL SECTIONS

Existing asphalt surface

NOTE:

C.1

NO SCALE

Construction Limits Construction Limits

Grade Varies Grade Varies

Slope

Variable

Var ies

Varies

Existing asphalt surface

For Roadway Width or Parking Lot Dimensions

See Surfacing Tabulation Sheets

Fog Seal

FOG SEAL

MICRO SURFACING

TYPICAL SECTION

locations.

micro-surfacing and overlay. See section D for

4. Patch surface and seal/fill cracks prior to

3. Measure existing roadway widths as per 152.05(m) operations.

other appurtenances during all surface treatment manholes, snow pole sleeves, water valves, and all concrete and cobble stone islands, stone wall, curbs, concrete curb & gutter, concrete barriers,

2. Protect project timber curbs, asphalt curbs, stone width and extent of asphalt surface treatment.

1. Refer to Surfacing Tabulation Sheet D.1-D.10 for

Micro Surfacing, Type 2 or 3

STATE PROJECT

M a r

M A

M J

T r a n s p o r ta ti o n

W F L P P S

E K I F

H W

A T R o a d w a y C

A D

D S h e e ts C o m b in e d P h a s e

P r o je c t\

C C

T y p ic a l S e c ti o n .d g n

NUMBER

SHEET

NPS PMIS NO.: 257275

NPS PP SEKI 2020(1)

NPS PP SEKI 2018(3)

Prel im ina ry

TYPICAL SECTIONS

NOTE:

C.2

Construction Limits onstruction LimitsC

Var ies

Varies

Grade varies Grade varies

Existing asphalt surface

For Roadway or Bike Path Width

See Surfacing Tabulation Sheets

Tack Coat

locations.

micro-surfacing and overlay. See section D for

4. Patch surface and seal/fill cracks prior to

3. Measure existing roadway widths as per 152.05(m) operations.

other appurtenances during all surface treatment manholes, snow pole sleeves, water valves, and all concrete and cobble stone islands, stone wall, curbs, concrete curb & gutter, concrete barriers,

2. Protect project timber curbs, asphalt curbs, stone width and extent of asphalt surface treatment.

1. Refer to Surfacing Tabulation Sheet D.1-D.10 for

Construction Limits onstruction LimitsC

Var ies

Varies

Grade varies Grade varies

For Roadway Width

See Summary Tabulation Sheets

4" Asphalt Concrete Pavement, Type 1

Existing asphalt surface

Prime Coat, Method 1

4" Asphalt and Aggregate Base Removal

NO SCALE

ROUTE 0943

(4 INCH OVERLAY)

ASPHALT CONCRETE PAVEMENT

TYPICAL SECTION

(overlay)

1 1/2" Asphalt Concrete Pavement

ROUTE 0915CZ

(1 1/2 INCH OVERLAY)

ASPHALT CONCRETE PAVEMENT

TYPICAL SECTION

STATE PROJECT

M J

T r a n s p o r ta ti o n

W F L P P S

E K I F

H W

A T R o a d w a y C

A D

D S h e e ts C o m b in e d P h a s e

P r o je c t\

C C

T y p ic a l S e c ti o n .d g n

NUMBER

SHEET

NPS PMIS NO.: 257275

NPS PP SEKI 2020(1)

NPS PP SEKI 2018(3)

Prel im ina ry

Greater than 1"

CRACK SEALING AND FILLING

ASPHALT PAVEMENT

C.3 existing surface.

4. Force crack repair material into cracks to ensure adhesion to

3. Seal and fill cracks at locations designated by the CO.

other methods approved by the CO.

2. Remove existing sealant from cracks to be filled by routing or cracks.

Follow manufacturer's recommendations for sealing and filling

1. Prepare cracks for sealing and filling according to Section 414.

NOTE:

with existing surface

Strike off material to flush flush with the existing surface

Ensure all remaining overband is

414.06(a) and 712.01(a)(1) crack sealant. See Subsections

Seal crack with hot applied

CRACK SEALING CRACK FILLING

" to 1"4 with existing surface. See Subsection 414.06(b).

Fill crack with pre-formulated mastic material flush

STATE PROJECT

M a r

M A

M J

T r a n s p o r ta ti o n

W F L P P S

E K I F

H W

A T R o a d w a y C

A D

D S h e e ts C o m b in e d P h a s e

P r o je c t\

C C

C r a c k S e a li n g a n d F il li n g .d g n

NUMBER

SHEET

NPS PMIS NO.: 257275

NPS PP SEKI 2020(1)

NPS PP SEKI 2018(3)

Prel im ina ry to a depth of 10" base and subgrade material Remove damaged pavement, pavement Existing base course Existing

NOTE:

FULL DEPTH PATCH TYPE 2

FULL DEPTH PATCH TYPE 1

to a depth of 4" base and subgrade material Remove damaged pavement, pavement Existing base course Existing around the perimeter of the patch Tack coat according to Section 412

Fog seal

FOOTNOTE:

4" Asphalt concrete, Type II

C.4

PATCH TYPE 1 & 2 DETAILS

ASPHALT CONCRETE PAVEMENT

NO SCALE

[2] conditions encountered at time of construction.

1. Extent of patch to be determined by the CO based on to Subsection 412.04.

2. Clean existing surface prior to applying tack coat according

403.09.

3. Compact asphalt concrete, type II according to Subsection item. See Section 418.

5. All items shown within the pay limits are included in the pay

[1][1] material, according to Subsection 703.06.

Asphalt millings can be used as acceptable crushed aggregate stabilization geogrid layer according to Section 207.

of crushed aggregate and existing base course. Install For Type 1 patch, place stabilization geogrid between bottom

418.03(b) according to Subsection

Remove pavement

V a r ie s

Pay Limits

Fog seal

4" Asphalt concrete, Type II Stabilization geogrid [1] around the perimeter of the patch

Tack coat according to Section 412 to Subsection 418.04(b)

Remove pavement according

Pay Limits

6" crushed aggregate [2]

4. Fog seal surface according to Subsection 406.06.

NPS PMIS NO.: XXXXXX

STATE PROJECT

M a r

M A

M J

T r a n s p o r ta ti o n

W F L P P S

E K I F

H W

A T R o a d w a y C

A D

D S h e e ts C o m b in e d P h a s e

P r o je c t\

C C p a tc h t y p e a n d .d g n

NUMBER

SHEET

NPS PP SEKI 2020(1)

NPS PP SEKI 2018(3)

