Plans.pdf

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UTAH,

,,---------- Steamboat Springs

, KANSAS

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

PLANS FOR PROPOSED

CO FTBR CRYSTAL DAM(l)

EAST PORTAL ACCESS ROAD

SHEET

Al A2-A3

A4

TITLE SHEET

STATE PROJE CT

SHEET

NUMBER

CO CO FTBR CRYSTAL DAM(l) Al

INDEX TO SHEETS

DESCRIPTION

CONVENTIONAL PLAN SYMBOLS AND ABBREVIATIONS

SURVEY CONTROL

PROJECT!LOCATION CURECANTI NATIONAL RECREATION AREA

Montrose County

AS SURVEY CONTROL SITE MAP

A6 SITE MAP

. "d d I Durango Trim a ___ _

- - - - - - - - - - - - - - - - - 'oKLAHOMA NEW MEXICO I u

KEY MAP OF COLORADO

TYPE OF CONSTRUCTION:

Rockfall Mitigation, Slope Stabilization, Roadway Rehabilitation

DESIGN DESIGNATIONS:

ADT (2021) ----------- 104

ADT (2041) ----------- 155

DHV ------------------ N/ A

D -------------------- 50% T -------------------- 5% V -------------------- 20 mph e(max) --------------- 10%

U.S. CUSTOMARY DIMENSIONS:

Slopes are expressed as RISE:RUN

SPECIFICATIONS:

"STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS

AND BRIDGES ON FEDERAL HIGHWAY PROJECTS, FP-14"

Know what's below.

Call before you dig.

www.call811.com

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OJ-E

CT _M_A _N,.,.A.,,-,GE::-=R.-,.,,LE,.,.A=-D -,,.D.,,-,ES"'IG=:Nc-::E:=-R-, � JOHN KNOWLES JACOBS

LENGTH 5.2 miles

N Delta County

Montrose County

Begin Project ( io FTBR Crystal Dam(1)

1+30.00 q, '°{

� I

< ■ ' Montrose

I '

(ill)

I

End Project co FTBR Crystal Dam(1) 596+00.00

5 10

Scale in Miles

A7-A8 A9

Bl-B2 B3 B4

BS

B6 B7

Cl-ClO C11-C12 C13-C17

Dl

El E2

E3-E4

ES

E6

Fl

Gl G2 G3 G4

GS

G6 G7

GS

TYPICAL SECTIONS

TYPICAL SECTIONS APPROACH ROADS

SUMMARY OF QUANTITIES

GRADING SUMMARY

DRAINAGE AND EROSION CONTROL SUMMARIES

SURFACING AND STAKING SUMMARIES

PERMANENT AND TEMPORARY TC SUMMARIES

MISCELLANEOUS SUMMARIES

EAST PORTAL ROAD PLAN SHEETS

EAST PORTAL ROAD PLAN AND PROFILE SHEETS

EAST PORTAL ROAD PLAN SHEETS

WASTE SITE

W1S7-19 STABILIZED CONSTRUCTION EXIT

C157-50 SILT FENCE

C157-Sl TEMPORARY INLET PROTECTION

C157-53 CHECK DAM

C157-SS FIBER ROLL

C204-Sl SUBEXCAVATION

C251-SO PLACED RIPRAP AT CULVERT OUTLETS

2S2-A SHOULDER STABILIZATION TYPICAL SECTIONS

SLOPE 4 EXCAVATION PLAN

SLOPE S ROCK SLOPE SCALING PLAN

SLOPE S DRAPED WIRE MESH PLAN

260-A ROCK BOLT

260-B ROCK DOWEL

260-C DRAPED WIRE MESH

INDEX CONTINUES ON A2

PLANS PREPARED BY

JACOBS'

FOR

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

DENVER,COLORADO

APPROVED:

DATE:

CHIEF OF ENGINEERING

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

02/11/2021

)!j t�

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I: � es' c:, 3.

1()1 i i

1!-f

ABBREV/A TIONS

f centerline L L

b. curve delta lam.

fZJ diameter lat.

A abut. abutment Jong.

ADT average daily traffic LPSM aggr. aggregate Lt. or LT AH ahead LW alt. alternate M mag.

appr. approach maint.

asph. asphalt mat!.

B b.f. both faces max.

beg. beginning,begin min.

BK back man.

BM bench mark mtn(s).

BP balance point NN

br. bridge NC brg. bearing neg.

C CBC concrete box culvert no. or# c-c center to center 0 o.c.

cir. clear o.f.

CMP corrugated metal pipe OD Co. county P PC col. column PCC cone. concrete perf.

constr. construction PI constr. jt. construction joint pl.

cont. continuous POC corr. corrugated POS

er. creek POT cs point of curve to spiral proj.

ctrs. centers psi CTSM contingent sum PT cu/v. culvert pvmt.

deer. decrement Q quant., Qty DHV design hour volume RR DI drop inlet R.

dia. orD diameter R/W diag. diagonal rd.

diaph. diaphragm rdwy.

dist. distance reconst.

