mora12302_plans.pdf

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SH COLUMBIA CANAD

WASHINGTON KEY MAP

TYPE OF CONSTRUCTION:

Reconstruction

DESIGN DESIGNATION:

ADT (2023)

ADT (2043)

V e (max)

SPECIFICATION:

50MPH

8%

Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTIRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

VANCOUVER, WASHINGTON

PROJECT MANAGER

L. HIGA

N

U. S. DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

MOUNT RAINIER NATIONAL PARK

PLANS FOR PROPOSED PROJECT

WA NP MORA 123(2)

NPS PMIS No. 184913

SR-123: LAUGHINGWATER CREEK

BRIDGE TO PANTHER CREEK BRIDGE

PIERCE COUNTY AND LEWIS COUNTY

WASHINGTON PROJECT

LOCATION

LENGTH 2. 79 MILES

SNOQUALMIE NATIONAL FOREST

M T R AJNI ER

N A}'I O NAL P ARK

I

See A. 3 for Vicinity Map

Bumping Lake

YAKIMA co.

SNOQUALMIE

NATIONAL

FOREST

r -�.,..c._,

• I

LEW I S CO. ,- • .._' � _, L; L.

L.

SCALE IN MILES

0 5 10 15

GJFFORD PINCHOT

NATIONAL

FOREST

GIFFORD PINCHOT

NATIONAL

FOREST

RECOMMENDED:

FOR Park Superintendent Mount Rainier National Park

I'

J

I'

Rimrock Lake

DATE

NPS PMJS No. 184913 NPS Drw . No. 105/182837

STATE PROJECT SHEET

NUMBER

A.

A.1

A.2

A.3

B.

B.1-3

C.

C.1-4 c.s

D, D.1

D.2-3

D.4-29

WA NP MORA 123(2)

S H E E T I N D EX

GENERAL INFORMATION

TITLE SHEET

PLAN SYMBOLS AND ABBREVIATIONS

VICINITY MAP

SUMMARY OF QUANTITIES

SUMMARY OF QUANTITIES

TYPICAL SECTIONS

TYPICAL SECTION

SUBEXCAVATION CONNECTION AND

UNDERDRAIN DETAIL

PLAN-PROFILE

SURVEY CONTROL

TABULATION OF QUANTITIES

PLAN AND PROFILE

E. HYDRAULICS

E.l TABULATION OF QUANTITIES

E.2 80+00 CULVERT PLAN AND PROFILE

E.3 CULVERT 80+00 ELEVATIONS

E.4 141+02 CULVERT PLAN AND PROFILE

E.S CULVERT 141+02 ELEVATIONS

E.6-16 STANDARD DRAWINGS AND DETAILS

F. SOIL EROSION AND SEDIMENT CONTROL

F.1 TABULATION OF QUANTITIES

F.2-27 SOIL EROSION AND SEDIMENT CONTROL PLAN

F.28-36 STANDARD DRAWINGS AND DETAILS

G. TEMPORARY TRAFFIC CONTROL

G.l TABULATION OF QUANTITIES

A.1

G.2 TEMPORARY TRAFFIC CONTROL ADVANCED SIGN

LAYOUT FOR ROAD CLOSURE

G.3 TEMPORARY TRAFFIC CONTROL SIGN LOCATION

MAP

G.4 TEMPORARY TRAFFIC CONTROL ROAD CLOSURE

LAYOUT

G.5-10 STANDARD DRAWINGS AND DETAILS

H. PERMANENT TRAFFIC CONTROL

H.1-2 TABULATION OF QUANTITIES

H.3-14 PERMANENT TRAFFIC CONTROL PLAN

H.15-24 STANDARD DRAWINGS AND DETAILS

5. STRUCTURES

S.1 LAUGHINGWATER CREEK BRIDGE PLAN AND

ELEVAT[ON

APPROVED:

BRENT LCOE Digitally signed by BRENT L COE Date: 2023.12.12 08:44:09 •08'00'