Prel im ina ry

40301-0100 40601-

40901-2000 40901-3000 41201-0000 41401-3000

41402-

41801-1000 41801-2000

FT FT

TON TON SQYD SQYD TON LNFT MILE SQYD SQYD

0010 Generals Highway Historic 73857 44.70 45.88 6,230 23.3 16,129 173

0010 (1) Pullout 73857 178

0011 Cedar Grove Road 73850 0.00 7.58 40,022 23.9 106,281 7.58 676

0011 (1) Approach, (12) Pullouts 73850 6,789 0.53

0015 Grant Grove Road 73052 0.00 4.70 24,816 26.5 73,069 1,410

0015 (7) Pullouts 73052 1,851

0205 North Side Road 73056 0.00 1.56 8,237 18.0 16,474 0.50 32

0205 (1) Pullout 73056 133

0206AZ Sheep Creek Campground Road A 73059 0.00 0.49 2,587 11.8 3,392 0.49 95

0206AZ (111) Slips 73059 4,440 0.34

0206BZ Sheep Creek Campground Road B 73059 0.00 0.47 2,482 13.8 3,806 0.47 70

0206CZ Sheep Creek Campground Road C 73059 0.00 0.07 370 14.7 604 0.07 15

0206DZ Sheep Creek Campground Road D 73059 0.00 0.08 422 12.1 567 0.08 30

0206EZ Sheep Creek Campground Road E 73059 0.00 0.11 581 11.6 749 0.11 25

0206FZ Sheep Creek Campground Road F 73059 0.00 0.14 739 13.8 1,133 0.14 108

0206GZ Sheep Creek Campground Road G 73059 0.00 0.09 475 10.2 538 0.09 18

0207AZ Sentinel Campground Road A 73060 0.00 0.60 3,168 11.8 4,154 0.60 356

0207AZ (83) Slips 73060 3,320 0.26

0207BZ Sentinel Campground Road B 73060 0.00 0.22 1,162 11.6 1,498 0.22 44

0207CZ Sentinel Campground Road C 73060 0.00 0.12 634 9.5 669 11

0207DZ Sentinel Campground Road D 73060 0.00 0.12 634 8.8 620 51

0207EZ Sentinel Campground Road E 73060 0.00 0.10 528 8.4 493 0.10 5

0209AZ Moraine Campground Road A 73063 0.00 0.61 3,221 13.2 4,724 0.61 56

0209AZ (68) Slips 73063 2,720 0.21

0209BZ Moraine Campground Road B 73063 0.00 0.10 528 11.7 686 0.10

0209CZ Moraine Campground Road C 73063 0.00 0.16 845 12.1 1,136 0.16 14

0209DZ Moraine Campground Road D 73063 0.00 0.37 1,954 12.6 2,736 0.37 40

0209EZ Moraine Campground Road E 73063 0.00 0.12 634 10.8 761 0.12 5

0209FZ Moraine Campground Road F 73063 0.00 0.13 686 11.7 892 0.13

0212 Grant Tree Road 73065 0.00 0.77 4,066 26.6 12,017 0.77 77

0212 (1) Pullout 73065 667 0.05

0216AZ Azalea Campground Road A 73066 0.00 0.27 1,426 16.9 2,678 0.27 153

0216AZ (15) Slips 73066 1,000 0.08

145.2 = Hot Asphalt Concrete (lbs/cuft) 0.43 = Emulsified Asphalt (Gal./sqyd)

0.15 = Fog Seal (Gal./sqyd) 240.0 = Emulsified Asphalt (Gal./ton)

233.0 = Fog Seal (Gal./ton) 0.10 = Tack Coat (Gal./sqyd)

233.0 = Tack Coat (Gal./ton)

J:\_Transportation\W3X71254_WFL_PP_SEKI\700FHWA\T0053\Roadway\CADD_Sheets\Combined Phase 1&2 Project\_Tabs\[SEKI_PH1_2_Proj_Sum_Shts.xlsm]KICARoad 1

NPS PP SEKI 2018(3)

NPS PP SEKI 2020(1)

ASPHALT

CONCRETE

PAVEMENT,

TYPE 1

FOG

SEAL

TACK COAT

0 0

Note: Protect curbs, curb and gutter, valves, concrete bridges, manhole covers, snow pole holders, etc.

MICRO

SURFACING,

TYPE 3

Slips cover all campground roads

PROJECT

SHEET

NO.

CA D.1

SURFACING TABULATION SHEET - BASE

STATE

MILES SQFT

CRACKS,

CLEANING

AND FILLING

CRACK,

CLEANING

AND

SEALING

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

MICRO

SURFACING,

TYPE 2

BID ITEM NUMBER

Remarks

R O

U T E N

U M

B E R

ROUTE NAME FMSS No.

MILE TO MILE

L E N

G T H

T H

Slips cover all campground roads

Treat only MP 44.70 to MP 45.88. Do not treat concrete bridge decks

Treat asphalt covered bridge deck

Crack sealing MP 1.10 to MP 1.60; treat asphalt covered bridge deck

Material Application Rates and Weights Used for Estimating Purposes

These values are for estimating purposes only and application rates and weight may change based on actual test strip and field results.

3,464260,775 16,129 0 14.45 0

TABULATION OF

SURFACING QUANTITIES

SHEET TOTAL

NPS PMIS No. 257275

39,960

1,600

61,100

16,660

3/23/21 9:53 AM

1,200

29,880

24,480

Treat the road and loop starting at the gate

6,000

KINGS CANYON NATIONAL PARK

9,000

Prel im ina ry

40901-2000 40901-3000 41201-0000 41401-3000

41402-

41801-1000 41801-2000

FT FT

TON TON SQYD SQYD TON LNFT MILE SQYD SQYD

0216BZ Azalea Campground Road B 73066 0.00 0.34 1,795 11.8 2,353 0.34 88

0216BZ (15) Slips 73066 1,067 0.08

0216CZ Azalea Campground Road C 73066 0.00 0.03 158 10.7 188 0.03 8

0216CZ (1) Slip 73066 67 0.01

0216DZ Azalea Campground Road D 73066 0.00 0.26 1,373 10.4 1,587 0.26 98

0216DZ (31) Slips 73066 1,240 0.10

0216EZ Azalea Campground Road E 73066 0.00 0.20 1,056 9.6 1,126 0.20 86

0216EZ (27) Slips 73066 1,620 0.13

0216GZ Azalea Campground Road G 73066 0.00 0.05 264 10.8 317 0.05 22

0216GZ (3) Slips 73066 160 0.01

0216HZ Azalea Campground Road H 73066 0.00 0.05 264 11.0 323 0.05 5

0216HZ (3) Slips 73066 120 0.01

0217 Crystal Springs Road 73067 0.00 0.28 1,478 21.4 3,514 16

0217 (1) Pullout 73067 83

0218AZ Crystal Springs Campground Road A 73068 0.00 0.47 2,482 19.4 5,350 0.47 193

0218AZ (20) Slips 73068 800 0.06

0218BZ Crystal Springs Campground Road B 73068 0.00 0.22 1,162 11.8 1,524 0.22 50

0218BZ (6) Slips 73068 320 0.02

0218CZ Crystal Springs Campground Road C 73068 0.00 0.21 1,109 9.3 1,146 0.21 85

0218CZ (6) Slips 73068 240 0.02

0218DZ Crystal Springs Campground Road D 73068 0.00 0.10 528 11.6 681 0.10 15

0218DZ (6) Slips 73068 240 0.02

0218EZ Crystal Springs Campground Road E 73068 0.00 0.15 792 10.8 950 0.15 40

0218EZ (12) Slips 73068 640 0.05

0220AZ Sunset Campground Road A 73069 0.00 0.50 2,640 15.5 4,547 76

0220AZ (42) Slips 73069 2,240

0220BZ Sunset Campground Road B 73069 0.00 0.41 2,165 14.2 3,416 52

0220BZ (46) Slips 73069 1,840

0220CZ Sunset Campground Road C 73069 0.00 0.05 264 14.8 434 17

0220CZ (4) Slips 73069 204

0220DZ Sunset Campground Road D 73069 0.00 0.08 422 15.8 741 35

0220DZ (14) Slips 73069 738

0220EZ Sunset Campground Road E 73069 0.00 0.08 422 14.6 685

0220EZ (5) Slips 73069 267

145.2 = Hot Asphalt Concrete (lbs/cuft) 0.43 = Emulsified Asphalt (Gal./sqyd)

0.15 = Fog Seal (Gal./sqyd) 240.0 = Emulsified Asphalt (Gal./ton)

233.0 = Fog Seal (Gal./ton) 0.10 = Tack Coat (Gal./sqyd)

233.0 = Tack Coat (Gal./ton)

J:\_Transportation\W3X71254_WFL_PP_SEKI\700FHWA\T0053\Roadway\CADD_Sheets\Combined Phase 1&2 Project\_Tabs\[SEKI_PH1_2_Proj_Sum_Shts.xlsm]KICARoad 2

NPS PP SEKI 2018(3)

NPS PP SEKI 2020(1)

ASPHALT

CONCRETE

PAVEMENT,

TYPE 1

FOG

SEAL

TACK COAT

0 0 0

Note: Protect curbs, curb and gutter, valves, concrete bridges, manhole covers, snow pole holders, etc.

5,760

9,600

11,160

14,580

1,440

1,080

7,200

2,880

PROJECT

SHEET

NO.

CA D.2

SURFACING TABULATION SHEET - BASE

STATE

BID ITEM NUMBER

Remarks

R O

U T E N

U M

B E R

ROUTE NAME FMSS No.

MILE TO MILE

L E N

G T H

T H

MILES SQFT

CRACKS,

CLEANING

AND FILLING

CRACK,

CLEANING

AND

SEALING

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

MICRO

SURFACING,

TYPE 2

MICRO

SURFACING,

TYPE 3

SHEET TOTAL

20,160

16,560

1,840

6,640

2,400

2,160

Material Application Rates and Weights Used for Estimating Purposes

TABULATION OF

SURFACING QUANTITIES

These values are for estimating purposes only and application rates and weight may change based on actual test strip and field results.

KINGS CANYON NATIONAL PARK

88640,768 0 0 2.59 0

2572753/23/21 9:53 AM NPS PMIS No.