Dist. district reinf.

DLC donation land claim reqd.

dwg(s). drawing(s) res.

EE east Res.

e superelevation rate ret. waif El. 94.066 elevation with number RH elev. elevation Rt. or RT emb. embankment rte.

engr(s). Engineer(s) ss EOP edge of pavement SADT EQor eq. equation SC ER edge of road sec.

et al and others shldr.

et ux and wife spa.

EW edge of water spec.

exc. excavation st.

exp.jt. expansion joint ST ext. exterior sta.

F f.f. fill face std.

Fed. federal stiff.

FES flared end section str.

fin. finish struc.

ftg. footing sym.

G ga. gage (gauge) TT galv. galvanized T.

gdr. girder tan.

H hdwl. headwall TBM HES homestead entry survey TCE hex. hexagon transv.

horiz. horizontal TS HW high water typ.

hwy. highway vv

I ID inside diameter vert.

incl . inc/usive,including vph incr. increment VPI int. interior WW

.] jt. Joint length of curve lamination latitude longitudinal Jump sum left low water magnetic maintenance material maximum minimum monument mountain(s) north normal crown negative number on centers other face outside diameter point of curve point of compound curve perforate point of intersection plate point on curve point on spiral point on tangent project pounds per square inch point of tangent pavement quantities radius range right-of-way road roadway reconstruction reinforcement required reservoir Reservation retaining wall reference hub right route south seasonal average daily traffic point of spiral to curve section shoulder spacing, Spaces or Spaced specification street paint of spiral to tangent station standard stiffener straight structural symmetrical tangent length township tangent temporary bench mark temporary construction easement transverse point of tangent to spiral typical design speed vertical vehicles per hour vertical point of intersection west

DRAINAGE SYMBOLS

Ditch (Existing, Proposed)

Flow Arrow

Drainage or Small Creek

Lake, Pond or Reservoir

Large Creek

Wetland

River

Spring

Bridge (Existing, Proposed)

Box Culvert (Existing, Proposed)

Pipe Culvert (Existing, Proposed)

With End Sections (Existing, Proposed)

With Headwalls (Existing, Proposed)

With Drop Inlet (Existing, Proposed)

Underdrain (Existing, Proposed)

Riprap Apron (Proposed)

-------------- 0 O O --------------

---=======:-- 0 0 0 --------------

---- O O O --------------

SPRING

�- - - - - - - -( _r--------..

[>-----------------------<cl

�---------------------1~

1-- - --IUD!-- - --I

:-, --C

---IUD 1--------l UD I---

EROSION & SEDIMENT CONTROL SYMBOLS

Bonded Fiber Matrix Mulching

Check Dam

Diversion Berm

Ro/fed Erosion Control Product

Riprap

Fiber Roll (Ditch and/or Cut Slope)

Silt Fence

Temporary Inlet Protection

Fiber Ralf (Slope Protection)

----t SF 1--------l SF 1--------l SF 1--------l SF 1--------l SF f--

FENCE & CATTLEGUARD SYMBOLS

Fence (Existing, Proposed)

Fence w/ Gate (Existing, Proposed)

Cattleguard (Existing, Proposed)

GEOLOGIC SYMBOLS

Boring Location (Existing, Proposed)

Material Source lr-X- -X- -X---l( XX XX XX XX XX lr-X- � >'- 1!---x- --l( xx xx x► ◄x xx xx

SHEET

Kl

Tl

T2

T3 T4

TS

T6 T7

TB

T9

V1

V2 V3

V4 vs

V6

V7

VB

V9

VlO

STATE PROJECT

co CO FTBR CRYSTAL DAM(l)

INDEX TO SHEETS

DESCRIPTION

E401-01 PAVEMENT TRANSITIONIS

602-1 METAL PIPE CULVET

602-4 METAL END SECTION

602-6 PIPE CULVERT INLET TREATMENT IN Cl/T SLOPES

604-5 INLET TYPE SA

604-6 FRAME AND GRATE TYPE SA

605-A STANDARD AND GEOCOMPOSITE UNDERDRAINS

C617-13 MGS AND G4 W-BEAM GUARDRAIL INSTALLATION IN ROCK

C617-20 MGS AND G4 W-BEAM GUARDRAIL TYPE TANGENT TERMINAL AND

GRADING

C617-31 MGS W-BEAM GUARDRAIL WOOD POSTS

E633-01 SIGN STRUCTURES

C633-51 DELINEATORS

C6J4-S0 CENTERLINE STRIPING AND TOP LIFT PAVEMENT JOINT

TEMPORARY TRAFFIC CONTROL LAYOUT

635-5 TEMPORARY TRAFFIC CONTROL ROAD CLOSURE LAYOUT (WITH

FLAGGERS)