Chief of Engineering, DATE

Western Federal Lands Highway Divisicn

AA Ro N DOWE Digitally signed by AARON DOWE Date: 2023.12.07 19:29:46 -08'00'

Associate Regional Director, DATE

NPS Interior Regions 8, 9, 10, and 12

Sheet and Description

SECTION D SECTION E SECTION F SECTION G SECTION H SECTION S -

PLAN-PROFILE HYDRAULICS SOIL EROSION AND

SEDIMENT CONTROL

TEMPORARY TRAFFIC

CONTROL

PERMANENT TRAFFIC

CONTROL STRUCTURES ALLOWANCE Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0060 15301-0010 CONTRACTOR QUALITY CONTROL AND

ASSURANCE LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 1,675 125 1,800

A0140 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 1,150 150 1,300

A0160 15705-1800 SOIL EROSION CONTROL, TEMPORARY

DIVERSION BERM LNFT 100 100

A0180 15706-0200 SOIL EROSION CONTROL, CHECK DAM

(FIBER ROLL) EACH 151 9 160

A0200 15706-1100 SOIL EROSION CONTROL, INLET

PROTECTION TYPE A EACH 1 1 2

A0220 15706-1600 SOIL EROSION CONTROL, STABILIZED

CONSTRUCTION EXIT EACH 10 10

A0240 15802-0000 WATERING FOR DUST CONTROL LPSM All ALL

A0260 20103-0000 CLEARING AND GRUBBING SQYD 3,766 134 3,900

A0280 20220-1000 REMOVAL, INDIVIDUAL TREE EACH 10 10

A0300 20301-1900 REMOVAL OF PIPE CULVERT EACH 2 2

A0320 20301-2300 REMOVAL OF SIGN/MARKER EACH 29 29

A0340 20303-1500 REMOVAL OF PAVED WATERWAY, STONE SQYD 75 5 80

A0360 20303-3500 REMOVAL OF STONE MASONRY SQYD 41 2 43

A0380 20401-0000 ROADWAY EXCAVATION CUYD 5,990 510 6,500

A0400 20402-0000 SUBEXCAVATION CUYD 10,503 997 11,500

A0420 20410-0000 SELECT BORROW CUYD 10,503 997 11,500

A0440 20701-0100 SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 1, TYPE A SQYD 117 3 120

A0460 20701-0400 SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 1, TYPE D (WOVEN) SQYD 3,494 206 3,700

A0480 20701-0500 SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 1, TYPE E SQYD 488 12 500