Prel im ina ry

40901-2000 40901-3000 41201-0000 41401-3000

41402-

41801-1000 41801-2000

FT FT

TON TON SQYD SQYD TON LNFT MILE SQYD SQYD

0220FZ Sunset Campground Road F 73069 0.00 0.09 475 10.7 565 5

0220FZ (19) Slips 73069 1,013

0220GZ Sunset Campground Road G 73069 0.00 0.10 528 13.4 786 25

0220GZ (14) Slips 73069 560

0400Z Cedar Lane 73070 0.00 0.73 3,854 18.1 7,751 0.73 21

0400Z (1) Pullout 73070 178 0.01

0401Z Death Valley Drive 0.00 0.25 1,320 20.5 3,007 0.25 53

0401Z (6) Driveways, (14) Pullouts 1,718 0.13

0402AZ Picnic Estates Housing Road A 73072 0.00 0.29 1,531 15.9 2,705 0.29 33

0402AZ (3) Pullouts 73072 156 0.01

0402BZ Picnic Estates Housing Road B 73072 0.00 0.09 475 10.7 565 0.09

0414Z Swale Road 73075 0.42 0.82 2,112 15.2 3,567 0.40 24

0414Z (15) Pullouts 73075 978 0.08

0417AZ Park Road 0.00 0.18 950 20.0 2,111 0.18

0427 Cedar Grove Water Tank Road 73137 0.00 0.10 528 13.0 763 40 0.10

0427 (1) Driveway, (1) Pullout 73137 756 0.06

0900 Big Stump Picnic Parking Area 73099 4,063 0.31

0903 Sunset Amphitheater Parking 73104 2,432 0.19 13

0905Z Grant Grove Concession Service Access Parking 73105 333

0906AZ Grant Grove Visitor Center Parking Area A 73105 887 25 0.07 65

0906BZ Grant Grove Visitor Center Parking Area B 73105 395 25 0.03 91

0906CZ Grant Grove Visitor Center Parking Area C 73105 293 20 0.02 30

0908AZ Grant Grove Village Parking Area A 73105 171 0.01 22

0909Z John Muir Lodge Parking 73111 2,501 0.19 144

0911 Columbine Picnic Parking Area 73135 525 0.04

0912 Grant Tree Parking 73136 5,622 0.44 153

0914 Cedar Grove Maintenance Area 73139 1,836 0.14 53

0916Z Cedar Grove Village Parking 73140 6,138 0.48 289

0918AZ Cedar Grove Visitor Center Parking Area A 73142 3,545 87

0918BZ Sentinel Campground Group Parking 73142 187 11

0919Z Wolverton Corral Facility 73142 495 0.04 11

0922 Canyon View Parking 73147 752

0923 Knapp's Cabin Parking 73148 1,030

145.2 = Hot Asphalt Concrete (lbs/cuft) 0.43 = Emulsified Asphalt (Gal./sqyd)

0.15 = Fog Seal (Gal./sqyd) 240.0 = Emulsified Asphalt (Gal./ton)

233.0 = Fog Seal (Gal./ton) 0.10 = Tack Coat (Gal./sqyd)

233.0 = Tack Coat (Gal./ton)

J:\_Transportation\W3X71254_WFL_PP_SEKI\700FHWA\T0053\Roadway\CADD_Sheets\Combined Phase 1&2 Project\_Tabs\[SEKI_PH1_2_Proj_Sum_Shts.xlsm]KICARoad 3

NPS PP SEKI 2018(3)

NPS PP SEKI 2020(1)

ASPHALT

CONCRETE

PAVEMENT,

TYPE 1

FOG

SEAL

TACK COAT

2,639

1,542

22,507

4,728

50,598

16,522

55,246

31,902

1,682

1,400

8,800

6,800

Parking Areas

36,569

21,891

3,000

7,982

3,553

Do not treat MP 0.10 to MP 0.15

PROJECT

SHEET

NO.

BID ITEM NUMBER

Remarks

R O

U T E N

U M

B E R

ROUTE NAME FMSS No.

MILE TO MILE

L E N

G T H

T H

MILES SQFT

CRACKS,

CLEANING

AND FILLING

CRACK,

CLEANING

AND

SEALING

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

CA D.3

SURFACING TABULATION SHEET - BASE

STATE

MICRO

SURFACING,

TYPE 2

MICRO

SURFACING,

TYPE 3

Do not treat MP 0.29 to MP 0.39

Do not treat MP 0.00 to MP 0.42

Includes the south leg of the wye

Do not treat northern 2/3rds of area

4.29 0

Note: Protect curbs, curb and gutter, valves, concrete bridges, manhole covers, snow pole holders, etc.

SHEET TOTAL

4,454

6,768

9,268

9,120

5,040

1,600

15,460

2572753/23/21 9:53 AM NPS PMIS No.

Material Application Rates and Weights Used for Estimating Purposes

TABULATION OF

SURFACING QUANTITIES

These values are for estimating purposes only and application rates and weight may change based on actual test strip and field results.

KINGS CANYON NATIONAL PARK

1,13058,384 0 110

Prel im ina ry

40901-2000 40901-3000 41201-0000 41401-3000

41402-

41801-1000 41801-2000

FT FT

TON TON SQYD SQYD TON LNFT MILE SQYD SQYD

0924 Roaring River Falls Parking 73150 1,049 0.08

0927 Zumwalt Meadow Parking 73604 1,448 0.11 78

0928Z Road's End Information Parking 73606 2,924 0.23 21 50

0929Z Road's End Restroom Parking 73606 177

0930Z Copper Creek Trail Parking 73606 2,280 52

0931Z Road's End Long Term Parking 73606 4,516 0.35 139

0932 Panoramic Point Parking 73613 1,284

0936AZ Swale Work Center Parking A 522 0.04 333

0936BZ Swale Work Center Parking B 180 0.01

0937Z Arrowhead Interagency Hotshot Crew Parking 163

New Parking (Route 0011 Milepost 5.0) 833 33

145.2 = Hot Asphalt Concrete (lbs/cuft) 0.43 = Emulsified Asphalt (Gal./sqyd)

0.15 = Fog Seal (Gal./sqyd) 240.0 = Emulsified Asphalt (Gal./ton)

233.0 = Fog Seal (Gal./ton) 0.10 = Tack Coat (Gal./sqyd)

233.0 = Tack Coat (Gal./ton)

J:\_Transportation\W3X71254_WFL_PP_SEKI\700FHWA\T0053\Roadway\CADD_Sheets\Combined Phase 1&2 Project\_Tabs\[SEKI_PH1_2_Proj_Sum_Shts.xlsm]KICARoad 4

NPS PP SEKI 2018(3)

NPS PP SEKI 2020(1)

ASPHALT

CONCRETE

PAVEMENT,

TYPE 1

FOG

SEAL

TACK COAT

Note: Protect curbs, curb and gutter, valves, concrete bridges, manhole covers, snow pole holders, etc.

PROJECT

SHEET

NO.

CA D.4

SURFACING TABULATION SHEET - BASE

STATE

BID ITEM NUMBER

Remarks

R O

U T E N

U M

B E R

ROUTE NAME FMSS No.

MILE TO MILE

L E N

G T H

T H

MILES SQFT

CRACKS,

CLEANING

AND FILLING

CRACK,

CLEANING

AND

SEALING

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

MICRO

SURFACING,

TYPE 2

MICRO

SURFACING,

TYPE 3

Includes Route 0414Z between A and B

Material Application Rates and Weights Used for Estimating Purposes

TABULATION OF

SURFACING QUANTITIES

These values are for estimating purposes only and application rates and weight may change based on actual test strip and field results.