635-6 TEMPORARY TRAFFIC CONTROL SINGLE LANE CLOSURE LAYOUT (WITH

FLAGGERS)

635-7 TEMPORARY TRAFFIC CONTROL SINGLE LANE CLOSURE LAYOUT (WITH

YIELD SIGN)

635-8 TEMPORARY TRAFFIC CONTROL SINGLE LANE CLOSURE LAYOUT (WITH

STOP SIGN)

635-13 TEMPORARY TRAFFIC CONTROL SINGLE LANE CLOSURE LAYOUT (WITH

TEMPORARYORARY BARRIER)

635-14 TEMPORARY TRAFFIC CONTROL SIGN INSTALLATION WOOD POSTS

Xl-X65 EAST PORTAL ROAD CROSS SECTIONS

Z1 CULVERT CROSS SECTIONS

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

SHEET

NUMBER

A2

CONVENTIONAL PLAN

SYMBOLS AND ABBREVIATIONS

Sheet 1 of 2

LANDSCAPING & VEGETATION SYMBOLS

� • 0 0 0 Treeline

MAPPING SYMBOLS

Building (Existing, Proposed)

Coordinate Grid Tick

North Arrow

Railroad Single Track

Double Track

Spot Elevation

Trail

Survey Control Point

RIGHT-OF-WAY SYMBOLS

Boundaries National State County City Township or Range Line Section ¼ Section ½6 Section Bureau of Indian Affairs Bureau of Land Management National Forest National Park National Wildfffe Refuge

Easements Pennanent {Existing) Pennanent {Proposed) Temporary {Proposed)

Monument {As described)

Parcel Number

Property Line Right-of-Way Line (Existing) Right-of-Way Line (Proposed)

Section Corner (Found, Projected)

¼ Section Corner {Found, Projected)

½6 Section Corner {Found)

X 999.9

//////////¥P////////////////////¥P/////////////, / / / / NWR / / / / NWR / / / / NWR / / / / NWR / / /, ------P/E------

-l'/t-----l'/£-----1'/t-

- TCE -- TCE -- TCE -- TCE -- TCE -

( 400 ) -P/L P/L P/L -r/w r/w r/w---

,,,,, ,,,,, NII

3�1 I 6

3�1

15 15

22 22

1/16

GUARDRAIL, BARRIER & WALL SYMBOLS

Guardrail (Existing, Proposed)

Guardwa/1 (Existing, Proposed)

Median & Side Barrier (Existing, Proposed)

Retaining Wall (Existing, Proposed)

ROADWAY SYMBOLS

Clearing/Construction Limits Slope Stake Limits

Top of Cut Transition Toe of Fill

Edge of Roadway Existing

Proposed

Roadway Centerline (With Station ticks)

Roadway Obliteration

SIGN SYMBOLS

Signs Commercial {Existing, Proposed) Delineator (Existing, Proposed) Portable {Proposed) Post Mounted (Existing, Proposed)

UTILITY SYMBOLS

Irrigation Ditch Underground {Existing, Proposed) Surface (Existing, Proposed)

Support Pole (Existing, Proposed) Support Pole Anchor (Existing, Proposed) Street Light (Existing, Proposed)

Telephone Booth (Existing, Proposed)

Telephone Pedestal (Existing, Proposed)

Underground Utility (Existing, Proposed)

CATV

Fiber Optic Gas Oil Power Sanitary Sewer Telephone Water

Overhead Utility Line (Existing, Proposed)

CATV

Fiber Optic Power Telephone

A A A A A A J\ A . . . ' uu ---.-------.---

"TT

u ---.---

- - ---1 IRR 1-- - -

---IRR---

---0 ------

- --ITV!-- - ----ITVI--

- ----IFOI-- - --ffOI--

- ----IGI-- - ----IGI-- -------l G f------------l G 1---

- ----101-- - ----101-- -------l O f------------l O 1---

- --IP!-- - ----IPI-- -------l p f------------l p 1---

- ----ISSI-- - ----1551-- -------l ss f------------l ss 1---

- --I T I-- - --I T I-- -------l T f------------l T 1---

- ---!WI-- - ----IWI-- -------l w f------------l w I---

--TV---TV-

--FO---rO-

--P---P- -P---P--

-- T--- T- -T---T--

PROJECT SPECIFIC SYMBOLS

ROADWAY SYMBOLS

Subexcavatfon

Limits of Scaling

STATE PROJECT

co CO FTBR CRYSTAL DAM(l)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVIS10N

SHEET

NUMBER

A3

CONVENTIONAL PLAN

SYMBOLS AND ABBREVIATIONS

Sheet 2 of 2

�L __________________________________ i ___________________________________ L.... _____________ .....1L...--------------------