A0500 20703-2000 GEOGRID, STABILIZATION SQYD 26,924 1,376 28,300

A0520 20820-0000 DEWATERING LPSM All ALL

A0540 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 28 22 50

A0560 25101-0400 PLACED RIPRAP, METHOD A, CLASS 4 CUYD 162 38 200

A0580 25126-0000 REMOVE AND RESET BOULDER EACH 45 45

A0600 30302-1000 DITCH RECONDITIONING LNFT 14,301 199 14,500

A0620 30801-1000 RECYCLED AGGREGATE BASE, 6-INCH

DEPTH SQYD 45,852 1,148 47,000

MileStone: 100% Report Date: 12/01/23

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

1-

D ec

-2

:0

PM

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities

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STATE PROJECT

B.1NP MORA 123(2)WA

SHEET

NUMBER

NPS PMIS No. 184913 NPS Drwg No. 105/182837

PLAN-PROFILE HYDRAULICS SOIL EROSION AND

SEDIMENT CONTROL

TEMPORARY TRAFFIC

CONTROL

PERMANENT TRAFFIC

CONTROL STRUCTURES ALLOWANCE Bid

Schedule

A0640 31303-0000 AGGREGATE-TOPSOIL COURSE CUYD 90 10 100

A0660 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY

MIX, 1/2-INCH OR 3/4-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3

MILLION ESAL (TYPE III PAVEMENT

ROUGHNESS) TON 9,340 160 9,500

A0720 41101-1000 PRIME COAT, METHOD 1 (GRADE CMS-2) TON 12 1 13

A0740 41105-0000 BLOTTER TON 193 17 210

A0760 41201-0000 TACK COAT TON 18.0 2.0 20.0

A0780 41301-1300 ASPHALT PAVEMENT MILLING, 6-INCH

DEPTH SQYD 45,852 1,148 47,000

A0800 57501-0000 MINOR BRIDGE WORK (THIN EPOXY

OVERLAY) LPSM All ALL

A0820 60201-0800 24-INCH PIPE CULVERT LNFT 322 18 340

A0840 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 7 7

A0860 60220-0350 4 FEET SPAN, 4 FEET RISE PRECAST

REINFORCED CONCRETE BOX CULVERT LNFT 54 54

A0880 60220-2600 9 FEET SPAN, 9 FEET RISE PRECAST

REINFORCED CONCRETE BOX CULVERT LNFT 54 54

A0900 60501-0000 STANDARD UNDERDRAIN SYSTEM LNFT 5,055 255 5,310

A0920 60704-0000 CLEANING CULVERT IN PLACE EACH 4 4

A0940 60705-0000 REPAIRING DRAINAGE STRUCTURE EACH 1 1

A0960 61902-0900 GATE, METAL EACH 1 1

A0980 62002-1000 CLASS B MASONRY, ROCK FACE FINISH

(GOVERNMENT FURNISHED STONE) SQYD 100 10 110

A1000 62011-0500 STONE MASONRY HEADWALL FOR 24-INCH

PIPE CULVERT (GOVERNMENT FURNISHED

STONE) EACH 7 7

A1020 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM

CAPACITY HOUR 40 40

A1040 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM

RATED CAPACITY HOUR 40 40

A1060 62201-2800 MOTOR GRADER, 8 FOOT MINIMUM BLADE HOUR 40 40

A1080 62201-3150 HYDRAULIC EXCAVATOR, CRAWLER

MOUNTED, 1.0 CUBIC YARD MINIMUM

CAPACITY WITH THUMB ATTACHMENT HOUR 40 40

A1100 62301-0000 GENERAL LABOR HOUR 40 40

A1120 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH

DEPTH SQYD 3,766 234 4,000

A1140 62901-0000 ROLLED EROSION CONTROL PRODUCT SQYD 2,260 140 2,400

1- D ec -2

:0

PM

MileStone: 100% Report Date: 12/01/23

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SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B.2NP MORA 123(2)WA

SHEET

NUMBER

PLAN-PROFILE HYDRAULICS SOIL EROSION AND

SEDIMENT CONTROL

TEMPORARY TRAFFIC

CONTROL

PERMANENT

TRAFFIC CONTROL STRUCTURES ALLOWANCE Bid

Schedule

A1160 63302-0000 SIGN SYSTEM SQFT 97.31 12.69 110.00

A1180 63308-3000 OBJECT MARKER, TYPE 3 EACH 8 8

A1200 63316-1000 REMOVE AND RESET SIGN EACH 2 2

A1220 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID LNFT 147,150 1,850 149,000

A1240 63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN

(YELLOW) LNFT 9,320 180 9,500

A1260 63403-0900 PAVEMENT MARKINGS, TYPE I SQFT 44 6 50

A1280 63405-0050 PAVEMENT MARKINGS, SYMBOLS EACH 1 1

A1300 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 (8 FEET WIDE) EACH 6 6

A1320 63502-1050 TEMPORARY TRAFFIC CONTROL, TUBULAR

MARKER EACH 100 100

A1340 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE

CHANGEABLE MESSAGE SIGN EACH 2 2

A1360 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE

BARRIER LNFT 10 10

A1380 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT

MARKINGS LNFT 4,300 300 4,600

A1400 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC

FENCE LNFT 490 210 700

A1420 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 10.5 903.8 55.7 970.0