KINGS CANYON NATIONAL PARK

257275NPS PMIS No.3/23/21 9:53 AM

9,437

13,033

26,318

1,591

20,521

40,643

11,557

4,695

1,623

1,466

7,500

SHEET TOTAL 15,376 0 0 0.82 21 6850 0 0

Prel im ina ry

40901-2000 40901-3000 41201-0000 41401-3000

41402-

41801-1000 41801-2000

FT FT

TON TON SQYD SQYD TON LNFT MILE SQYD SQYD

0010 Generals Highway Historic 73857 0.00 28.00 ##### 22.9 376,171 26.20 733

0010 (1) Approach, (127) Pullouts 73857 19,931 1.54

0100 Crystal Cave Road 73859 0.00 1.70 8,976 20.1 20,046

0100 (5) Pullouts, (1) Approach 73859 913

0101 Wuksachi Road 73860 0.00 1.00 5,280 23.5 1.1 13,787 1.00 20

0101 (4) Approaches 800 0.06

0102AZ Tunnel Log Loop 73861 0.00 0.06 317 16.0 564

0102BZ Quarters 55 73861 0.00 0.02 106 21.0 247 44

0102BZ (1) Pullout 73861 281

0102Z Crescent Meadow Road 73861 0.00 2.53 13,358 14.9 22,115 678

0102Z (3) Pullouts, (1) Approach 73861 878

0201AZ Potwisha Campground Road A 73862 0.00 0.10 528 13.5 792 4

0201AZ (1) Pullout, (7) Slips 73862 380

0201BZ Potwisha Campground Road B 73862 0.00 0.07 370 11.0 452

0201BZ (5) Slips 200

0201Z Potwisha Campground Road 73862 0.00 0.38 2,006 15.4 3,432 0.38 25

0203 Buckeye Flat Road 73863 0.00 0.85 4,488 16.5 8,228 0.85 84 21

0203 (29) Slips 73863 956 0.07

0222AZ Dorst Creek Campground Access Road 73865 0.00 0.99 5,227 17.3 10,047 0.99

0222AZ (5) Pullouts 73865 467 0.04

0222BZ Dorst Creek Campground Road Loop B (Sites 1-28) 73865 0.00 0.25 1,320 13.3 1,951 0.25 110

0222BZ (26) Slips 73865 2,324 0.18

0222CZ Dorst Creek Campground Road Loop C 73865 0.00 0.06 317 15.8 557 0.06

0222CZ (3) Slips 73865 311 0.02

0222DZ Dorst Creek Campground Road Loop D (Sites 29-61) 73865 0.00 0.35 1,848 14.6 2,998 0.35 43

0222DZ (34) Slips 73865 3,037 0.24

0222EZ Dorst Creek Campground Road Loop E (Sites 99-127) 73865 0.00 0.35 1,848 13.9 2,854 74

0222EZ (20) Slips 73865 1,349

0222FZ Dorst Creek Campground Road Loop F (Sites 74-98) 73865 0.00 0.25 1,320 12.2 1,789 13

0222FZ (22) Slips 73865 1,307

0222GZ Dorst Creek Campground Road Loop G (Sites 128-163) 73865 0.00 0.29 1,531 11.9 2,024 8

0222GZ (30) Slips 73865 1,206

0222HZ Dorst Creek Campground Road Loop H (Sites 164-192) 73865 0.00 0.17 898 14.2 1,417 22

0222HZ (25) Slips 73865 1,760

145.2 = Hot Asphalt Concrete (lbs/cuft) 0.43 = Emulsified Asphalt (Gal./sqyd)

0.15 = Fog Seal (Gal./sqyd) 240.0 = Emulsified Asphalt (Gal./ton)

233.0 = Fog Seal (Gal./ton) 0.10 = Tack Coat (Gal./sqyd)

233.0 = Tack Coat (Gal./ton)

J:\_Transportation\W3X71254_WFL_PP_SEKI\700FHWA\T0053\Roadway\CADD_Sheets\Combined Phase 1&2 Project\_Tabs\[SEKI_PH1_2_Proj_Sum_Shts.xlsm]SEQURoad 1

NPS PP SEKI 2018(3)

NPS PP SEKI 2020(1)

3/23/21 9:53 AM NPS PMIS No. 257275

Fog seal paved ditch

10,850

15,840

Material Application Rates and Weights Used for Estimating Purposes

TABULATION OF

SURFACING QUANTITIES

These values are for estimating purposes only and application rates and weight may change based on actual test strip and field results.

Note: Protect curbs, inlets, manhole covers, stone walls, concrete stone swales, valves, asphalt curb and gutter, trees, stone cubs, wheel stops, grates, concrete bridges, concrete vaults, cattle guards, paved ditches, stone ditches, granite curbs, sidewalks, rock island and inlaid stones. SEQUOIA NATIONAL PARK

1,795129,400 376,171 0.0 0 32.23 84SHEET TOTAL 0 1.1

12,140

11,760

2,800

27,335

4,200

20,915

1,800

8,600

7,900

3,420

7,200 Treat first 60' of Routes 431, 902 and 937

2,530

Crack sealing starts at MP 1.8

179,380

No treatment past MP 1.7

8,220

TACK COAT

CRACKS,

CLEANING

AND FILLING

CRACK,

CLEANING

AND

SEALING

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

BID ITEM NUMBER

Remarks

R O

U T E N

U M

B E R

ROUTE NAME FMSS No.

MILE TO MILE

L E N

G T H

H ASPHALT

CONCRETE

PAVEMENT,

TYPE 1

MILES SQFT

FOG

SEAL

MICRO

SURFACING,

TYPE 2

MICRO

SURFACING,

TYPE 3

PROJECT

SHEET

NO.

CA D.5

SURFACING TABULATION SHEET - BASE

STATE

Prel im ina ry

40901-2000 40901-3000 41201-0000 41401-3000

41402-

41801-1000 41801-2000

FT FT

TON TON SQYD SQYD TON LNFT MILE SQYD SQYD

0222IZ Dorst Creek Campground Road Loop I 73865 0.00 0.38 2,006 15.5 3,455 2

0222IZ (3) Pullouts 73865 381

0222JZ Dorst Creek Campground Road Loop J (Sites 193-218) 73865 0.00 0.22 1,162 12.5 1,614

0222JZ (23) Slips 73865 944

0223AZ Lodgepole Campground Loop A (Sites 1-24) 73866 0.00 0.21 1,109 14.4 1,774 0.21 71

0223AZ (19) Slips 73866 760 0.06

0223BZ Lodgepole Campground Loop B (Sites 25-35) 73866 0.00 0.11 581 13.1 846 0.11 42

0223BZ (13) Slips 73866 361 0.03

0223CZ Lodgepole Campground Loop C (Sites 36-60) 73866 0.00 0.21 1,109 17.1 2,107 0.21 63

0223CZ (25) Slips 73866 694 0.05

0223DZ Lodgepole Campground Loop D (Sites 61-68) 73866 0.00 0.09 475 14.6 771

0223DZ (8) Slips 73866 289

0223EAZ Lodgepole Campground Loop EA 73866 0.00 0.09 475 15.1 797 13

0223EAZ (7) Slips 73866 222

0223EBZ Lodgepole Campground Loop EB 73866 0.00 0.08 422 14.0 656 9

0223EBZ (7) Slips 73866 233

0223ECZ Lodgepole Campground Loop EC 73866 0.00 0.07 370 11.5 473

0223ECZ (7) Slips 73866 278

0223EZ Lodgepole Campground Loop E (Sites 151-214) 73866 0.00 0.38 2,006 15.5 3,455 129

0223EZ (33) Slips 73866 1,810

0223FZ Lodgepole Campground Loop F 73866 0.00 0.12 634 11.6 817 7 16

0223FZ (7) Slips 73866 289

0223Z Lodgepole Campground Road (Upper Sites 69-150) 73866 0.00 0.89 4,699 14.3 7,466 0.89 27 199

0223Z (30) Slips 73866 2,269 0.18

0227 Pinewood Picnic Area Road 74147 0.00 0.19 1,003 12.2 1,360 0.19 145

0227 (16) Slips 74147 778 0.06

0232AZ Potwisha Trailer Dump Road A 73938 0.00 0.08 422 18.4 863

0232BZ Potwisha Trailer Dump Road B 73938 0.00 0.09 475 18.0 950 0.09 23

0403Z Ash Mountain Residence Road 73879 0.00 0.16 845 13.7 1,286 0.16 22

0403Z (7) Driveways 73879 1,244 0.10

0404 Sycamore Service Road 73880 0.00 0.56 2,957 18.0 5,914 0.56 183

0418Z Lodgepole North Residence Access Road 73881 0.00 0.33 1,742 17.0 3,290 0.33 79

0418Z (2) Driveway, (1) Pullout 73881 389 0.03

0419 Wolverton Corral Road 73882 0.00 0.11 581 18.2 1,175 18

145.2 = Hot Asphalt Concrete (lbs/cuft) 0.43 = Emulsified Asphalt (Gal./sqyd)

0.15 = Fog Seal (Gal./sqyd) 240.0 = Emulsified Asphalt (Gal./ton)

233.0 = Fog Seal (Gal./ton) 0.10 = Tack Coat (Gal./sqyd)

233.0 = Tack Coat (Gal./ton)

J:\_Transportation\W3X71254_WFL_PP_SEKI\700FHWA\T0053\Roadway\CADD_Sheets\Combined Phase 1&2 Project\_Tabs\[SEKI_PH1_2_Proj_Sum_Shts.xlsm]SEQURoad 2

NPS PP SEKI 2018(3)

NPS PP SEKI 2020(1)

3/23/21 9:53 AM NPS PMIS No. 257275

Material Application Rates and Weights Used for Estimating Purposes

TABULATION OF

SURFACING QUANTITIES

These values are for estimating purposes only and application rates and weight may change based on actual test strip and field results.

