CA FTNP GOGA 993(1) Plans.pdf

Eureka

OREGON

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go -··-··":I Mr.)<.lCO ··�--� ..

KEY MAP OF CALIFORNIA

TYPE OF CONSTRUCTION:

Parking lot widening, grading, and paving.

DESIGN DESIGNATIONS:

ADT (20xx) ----------- <2000 VPD ADT (20xx) ----------- <2000 VPD

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

D -------------------- N/ A T -------------------- 5% Horse Trailers

V -------------------- 15 MPH

e(max) --------------- N/ A

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"

COlllliimii��T YO ncnLHC�

Know what's below.

Call before you dig.

'"-I www.call811.com

� t-P_R_O _J E_CT_M_A-NA_ G_ E_R--.---LE_ A_D_ D_ E_S _IG_ N_ E _R-, � Matt Ambroziak ATKINS

STATE PRO JECT SHEET

NUMBER

U.S. DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE SHEET

Al A2 - A3

A4

AS

PLANS FOR PROPOSED

A6 - AB

Bl - B2

B3

CA CA FTNP GOGA 993(1)

TENNESSEE VALLEY PARKING LOT

INDEX TO SHEETS

DESCRIPTION

TITLE SHEET

CONVENTIONAL PLAN SYMBOLS AND ABBREVIATIONS

SITE VICINITY MAP

SURVEY CONTROL SHEET

TYPICAL SECTIONS

SUMMARY OF UANTITIES

GRADING SUMMARY

CA FTNP GOGA 993(1)

TENNESSEE VALLEY PARKING LOT

B4

BS - B6

B7 Dl D2 D3

DRAINAGE SUMMARY

MISCELLANEOUS SUMMARIES

SIGNING AND STRIPING SUMMARIES

REMOVAL PLAN

PARKING LOT PLAN

SIGNING AND PAVEMENT MARKING PLAN

N

NPS PMIS NO. 253808

DRAWING NO. 641-176591

GOLDEN GATE NATIONAL RECREATION AREA

MARIN COUNTY

Gulf of the Fara/lanes

Golden Gate Bridge (US 101)

4 mi

Scale in Miles

Bmi

El - E3 Gl Rl T1

T2 T3 T4

TS

T6 Tl

TB

T9

T11

T12

T13

T14

T15

T16

T17

T18

T19

GRADING PLAN

SPECIAL 251-A PLACED RIPRAP

DETAIL CSOl-50 MINOR CONCRETE PAVEMENT JOINTS

SPECIAL 604-A EISA 438 BASIN DETAILS

SPECIAL 604-B EISA 438 BASIN DETAILS

SPECIAL 609-A CURBS AND GUTTERS

SPECIAL 609-B CONCRETE WHEELSTOP

SPECIAL 615-A ACCESSIBILITY RAMP AND DETECTABLE WARNING PANEL

SPECIAL 619-A FENCE SPLIT RAIL

SPECIAL 619-B METAL GATE 14 FT

SPECIAL 619-C METAL GATE 34 FT

SPECIAL 633-A SPEED HUMP

SPECIAL 633-B SIGN STRUCTURES

SPECIAL 633-C BREAKAWAY SIGN SUPPORT WOOD AND STEEL POSTS

SPECIAL 633-D SIGN BRACING

DETAIL C634-50 CENTERLINE STRIPING AND TOP LIFT PAVEMENT JOINT

SPECIAL 634-A PAVEMENT MARKINGS SYMBOLS AND WORDS

SPECIAL 634-B PAVEMENT MARKING AND SIGNING IN PARKING AREAS

STANDARD 635-1 TEMPORARY TRAFFIC CONTROL ADVANCE SIGNING

STANDARD 635-6 TEMPORARY TRAFFIC CONTROL SINGLE LANE CLOSURE

(WITH FLAGGERS)

STANDARD 635-14 TEMPORARY TRAFFIC CONTROL SIGN INSTALLATION

WOOD POSTS

SPECIAL 646-A FIXTURE BICYCLE STORAGE RACK

Tennessee Valley Parking Lot

CA FTNP GOGA 993(1)

RECOMMENDED:

PLANS PREPARED BY:

ATKINS

Member of the SNC-Lavalin Group

PLANS PREPARED FOR

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

DENVER, COLORADO

DATE:

DIRECTOR OF ENGINEERING

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

APPROVED:

Approved per Memo Dated July 14, 2021

ACTING REGIONAL DIRECTOR, INTERIOR REGIONS 8, 9, 10, AND 12

NATIONAL PARK SERVICE

Al

07/26/2021

ABBREVIATIONS

(£ centerline L L curve delta lam.

fl} diameter lat.

A abut. abutment long.

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.

C:

BK back man.

.g, BM bench mark mtn(s).

BP balance point NN

br. bridge NC

"' brg. bearing neg.

1§ C CBC concrete box culvert no. or# 8 c-c center to center 0 o.c.

0.. cir. clear o.f.

� CMP corrugated metal pipe OD

15 Co. county P PC ...., col. column PCC § cone. concrete perf.

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

� cont. continuous POC -5; corr. corrugated POS c:

I

er. creek POT /!l cs point of curve to spiral proj.

ctrs. centers psi

<I) CTSM contingent sum PT <I) cu/v. culvert pvmt.

D deer. decrement Q quant., Qty

Cl DHV design hour volume RR 15 DI drop inlet R.

dia. or D diameter R/W diag. diagonal rd.

diaph. diaphragm rdwy.

to dist. distance reconst.

f Dist. district reinf.

DLC donation land claim reqd.

1§ dwg(s). drawing(s) res.

8 EE east Res.

e superelevation rate ret. wall "' El. 94.066 elevation with number � RH elev. elevation Rt. or RT c:, emb. embankment rte. c:, c:, engr(s). Engineer(s) ss EOP edge of pavement SADT

·S' EQ or eq. equation SC ER edge of road sec.

et al and others shldr.

etux and wife spa.

E EW edge of water spec. C:

<I) excavation exc. st.

exp. jt. expansion joint ST

C) ext. exterior 9 sta. .... F f. f. fill face std. c:, Fed. federal stiff.

� FES flared end section str.

i!:: fin. finish struc.

ftg. footing sym.

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

� gdr. girder tan.

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

cl horiz. horizontal TS

6l HW high water typ.

hwy. highway vv

:'2.

I ID inside diameter vert.

incl. inclusive,including vph incr. increment VPI " int. interior WW

J jt. joint length of curve lamination latitude longitudinal lump 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 point 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 0 0 ---------------

� 0 0 � ri: -£.Ji._ - :.i _£

�-!-�.�� J ---========- 0 0 O �

-- -.......__ 0 o o- -....__-- -

SPRING

)=- - -c --- )-· --( e>-----------------------------<:J f--------------------------+ )---(

1-- - ----IUDI-- - -----i ----IUDf----WDI---

EROSION & SEDIMENT CONTROL SYMBOLS

Bonded Fiber Matrix Mulching

Check Dam

Diversion Berm

Rolled Erosion Control Product

Riprap

Fiber Roll (Ditch and/or Cut Slope)

Silt Fence

Temporary Inlet Protection

Fiber Roll (Slope Protection)

---I SF 1-----1 SF 1-----1 SF 1-----1 SF 1-----1 SF I--

FENCE & CATTLEGUARD SYMBOLS

Fence (Existing, Proposed)

Fence w/ Gate (Existing, Proposed)

Cattleguard (Existing, Proposed)

GEOLOGIC SYMBOLS

Boring Location (Existing, Proposed)

Material Source

X-----X- -X- -X----)( JH)OE,_,..,JOt-E ----,,J(-,.-JE--J,..OEe--sJ""OC x-----x- {'..----'-$----x- --l( >OE JOE Jc► ◄Jc JOE Joe

STATE

CA

PROJECT

CA FrNP GOGA 993(1)

TENNESSEE VALLEY PARKING LOT

NPS PMIS NO.: 253808

DRAWING NO.: 641-176591

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

Tree • 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 Wildlife Refuge

Easements Permanent (Existing) Permanent (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)