A1440 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 8,900 8,900

A1460 63507-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR DAY 215 215

A1480 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC

CONTROL SUPERVISOR DAY 300 300

A1500 63601-6000 SYSTEM INSTALLATION, TRAFFIC

DETECTOR SYSTEM LPSM All ALL

A1520 63701-0000 FIELD OFFICE EACH 1

A1540 64704-1600 MITIGATION, STREAMBED CHANNEL

RECONSTRUCTION CUYD 260 15 275

1- D ec -2

:0

PM

MileStone: 100% Report Date: 12/01/23

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SUMMARY OF QUANTITIES

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

STATE PROJECT

B.3NP MORA 123(2)WA

SHEET

NUMBER

NO SCALE

PLAN VIEW

SUBEXCAVATION AREA

S u b e x c a v a ti o n l im it

S u b e x c a v a ti o n l im it o r e m b a n k m e n t

C u lv e r t o u tl e t, d it c h

P r o f il e g r a d e

Bottom of subexcavation

15"

Subgrade shoulder

Select borrow

Granular backfill perforated collector pipeØ 6"

2.0% (typ. )

2.0% (typ.) slope

NOTE:

6" Ø Solid outlet drain pipe

4.

3.

2.

1.

DETAIL

COLLECTOR PIPE TRENCH

1:5 1:5

TYPICAL SUBEXCAVATION PROFILE

pavement

Saw cut Subexcavation

Bottom of subexcavation class 1, type D, (woven)

Separation-stabilization geotextile, station limits geotextile, class 1, type D (woven)

Separation-stabilization pipe is specified.

necting outlet pipes to collector pipes when more than one outlet

Use T connections or manufacturers recommendation for con-

Provide outlet pipes according to Section 605 and 708.

with no less than one outlet per subexcavation.

Provide one outlet spaced every 200-feet (max.) of collector pipe

See D-Sheets for Collector and Outlet Pipe Quantites.

COLLECTOR AND OUTLET PIPE PLAN

Finished grade

Saw cut pavement

Outlet pipe

Hose clamp

Wire mesh

2"

Filter rock

OUTLET PIPE END DETAIL

drain pipe

Solid outletØ 6"

3"

3"

(min.)

6"

15"

PIPE WRAP DETAIL

6" PERFORATED COLLECTOR

class 1, non-woven, type A

Geotextile filter, Granular backfill

6" Ø Solid outlet drain pipe

See Note 4

0.75% (min.)

6" Ø Perforated collector pipe or Outlet pipe

Standard underdrain system

12"

[1]

[1], [2]

[2] Provide a minimum 0.75% slope to drain at the low point(s) of the subexcavation.

[1] Locate outlet pipes to intercept outlet catch basins, culverts, or daylight to ditch ahead or back on the line where applicable.

FOOTNOTE:1

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DETAIL

STANDARD UNDERDRAIN SYSTEM

STATE PROJECT

NUMBER

SHEET

WA NP MORA 123(2) C.5

NPS Drwg. No. 105/182837 NPS PMIS No. 184913

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

20101 531861.991 1376239.042 2314.582 46°47'13.123713"N 121°33'16.719882"W 2251.8638 0.999813223 5/8" IR w/FHWA alum cap 1.

20102 531547.552 1376299.747 2312.286 46°47'10.028053"N 121°33'15.787138"W 2249.564 0.99981328 Mag nail & Washer

20103 531050.421 1376406.804 2301.246 46°47'05.135242"N 121°33'14.153280"W 2238.5183 0.999813725 5/8" IR w/FHWA alum cap

20104 530331.009 1376541.306 2271.189 46°46'58.052013"N 121°33'12.082486"W 2208.4533 0.999815042 5/8" IR w/FHWA alum cap

20105 529848.853 1376513.308 2279.521 46°46'53.289193"N 121°33'12.392256"W 2216.7807 0.999814565 5/8" IR w/FHWA alum cap

20106 529370.740 1376642.406 2296.213 46°46'48.586985"N 121°33'10.445580"W 2233.4682 0.99981369 5/8" IR w/FHWA alum cap