0 3.26 34 1,014SHEET TOTAL 0 0.0 50,010 0 0.0

11,200

3,500

7,000

2,600

20,425

2,500

Do not treat concrete bridge deck

16,290

2,000

2,100

6,250

2,600

6,840

3,250

3,425

8,500

TACK COAT

CRACKS,

CLEANING

AND FILLING

CRACK,

CLEANING

AND

SEALING

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

FOG

SEAL

MICRO

SURFACING,

TYPE 2

MICRO

SURFACING,

TYPE 3

BID ITEM NUMBER

Remarks

R O

U T E N

U M

B E R

ROUTE NAME FMSS No.

MILE TO MILE

L E N

G T H

H ASPHALT

CONCRETE

PAVEMENT,

TYPE 1

MILES SQFT

CA D.6

SURFACING TABULATION SHEET - BASE

STATE PROJECT

SHEET

NO.

Prel im ina ry

40901-2000 40901-3000 41201-0000 41401-3000

41402-

41801-1000 41801-2000

FT FT

TON TON SQYD SQYD TON LNFT MILE SQYD SQYD

0425 Headquarters Street (Ash Line) 73887 0.00 0.16 845 16.8 1,577 0.16

0426 Sherman Tree Road 73888 0.00 0.66 3,485 21.7 8,403 0.15 29

0426 (1) Driveway, (2) Pullouts 73888 533 0.04

0428 Red Fir Access Road 73892 0.00 0.15 792 20.7 1,822 0.15 375

0429 Helipad Road 73894 1,450 0.11 82

0430 Red Fir Spray Field Road 73892 0.00 0.65 3,432 10.0 3,813 11 5

0432 Wuksachi Water Tower Road 73902 0.00 0.21 1,109 22.0 2,711

0433 Research Center Road 73905 1,192 74

0434Z Foxtail Drive 73909 0.00 0.07 370 19.1 785 0.07 18

0434Z (3) Driveways 73909 133 0.01

0435AZ Canyon View Drive 73909 0.00 0.49 2,587 19.7 5,663 0.49 96

0435AZ (1) Approach, (2) Driveways 73909 156 0.01

0435BZ Sierra View Drive 73909 0.00 0.19 1,003 15.7 1,750 0.19 19

0435BZ (3) Driveways, (4) Pullouts 73909 344 0.00

0436 Clover Creek Plant Access Road 73911 0.00 0.44 2,323 24.3 6,272 100 0.44 148

0436 (14) Pullouts 73911 844

0437 Ash Mountain Sewer Plant Road 73914 0.00 0.09 475 11.0 581 0.09 12

0438Z Cricket Hollow Road 73879 0.00 0.20 1,056 14.6 1,713

0438Z (3) Pullouts 73879 222

0440AZ Heliport Spur Road A 73935 0.00 0.09 475 12.7 670 22

0440BZ Heliport Spur Road B 73935 0.00 0.05 264 9.5 279 156

0441AZ Sycamore Lower Maintenance Road A 73936 0.00 0.11 581 10.0 646 0.11 22

0441BZ Sycamore Lower Maintenance Road B 73936 0.00 0.09 475 9.8 517 44

0500 Moro Rock Loop Road 73916 0.00 0.88 4,646 19.0 9,808 151

0600Z Ash Mountain Residence Streets 0.00 0.44 2,323 13.6 3,510 0.44 101

0600Z (3) Driveways, (6) Pullouts 674 0.05

0901AZ Red Fir Maintenance Facility Parking A 73927 696

0901BZ Red Fir Maintenance Facility Parking B 73927 2,959 300 0.23 75

0903 Ash Mountain Maintenance Yard 73929 14,418

0904 Lower Ash Admin Area (Ash Lane) 73930 3,523 0.27 59

0905 Crystal Cave Parking Area 73931 4,725 0.37 285

0906 Hospital Rock Parking 73932 2,361 0.18

0907 Crescent Meadow Parking Loop 73933 5,568 0.43 78

145.2 = Hot Asphalt Concrete (lbs/cuft) 0.43 = Emulsified Asphalt (Gal./sqyd)

0.15 = Fog Seal (Gal./sqyd) 240.0 = Emulsified Asphalt (Gal./ton)

233.0 = Fog Seal (Gal./ton) 0.10 = Tack Coat (Gal./sqyd)

233.0

J:\_Transportation\W3X71254_WFL_PP_SEKI\700FHWA\T0053\Roadway\CADD_Sheets\Combined Phase 1&2 Project\_Tabs\[SEKI_PH1_2_Proj_Sum_Shts.xlsm]SEQURoad 3

SURFACING TABULATION SHEET - BASE

STATE

BID ITEM NUMBER

Remarks

R O

U T E N

U M

B E R

ROUTE NAME FMSS No.

MILE TO MILE

L E N

G T H

H ASPHALT

CONCRETE

PAVEMENT,

TYPE 1

PROJECT

SHEET

NO.

CA D.7

NPS PP SEKI 2018(3)

NPS PP SEKI 2020(1)

MILES SQFT

TACK COAT

CRACKS,

CLEANING

AND FILLING

CRACK,

CLEANING

AND

SEALING

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

FOG

SEAL

Crack seal MP 0.55 to 0.66

4,800

13,052

MICRO

SURFACING,

TYPE 2

MICRO

SURFACING,

TYPE 3

1,400

3,100

10,732

1,200

7,600

2,000

129,758 Double Micro on lower (southwest) area

31,706

42,523

6,070

Parking Areas

6,262

26,634 Do not treat south lot as directed by CO

SEQUOIA NATIONAL PARK

21,251

50,113

SHEET TOTAL 0 0.0

4/12/21 10:58 AM NPS PMIS No. 257275

Material Application Rates and Weights Used for Estimating Purposes

TABULATION OF

SURFACING QUANTITIES

These values are for estimating purposes only and application rates and weight may change based on actual test strip and field results.

= Tack Coat (Gal./ton)

1,85190,318 0 0.0 400 3.99

Prel im ina ry

40901-2000 40901-3000 41201-0000 41401-3000

41402-

41801-1000 41801-2000

FT FT

TON TON SQYD SQYD TON LNFT MILE SQYD SQYD

0911AZ Headquarters Parking A 73937 50

0911BZ Headquarters Parking B 73937 262

0911CZ Headquarters Parking C 73937 430

0911DZ Headquarters Parking D 73937 431 0.03

0911EZ Headquarters Parking E 73937 148 0.01

0913 Indian Head Parking 73939 594

0914 Clover Creek Plant Parking 73940 1,027 20

0914 (5) Pullouts 73940 487

0915AZ Lodgepole Amphitheater Parking A 73941 348 10

0915BZ Lodgepole Amphitheater Parking B 73941 1,467 0.11 77

0915CZ Lodgepole Amphitheater Parking C 73941 472.4 2.5 0.45 538

0917Z Lodgepole Visitor Center Parking 73943 1,700 0.13 67

0919 Wolverton Corral Parking Area 74200 1,427 33 92

0925AZ Headquarters Station Parking A 74158 101

0925BZ Headquarters Station Parking B 74158 281

0926AZ Ash Mountain Visitor Center Parking Area A 74163 175 0.01

0926BZ Ash Mountain Visitor Center Parking Area B 74163 841

0926CZ Ash Mountain Visitor Center Picnic and Handicap Parking 74163 714

0931 Auto Log Parking Area 74198 730

0934 Wuksachi Village Parking, North Terrace 74204 5,702 350 0.44 53

0939 Moro Rock Area Parking 74217 1,057

0941AZ Lower General Sherman Parking A 104942 864

0941BZ Lower General Sherman Parking B 104942 412

0942 Big Tree Handicap Parking 73872 1,018

0943 Museum Handicap Parking 113026 202.2 0.4

0944 Upper Museum Parking & Beetle Research Road 113027 4,572 0.35 39

0944 (1) Administrative Road 113027 667 0.05 8

0947 Amphitheatre Point Parking 104914 535

0949AZ Tunnel Rock Parking 104919 287

0949BZ Tunnel Rock Parking Handicapped 104919 105

0950 South Entrance Station Parking 104934 208

0951AZ Upper General Sherman Tree RV Parking 73926 5,184 100 0.40 13

0951BZ Upper General Sherman Tree Parking B 73926 7,078

0952AZ Dorst Campground Parking A 144

145.2 = Hot Asphalt Concrete (lbs/cuft) 0.43 = Emulsified Asphalt (Gal./sqyd)

0.15 = Fog Seal (Gal./sqyd) 240.0 = Emulsified Asphalt (Gal./ton)

233.0 = Fog Seal (Gal./ton) 0.10 = Tack Coat (Gal./sqyd)

233.0 = Tack Coat (Gal./ton)

J:\_Transportation\W3X71254_WFL_PP_SEKI\700FHWA\T0053\Roadway\CADD_Sheets\Combined Phase 1&2 Project\_Tabs\[SEKI_PH1_2_Proj_Sum_Shts.xlsm]SEQURoad 4

PROJECT

SHEET

NO.