,--- - 7

L______,J

-,------(,j�'Jl----,--- z

X 999.9

//////////#P////////////////////#P/////////////, / / / / NWR / / / / NWR / / / / NWR / / / / NWR / / / /

------P/E------

-l'R-----l'R-----1'/£-

- ICE -- ICE -- ICE -- ICE -- ICE -

( 400 ) -P/L P/L-----P/L-

--- r/w--- r/w--- r/w---

Rlfl Rlfl RIii

3�1 I 6

�1

15 15

22 22

1/16

GUARDRAIL, BARRIER & WALL SYMBOLS

Guardrail (Existing, Proposed)

Guardwall (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-- ----u-- ----a-- ----a- �----------------

A A A A A A A A • 4 4 4 4 4 4 4

------IIRRI---- /RR

---IRR--- /RR

--0 -------dB ■TB dP ■TP

- --I TYi-- - --I TYi-- ---I TV 1------1 TV I---

- ----1 FOi-- - ----IFOI-- ----I FD 1------1 FO I---

- ----IGI-- - ----IGI-- ---I G 1------1 GI---

- --I O I-- - --I D 1-- ---I O 1------1 0 1---

- --I p I-- - --I p I-- ---I p 1------1 p I---

- ----1551-- - ----1551-- ---I $$ 1------1 $$ I---

- ----1 T I-- - ----1 T I-- ---I T 1------1 T I---

- --I w I-- - --I w I-- ---I w 1------1 w I---

- -TV- - -TV- -TV---TV--

- -FD- - -FO- - FD--- FD--

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

--r---r- -T---T--

PROJECT SPECIFIC SYMBOLS

STATE PROJECT

CA FrNP GOGA 993(1)

TENNESSEE VALLEY PARKING LOT

SHEET

NUMBER

Proposed Major/Minor Contours

Curb and Gutter, Concrete 12-inch depth (2' pan)

Curb and Gutter, Concrete 12-inch depth (1 'pan)

Curb, Concrete (Flush)

Gutter, Concrete

Bicycle Storage Rack

CA

-999- NPS PMIS NO.: 253808

DRAWING NO.: 641-176591

I

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

A3

CONVENTIONAL PLAN

SYMBOLS AND ABBREVIATIONS

Sheet 2 of 2

�L ________________________________ .....JL ________________________________ ....J ______________ .i... __________________ __, Begin Construction Tennessee Valley Road

No Project Access from South Side

(l,e, p,,<.;J

STATE

CA

PROJECT

CA FrNP GOGA 993(1)

TENNESSEE VALLEY PARKING LOT

NPS PMIS NO.: 253808

DRAWING NO.: 641-176591

SHEET

NUMBER

0 150' 300'

Scale in Feet

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

SITE VICINITY MAP

TENNESSEE VALLEY

Sheet 1 of 1

�L_.::.,.;�::..,:::..:_..;..:�L:.,;..;�..:.;:.,:�..:;..:��.±.-!:1.:.;;.L�:L��...l��L�..;...:.......:.._..;....;... _ _;_..;;;.:....;��....::.!:.:�:.l:t;::=::...,;;,,;:_..;.!.!.. __ :...,;�2.;:!.,;:::,;.��:::::.:.:��.:....-----------;.!!.-------....;-..:.:::;..::�:....;;�.a.:;;..:;!:.:.!::�---------------------....J

Project: CA FTNP FOPO 110(1) & GOGA (205(1) - Tennessee Valley

Date Of Field Work: July 10 & 12, 2019

Date Of Final Adjustment : January 6, 2020

Project Units : US Survey Foot

Datum: NAD83

Zone: 3

Geoid: 18

OPUS Epoch Date : 2010.00

Vertical Datum : NAVD88

Gpk File Dated :

Gpk File Name : Alignment:

STATE PLANE COORDINATES

POINT

NORTH EAST ELEVATION LATITUDE

NUMBER

TV1_1990 2142280.18 5974012.51 202.35 37°51 '38. 77608"N

TV2_1990 2142366.88 5974204.47 208.77 37°51 '39.67430"N

4000 2142227.84 5974209.08 213.89 37°51 '38. 30102"N

TVBl 2135651.04 5969191.06 30.05 37°50'32. 21057"N

TV4_1990 2136821.97 5969944.17 37.68 37°50'43.94764"N

TV3_1990 2137020.59 5970054.39 44.41 37°50'45. 93466"N

100 2137632.40 5971293.61 58.09 37°50'52.24992"N

200 2137724.35 5970518.40 37.68 37°50'52.99128"N

STATE PROJECT

CA

CA FrNP GOGA 993(1)

TENNESSEE VALLEY PARKING LOT

NPS PMIS NO.: 253808

DRAWING NO.: 641-176591

Control for this project was provided by the National Park Service (NPS) and was provided in a spreadsheet named 'TEVA_control.xlsx' and supported by an 'NGS OPUS Solution Report' dated January 6, 2020.

GEO COORDINATES

LONGITUDE

ELLIPSOID MAPPING COMBINED

HEIGHT ANGLE FACTOR

122°32'08. 75637"W -1 °14'47" 0.99992133

122°32'06.38668"W -1 °14'45" 0.99992103

122°32'06.29153"W -1 °14'45" 0.99992077

122°33'07 .05412"W -1 °15'23" 0.99992900

122°32'57 .98690"W -1 °15'17" 0.99992873

122°32'56.66728"W -1 °15'16" 0.99992842

122°32'41.38734"W -1°15'07" 0.99992782

122°32'5 l .07542"W -1 °15'13" 0.99992880

PROJECT AVERAGES = 0.99992574

STATION OFFSET

x._\l LANO SUR (j,,V:-S '<' t,-. LAN I'< Yr-�

_::; � � -:p

I

No. 5901 I

DESCRIPTION

USDI NPS capped iron pipe

USDI NPS capped iron pipe

Scribed X on top of curb

USDI NPS cap in concrete (offsite)

USDI NPS capped iron pipe (offsite)

USDI NPS capped iron pipe (offsite)

USDI NPS capped rebar (offsite)

USDI NPS capped rebar (offsite)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

�12-31-2 r n *"'<-

SURVEY CONTROL

TENNESSEE VALLEY

Sheet 1 of 1 - I -� _ _yr \\.,/\"-�")

7-14-2021

SHEET

NUMBER

AS

50' - 55'

Ex;sUng Pavement •

_,,----c: =-==== = = == == = = == == ==== ==-· === -= ::::r-� ----

[ Existing gravel 10 to 40 inches gravel clay subgrade

EXISTING TYPICAL SECTION

TENNESSEE VALLEY ROAD

MIWOK STABLES ACCESS ROAD

8' Clearing & Grubbing

Wideni�g \ 5'

I

3' Shoulder\ 11'

Traveled Way

Construction Limits q;_ 3' Shoulder

I 11'

I Traveled Way

21' Clearing & Grubbing

Widening

4' O' - 12' 5' Gutter, Turnaround

Concrete

STATE PROJECT

SHEET

NUMBER

CA

NOTE:

CA FrNP GOGA 993(1)

TENNESSEE VALLEY PARKING LOT

NPS PMIS NO.: 253808

DRAWING NO.: 641-176591

A6

1. Remove excess reconditioned material and use as Roadway Aggregate, Method 2 (Reconditioned Material).

@ Cross-slope shown is approximate and shall be a maximum of 1.8% for accessible parking spaces and sidewalks.

3. Perform Aggregtate Surface Reconditioning according to Section 303 for all existing gravel locations as shown on Sheet D1. See typical sections for depth of material to remain in place.

4. Apply fog seal (applied to top asphalt lift) according to Section 406 and as directed by the CO.

5. Place asphalt concrete pavement in two lifts. Apply prime coat prior to placing the first lift. Apply tack coat prior to placing the second lift.