Project: Crystal Dam Review FP-14, Section 152.05

Date Of Field Work : 5/2020

Date Of Final Ad justment : 05/20/2020

Project Units : US Survey Foot

Datum: US STATE PLANE NAD83

Zone: COLORADO SOUTH 0503

Geoid: GEOID12B

OPUS Epoch Date : 2010

Vertical Datum : NAVD88

Alignment: CrystalDam.alg

STATE PLANE COORDINATES GEO COORDINATES

POINT

NORTH EAST ELEVATION LATITUDE LONGITUDE

ELLIPSOID MAPPING COMBINED

NUMBER HEIGHT ANGLE FACTOR

2001 1684857.37 2378150.87 8469.38 38°31'39.26226"N 107°40'25.65150"W 8418.19 -1 °20'00" 0.99961612

2002 1686605.24 2379265.04 8209.38 38°31'56.79074"N 107°40'12.14616"W 8158.21 -1 °19'52" 0.99962957

I 2003 I 1685982.31 I 2381112.75 I 7812.38 I 38°31'51.05857"N I 107°39'48.71893"W I 7761.28 I -1 °19'37" I 0.99964820

2004 1684337.59 2381507.21 7511.84 38°31'34.89564"N 107°39'43.27747"W 7460.77 -1 °19'34" 0.99966162

2005 1684780.67 2382114.95 7383.94 38°31'39.41319"N 107°39'35. 76105"W 7332.88 -1 °19'29" 0.99966799

2006 1683410.09 2383341.05 7109.24 38°31'26.14899"N 107°39'19.93876"W 7058.24 -1 °19'20" 0.99968034

2007 1684741.03 2384692.48 6738.29 38°31'39.60926"N 107°39'03.32421"W 6687.32 -1 °19'10" 0.99969886

2008 1683161.60 2385072.40 6544.11 38°31'24.08770"N 107°38'58.08759"W 6493.17 -1 °19'06" 0.99970723

2009 1684715.78 2382121.30 7393.55 38°31'38. 77343"N 107°39'35.66229"W 7342.49 -1 °19'29" 0.99966750

PROJECT AVERAGES = 0.99966416

NOTE:

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.

TO COMPUTE GEODETIC AZIMUTHS USE THE FOLLOWING FORMULA : GEODETIC AZIMUTH =

GRID AZIMUTH + MAPPING ANGLE

STATION OFFSET

433+43.22 45.74 RT

459+34.09 116.78 LT

I 495+69.14 I 67.10 LT I

519+66.66 52.16 LT

528+58.04 160.55 LT

550+74.71 23.85 LT

579+88.ll 94.30 LT

600+17.72 33.24 LT

528+70.55 126.17 LT

STATE PROJECT

co CO FTBR CRYSTAL DAM(l)

DESCRIPTION

REBAR AND CAP STAMPED HORROCKS ENG.

REBAR AND CAP STAMPED HORROCKS ENG.

REBAR AND CAP STAMPED HORROCKS ENG.

REBAR AND CAP STAMPED HORROCKS ENG.

BRASS CAP NPS MONUMENT SET 1975

REBAR AND CAP STAMPED HORROCKS ENG.

NAIL IN STUMP

NAIL IN STUMP

REBAR AND CAP STAMPED HORROCKS ENG.

c l

��o L tc� () 'lki � �(',,OH B;8 � o �- � a t:38690

J' ff-10NAL L��t} �

02/03/2021

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

I

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

SURVEY CONTROL

SHEET

NUMBER

A4

Private / Driveway _j

//////////4:(

I

I

Private Driveway

///////// BO� Maintenance "' Building

"'#?////////////ll.

TraH Access ] l

STATE PROJECT

co CO FTBR CRYSTAL DAM(l)

Black Canyon of the Gunnison National Park

"' Station Equation

"' BK 525+65. 08 =

"' AH 525+94.oo;

Curecanti National Recreational Area

East Portal "' Campground

\ (NPS) "'

Gun,.,· • • • ,11son R·

�tver

Cn, --._ • �a/ D"'--:- - • • J.. 6 �177 ------ -''111es "-.

I

I

N

SHEET

NUMBER

AS

Crystal Dam �

0 2000' 4000'

02/03/2021

Scale in Feet

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

SURVEY CONTROL

SITE MAP

Begin Project Station 321 +30.00 CO FTBR Crystal Dam(1) N 1689794.65 E 2372732.66

Private J Driveway

I

I I

Trail Access

Bureau of Reclamation Gate

Gunnison R· !Ver

Black Canyon of the Gunnison National Park

STATE PROJ ECT Nt�

E

:;R

CO CO FTBR CRYSTAL DAM(l) A6

////////// NOTES:

1. Place stabilized construction exit as directed by the CO.

@ Historic Townsite has not been recorded. Verify location at the direction of the CO. Do not disturb.