CA D.8

SURFACING TABULATION SHEET - BASE

STATE

FOG

SEAL

MICRO

SURFACING,

TYPE 2

MICRO

SURFACING,

TYPE 3

BID ITEM NUMBER

Remarks

R O

U T E N

U M

B E R

ROUTE NAME FMSS No.

MILE TO MILE

L E N

G T H

H ASPHALT

CONCRETE

PAVEMENT,

TYPE 1

3,869

3,883

1,333

MILES SQFT

2,359

3,133

13,205

52,057 1.5" overlay as directed by CO

5,344

9,241 Do not treat the road behind the plant

4,380

2,528

1,577

7,569

15,298 Treat only the southern area

12,841 Treat only the western area

9,514

7,776

3,705

6,425

6,571

51,315

6,000

4,817

2,582

9,162

8,354 Replace with 4" asphalt pavement

41,150 Treat north lot and road as directed by CO

63,702

1,297

1,868

46,652

SEQUOIA NATIONAL PARK

2.9 450 1.98 33 917SHEET TOTAL 674.6 0.0 39,046 0

NPS PP SEKI 2018(3)

NPS PP SEKI 2020(1)

4/12/21 11:01 AM NPS PMIS No. 257275

TACK COAT

CRACKS,

CLEANING

AND FILLING

CRACK,

CLEANING

AND

SEALING

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

Material Application Rates and Weights Used for Estimating Purposes

TABULATION OF

SURFACING QUANTITIES

These values are for estimating purposes only and application rates and weight may change based on actual test strip and field results.

Prel im ina ry

40901-2000 40901-3000 41201-0000 41401-3000

41402-

41801-1000 41801-2000

FT FT

TON TON SQYD SQYD TON LNFT MILE SQYD SQYD

0952BZ Dorst Campground Parking B 133

0952CZ Dorst Campground Parking C 207

0952DZ Dorst Campground Dump Parking 437

0952EZ Dorst Campground Parking E 303 0.02

0952FZ Dorst Campground Parking F 918

0952GZ Dorst Campground Amphitheater Parking 2,429

0952HZ Dorst Campground Group Parking H 1,415 33

0952JZ Dorst Campground Group Parking I 1,193

Ash Mountain Recreation Hall Parking 1,852

0953Z Lodgepole Visitor Center Rear Parking 73943 574 0.04

Alta 0.00 0.57 3,010 8.0 1.7

Beetle Rock 0.00 0.35 1,848 8.0 1.1

Big Trees 0.00 0.59 3,115 8.0 1.8

Congress 0.00 1.49 7,867 8.0 4.5

Generals Hwy Parking Access 0.00 0.04 211 8.0 0.1

Giant Forest - Local 0.00 0.20 1,056 8.0 0.6

Museum Access Paths 0.00 0.48 2,534 8.0 1.5

Public Toilet Access 0.00 0.01 53 8.0 0.0

Round Meadow 0.00 0.12 634 8.0 0.4

Sherman Tree 0.00 1.36 7,181 8.0 4.1

Sunset Rock 0.00 0.09 475 8.0 0.3

2.00 200

145.2 = Hot Asphalt Concrete (lbs/cuft) 0.43 = Emulsified Asphalt (Gal./sqyd)

0.15 = Fog Seal (Gal./sqyd) 240.0 = Emulsified Asphalt (Gal./ton)

233.0 = Fog Seal (Gal./ton) 0.10 = Tack Coat (Gal./sqyd)

233.0 = Tack Coat (Gal./ton)

J:\_Transportation\W3X71254_WFL_PP_SEKI\700FHWA\T0053\Roadway\CADD_Sheets\Combined Phase 1&2 Project\_Tabs\[SEKI_PH1_2_Proj_Sum_Shts.xlsm]SEQURoad 5

PROJECT

SHEET

NO.

CA D.9

SURFACING TABULATION SHEET - BASE

STATE

1,201

BID ITEM NUMBER

Remarks

R O

U T E N

U M

B E R

ROUTE NAME FMSS No.

MILE TO MILE

L E N

G T H

H ASPHALT

CONCRETE

PAVEMENT,

TYPE 1

MILES SQFT

FOG

SEAL

MICRO

SURFACING,

TYPE 2

MICRO

SURFACING,

TYPE 3

TACK COAT

CRACKS,

CLEANING

AND FILLING

CRACK,

CLEANING

AND

SEALING

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

21,860

12,737

10,737

3,936

2,727

8,265

16,670

5,167

0 200TRAILS SUBTOTAL 0 16.1 0 0

960 65.67 183 11,975BASE TOTAL 674.6 17.2 693,538 392,300 2.9

0.0SHEET TOTAL 0 16.1 9,461 0

For all trails in the vicinity of the museum and

General Sherman Tree as directed by CO

Material Application Rates and Weights Used for Estimating Purposes

TABULATION OF

SURFACING QUANTITIES

These values are for estimating purposes only and application rates and weight may change based on actual test strip and field results.

1,867

NPS PP SEKI 2018(3)

NPS PP SEKI 2020(1)

4/12/21 11:03 AM NPS PMIS No. 257275

0 2.06 0 233

0.0 0 2.00

Trails

Prel im ina ry

40901-2000 41401-3000 41402-2000 41801-2000

FT FT

SQYD LNFT MILE SQYD

13S06 Sandy Cove 0.00 0.65 3,432 20.0 7,627 0.65 69

13S06 (1) Pullout 2,222 0.17

13S09 Tenmile 0.00 1.32 6,970 22.0 17,038 1.32

13S24 Lakeshore Sta. (Tenmile to Lake) 0.00 0.43 2,270 16.5 4,162 0.43 1,138

13S24C Lakeshore Sta. (Lake to Dam) 0.00 0.21 1,109 12.0 1,479 0.21

13S40 Aspen Hollow 0.00 0.87 4,594 12.0 6,125 0.87 250

13S40 (35) Slips 1,167 0.09

13S43 Hume Lake Campground 0.00 1.51 7,973 15.1 13,377 1.51 167

13S49 Princess Campground 0.00 0.31 1,637 20.0 3,638 0.31 44

13S49-A Princess Campground - Morning Star 0.00 0.31 1,637 15.0 2,728 0.31

13S49-A (6) Slips 200

13S49-B Princess Campground - Yellow Moon 0.00 0.31 1,637 15.0 2,728 0.31

13S49-C Princess Campground - Shining Cloud 0.00 0.36 1,901 15.0 3,168 0.36

13S51 Indian Basin Rec. 0.00 0.14 739 12.0 985

13S96 Convict Flat 0.00 0.25 1,320 12.0 1,760 50 0.25 78

14S20 Stony Creek Campground 0.00 0.77 4,066 13.0 5,873 133

14S25 Big Meadow Trailhead 0.00 0.21 1,109 22.0 2,711

14S27 Cove Campground 0.00 0.16 845 22.0 2,066

14S28 Fir Campground 0.00 0.13 686 22.0 1,677

13S06 Sandy Cove Parking Area 2,556 0.20

13S22 Boyden Cavern Parking Area 1,000 0.08 44

13S22Y Grizzly Falls Picnic Area Parking 1,867 0.14 11

13S24 Lakeshore Day Use Parking Area 1,000 0.08

145.2 = Hot Asphalt Concrete (lbs/cuft) 0.43 = Emulsified Asphalt (Gal./sqyd)

0.15 = Fog Seal (Gal./sqyd) 240.0 = Emulsified Asphalt (Gal./ton)

233.0 = Fog Seal (Gal./ton) 0.10 = Tack Coat (Gal./sqyd)

233.0 = Tack Coat (Gal./ton)

J:\_Transportation\W3X71254_WFL_PP_SEKI\700FHWA\T0053\Roadway\CADD_Sheets\Combined Phase 1&2 Project\_Tabs\[SEKI_PH1_2_Proj_Sum_Shts.xlsm]OPTIONX_ROADS_USFS XXXXXX3/23/21 9:53 AM NPS PMIS No.