I -

:4\l' Varies@

I (applied to top r Fog seal l asphalt lift) i I Varies@

.l:4

8" Roadway aggregate, method 2 (Reconditioned material)

7.5' Clearing & Grubbing

5'

Recondition�, , 1: 4 existing � _,, ditch

6" Sidewalk, concrete

Widening

5' Sidewalk

10 Varies

18' Parking Stall

Whee/stop, concrete

4" Aggregate surface reconditioning (to remain)

4" Roadway aggregate, method 2 (Reconditioned material)

8" Aggregate surface reconditioning (to remain)

Prime Coat (Applied prior to first asphalt lift)

3" Asphalt concrete pavement, type 1 (placed in two lifts)

TYPICAL SECTION l

TENNESSEE VALLEY ROAD

Varies@

8" Aggregate surface reconditioning (to remain)

Construction Limits

28' Pavement Width

Fog seal (applied to top asphalt lift)

Tack coat (applied between asphalt lifts)

TYPICAL SECTION 2

TENNESSEE VALLEY ROAD

0 0 0 0 0

Tack coat (applied between asphalt lifts)

8" Roadway aggregate, method 2 (Reconditioned material)

Roadway excavation (to be removed)

23' Clearing & Grubbing

Prime Coat (Applied prior to first asphalt lift)

18' Parking Stall

4' Gutter, Concrete

3" Asphalt concrete pavement, type 1 (placed in two lifts)

NO SCALE

Widening

5' 5' Sidewalk

6" Sidewalk, concrete 4" Roadway aggregate, method 2

8" Roadway aggregate, method 2 (Reconditioned material)

Roadway excavation (to be removed)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

TYPICAL SECTIONS

TENNESSEE VALLEY

Sheet 1 of 3

Construction Limits

� 7.5' Clearing & Grubbing

Widening

Recondition---:::__,, 1:4 + existing � ,,,--ditch

6" Sidewalk, concrete

5' 18' Sidewalk Parking Stall

28' Pavement Width

I 2'

@ II � Whee/stop, Varies r-./ concrete Varies@ 1 r Fog seal (applied to top asphalt lift)

\_ Tack coat (applied between asphalt lifts)

� 4" Aggregate surface reconditioning (to remain)

8" Aggregate surface reconditioning (to remain) - 3" Asphalt concrete pavement, type 1 (placed in two lifts)

� 4" Roadway Aggregate, Method 2 (Reconditioned material) TYPICAL SECTION 3

TENNESSEE VALLEY ROAD

5' Clearing & Grubbing

Varies O' to 7.

Sidewalk

Construction Limits

Varies 24' to 34' Pavement Width

Fog seal (applied to top

, r-i\ asphalt lift) ',, 1l:14�$$16J�

�v.�a�Ere�s������'5'.�=�'±�������".'.!���

\_ Prime Coat (Applied prior to first asphalt lift)

See Plan Sheet for Additional Details

See Plan Sheet for Additional Details

Recondition � existing ditch 4" Sidewalk, concrete

4" Aggregate surface reconditioning

8" Aggregate surface reconditioning (to remain)

Tack coat (applied between asphalt lifts)

Prime coat (Applied (to remain) 3" Asphalt concrete pavement, type 1 prior to first asphalt lift)

(placed in two lifts)

TYPICAL SECTION 4

TENNESSEE VALLEY ROAD

7'

Clear Zone 1'-6"

Construction Limits

25' 1'-6" Pavement Width

Fog seal (applied to

3" Asphalt concrete pavement, type 1 (placed in two lifts)

Tack coat (applied between asphalt lifts) top asphalt lift)

Prime coat (Applied prior to first asphalt lift)

8" Aggregate surface reconditioning (to remain)

TYPICAL SECTION 5

MIWOK STABLES ACCESS ROAD

See Plan Sheet for Additional Details

Curb and gutter, 12-inch depth (1' pan)

STATE

CA

NOTE:

PROJECT

CA FrNP GOGA 993(1)

TENNESSEE VALLEY PARKING LOT

NPS PMIS NO.: 253808

DRAWING NO.: 641-176591

1. Remove excess reconditioned material and use as Roadway Aggregate, Method 2 (Reconditioned Material).

@ Cross-slope shown is approximate and shall be a maximum of 1.8% for accessible parking spaces and sidewalks.

3. Perform Aggregtate Surface Reconditioning according to Section 303 for all existing gravel locations as shown on Sheet Dl. See typical sections for depth of material to remain in place.

4. Apply fog seal (applied to top asphalt lift) according to Section 406 and as directed by the CO.

5. Place asphalt concrete pavement in two lifts. Apply prime coat prior to placing the first lift. Apply tack coat prior to placing the second lift.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

TYPICAL SECTIONS

TENNESSEE VALLEY

Sheet 2 of 3

SHEET

A7

6" Drive pad, concrete

4" Aggregate surface reconait10ning

TYPICAL PAVEMENT SECTION

ACCESSIBILITY PARKING STALL

Construct 30° pavement edge (safety edge}

NO SCALE

Traveled way/parking loti

I See typical section for

+ structural section details

Shoulder up with Roadway Aggregate, Method 2 (reconditioned material} after placement of asphalt concrete pavement. Shape and compact as necessary for drainage and appearance. Cost is included as part of Aggregate Surface Reconditioning.

DETAIL A

SHOULDERING DETAIL

7'

Clear Zone 1'-6"

Construction Limits

Varies ( 24.2' to 33'} 8' Pavement Width Parallel Parking Stall

TYPICAL SECTION 6

MIWOK STABLES ACCESS ROAD

Sawcut

Existing surface

8" Aggregate surface reconditioning (to remain}

3" Asphalt concrete pavement, type 1

Hand remove existing material and hand place Roadway Aggregate

DETAIL B

EXISTING FEATURE TIE-IN DETAIL

STATE

CA

NOTE:

PROJECT

CA FrNP GOGA 993(1)

TENNESSEE VALLEY PARKING LOT

NPS PMIS NO.: 253808

DRAWING NO.: 641-176591

1. Remove excess reconditioned material and use as Roadway Aggregate, Method 2 (Reconditioned Material}.

@ Cross-slope shown is approximate and shall be a maximum of 1.8% for accessible parking spaces and sidewalks.

7'

7'

3. Perform Aggregtate Surface Reconditioning according to Section 303 for all existing gravel locations as shown on Sheet D1. See typical sections for depth of material to remain in place.

4. Apply fog seal (applied to top asphalt lift} according to Section 406 and as directed by the CO.

5. Place asphalt concrete pavement in two lifts. Apply prime coat prior to placing the first lift. Apply tack coat prior to placing the second lift.

Clearing & Grubbing

Clear Zone

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

TYPICAL SECTIONS

TENNESSEE VALLEY

Sheet 3 of 3

SHEET

AS

SUMMARY OF QUANTITIES - Schedule A

A Sheet and Description

M Line B3 B4 BS - B6 B7

E Item Pay Item

Pay Item Description Unit Number Signing and

N No. Grading Drain age Miscellaneous Striping

D Summary Summary Summaries Summaries

A0020 15101-0000 MOBILIZATION LPSM

A0040 15215-4000 SURVEY AND STAKING, PERMANENT MONUMENT AND MARKER EACH 1

A0060 15215-7000 SURVEY AND STAKING, PARKING AREA EACH 1

A0080 15301-0000 CONTRACTOR QUALITY CONTROL LPSM

A0100 15401-0000 CONTRACTOR TESTING LPSM

A0120 15501-0000 CONSTRUCTION SCHEDULE LPSM

A0140 15701-0000 SOIL EROSION CONTROL LPSM

A0160 15720-0000 STORM WATER POLLUTION PREVENTION PLAN LPSM

A0180 15802-0000 WATERING FOR DUST CONTROL LPSM

A0200 20101-0000 CLEARING AND GRUBBING ACRE 0.4

A0220 20301-0100 REMOVAL OF BOLLARD EACH 9

A0240 20301-0200 REMOVAL OF BOULDER EACH 2

A0260 20301-1100 REMOVAL OF GATE EACH 1

A0280 20301-1800 REMOVAL OF MONUMENT EACH 1

A0300 20301-1900 REMOVAL OF PIPE CULVERT EACH 3

A0320 20301-2400 REMOVAL OF SIGN EACH 4

A0340 20301-3400 REMOVAL OF WHEELSTOP EACH 28

A0360 20302-0700 REMOVAL OF FENCE LNFT 118

A0380 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 603

A0400 20401-0000 ROADWAY EXCAVATION CUYD 210

A0420 20441-0000 WASTE CUYD 427

A0440 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 3

A0460 30302-1000 DITCH RECONDITIONING LNFT 275

A0480 30303-2000 AGGREGATE SURFACE RECONDITIONING SQYD 3,790

A0500 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 685

A0520 40601-0000 FOG SEAL TON 1.8

A0540 41101-1000 PRIME COAT, METHOD 1 TON 5.4

A0560 41105-0000 BLOTTER TON 31

A0580 41201-0000 TACK COAT TON 1.8

A0600 50101-2600 MINOR CONCRETE PAVEMENT, PLAIN, 6-INCH DEPTH SQYD 157

A0620 60418-0000 STORM WATER DETENTION VAULT (EISA 438 BASIN) LPSM All

A0640 60901-0000 CURB, CONCRETE (FLUSH) LNFT 55

A0660 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH (2 FT PAN) LNFT 343

A0680 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH (1 FT PAN) LNFT 108

A0700 60905-1000 GUTTER, CONCRETE (2 FT WIDE PAN) LNFT 32

A0720 60905-1000 GUTTER, CONCRETE (4 FT WIDE PAN) LNFT 185

A0740 60905-1000 GUTTER, CONCRETE (8 FT WIDE PAN) LNFT 25

A0760 60915-1000 WHEELSTOP, CONCRETE EACH 63

A0780 61501-0100 SIDEWALK, CONCRETE SQYD 240

A0800 61502-1000 DRIVE PAD, CONCRETE SQYD 107

Milestone: 100%(Revision 1)