@ Refer to C Sheets for locations of waste sites.

Waste Site #1 ® h\ � Historic 0 \_ 1/ Proposed Townsite \-Stagmg Area

�#.P/// 1/

Rock Slope #5 �

0 �

0 � ' " <:,<j '

� / / / / � Station E uati';;;, � BK 525+65.08 =

'\ AH 525+94.00�

Curecanti National Recreational Area

East Portal 0 • Campground

\: (NPS) '\

/ / / / / / / / /// //// / / / / ,1/,P / / / / / / / / / / / / / / /

Gunn· -.......: ••• 'Ison R·

�Iver

Cn, t. ......._ - •.

�ato.,,, - • .[. 6 �n, ......... -"'"es '\

End Project Station 596+00.00 CO FTBR Crystal Dam(1) N 1683519.63

E 2384888.95

Ccyst,/Dam�

N

2000'

Scale in Feet

4000'

U.S. DEPARTM ENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVIS10N

SITE MAP

Sheet and Description

B3 B4 B5 B6 B7

Grading Summary

Drainage and

Erosion Control

Summaries

Surfacing and

Staking Summaries

Permanent and

Temporary TC

Summaries

Miscellaneous

Summaries Allowance Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15216-2000 SURVEY AND STAKING, GRADE FINISHING 4R section

STAKES MILE 0.616 0.616

A0060 15216-3000 SURVEY AND STAKING, TEMPLATE CONTROL MILE 4.889 4.889 3R section

A0080 15225-0000 SLOPE, REFERENCE, AND CLEARING AND 4R section

GRUBBING CONTROL MILE 0.308 0.308

A0100 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0120 15401-0000 CONTRACTOR TESTING LPSM ALL

A0140 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0160 15705-0100 SOIL EROSION CONTROL, SILT FENCE LNFT 584 36 620

A0180 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 190 10 200

A0200 15706-0200 SOIL EROSION CONTROL, CHECK DAM EACH 55 55

A0220 15706-1100 SOIL EROSION CONTROL, INLET PROTECTION

TYPE A EACH 1 1

A0240 15706-1600 SOIL EROSION CONTROL, STABILIZED

CONSTRUCTION EXIT EACH 3 3

A0260 20301-2000 REMOVAL OF PIPE END SECTION EACH 4 4

A0280 20302-1200 REMOVAL OF GUARDRAIL LNFT 369 21 390

A0300 20302-2100 REMOVAL OF PIPE CULVERT LNFT 31 4 35

A0320 20401-0000 ROADWAY EXCAVATION CUYD 13,226 1,274 14,500

A0340 20402-0000 SUBEXCAVATION CUYD 21 1 22

A0360 20702-0800 GEOTEXTILE FILTER, CLASS 2, TYPE C SQYD 42 3 45

A0380 25101-2200 PLACED RIPRAP, METHOD B, CLASS 2 CUYD 8 2 10

A0400 25201-1000 SPECIAL ROCK EMBANKMENT,

MECHANICALLY-PLACED CUYD 149 11 160

A0420 26001-0000 ROCK BOLT LNFT 200 200 See G sheets

A0440 26002-0000 ROCK DOWEL LNFT 100 100 See G sheets

A0460 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 2,258 92 2,350

A0480 30302-1000 DITCH RECONDITIONING LNFT 17,960 840 18,800

A0500 30401-5500 FULL DEPTH RECLAMATION, METHOD 2,

8-INCH DEPTH MILE 4.890 4.890

A0520 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY

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

MAXIMUM SIZE AGGREGATE, 0.3 TO <3

MILLION ESAL TON 10,804 546 11,350

A0560 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 108 2 110

A0600 40601-0000 FOG SEAL TON 27 1 28

A0620 41101-1000 PRIME COAT, METHOD 1 TON 73 2 75

A0640 41105-0000 BLOTTER TON 479 21 500

A0660 41201-0000 TACK COAT TON 27 1 28

MileStone: 100% Design

Date Completed: 02/10/21

Report Date: 02/10/21

A

M

E

N

D

Line

Item

No.