20107 528922.923 1376919.092 2289.626 46°46'44.203235"N 121°33'06.384260"W 2226.8799 0.999813932 5/8" IR w/FHWA alum cap

20108 528190.231 1377109.754 2246.134 46°46'36.996264"N 121°33'03.504549"W 2183.3818 0.999815893 5/8" IR w/FHWA alum cap

20109 527358.741 1377283.491 2211.725 46°46'28.811856"N 121°33'00.849312"W 2148.9652 0.999817405 5/8" IR w/FHWA alum cap

20110 526458.152 1377584.030 2220.191 46°46'19.962031"N 121°32'56.359421"W 2157.4262 0.99981686 5/8" IR w/FHWA alum cap

20111 526009.165 1377739.499 2212.250 46°46'15.550687"N 121°32'54.040183"W 2149.4833 0.99981717 5/8" IR w/FHWA alum cap

20112 525511.842 1377747.119 2199.697 46°46'10.642834"N 121°32'53.835757"W 2136.9232 0.999817693 5/8" IR w/FHWA alum cap

20113 524820.761 1377661.671 2195.329 46°46'03.810270"N 121°32'54.931276"W 2132.5373 0.999817796 5/8" IR w/FHWA alum cap

20114 524214.506 1377636.099 2192.363 46°45'57.822838"N 121°32'55.182828"W 2129.5615 0.999817846 5/8" IR w/FHWA alum cap

20115 523229.330 1377544.977 2198.706 46°45'48.086636"N 121°32'56.303547"W 2135.8877 0.999817396 5/8" IR w/FHWA alum cap

20116 522832.900 1377363.956 2204.824 46°45'44.149876"N 121°32'58.827929"W 2141.9948 0.999817046 5/8" IR w/FHWA alum cap

20117 522327.906 1376823.846 2217.501 46°45'39.094276"N 121°33'06.489116"W 2154.6501 0.999816366 5/8" IR w/FHWA alum cap

20118 521912.023 1376629.631 2217.792 46°45'34.963701"N 121°33'09.198952"W 2154.9305 0.999816291 5/8" IR w/FHWA alum cap

20119 521177.302 1376241.327 2214.867 46°45'27.660401"N 121°33'14.635096"W 2151.9863 0.999816325 5/8" IR w/FHWA alum cap

20120 520771.963 1375983.743 2198.326 46°45'23.625479"N 121°33'18.256736"W 2135.4341 0.999817057 5/8" IR w/FHWA alum cap

20121 520077.736 1375489.579 2185.434 46°45'16.707753"N 121°33'25.220330"W 2122.521 0.999817574 5/8" IR w/FHWA alum cap

20122 519740.198 1375461.814 2184.918 46°45'13.372386"N 121°33'25.554108"W 2121.9994 0.999817551 Mag nail & Washer

20123 519263.902 1375512.067 2172.697 46°45'08.677718"N 121°33'24.740751"W 2109.7723 0.999818068 5/8" IR w/FHWA alum cap

20124 518651.565 1375226.866 2152.609 46°45'02.595856"N 121°33'28.718554"W 2089.6701 0.999818943 5/8" IR w/FHWA alum cap

20125 518443.404 1375250.766 2146.061 46°45'00.544350"N 121°33'28.335244"W 2083.1195 0.999819227 5/8" IR w/FHWA alum cap

20126 517972.477 1375484.473 2131.974 46°44'55.926952"N 121°33'24.888503"W 2069.0311 0.999819836 5/8" IR w/FHWA alum cap

20127 517584.719 1375539.143 2121.753 46°44'52.106784"N 121°33'24.028842"W 2058.8064 0.999820272 5/8" IR w/FHWA alum cap

PROJECT : SR123 Laughingwater creek bridge to Panther Creek Bridge DATE OF FIELD WORK : multiple entries DATE OF FINAL ADJUSTMENT : June 2020

PROJECT UNITS : US SURVEY FOOT

COORDINATE SYSTEM : Washington South SPCS NAD83 2011

EPOCH DATE : 2010.000

VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID18

To precisely check distances between points as measured on the ground, inverse the state plane coordinates and divide the computed distance by a mean combined factor of the two points.