Date Completed: 07/19/21 Report Date: 07/19/21

Estimated Quantities

Remarks and/or Determination of

Allowance Bid Estimated Quantity

Schedule

ALL

ALL

ALL

ALL

ALL

ALL

ALL

0.1 0.5

2 30

7 125

37 640

30 240

73 500

1 4

15 290

210 4,000

65 750

0.2 2.0

0.6 6.0

2 33

0.2 2.0

8 165

ALL

5 60

7 350

12 120

8 40

5 190

5 30

10 250

13 120

STATE PROJECT

CA

CA FrNP GOGA 993(1)

TENNESSEE VALLEY PARKING LOT

NPS PMIS NO.: 253808

DRAWING NO.: 641-176591

"?-OF;,SSto,v.

�'0 '<'�R Atvo

/i>.

',1<(.;, JP .;:- � 16

:(j 0 � � ('.) .:i:- (fl rT1 �� C7�1gJ

/- � IC---

0.,x 1 /21 {21 ;,1

'1;-;� CJVI\... O�

O,=- CA\_f:

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

SHEET

NUMBER

B1

SUMMARY OF QUANTITIES

SUMMARY OF QUANTITIES - Schedule A

Sheet and Description

M Line B3 B4 BS - B6 B7

E Item Pay Item

Pay Item Description Unit Number Signing and

N No. Grading Drain age Miscellaneous Striping

D Summary Summary Summaries Summaries

A0820 61504-1000 ACCESSIBILITY RAMP, CONCRETE SQYD 14

A0840 61509-0000 DETECTABLE WARNING PANELS SQYD 5

A0860 61901-2400 FENCE, S PUT RAIL, 2 RAIL LNFT 128

A0880 61902-1300 GATE, METAL, 14 FEET WIDTH EACH 1

A0900 61902-2200 GATE, METAL, 34 FEET WIDTH EACH 1

A0920 61921-1000 REMOVE AND RESET FENCE LNFT 151

A0940 62101-0000 MONUMENT EACH 1

A0960 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY HOUR

A0980 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED

CAPACITY BUCKET, 24-INCH WIDTH HOUR

AlOOO 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR

A1020 62201-1300 BULLDOZER, 160HP MINIMUM FLYWHEEL POWER HOUR

A1040 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR

A1060 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACIT) HOUR

A1080 62301-0000 GENERAL LABOR HOUR

A1100 62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR

A1120 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR

A1140 63301-0000 SIGN SYSTEM EACH 10

A1160 63312-0000 SPEED HUMP EACH 1

A1180 63316-1000 REMOVE AND RESET SIGN EACH 3

A1200 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID LNFT 3,012

A1220 63403-0400 PAVEMENT MARKINGS, TYPE D (SPEED HUMP) SQFT 24

A1240 63405-1650 PAVEMENT MARKINGS, TYPE D, ACCESSIBILITY SYMBOL EACH 3

A1260 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM

A1280 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE LNFT 1,900

A1300 64603-0500 FIXTURE, BICYCLE STORAGE RACK EACH 9

A1320 64620-0600 REMOVE AND RESET TRASH RECEPTACLE EACH 1

Milestone: 100%(Revision 1)

Date Completed: 07/19/21 Report Date: 07/19/21

Estimated Quantities

Remarks and/or Determination of

Allowance Bid Estimated Quantity

Schedule

1 15

1 6

7 135

9 160

138 3,150

1 25

ALL

1,900

STATE PROJECT

CA

CA FrNP GOGA 993(1)

TENNESSEE VALLEY PARKING LOT

NPS PMIS NO.: 253808

DRAWING NO.: 641-176591

��0r£SStok �<:) y-.lc-R AND

'l'.

',1< �

I:!:} .;:- � � � qJ � � 0 .:i::- (.fl [T\

� C75277 � --"�� AflOA�dJ..___, o,,,_ I /21 (�

"'1_;-:� C/VIL O�

OF CAL\�

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

SHEET

NUMBER

B2

SUMMARY OF QUANTITIES

GRADING SUMMARY

Roadway Excavation Pay Item Addlt�nal Excava�on Embankment

20401-0000 For info onlv (See note 4) For info onlv

Roadway Approach Parking

Wall Total Roadway Available Unavailable Roadway Approach Parking

Locations Prism Roads Lot Excavation Excavation Material Material Prism Roads Lot

BCY BCY BCY BCY BCY CUYD BCY BCY CCY CCY CCY

Tennessee Valley

Project Limits 210 210 210 217 Total - - 210 - 210 210 217 - - - -

NOTES:

1. The quantities shown herein are approximations. Payment will be made for the actual quantities of work performed.

2. BCY = Bank cubic yard - one cubic yard of material as it lies in the natural state.

CCY = Compacted cubic yard - one cubic yard of material after it has been compacted to specification density.

3. 20401-0000 Roadway Excavation consists of removing existing vegetated material in areas of widening.

4. The additional excavation material for informational purposes consists of excess reconditioned material.

5. 20441-0000 Waste consists of both roadway excavation and excess reconditioned material.

For info only

Wall Total Embankment

Embankment Construction

CCY CCY CUYD

For info only 20441-0000

Various Backfill Material WASTE

Generated Onsite (FDR)

CCY CUYD

- 427

<?�0FESS101\i:

�'v y.<c-R AND� 'A{<�

!:}i.JJ 'Z-� (9 .:i::- (f) {11

�0 c��� _., � (.:--

(j> 7//t..//2-1 �� "'1.,>-:

CIV\\.. 0<;;-

or: cp,...\._f:

STATE PROJECT SHEET

NUMBER

CA CA FrNP GOGA 993(1) B3 TENNESSEE VALLEY PARKING LOT

NPS PMIS NO.: 253808

DRAWING NO.: 641-176591

Remarks

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

GRADING SUMMARY

DRAINAGE SUMMARY

Item Number 25101-0200 30302-1000 60418-0000 NO PAY

Station

CUYD

Tennessee Valley

Project Lim its 3

TOTALS 3

NOTE:

I.!)

z z z u w Cl'.

I u

LNFT

LPSM

ALL

<{ a:-wO..

,Q

W LL

....J

- 0 1--w Xo

�3 Ou W z t:I :::, SQYD

Remarks

1. The quantities shown here are approximate and are subject to field adjustment. Do not order materials until the actual quantities are approved in the field by the CO.