Material Application Rates and Weights Used for Estimating Purposes

TABULATION OF SURFACING

QUANTITIES

These values are for estimating purposes only and application rates and weight may change based on actual test strip and field results.

SEQUOIA NATIONAL FOREST

1,93487,154 50 7.29

Note: Protect curbs, curb and gutter, valves, concrete bridges, manhole covers, snow pole holders, etc.

OPTION X TOTAL

Adjacent to Route 0011 at MP 20.00

Adjacent to Route 0011 at MP 15.50

Parking Areas

23,000

9,000

16,800

At end of Lakeshore Sta. (Tenmile to Lake)9,000

Adjacent to Route 0011 at MP 12.00

BID ITEM NUMBER

Remarks

R O

U T E N

U M

B E R

ROUTE NAME FMSS No.

MILE TO MILE

L E N

G T H

T H

MILES SQFT

CRACKS, CLEANING

AND FILLING

CRACK, CLEANING

AND SEALING

ASPHALT

CONCRETE

PAVEMENT PATCH,

TYPE 2

SURFACING TABULATION SHEET - OPTION X

STATE PROJECT

SHEET

NO.

CA D.10

NPS PP SEKI 2018(3)

NPS PP SEKI 2020(1)

10,500

1,800

20,000

MICRO

SURFACING, TYPE

Prel im ina ry

AREA MAP 5

AREA

MAP

AREA

MAP

AREA

MAP

AREA

MAP

AREA

MAP

AREA

MAP

AREA

MAP 2

AREA

MAP 1

AREA

MAP 13

AREA

MAP 14

AREA

MAP 15

AREA

MAP 16

AREA

MAP 17

AREA

MAP

/20

NPS PMIS NO.: 257275

STATE

NPS PP SEKI 2018(3)

NPS PP SEKI 2020(1)

SHEET

NUMBER

PROJECT

D.11

Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community

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A\T

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Co mb ine d P ha se

1& 2 P roj ec t\D \K

P.m xd

NOTE:

1. See Road Inventory Program (RIP) data for Kings Canyon National Park Area Cycle 6 Report for additional maps and route information.

2. Unique colors and shades used to differentiate routes and surface treatment.

Micro Surfacing Type 2

Micro Surfacing Type 3

LEGEND:

No Work Unless Noted Otherwise

0 3 6Miles

National Park Service Boundary

KINGS CANYON NATIONAL PARK

SEQUOIA NATIONAL FOREST

KEY MAP

ROUTE 0010

GENERALS HIGHWAY

HISTORIC MP 32.88

SEE SEQUOIA AREA MAP 18

AREA

MAP

11 AREA

MAP

Prel im ina ry

ROUTE 0010

GENERALS HIGHWAY HISTORIC

(NO WORK)

ROUTE 14S20

STONY CREEK

CAMPGROUND

(OPTION X)

ROUTE 14S28

FIR CAMPGROUND

(OPTION X)

ROUTE 14S27

COVE CAMPGROUND

(OPTION X)

MP33

MP34

/20

NPS PMIS NO.: 257275

STATE

NPS PP SEKI 2018(3)

NPS PP SEKI 2020(1)

SHEET

NUMBER

PROJECT

D.12

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KI\

A\T

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D_ Sh ee ts\

Co mb ine d P ha se

1& 2 P roj ec t\D \K

1.m xd

NOTE:

1. See Road Inventory Program (RIP) data for Kings Canyon National Park Cycle 6 Report for additional maps and route information.

2. Unique colors and shades used to differentiate routes and surface treatment.

Micro Surfacing Type 2

Micro Surfacing 3

LEGEND:

No Work Unless Noted Otherwise

0 1,000 2,000 Feet

National Park Service Boundary

KINGS CANYON NATIONAL PARK

SEQUOIA NATIONAL FOREST

AREA MAP 1

(BASE AND OPTION X)

Prel im ina ry

ROUTE 14S25

BIG MEADOW TRAILHEAD

(OPTION X)

/20

NPS PMIS NO.: XXXXXX

STATE

NPS PP SEKI 2018(3)

NPS PP SEKI 2020(1)

SHEET

NUMBER

PROJECT

D.13

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_P P_

KI\

A\T

\R oa dw ay

D_ Sh ee ts\

Co mb ine d P ha se

1& 2 P roj ec t\D \K

mx d

NOTE:

1. See Road Inventory Program (RIP) data for Kings Canyon National Park Cycle 6 Report for additional maps and route information.

2. Unique colors and shades used to differentiate routes and surface treatment.

Micro Surfacing Type 2

Micro Surfacing 3

LEGEND:

No Work Unless Noted Otherwise

0 500 1,000 Feet

National Park Service Boundary

AREA MAP 2

SEQUOIA NATIONAL FOREST

(OPTION X)

Prel im ina ry

(MP 44.70 TO 45.88)

ROUTE 0010

GENERALS HIGHWAY HISTORIC

(NO WORK MP 32.88 to 44.70)

MP44

/20

NPS PMIS NO.: 257275

STATE

NPS PP SEKI 2018(3)

NPS PP SEKI 2020(1)

SHEET

NUMBER

PROJECT

D.14

J:\ _T ran sp ort ati on \W

_P P_

KI\

A\T

\R oa dw ay

D_ Sh ee ts\

Co mb ine d P ha se

1& 2 P roj ec t\D \K

mx d

NOTE:

1. See Road Inventory Program (RIP) data for Kings Canyon National Park Cycle 6 Report for additional maps and route information.

2. Unique colors and shades used to differentiate routes and surface treatment.

Micro Surfacing Type 2

Micro Surfacing 3

LEGEND:

No Work Unless Noted Otherwise

0 1,000 2,000 Feet

National Park Service Boundary

AREA MAP 3

KINGS CANYON NATIONAL PARK

(BASE)

Prel im ina ry

ROUTE 0900

BIG STUMP PICNIC

PARKING AREA

ROUTE 0010

GENERALS HIGHWAY HISTORIC

(NO WORK MP 32.88 to 46.00)

ROUTE 0015

GRANT GROVE ROAD

MP45

MP1

MP2

/20

NPS PMIS NO.: 257275

STATE

NPS PP SEKI 2018(3)

NPS PP SEKI 2020(1)

SHEET

NUMBER

PROJECT

D.15

J:\ _T ran sp ort ati on \W

_P P_

KI\

A\T

\R oa dw ay

D_ Sh ee ts\

Co mb ine d P ha se

1& 2 P roj ec t\D \K

mx d

NOTE:

1. See Road Inventory Program (RIP) data for Kings Canyon National Park Cycle 6 Report for additional maps and route information.