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STATE PROJECT

D.1

SHEET

NUMBER

NP MORA 123(2)WA

NPS PMIS No.184913 NPS Drwg. No.105/182837

SURVEY CONTROL

10.4 x 16 20301 -1900

20303 -1500

20303 -3500

20701 -0100

20701 -0500

25101 -0200

25101 -0400

60201 -0800

60210 -0800

60220 -0350

60220 -2600

60704 -0000

60705 -0000

62002 -1000

62011 -0500

64704 -1600

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REMARKS

See below for numbered notes

FEET CUYD EACH SQYD SQYD SQYD SQYD CUYD CUYD LNFT EACH LNFT LNFT EACH EACH SQYD EACH CUYD Lt Rt 17+07 6 120 3 13 4 55 1 1 0°20'51" LT C 18" ex. CMP, 52 LNFT 20+57 4 74 3 13 4 48 1 1 2°34'03" LT C 18" ex. CMP, 41 LNFT 74+26 13 4 18" ex. Concrete, 64 LNFT 80+00 1800 75 20 231 79 54 76 70 4°50'55" LT 36" ex. Concrete, 53 LNFT 87+31 1 18" ex. Concrete, 44 LNFT

95+82 2 209 13 4 52 1 1 27°13'50" LT C

95+93 1 3 18" ex. CMP, 41 LNFT 97+40 2 183 13 4 44 1 1 No skew C 98+15 1 3 18" ex. CMP, 38 LNFT 102+61 1 24" ex. Concrete, 38 LNFT 105+70 1 18" ex. CMP, 37 LNFT 109+40 1 30" ex. Concrete, 49 LNFT 117+65 2 177 3 13 4 43 1 1 21°27'20" LT C 18" ex. CMP, 37 LNFT 119+12 2 149 3 13 4 40 1 1 9°01'16" LT C 18" ex. CMP, 35 LNFT 131+82 3 166 3 13 4 40 1 1 5°38'12" RT C 18" ex. CMP, 36 LNFT

141+02 190 257 75 54 24 190 14°51'16" LT

142+53 13 4 1 18" ex. Concrete, 60 LNFT;

Repair of disjointed end section

PROJECT TOTAL 3068 2 75 41 117 488 28 162 322 7 54 54 4 1 100 7 260

Allowable Pipe Material

NOTE: A Aluminum

1. See Std. 602-7 for acceptable concrete class. 3. Skew angle diangram AS Aluminized steel

2. Conserve stone masonry that was removed to use under Section 620. C Concrete

GS Galvanized steel P Plastic (blank) Any appropriate material x/__ Any appropriate material except __

PAY ITEM NUMBER

TABULATION OF DRAINAGE QUANTITIES

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STATE PROJECT

E.1

SHEET

NUMBER

NP MORA 123(2)WA

NPS PMIS No. 184913 NPS Drwg. No. 105/182837

Note: The quantities shown hereon are approximate and are subject to field adjustments.

WA NP MORA 123(2) E.14

NPS PMIS NO. 184913

NPS DRWG. NO. 105/182837

WA NP MORA 123(2) E.15

WA NP MORA 123(2) E.16

WA NP MORA 123(2) F.30

WA NP MORA 123(2) F.31

WA NP MORA 123(2) F.32

WA NP MORA 123(2) F.33

WA NP MORA 123(2) F.34

WA NP MORA 123(2) F.35

WA NP MORA 123(2) G.6

WA NP MORA 123(2) G.7

WA NP MORA 123(2) G.8

WA NP MORA 123(2) G.9

WA NP MORA 123(2) G.10

WA NP MORA 123(2) H.20

WA NP MORA 123(2) H.21