2. See Special 604-A and 604-B for Storm Water Detention Vault details.

STATE

CA

PROJECT

CA FrNP GOGA 993(1)

TENNESSEE VALLEY PARKING LOT

NPS PMIS NO.: 253808

DRAWING NO.: 641-176591

No.67461 Expires

6/30/23

(7-14-2021

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

DRAINAGE SUMMARY

Sheet 1 of 1

SHEET

B4

MISCELLANEOUS SUMMARY

Item Number 60901-0000 60902-1000 60902-1000 60905-1000 60905-1000 60905-1000 60915-1000 61504-1000 61509-0000 62101-0000

CURB, CONCRETE

CURB AND GUTTER, CURB AND GUTTER,

GUTTER, CONCRETE GUTTER, CONCRETE GUTTER, CONCRETE WHEELSTOP, ACCESSIBILITY DETECTABLE

(FLUSH)

CONCRETE, 12-INCH CONCRETE, 12-INCH

(2' WIDE PAN) (4' WIDE PAN) (8' WIDE PAN) CONCRETE RAMP, CONCRETE WARNING PANELS

MONUMENT

Locations DEPTH (1' PAN) DEPTH (2' PAN)

LNFT LNFT LNFT LNFT LNFT LNFT EACH SQYD SQYD EACH

Tennessee Valley

Project Limits 55 108 343 32 185 25 63 14 5 1

Totals 55 108 343 32 185 25 63 14 5 1

CLEARING AND GRUBBING SUMMARY SURVEY AND STAKING SUMMARY

Item Number 20101-0000 Item Number 15215-4000 15215-7000

SURVEY AND

CLEARING AND

STAKING, SURVEY AND

PERMANENT STAKING,

Locations GRUBBING REMARKS Locations MONUMENT AND PARKING AREA

MARKER

ACRE EACH EACH

Tennessee Valley Tennessee Valley

Project Limits 0.4 Project Limits 1 1

Totals 0.4 Total 1 1

FENCE AND GATE SUMMARY

Item Number 61901-2400 61902-1300 61902-2200 63503-1000

TEMPORARY

FENCE, SPLIT GATE, METAL, 14 GATE, METAL, 34 TRAFFIC

Remarks

LOCATIONS RAIL, 2 RAIL FEET WIDTH FEET WIDTH CONTROL,

PLASTIC FENCE

LNFT EACH EACH LNFT

Tennessee Valley

Project Limits 128 1 1 1900

Totals 128 1 1 1900

Note:

1. Contractor to clearly mark and verify both the project clearing/construction limits and the wetland area with temporary plastic fence prior to any construction work. No work shall be conducted beyond the marked construction limits or within the wetland area. See Section 107.10 for additional guidance. Quantity includes temporary plastic fence to delineate pedestrian paths to trails and trailheads within the project area.

63312-0000

SPEED HUMP

EACH

Remarks

STATE PROJECT

CA

CA FrNP GOGA 993(1)

TENNESSEE VALLEY PARKING LOT

NPS PMIS NO.: 253808

DRAWING NO.: 641-176591

64603-0500

FIXTURE, BICYCLE

STORAGE RACK

Remarks

EACH

�?-OF §_SSJo.Av, ��<:::) '<'�R ANo

'-1{�

�� �ti !::} liJ :.z. "i:

c., .::z:: (fl rn

�J��� u.,>; 7 /21 /21 # I";;� C/V\\..

O

OF CA'--\�

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

SHEET

NUMBER

BS

MISCELLANEOUS SUMMARIES

STATE PROJECT

SHEET

NUMBER

CA

CA FrNP GOGA 993(1)

B6

TENNESSEE VALLEY PARKING LOT

NPS PMIS NO.: 253808

DRAWING NO.: 641-176591

REMOVAL AND RESET SUMMARY

Item Number 20301-0100 20301-0200 20301-1100 20301-1800 20301-1900 20301-2400 20301-3400 20302-0700 20303-1600 For Info Only 61921-1000 63316-1000 64620-0600

REMOVAL OF REMOVAL OF REMOVE AND

REMOVAL OF REMOVAL OF REMOVAL OF REMOVAL OF REMOVAL OF REMOVAL OF WHEELSTOP REMOVAL OF PAVEMENT, SAWCUTTING REMOVE AND REMOVE AND RESET TRASH Remarks

Locations BOLLARD BOULDER GATE MONUMENT PIPE CULVERT SIGN FENCE

ASPHALT

PAVEMENT RESET FENCE RESET SIGN

CONCRETE TIMBER

EACH EACH EACH EACH EACH EACH EACH EACH LNFT SQYD LNFT LNFT EACH

Tennessee Valley

Project Limits 9 2 1 1 3 4 3 25 118 603 42 151 3

Totals 9 2 1 1 3 4 28 118 603 42 151 3

NOTE:

1) Sawcutting Pavement quantity is for information only and will be paid for under 20303-1600 REMOVAL OF PAVEMENT, ASPHALT.

SURFACING SUMMARY

Item Number NO PAY 30303-2000 40301-0100 40601-0000 41101-1000 41105-0000 41201-0000 50101-2600 61501-0100

ROADWAY

AGGREGATE, AGGREGATE

ASPHALT CONCRETE PRIME COAT,

MINOR CONCRETE

SIDEWALK,

METHOD 2 SURFACE FOG SEAL BLOTTER TACK COAT PAVEMENT, PLAIN, 6-

Locations (RECONDITIONED REC ON DITIO NING

PAVEMENT, TYPE 1 METHOD 1

INCH DEPTH

CONCRETE

MATERIAL)

TON SQYD TON TON TON TON TON SQYD SQYD

Tennessee Valley

Project Limits 216 3,790 685 1.8 5.4 31.0 1.8 157 240

Total 216 3,790 685 1.8 5.4 31.0 1.8 157 240

VALUES USED FOR ESTIMATING PURPOSES

Aggregate Base, Subbase, & Aggregate Surface Course ------139.0 lb/ft3

Asphalt Concrete Pavement ----------------------------145.2 lb/ft3

Fog Sea I --------------------------------------0.1 ga l/yd2 (diluted), 233 ga I/ton

Tack Coat ------------------------------------0.1 gal/yd2 (diluted), 233 gal/ton

Blette r ---------------------------------------14. 7 5 lbs/yd2

Prime C oat------------------------------------0.30 g a 1/y d2 ( diluted), 23 3 ga I/ton

Note:

1. Tack Coat shall be applied between lifts of Asphalt Concrete Pavement.

2. Roadway Aggregate Method 2 (Reconditioned Material) is for information only and will be placed from excess reconditioned material paid for under 30303-2000 Aggregate Surface Reconditioning.

<??-Or £.SS/0111, 9:-<v<::> 0-�R ANo

'1'.

"1< (:';

�� �� !2iJJ �� c:> ::C (f) rn

�0��e cJ->- 7 / /4/z_l �

-s')'� CIVIL O�

OF CA\..\�

RECEPTACLE

EACH

61502-1000

DRIVE PAD, Remarks

CONCRETE

SQYD

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

MISCELLANEOUS SUMMARIES

PERMANENT SIGNING SUMMARY

Item Number 63301-0000

Sign Panel Sign System Remarks MUTCD

Site Reference

Description

In x In Each

Tennessee Valley

R2-1 Speed Limit Sign 24 X 30 1

R7-8 Reserved Parking 12 X 18 1

R7-8 Reserved Parking 12 X 18

R7-8P Van Accessible (plaque) 9 X 18

R7-8 Reserved Parking 12 X 18 1

RS-1 Do Not Enter 30 X 30 1

Project Lim its

Rl-1 Stop 30 X 30 1

Rl-1 Stop 30 X 30 1

Wll-2 Pedestrian 30 X 30

W16-7P Crossing Location Arrow 12 X 24

Wll-2 Pedestrian 30 X 30

W16-7P Crossing Location Arrow 12 X 24

W17-1 Speed Hump 30 X 30

W13-1P Advisory Speed (plaque) 18 X 18

Totals 10

PERMANENT PAVEMENT MARKING SUMMARY

Item Number 63401-0700 63403-0400 63405-1650

PAVEMENT MARKINGS, TYPE D, SOLID

PAVEMENT

PAVEMENT

MARKINGS, TYPE D

MARKINGS, TYPE D,

(SPEED HUMP)

ACC ESSIBILJTY

Locations 4-INCH WIDTH 24-INCH WIDTH SYMBOL

(LNFT) (LNFT)

WHITE EDGE LINE

DOUBLE YELLOW

CROSSWALKS SQFT EACH

CENTERLINE

Tennessee Valley

Project Lim its 2338 37 100 24 3

4" Subtotal 2338 74 600

Grand Totals 3012 24 3

NOTES:

1) See C634-50 Centerline Striping and Top Lift Pavement Joint detail for striping layout.

REMARKS

STATE PROJECT

CA FrNP GOGA 993(1)

CA TENNESSEE VALLEY PARKING LOT

NPS PMIS NO.: 253808

DRAWING NO.: 641-176591

��Or�SSto!V, �'v '<'�R AND

"i'.