2. Unique colors and shades used to differentiate routes and surface treatment.

Micro Surfacing Type 2

Micro Surfacing 3

LEGEND:

No Work Unless Noted Otherwise

0 1,000 2,000 Feet

National Park Service Boundary

AREA MAP 4

KINGS CANYON NATIONAL PARK

(BASE)

Prel im ina ry

ROUTE 0908AZ

GRANT GROVE VILLAGE PARKING AREAS A

ROUTE 0905Z

GRANT GROVE

CONCESSION

SERVICE

ACCESS

PARKING

ROUTE 0902

MAINTENANCE AREA PARKING

(PINE CAMP COURT)

(NO WORK)

ROUTE 0904Z

GRANT GROVE

PLAZA PARKING

(NO WORK)

ROUTE 0906AZ

GRANT GROVE VISITOR CENTER

PARKING AREA AROUTE 0906BZ

GRANT GROVE

VISITOR CENTER

PARKING AREA B

ROUTE 0906CZ

GRANT GROVE VISITOR

CENTER PARKING AREA C

ROUTE 0907Z

MANZANITA TRAIL PARKING

(NO WORK)

ROUTE 0908BZ

GRANT GROVE VILLAGE PARKING AREA B

(NO WORK)

ROUTE 0909Z

JOHN MUIR

LODGE

PARKING

ROUTE 0910Z

MEADOW CAMP CABINS ROAD

(NO WORK)

ROUTE 0419

TRAILER RESIDENCE ROAD

(NO WORK)

ROUTE 0417BZ

QUARTERS 1612 LOOP

(NO WORK)

ROUTE 0217

CRYSTAL SPRINGS ROAD

ROUTE 0417AZ

PARK ROAD ROUTE 0417CZ

LOWER LOOP ROAD

(NO WORK)

ROUTE 0415Z

UPPER LOOP ROAD

(NO WORK)ROUTE 0411Z

WIRTH WAY

(NO WORK)

ROUTE 0418

WATER TANK ROAD

(NO WORK)

ROUTE 0101

PANORAMIC ROAD

(NO WORK)

ROUTE 0015

GRANT GROVE ROAD

MP3

/20

NPS PMIS NO.: 257275

STATE

NPS PP SEKI 2018(3)

NPS PP SEKI 2020(1)

SHEET

NUMBER

PROJECT

D.16

J:\ _T ran sp ort ati on \W

_P P_

KI\

A\T

\R oa dw ay

D_ Sh ee ts\

Co mb ine d P ha se

1& 2 P roj ec t\D \K

mx d

NOTE:

1. See Road Inventory Program (RIP) data for Kings Canyon National Park Cycle 6 Report for additional maps and route information.

2. Unique colors and shades used to differentiate routes and surface treatment.

Micro Surfacing Type 2

Micro Surfacing 3

LEGEND:

No Work Unless Noted Otherwise

0 500 1,000 Feet

National Park Service Boundary

AREA MAP 5

KINGS CANYON NATIONAL PARK

(BASE)

Prel im ina ry

ROUTE 0015

GRANT

GROVE ROAD

ROUTE 0903

SUNSET

AMPHITHEATER

PARKING

ROUTE 0936AZ

SWALE WORK

CENTER PARKING A

ROUTE 0936BZ

SWALE WORK

CENTER PARKING B

ROUTE 0937Z

ARROWHEAD INTERAGENCY

HOTSHOT CREW PARKING

ROUTE 0911

COLUMBINE PICNIC

PARKING AREA

ROUTE 0216HZ

AZALEA CAMPGROUND ROAD H

ROUTE 0216GZ

AZALEA CAMPGROUND ROAD G

ROUTE 0220CZ

SUNSET CAMPGROUND ROAD C

ROUTE 0216FZ

AZALEA CAMPGROUND ROAD F

(NO WORK)

ROUTE 0220EZ

SUNSET CAMPGROUND ROAD E

ROUTE 0220DZ

SUNSET CAMPGROUND ROAD D

ROUTE 0220FZ

SUNSET CAMPGROUND

ROAD F

ROUTE 0220GZ

SUNSET CAMPGROUND ROAD G

ROUTE 0216CZ

AZALEA CAMPGROUND ROAD C

ROUTE 0216EZ

AZALEA CAMPGROUND ROAD E

ROUTE 0216DZ

AZALEA CAMPGROUND ROAD D

ROUTE 0212

GRANT TREE ROAD

ROUTE 0216BZ

AZALEA CAMPGROUND

ROAD B

ROUTE 0220BZ

SUNSET CAMPGROUND ROAD B

ROUTE 0220AZ

SUNSET CAMPGROUND ROAD A

ROUTE 0216AZ

AZALEA

CAMPGROUND

ROAD A

ROUTE 0414AZ

SWALE WORK

CENTER LOOP A

(NO WORK)

ROUTE 0414Z

SWALE ROAD

/20

NPS PMIS NO.: 257275

STATE

NPS PP SEKI 2018(3)

NPS PP SEKI 2020(1)

SHEET

NUMBER

PROJECT

D.17

J:\ _T ran sp ort ati on \W

_P P_

KI\

A\T

\R oa dw ay

D_ Sh ee ts\

Co mb ine d P ha se

1& 2 P roj ec t\D \K

mx d

NOTE:

1. See Road Inventory Program (RIP) data for Kings Canyon National Park Cycle 6 Report for additional maps and route information.

2. Unique colors and shades used to differentiate routes and surface treatment.

Micro Surfacing Type 2

Micro Surfacing 3

LEGEND:

No Work Unless Noted Otherwise

0 500 1,000 Feet

National Park Service Boundary

AREA MAP 6

KINGS CANYON NATIONAL PARK

(BASE)

Prel im ina ry

ROUTE 0911

COLUMBINE PICNIC

PARKING AREA

ROUTE 0212

GRANT TREE ROAD

ROUTE 0912

GRANT TREE

PARKING

ROUTE 0015

GRANT GROVE ROAD

ROUTE 0212

GRANT TREE ROAD

ROUTE 0414Z

SWALE ROAD

(NO WORK)

MP4

/20

NPS PMIS NO.: 257275

STATE

NPS PP SEKI 2018(3)

NPS PP SEKI 2020(1)

SHEET

NUMBER

PROJECT

D.18

J:\ _T ran sp ort ati on \W

_P P_

KI\

A\T

\R oa dw ay

D_ Sh ee ts\

Co mb ine d P ha se

1& 2 P roj ec t\D \K

mx d

NOTE:

1. See Road Inventory Program (RIP) data for Kings Canyon National Park Cycle 6 Report for additional maps and route information.

2. Unique colors and shades used to differentiate routes and surface treatment.

Micro Surfacing Type 2

Micro Surfacing 3

LEGEND:

No Work Unless Noted Otherwise

0 500 1,000 Feet

National Park Service Boundary

AREA MAP 7

KINGS CANYON NATIONAL PARK

(BASE)

Prel im ina ry

STATE ROUTE 180

ROUTE 0932

PANORAMIC

POINT PARKING

ROUTE 0218CZ

CRYSTAL SPRINGS

CAMPGROUND ROAD C

ROUTE 0218BZ

CRYSTAL SPRINGS

CAMPGROUND ROAD B

ROUTE 0218AZ

CRYSTAL SPRINGS

CAMPGROUND ROAD A

ROUTE 0218DZ

CRYSTAL SPRINGS

CAMPGROUND ROAD D

ROUTE 0218EZ

CRYSTAL SPRINGS

CAMPGROUND

ROAD E

ROUTE 0015

GRANT GROVE ROAD

ROUTE 0101

PANORAMIC ROAD

(NO WORK)

ROUTE 0217

CRYSTAL SPRINGS ROAD

/20

NPS PMIS NO.: 257275

STATE

NPS PP SEKI 2018(3)

NPS PP SEKI 2020(1)

SHEET

NUMBER

PROJECT

D.19

J:\ _T ran sp ort ati on \W

_P P_

KI\

A\T

\R oa dw ay

D_ Sh ee ts\

Co mb ine d P ha se

1& 2 P roj ec t\D \K

mx d

NOTE:

1. See Road Inventory Program (RIP) data for Kings Canyon National Park Cycle 6 Report for additional maps and route information.

2. Unique colors and shades used to differentiate routes and surface treatment.

Micro Surfacing Type 2

Micro Surfacing 3

LEGEND:

No Work Unless Noted Otherwise

0 1,000 2,000 Feet

National Park Service Boundary

AREA MAP 8

KINGS CANYON NATIONAL PARK

(BASE)

Prel im ina ry

ROUTE 13S49

PRINCESS CAMPGROUND

(OPTION X)

ROUTE 13S51

INDIAN BASIN REC.

(OPTION X)

ROUTE 13S49-A

PRINCESS CAMGROUND -

MORNING STAR

(OPTION X)

ROUTE 13S49-B

PRINCESS CAMPGROUND -

YELLOW MOON

(OPTION X)

ROUTE 13S49-C

PRINCESS

CAMPGROUND -

SHINING CLOUD

(OPTION X)STATE ROUTE 180

MP3

MP4

MP5

/20

NPS PMIS NO.: XXXXXX

STATE

NPS PP SEKI 2018(3)

NPS PP SEKI 2020(1)

SHEET

NUMBER

PROJECT

D.20

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_P P_

KI\

A\T

\R oa dw ay

D_ Sh ee ts\

Co mb ine d P ha se

1& 2 P roj ec t\D \K

mx d

NOTE:

1. See Road Inventory Program…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Sep 13, 2021.