Pay Item

Number

SUMMARY OF QUANTITIES - Schedule A -F e b -2

:5 P

M

Remarks and/or Determination of

Estimated Quantity Pay Item Description Unit

Estimated

Quantities

C

U s e rs

\e k it z m il \D e s k to p s u m m a ry

C ry s ta lD a m x ls m ]S h e e t

STATE PROJECT

B1CO FTBR CRYSTAL DAM(1)CO

SHEET

Sheet and Description

B3 B4 B5 B6 B7

Grading Summary

Drainage and

Erosion Control

Summaries

Surfacing and

Staking Summaries

Permanent and

Temporary TC

Summaries

Miscellaneous

Summaries Allowance Bid Schedule

A0680 60201-0800 24-INCH PIPE CULVERT LNFT 61 3 64

A0700 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 2 2

A0720 60403-1200 INLET, FLH TYPE 5A EACH 1 1

A0740 60409-0600 INLET TOP, METAL FRAME AND GRATE, FLH

TYPE 5 EACH 1 1

A0760 60501-0000 STANDARD UNDERDRAIN SYSTEM LNFT 293 27 320

A0780 60704-0000 CLEANING CULVERT IN PLACE EACH 6 6

A0800 61701-4550 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS A

WOOD POSTS LNFT 350 25 375

A0820 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT EACH 2 2

A0840 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM

CAPACITY HOUR 40

A0860 62201-0850 WHEEL LOADER, 1 CUBIC YARD MINIMUM

RATED CAPACITY HOUR 40

A0880 62201-1250 BULLDOZER, 120HP MINIMUM FLYWHEEL POWER HOUR 40

A0900 62201-2050 ROLLER HOUR 40

A0920 62301-0000 GENERAL LABOR HOUR 40

A0940 62302-0100 SPECIAL LABOR, SLOPE SCALING HOUR 100 100 See G sheets

A0960 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 40

A0980 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 40

A1000 62511-2000 SEEDING, HYDRAULIC METHOD SQYD 825 35 860

A1020 63308-0000 OBJECT MARKER EACH 2 2

A1040 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

(Double Yellow)) MILE 21.0 21.0

A1060 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID (White) MILE 21.0 21.0

A1080 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM All ALL

A1100 63701-0000 FIELD OFFICE EACH 1

A1120 65101-1000 DRAPED ROCKFALL PROTECTION, WIRE MESH SQYD 2,250 2,250 See G sheets

-F e b -2

:5 P

M

MileStone: 100% Design

Date Completed: 02/10/21

Report Date: 02/10/21

C

U s e rs

\e k it z m il \D e s k to p s u m m a ry

C ry s ta lD a m x ls m ]S h e e t

(2

SUMMARY OF QUANTITIES - Schedule A

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

B2CO FTBR CRYSTAL DAM(1)CO

B5

SUMMARIES

SURFACING AND STAKING

STATE PROJECT

P

M d e n p w p d p w ic s w o r k in g B S u m C

D .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

NUMBER

CO CO FTBR CRYSTAL DAM(1)

.1

.1

.1

.2 1 .2

.2

.1

.2

.1

.11

.1

.1

.1

.1

.1

.2

.2

.2

.1

.2 1 .1

.2

.2

.2

.2

.2

.2

.2

.2

.2

.2

.5

504+00

528+

0 5

6+

8+

P C

.0

P T

.8

P C

.6

P T

.6

PT

.6

PC

.2

P C

.1

P T

.5

P C

.8

PC

.9

PT

.6

BK 525+

65.08=

AH

525+

94.00

Station Equation

V P I

.0

E L

.0

V P I

.0

E L

.5

-12.101%

V P I

.0

E L

.6

-12.674%

150.00' VC

SSD = 7385'

K = 1649.95

STATE PROJECT

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C D .d g n

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NUMBER

SHEET

CO CO FTBR CRYSTAL DAM(1)

200'100'0

Scale in Feet

EAST PORTAL ROAD 505+00 TO 519+00

E a s t P o rta l R d

East Portal Rd CL

10%

-10%

0%

10%

-10%

0%

507+00 508+00 509+00 510+00 512+00 513+00 514+00 515+00 516+00 517+00 518+00 519+00511+00

Proposed Grade

Begin Guardrail

End Terminal Section

513+35, 12.5' Lt.

C11 of Rock Slope #4

Geotechnical Design

See G Sheets for

Cleaning culvert in place

Existing 24" CMP

506+51 telephone line

Existing 8" overhead

Do not disturb

Existing rock retaining wall

NOTE:

Removal of guardrail

Begin 4R Construction Reclamation and Overlay Suspend Full Depth 509+40.00

Proposed Grade

Begin 4R Construction Reclamation and Overlay Suspend Full Depth 509+40.00 control, silt fence

Soil erosion

Existing Ground

Existing Ground

End Terminal Section

516+33, 12.5' Lt.

Section

Begin Terminal

513+10, 12.5' Lt.