':1<�

1!?.;- �� � 1./J 'Z- � 0-l:" (f)rn �I C?��

� tc:--

/' 1(/'-f/z.l � '1,r� C/V\\... O�

OF CA�\�

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

SHEET

NUMBER

B7

SIGNING AND STRIPING

SUMMARIES

LEGEND:

� � "1 Removal of Pavement, Asphalt (3'')

� Aggregate Surface Reconditioning (11")

NOTE:

1. A variable depth of reconditioned material will remain in place. See Typical Sections and the Grading Summary for additional details.

2. Contractor to clearly mark and verify the project construction limits and wetland area with temporary plastic fence prior to any construction work. No work shall be conducted beyond the marked construction limits or within the wetland area. See Section 107.10 for additional guidance.

0 I

I Q_

I i

L

ALUMINIUM

Protect in Place (Bollard)

STATE PROJECT

NPS PMIS NO.: 253808

DRAWING NO.: 641-176591

N

40' 80'

Scale in Feet

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

REMOVAL PLAN

TENNESSEE VALLEY

Sheet 1 of 1

SHEET

Dl

LEGEND:

D

D

3" Asphalt concrete pavement, Type 1 + 8" Reconditioned Material

6" Drive Pad, Concrete + 4" Reconditioned Material

6" Sidewalk, Concrete + 4" Reconditioned Material

6" Minor Concrete, Plain + 4" Reconditioned Material

Clearing/ Construction

,,,.- Limits

Gate, Metal, 34 Feet Width Gate Swing Path (Typ)

,,--_,_c_,:..__ Gutter, Concrete (4' Wide Pan)

Gate Rest Post Location (Typ) dHump pecial 633-A)

,.,,...1---L_ Protect in Place

(Tree)

• Clearing/Construction Limits

LI

.· ectx . , Gutter, Concrete 017 s / (4' Wide Pan)

Miwok Stables Access Rd

STATE

CA

NOTE:

PROJECT

CA FrNP GOGA 993(1)

TENNESSEE VALLEY PARKING LOT

NPS PMIS NO.: 253808

D RAWING NO.: 641-176591

SH EET

NUMBER

D2

1. For signing and pavement marking information, see sheet 03.

2. Contractor to clearly mark and verify the project construction limits and wetland area with temporary plastic fence prior to any construction work. No work shall be conducted beyond the marked construction limits or within the wetland area.

See Section 107.10 for additional guidance.

3. Reestablish survey monument as directed by the CO.

N

0 40'

Scale in Feet

·\�\ U.S. D EPA RTMENT OF TRANSPO RTATION

\. \ FED ERA L H IG HWAY AD MINISTRATION

80'

\. \ L,._ __ __,:c;,:E;.;, NT

RA

,;_;;;L_F;:;

ED

E _RA_L _LA _N _D _s_H _IG_ H_W_ A_Y_ D_ I _V_Is_IO_N ___ ---1

PARKING LOT PLAN

- - - - Accessible Route

� R7-8 t2 Accessibility Parking ii:" Striping (Typ) � See Special 634-B ._I C)

E iB -

15 R7-8 � R7-8P er: Removal of Sign

(5 ij -� Protect in Place ti:: (Service Vehicles

Only Sign)

E ijj

�i!::

:ls

Accessible Route

Accessible Route

16' X 5.5' 0 Cross Hatched Area

, e Stripe le Yellow Stripe

White Stripe

Pavement Marking (Speed Hump) (2)

Protect in Place (Bicycle Route Signs, 3 Panels)

Wll-2 1

W16-7P L I t

LI

t

0 LI

Cross Hatch Stripe (Typ) See Detail 634-B

- --x-s ym s bol C(}l

'.P

34 --.::A· �-4- 1 -.I ,,.---- ------------ I,,-......._ ee pec,a -

-r- --i· -......._

�rn "' Removal of

Remove and Reset Sign R7-8 � "' (Informational) j \ � Protect in Place (No Pets Sign) + um W17-1

W13-1P

ALUMINIUM

STATE

CA

NOTE:

PROJECT

CA FrNP GOGA 993(1)

TENNESSEE VALLEY PARKING LOT

NPS PMIS NO.: 253808

DRAWING NO.: 641-176591

S HEET

NUMBER

D3

1. Verify the layout of the pavement markings with the CO prior to performing the work.

2. Contractor to clearly mark and verify the project construction limits and wetland area with temporary plastic fence prior to any construction work. No work shall be conducted beyond the marked construction limits or within the wetland area. See Section 107.10 for additional guidance.

I Remove and Reset Sign (No Parking Fire Lane) (Place Sign on Proposed Gate, Cost to be Included in Gate)

Protect in Place 9'\ (No Parking Fire Lane) -

I

L \ Protect in Place

(No Parking Beyond This Point)

. Protect in Place Sign

· (Information)

N

I

\if

0 40' ....... ·'..¢ \.\· Scale in Feet

80'

\�\ U.S. D EPARTME NT OF TRANSPORTATION

\. \ FEDERAL H IGHWAY ADMINISTRAT ION

\. \ l--___ c_E _N _TRA_L_F _ED_E_RA _ L _LA_ N_D _s _ H_I _G_HW _AY_D I_V_Is_I _ON ___ ----1

SIGNING AND

PAVEMENT MARKING

TENNESSEE VALLEY

Sheet 1 of 1 �

L------------------------------------------....:....-'------------i.---....... __ ...._ ____________ _

See detail 1 \ on sheet E2

Clearing/ Construction

Limits

Wetland Area Do Not Disturb

Clearing/ Construction Limits

Q_

I

I

I Q_

I

I Q_

I

I

I

I Q_

I

ALUMINIUM

/ 0 �/ , / I ( 55 I \ I I I

¾-

-l _l

)�f - � -

STATE

CA

NOTE:

PROJECT

CA FrNP GOGA 993(1)

TENNESSEE VALLEY PARKING LOT

NPS PMIS NO.: 253808

DRAWING NO.: 641-176591

1. Accessible Drive Pad's cross-slope shall be a maximum of 1.8% in any direction.

2. Contractor to clearly mark and verify the project construction limits and wetland area with temporary plastic fence prior to any construction work. No work shall be conducted beyond the marked construction limits or within the wetland area. See Section 107.10 for additional guidance.

N

0 40' 80'

Scale in Feet

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

GRADING PLAN

TENNESSEE VALLEY

Sheet 1 of 3

SHEET

El

N

I

I

I

� DETAIL 1 DRAINAGE FINE GRADING

I

I

I

I

I

NO. NORTHING EASTING

01 2142181.01 5973873.63

02 2142134.64 5973876.23

03 2142146.55 5973879.24

04 2142184.16 5973869.75

05 2142216.69 5973902.56

06 2142221.65 5973881.44

07 2142227.67 5973885.18

08 2142213.93 5973894.28

09 2142219.47 5973898.38

10 2142241.02 5973922.28

12 2142243.54 5973919.17

13 2142254.14 5973898.16

14 2142254.88 5973905.19

15 2142278.18 5973924.09

16 2142266.85 5973938.07

17 2142281.32 5973920.21

18 2142383.30 5974002.91

19 2142382.94 5974009.23

20 2142378.59 5974014.57

21 2142380.23 5974030.04

24 2142386.29 5974034.95

25 2142390.95 5974038.73

26 2142398.72 5974045.02

27 2142403.39 5974048.79

28 2142431.77 5974071.76

29 2142414.16 5974093.52

30 2142417.99 5974104.15

31 2142411.64 5974096.63

32 2142422.23 5974083.55

33 2142404.09 5974105.95

34 2142384.09 5974089.74

35 2142391.64 5974080.41

36 2142383.26 5974073.62

37 2142384.52 5974072.07

38 2142367.43 5974058.21

40 2142376.66 5974068.27

41 2142372.25 5974073.71

42 2142368.37 5974070.56

43 2142372.77 5974065.12

44 2142352.56 5974075.77

45 2142355. 71 5974071.88

46 2142285.56 5974015.03

47 2142282.42 5974018.91

48 2142192.77 5973916.64

49 2142290.68 5973998.57

ELEV.

200.11

199.18

199.29

200.11

200.94

200.99

201.01

200.88

201.01

201.50

201.58

201.68

201. 70

202.18

202.04

202.20

204.67

204.66

204.57

204.28

204.12

204.37

204.27

204.02

203.29

203.04

202.1±

203.21

203.29

203.35

203.56

203.50

203.41

203.41

203.44

203.68

203.74

203.78

203.74

203.87

203.84

202.15

202.23

200.14

201.81

STATE

CA

POINT DATA

DESCRIPTION

CORNER SIDEWALK

GUTTER PAN FLOWLINE

GUTTER PAN FLOWLINE

CORNER SIDEWALK

SIDEWALK GRADE BREAK

CORNER DRIVE ACCESS

CORNER DRIVE ACCESS

CORNER DRIVE ACCESS

CORNER DRIVE ACCESS

CORNER SIDEWALK

NOT USED

PROJECT

CA FrNP GOGA 993(1)

TENNESSEE VALLEY PARKING LOT

NPS PMIS NO.: 253808

DRAWING NO.: 641-176591

CORNER ACCESSIBLE DRIVE PAD GRADE BREAK

CORNER SIDEWALK

CORNER ACCESSIBLE DRIVE PAD

CORNER ACCESSIBLE DRIVE PAD/ GRADE BREAK

CORNER ACCESSIBLE DRIVE PAD GRADE BREAK

SIDEWALK GRADE BREAK

P.C. SIDEWALK

CORNER PARKING LOT

P.C. PARKING LOT

P.T. PARKING LOT

NOT USED

NOT USED

BOTTOM OF SPEED HUMP

TOP OF SPEED HUMP

TOP OF SPEED HUMP

BOTTOM OF SPEED HUMP

CORNER ACCESS ROAD - MATCH EXISTING

CORNER GUTTER

MATCH EXISTING SWALE

CORNER GUTTER

CL DRIVE ACCESS - MATCH EXISTING

CORNER DRIVE ACCESS

CORNER DRIVE ACCESS

EDGE OF PAN

EDGE OF PAN END OF PAN

FLOWLINE END OF PAN

FLOWLINE PAN

NOT USED

SIDEWALK

P.C. SIDEWALK

P.C. SIDEWALK

SIDEWALK

P.C. SIDEWALK

P.C. SIDEWALK

CORNER SIDEWALK

CORNER SIDEWALK

GUTTER PAN FLOWLINE

CORNER NO PARKING ZONE/ GUTTER

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

GRADING PLAN

TENNESSEE VALLEY

Sheet 2 of 3

SHEET

NUMBER

E2 l'--t

SCALE 1" = 20'

�L _______________________________________________________________ ..:::::::::::::::: _____________ L __________________ _J

POINT DATA

NO. NORTHING EASTING ELEV. DESCRIPTION NO. NORTHING EASTING ELEV.