-6.2% LT

+60.07

+40.00

-3.4% LT

+26.17

6.8% LT

-6.2% LT

+86.25

8.6% LT

+19.03

+90.36

-2.0% LT

+57.52 -2.0% LTMatch Existing

3.4% RT

+40.00

+26.17

-6.8% RT

-6.8% RT

+62.51

6.2% RT

+60.07

+25.70

-2.0% RT

-2.0% RT

+92.52

Match Existing

+62.51

6.8% LT

8.6% RT

+54.48

+54.48

8.6% LT

6.2% RT

+86.25

8.6% RT

+19.03 double yellow

Type B, solid 4"

Pavement markings, C1

L = 175.75'

T = 104.26'

R = 130.00'

PI = 515+03.14

Curve = C4

L = 106.98'

T = 54.10'

R = 290.50'

PI = 511+73.77

Curve = C3

L = 15.80'

T = 7.90'

R = 254.01'

PI = 509+47.90

Curve = C1

L = 124.34'

T = 63.83'

R = 223.00'

PI = 510+46.01

Curve = C2

L = 103.70'

T = 51.86'

R = 3000.00'

PI = 517+61.82

Curve = C5

C2

C3

C4

C5

Pavement

Existing Edge of

PC

.2

R ip r a p c la s s

R t.

E n d S e c ti o n R t.

I n s ta ll x

C M

P

R e m o v e e x is ti n g c u lv e r t

Outlet INV El.=7590.22

Inlet INV El.=7592.96 and grate, FLH Type 5.Metal frame inlet top.Type 5A with inlet, FLH Install 24" X 46' CMP and end section.

and flared Remove existing culvert

511+64

Begin Terminal Section.

End Guardrail.

516+08, 12.5' Lt.

telephone pole and line

Do not disturb existing 2.

2.

1.

2.

2.

3.

2.

1.

513+45 to 513+85 mechanically-placed embankment, Special rock

511+55 to 512+25 mechanically-placed embankment, Special rock existing telephone line

Do not disturb

Superelevation Diagram

Control, silt fence

Soil Erosion

4" double yellow type B, solid

Pavement markings, mechanically-placed

Special rock embankment, 515+15 to 515+75 subsidiary to Guardrail pay item existing pole and mirror, Remove and reset

514+85 excavation pay item subsidiary to Roadway

Remove spire, 514+70 to 514+90

512+00 to 513+00

Waste Site entrance/exit.

location of Stabilized construction

The CO to determine dimensions and

Section 725.

Coat guardrail according to SCR features.

Coordinate with CO to avoid drainage specified in the SCRs Section 204.

Site, according to the locations limits specified in plans to the Waste

Push excess material off side in underground telephone line

Approximate location of existing

00 750

10 7

.1

.1

.1

.1

.1

.1

.2

.2

.1

.2

.2

.2

.1

.2

.1

.2

.1

.1

.2

.2

.2

0 5

532+00

P C

.2

P C

C

.1

PC 513+98.88

P C

.9

P T

.6

P T

.4

P C

.8

P T

.2

B K

.0

A H

.0

S ta ti o n E q u a ti o n

STATE PROJECT

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C D .d g n

U s e r D

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NUMBER

SHEET

CO

Superelevation Diagram

CO FTBR CRYSTAL DAM(1)

V P I

.0

E L

.2

V P I

.0

E L

.5

5 V P I

.0

E L

.2

-13.141%

-12.455%

150.00' VC

SSD = 1498'

K = 321.20

200.00' VC

SSD = 1124'

K = 291.42

East Porta l Rd

Rock Slope #5

Geotechnical Design of

See G Sheets for

S c a lin g

200'100'0

Scale in Feet

Staging Area

Potential

Do not disturb utility post

Existing Telephone type B, solid 4" white

Pavement markings, solid 4" double yellow

Pavement markings, type B, Do not disturb

Existing guardrail

Do not disturb

Existing inlet, 4'x4'Do not disturb

Existing 36" CMP

EAST PORTAL ROAD 519+00 TO 532+00

C12

10%

-10%

0%

10%

-10%

0%

519+00 520+00 521+00 522+00 524+00 525+00523+00

Proposed Grade

Existing Ground

7550 7550

-7.2% LT

+42.02

-7.2% LT

+69.41

-9.4% LT

+04.98

7.2% RT

+42.02

7.2% RT

+69.41

+04.98

9.4% RT

+15.65

-9.4% LT

9.4% RT

+15.65

-6.6% RT

+83.63

2.4% RT

+65.08

-2.4% LT

+65.08

6.6% LT

+83.63

+19.48

-6.6% RT

+19.48

6.6% LT

see Special 605-A

Begin install standard underdrain system, 521+17 Lt.

see Special 605-A

Begin install standard underdrain system, 520+93 Rt.

see Special 605-A

End install standard underdrain system, 522+24 Lt.

Match Existing

Match Existing

-9.4% LT

9.4% RT

Pavement

Existing Edge of

C7

P C

C

.1

East Portal Rd CL Do not disturb

Existing inlet, 5'x6' see Special 605-A

Install underdrain outlet pipe, L = 121.45'

T = 62.06'

R = 240.00'

PI = 524+02.88

Curve = C8

L = 131.18'

T = 66.65'

R = 300.00'

PI = 526+37.76

Curve = C9

L = 48.96'

T = 24.60'

R = 200.00'

PI = 519+19.82

Curve = C6

Subexcavation (Half width)

521+10 to 521+35

C6

C8

Do not disturb

Existing guardrail

Staging Area

Potential

C9

E 2381907.45

N 1684656.62

E 2382001.55

N 1684860.50

E 2382105.39

N 1684737.44

E 2382022.66

N 1684596.85

E 2382021.61

N 1684584.79

L = 332.27

T = N/A

R = 100.00'

Curve = C7

Subexcavation (Half width)

W ire m e s h

1.