50 2142273.67 5973989.94 201.80 CORNER GUTTER 111 2142192.66 5973921.18 200.17

51 2142278.71 5973983.72 201.93 CORNER GUTTER 112 2142191.80 5973922.81 200.34

52 2142265.19 5974000.39 202.15 LIP OF ACCESS ROAD 113 2142191.93 5973925.81 200.50

53 2142244.86 5974029.10 202.80 LIP OF ACCESS ROAD 114 2142198.95 5973936.88 200.90

54 2142219.69 5974088.59 204.88 LIP OF ACCESS ROAD 115 2142204.86 5973933.14 201.10

55 2142235.28 5974229.96 215.39 LIP OF ACCESS ROAD - MATCH EXISTING 116 2142207.62 5973933.75 201.08

56 2142241.39 5974234.47 215.78 CORNER ACCESS ROAD - MATCH EXISTING 117 2142214.48 5973944.57 200.93

57 2142231.66 5974247.55 217.12 EDGE ACCESS ROAD 118 2142216.21 5973944.49 200.90

58 2142215.76 5974262.30 219.59 EDGE ACCESS ROAD 119 2142218.33 5973940.45 200.77

59 2142189.92 5974274.14 221.95 EDGE ACCESS ROAD 120 2142233.88 5973947.39 201.17

60 2142176.05 5974275.35 223.18 EDGE ACCESS ROAD - MATCH EXISTING 121 2142231.99 5973951.00 201.17

61 2142162.27 5974281.27 224.36 CORNER ACCESS ROAD - MATCH EXISTING 122 2142244.94 5973984.09 202.18

62 2142156.12 5974265.10 223.49 CORNER ACCESS ROAD - MATCH EXISTING 123 2142222.87 5974015.23 203.63

63 2142164.18 5974254.08 221.65 EDGE ACCESS ROAD - MATCH EXISTING 124 2142205.97 5974047.02 205.00

64 2142173.13 5974232.01 218.21 EDGE ACCESS ROAD - MATCH EXISTING 202.00

65 2142179.87 5974213.44 215.61 CORNER ACCESS ROAD - MATCH EXISTING 125 2142247.94 5973980.53

66 2142221.05 5973939.56 200.77 GUTTER PAN FLOWLINE

202.50

67 2142232.94 5973949.20 201.00 GUTTER PAN FLOWLINE 126 2142244.08 5973977.28 202.27

68 2142179.42 5974124.61 208.80 EDGE ACCESS ROAD - MATCH EXISTING 127 2142243.19 5973975.47 202.29

69 - - - NOT USED 128 2142242.86 5973967.58 202.13

70 2142256. 77 5973971.09 201.38 GUTTER PAN FLOWLINE 129 2142240.78 5973965.67 202.06

71 2142193.07 5974058.06 205.66 FLOWLINE 130 2142231.45 5973966.05 201.85

72 2142276.19 5973986.83 201.60 GUTTER PAN FLOWLINE 131 2142228.67 5973961.67 201.55

73 2142291.94 5973997.02 201.78 GUTTER PAN FLOWLINE 132 2142232.82 5973956.73 201.10

74 2142392.90 5974078.86 203.33 GUTTER PAN FLOWLINE 133 2142237.37 5973952.79 201.07

75 2142134.66 5974035.83 202.34 CORNER CURB HEAD 134 2142251.59 5973964.31 201.34

76 2142412.90 5974095.07 202.90 GUTTER PAN FLOWLINE 135 2142252.73 5973975.75 201.49

77 2142109.74 5974026.62 201.60 FLOWLINE 136 2142259.28 5973967.98 201.49

78 2142108.56 5974013.02 201.45 FLOWLINE 137 2142254.25 5973974.19 201.59

79 2142113.81 5973988.79 200.03 FLOWLINE 138 2142130.38 5973912.99 199.38

80 2142122.11 5973972.88 200.03 FLOWLINE 139 2142124.08 5973941.81 199.95

81 2142200.73 5974053.55 205.32 FLOWLINE 140 2142117.78 5973970.63 200.23

82 2142180.55 5973906.73 199.87 GUTTER PAN FLOWLINE 141 2142252.85 5973962.76 201.48

83 2142177.06 5973903.90 199.79 P.C. FLOWLINE 142 - - -

84 2142177.82 5973907.62 199.87 P.T. FLOWLINE 143 2142373.35 5974060.44 203.76

85 2142171.43 5973919.84 200.15 P.C. FLOWLINE 144 2142385.78 5974070.51 203.41

86 2142168.90 5973921.44 200.18 P.T. FLOWLINE 145 2142381.12 5974066.73 203.66

87 - - - NOT USED 146 2142368.69 5974056.66 203.51

88 2142148.49 5973922.29 200.08 CORNER FLOWLINE (FLUSH CURB) 147 2142279.80 5974010.36 201.98

89 2142137.82 5973942.75 200.06 FLOWLINE / CORNER ACCESSIBLE DRIVE PAD 148 2142280.60 5974011.00 201.87

90 2142157.66 5973915.91 200.22 CORNER ACCESSIBLE DRIVE PAD 149 2142281.50 5974011.73 201.98

91 2142163.65 5973915.66 200.20 CORNER ACCESSIBLE DRIVE PAD 150 2142271.71 5974023.81 201.99

92 2142181.49 5973904.92 200.03 CORNER LIP/ GUTTER 151 2142270.82 5974023.08 201.89

93 2142179.60 5973908.54 200.04 CORNER LIP/ GUTTER 152 2142269.92 5974022.35 201.99

94 2142164.73 5973901.63 200.55 CORNER ACCESSIBLE DRIVE PAD 153 2142291.58 5973999.30 201.91

95 2142169.39 5973905.41 200.60 CORNER ACCESSIBLE DRIVE PAD 154 2142178.15 5973921.82 200.08

96 - - - NOT USED 155 2142121.66 5973972.65 200.03

97 - - - NOT USED 156 2142289.74 5973998.10 201.85

98 2142161.08 5973941.78 200.36 CORNER ACCESSIBLE DRIVE PAD 157 2142130.38 5973912.98 199.38

99 - - - NOT USED 158 2142142.74 5973920.89 198.60

100 2142193.72 5973914.83 200.32 CORNER LIP/ GUTTER 159 2142124.96 5973954.96 198.60

101 2142191.83 5973918.45 200.32 CORNER LIP/ GUTTER 160 2142130.90 5973914.08 198.60

102 - - - NOT USED 161 2142122.87 5973954.22 198.60

103 - - - NOT USED

104 - - - NOT USED

105 - - - NOT USED

106 - - - NOT USED

107 2142220.10 5973941.37 200.94 CORNER LIP/ GUTTER

108 2142221.99 5973937.75 200.94 CORNER LIP/ GUTTER

109 2142217.56 5973936.73 200.69 P.T. FLOWLINE

110 2142197.21 5973920.24 200.24 P.C. FLOWLINE

POINT DATA

DESCRIPTION

P.T. FLOWLINE

P.C. FLOWLINE

P.T. FLOWLINE

CORNER FLOWLINE

P.C. FLOWLINE - HIGH POINT

P.T. FLOWLINE

P.C. FLOWLINE

P.T. FLOWLINE

P.C. FLOWLINE

CORNER LIP/ GUTTER

CORNER LIP/ GUTTER

FLOWLINE

FLOWLINE

FLOWLINE

STREET FLOWLINE

STREET TOP BACK OF CURB AND

O" CURB HEAD FOR PARKING LOT CURB AND GUTTER

P.C. FLOWLINE

P.T. FLOWLINE - HIGH POINT

P.C. FLOWLINE

P.T. FLOWLINE

P.C. FLOWLINE

P.T. FLOWLINE

P.C. FLOWLINE

P.T. FLOWLINE

P.C. FLOWLINE

P.T. FLOWLINE

CORNER LIP/ GUTTER

CORNER LIP/ GUTTER

PAVEMENT EDGE - MATCH EXISTING

EDGE EISA BASIN

SE CORNER BASIN TOP

EDGE OF PAN

NOT USED

TOP OF SPEED HUMP

EDGE OF PAN/ BOTTOM OF SPEED HUMP/ END OF PAN

TOP OF SPEED HUMP

EDGE OF PAN/ BOTTOM OF SPEED HUMP

EDGE OF PAN

FLOWLINE PAN

EDGE OF PAN

EDGE OF PAN

FLUSH FLOWLINE PAN

EDGE OF PAN

EDGE OF PAN

TOP BACK OF CURB/ NW CORNER BASIN TOP

TOP BACK OF CURB/ NE CORNER BASIN TOP

EDGE OF PAN

SW CORNER BASIN TOP LOW POINT

BASIN BOTTOM

BASIN BOTTOM

BASIN BOTTOM

BASIN BOTTOM

STATE PROJECT

CA

CA FrNP GOGA 993(1)

TENNESSEE VALLEY PARKING LOT

NPS PMIS NO.: 253808

DRAWING NO.: 641-176591

'?�orESS/0111, �') '0�R Atvo

.Lr.

'-1{�

� 4) � � (.'.).:t' (f)rn

SHEET

NUMBER

E3

�J��e (J,.), 7 / 14/2-1 �

"1';.;� C/VI\.

O

OF CA.L\Y

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

GRADING PLAN

Sheet 3 of 3

Gutter

...; 1 �

PLAN VIEW

Geotextile filter See note 2

A

Original ground

SECTION A-A

PROTECTIVE APRON AT GUTTER OUTFALL

1L_

PLAN VIEW

Original ground

---��x>�������:?

SECTION 8-8

PROTECTIVE APRON AT UNDERDRAIN OUTFALL

PROTECTIVE APRON DIMENSIONS AND ESTIMATED QUANTITIES

LENGTH DEPTH ESTIMATED

OF OF RIPRAP

CLASS

APRON APRON

L H (feet) (feet)

GUTTER

2 4 1.5 OUTFALL

UNDERDRAIN 2 1.5 1.5

OUTFALL

NOTE:

1. Furnish geotextile filter conforming to subsection 714.0l(a). See summary tables for class and type.

2. Excavation for placement of riprap will not be measured for payment.

RIPRAP

QUANTITY

(CY)

ESTIMATED

GEO TEXTILE

QUANTITY

(SY)

NO SCALE

STATE PROJECT

NPS PMIS NO.: 253808

DRAWING NO.: 641-176591

No.67461 Expires

6/30/23

�10r (7-14-2021

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

U.S. CUSTOMARY SPECIAL

PLACED RIPRAP

SHEET

NUMBER

SPECIAL

251-A

½" -¾" typ.

i· f➔J

Jr

CONTRACTION JOINT

UNDO WELED - TRANSVERSE and

UNTIED - LONGITUDINAL

½"-¾" typ.

r- Smooth dowel@ 12" c-c

T/3 T/2"' 7 9" A 9" A �

T

1-=------l:!======!!e=====:!!,;!.. _ __:_"'�

CONTRACTION JOINT

DOWELED - TRANSVERSE

Deformed tie bar @ 30" c-c

½"-¾" typ.

!SZ:SZ:SZ��:::S::1:S:1:St��Z:-i¥'.'SZ:SZ:�7 T

T/2

J f-------'---�_______._______

Expansion cap

CONTRACTION JOINT

TIED - LONGITUDINAL

Smooth dowel@ 12" c-c ½" - 1" typ.

���$��3 ----r 9" A 9" , "r

T/2

J�===-===�

ISOLATION JOINT

DOWELED - TRANSVERSE

Fixture or structure ½" - 1" typ.

- --------- t::

El----.. _,,._

ISOLATION JOINT

UNDOWELED - LONGITUDINAL

½"-¾" typ. Smooth dowel@ 12" c-c

CONSTRUCTION JOINT

DOWEL BUTT - TRANSVERSE

½"-¾" typ.

i f----

..,,. -1-� · -: } l

CONSTRUCTION JOINT

PLAIN - TRANSVERSE or LONGITUDINAL

½" -¾" typ.

Deformed tie bar@ 30" c-c

CONSTRUCTION JOINT

TIED BUTT - LONGITUDINAL

Pavement surface ¼" - ¾" (typ.J

Joint Sealant See Note 7

Backer rod (Diameter=

¼" - ¾" (typ.)

2 x joint width)

Joint Sealant See Note 7

Bae r rod (Dia eter = 2 x j int width)

½" - 1" typ.

Expansion joint material

STATE

CA

NOTE:

PROJECT

CA FrNP GOGA 993(1)

TENNESSEE VALLEY PARKING LOT

NPS PMIS NO.: 253808

DRAWING NO.: 641-176591

1. Use epoxy-coated material for all tie bars, dowels, and other steel used in the construction of concrete pavement.

2. Use deformed reinforcing bars for tie bars.

3. Install isolation joints when abutting a fixed structure.

Use expansion joint material extending the full depth and length of the concrete surface.

4. Transverse and longitudinal construction joints are not included in the joint layout plan. Use transverse and longitudinal construction joints sparingly. Submit planned construction joint locations to the CO for approval.

5. Do not place tie bars within 15" of transverse joints.

6. For construction joints, if tie bars and dowels are not set into concrete during placement, drill and anchor the tie bars and dowels into the existing concrete construction with epoxy resin.

7. Maintain joint sealant shape factor of 1: 1 except when silicone sealant is used, the width to depth shape factor is 2: 1 or as recommended by sealant manufacturer.

Pavement Dowel Bar Thickness (T) Tie Bar Diameter

(inches) (inches)

T58 #5 1 8 < T510 #5 1¼ 10 < T 5 12 #6 1½

SHEET

NUMBER

Rl

My responsibility with respect to this plan sheet is limited to the selection of the standard plans for this project and a determination that the selection is appropriate…