1.

NOTE:

Resume Full Depth Reclamation and Overlay

End 4R Construction

AH 525+94.00

BK 525+65.08=

Reclamation and Overlay

Resume Full Depth

End 4R Construction

525+94.00

Stabilized Construction Exit

Soil erosion control, SCR Section 204.

Waste Site as specified in

Waste excavated material in telephone line existing underground

Approximate location of

13.1

13.2

13.1

13.2

13.1

13.2

13.2

13.2

13.2

13.2

13.2

13.2

DI7597.5360

STATE PROJECT

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CO CO FTBR CRYSTAL DAM(1)

E a s t P o rta l R d

60'30'0

Scale in Feet

D1

East Portal Rd CL

+00

3+

WASTE SITE

512+00 to 513+00

Waste Site

NO SCALE

OMITTED POST DETAIL

PLAN VIEW

See Note 1

TYPICAL GUARDRAIL CROSS SECTIONTYPICAL GUARDRAIL CROSS SECTION

TYPICAL GUARDRAIL ELEVATION

POST BOLT ASSEMBLY GUARDRAIL MOUNT

FLEXIBLE DELINEATOR

POST AND BLOCK

and Details C617-13 or C617-37.

and the hinge point. For all other locations, see Section 617 omitted in locations where the typical guardrail cross section

When encountering impenetrable material, one post may be of traffic

Lap in direction splice

Mid-span Traffic of rail as applicable ground line at face

Edge of pavement or

1V:2H or flatter slope

1V:10H or flatter slope 1V:10H or flatter slope fill slope

Variable

Hinge point steeper than fill slope

Variable slope but not departure terminal sections required for approach and

Subgrade shoulder. Widening groundline at face of rail

Edge of pavement or groundline at face of rail

Edge of pavement or on each side of block

16d galvanized nail

Toenail with one

Hinge point departure terminal sections required for approach and

Subgrade shoulder. Widening shown on Typical Section

Aggregate base or as shown on Typical Section

Aggregate base or as

See Note 3 sheeting

Retroreflective

W beam rail

Post and block

P o s t le n g th block (typ.)

Post and on each side of block

16d galvanized nail

Toenail with one

5.

4.

3.

2.

1.

including its appearance, and accepted manufacturing practices.

those consistent with the proper functioning of the part, Dimensional tolerances not shown or implied are intended to be

In erodible or uncompacted soils, increase post length to 7'-6".

approved by the CO.

the edge line. Other types of delineators may be used as recommendations. Match the color of the reflective element with or mechanical means according to the manufacturer's delineator to the top of the wood post using either an adhesive

Install a flexible hinged delineator every fourth post. Fasten block rotation.

the adjacent blocks with two 16d galvanized nails to prevent with anti-rotation nails. If combination blocks are used, toenail or combination of blocks (no more than two) to achieve the

Size of block shown elsewhere on the plans. Use a single block

56'-3" (min.) distance between omitted posts

43'-9" (min.)

12'-6"

(one omitted post) unsupported span

(max.)

"2 13'-1 6'-3" Post spacing bolts and nuts (8 per splice)

" guardrail splice4 1" x 18

(typ.)

2'

See Note 2

8" or 12" block

6' post 6' post

3" x 4" (min.)

8" guardrail bolt " x 18" or 22"8

" recess nut8 on terminal sections

All posts except those

" plain round washer.4

" Ø hole4

" Ø hole (typ.)4

(typ.)

8"

(t yp

6"

(t yp

6" ty p ty p includes 2-feet (min.) between the back of the guardrail post actual 8-inch or 12-inch offset. Secure wood blocks to the posts

6' POST, 8" OR 12" BLOCK 6' POST CENTERED ON HINGE, 8" OR 12" BLOCK

See Note 2

8" or 12"

See Note 2

8" or 12"

DETAIL APPROVED FOR USE 04/2020

C617-31

5" (max.)

WOOD POSTS

MGS W-BEAM GUARDRAIL

REVISED:

See Note 4

See Note 2

8" or 12" block

STATE PROJECT

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M d e n p w p d p w ic s w o r k in g T s p c C

D .d g n

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SPECIAL

U.S. CUSTOMARY SPECIAL

U s e r D

E N

P W

P

NUMBER

SHEET

CO CO FTBR CRYSTAL DAM(1) T9

6. Apply weathering agent to all new W-beam and steel hardware.

NOTE: