CA_FLAP_SR89(2)_OptionX_Plans_Final.pdf

OREGON • DISTI COUNTY I ROUTE POST Mil.ES

TOTAL PROJECT STATE PROJECT

ll:; I Eureka :g

Reddln9 I

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

I

!I:

i-.: :1 ~ g ~ .s l ..

.9

' ; CA FLAP SR 89(2)

~ -OPTIONX

~--~===~3•I:=====~~---

PLANS FOR PROPOSED ::.ON

CA FLAP SR 89(2) - OPTION X ' .;}..._

•'-""t-.

' ®/'-.\ Of ~. EXEC'll

.., lw.J TAHOE CITY SIDEWALK

AND BIKE TRAIL PROJECT . .... ,- .. ,

··J:"•

~. fTi'd i ,,... . ·~~-··,/L;._A-.J'UJG.:;~EnC.Y TAHOE NATIONAL FOREST ~AKll..VNA . ·-·--··· PLACER COUNTY

LENGTH 0.40 miles (Bike Path), 0.15 miles (Sidewalk) i ..i.. Th:lf plans have been reviewed and approved as required n.E • M ... r Or CALIFOifN~ TRPA Rules, Regulatlon& and Otdlnanoes only. TRPA has not revfewed and IMfl not be responsible tor any

TI'PE OF CONSTRUCTION: I elements contained In these~. I.e. stNctural, electrical, Sidewalk l and 3

CA FLAP SR 89(2)

OptionX

S~~:.w~lk ~?-~~t~:ti~~· b2ke ~~~h0c~~~tr~f~~anical; 1&tc. which a~ not ~Cl for tfWfGW under said

'•~'"'"' ....... ,,,.,,, ..... ~ •• ,,.,, T=E':'oNA't.~.'ANNi'NG AG~~f:!. 1 11· ~

U.S. CUSTOMARY DIMENSIONS:

Slopes are expressed as RISE:RUN

Ali existing disturbed areas ~nd SPECIFICATIONS: areas disturbed by construction "STANDARD SPECIFICATIONS FOR CONSTRUQ';T.QN,OE..~Sh~ revegetated with AND BRIDGES ON FEDERAL HIGHWAY PROJe~'t.¥P."t~ f1,;' spec'1es 1·n a,,.cordance U.S. CUSTOMARY UNITS" vegt:: a 1011 " with the TRPA handbook of best

~OllHllTllEMT TO E~CELLEl!CE management practices and .

Living With Fire, Lake Tahoe Basm, Second Edition .

t1t/frans"

Tahoe Transportation

ClSl'llC'1'

"BK1,, Line-;· CA FLAP SR B9(2) l Option X ;f\\ '-:

I I I/ "BK2" Line

CA FLAP SR 89(2)----+-~

Option X>I -~

I_ I

I w1w

"'I" 0:: ot

NOTE· Required eMPs (slope stabilization, infiltration facilities. revegatatiori, etc.) shown or.

the appro;1ed plans have been determined from

South Lake Tahoe, CA 28 miles from beginning of project representations submitted oy the spplicailt and not con!irmed by field mspection Modiiicalion of

Know Yjflat's below. the required BM?s r.ecessary tocorrect inada o 3000' 6000'

Incllne VIiiage, NV 14 miles from end of project

/ T 16N MDB&M

T 15 N MDB&M

Lighting Improvements

CA FLAP SR 89(2)

OptionX

"BK3" Line

CA FLAP SR 89(2)

OptionX

. -i~ .u.,.-

Wit-4?01;,~

c. r;,.0'Y&\

~1'".f:-)1' I ~ ..,,. ~-:

'f~{ff' No. 65808"' m1.

* A:.*'" ~~~ CfVll <:fl-~if'

SHEET

A1

"2.-A3

M·AS

AS

A7

B1·B3 B4 B6

C1-C4

01-02 03-05 06-07

El·E2 E3-E7

F1

G1 G2

K1·K2

R1·R4

T1·T6 T7-T14

T15 T16 l!

-;1';~.$°

'''''n ti'

03 I PLA I 89

TITLE SHEET

5.9/8.5 CA

INDEX TO SHEETS

DESCRIPTION

CA FLAP SR 89(2)

OPTION X

CONVENTIONAL PLAN SYMBOLS AND ABBREVIATIONS

SURVEY CONTROL

SITE~

TYPICAL SECTIONS

SU~RY OF QUANTITIES

GRADING. TOPSOIL. REMOVALS AND DRAINAGE SUM'v\i\RIES SURFACING AND SURVEYING SUtJMARIES

PAVEIV'.ENT MARKING SU~RIES

SIGN SU!vl\llARIES RETAINING WALL. LIGHTING, EOUIPPvENT AND LABOR, ~CELLAl\IEOUS SUtvlMRIES

BIKE PATH PLAN AND PROFILES

SIDEWALK LAYOUTS

GRAOING AND POINT LAYOUTS

COGO POINT TABL,.ES . -

157 EROSION CONTROL PLANS

157 EROSION CONTROL DETAILS AND SPECIALS

201 REMOVAL LAYOVf

258C.l.P. WALL LAYOUT

258 C.1.P. WALL DETAILS

400 PAVENENT EDGE TREATNENT DETAILS

500 RIGHT OF WAY LAYOUTS

602 PIPE DETAILS

604 DRAINAGE AND WATER QUALITY DETAILS

609 CURB AND DRIVEWAY DETAIL

615 CURB RAAP DETAILS

CONTINUED ON A2

PLANS PREPARED BY

c'12M1, ..

FOR

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

DENVER, COLORADO

SHEET

NUMBER.I

Al

Call before you dig.

-.a1J.ai1.corn

" ~ PROJECT MANAGER LeAD DESIGNER

CH2M Hill quecies may b€ added at the time of the pre grade inspection and shall be incorporated into the TRPA permit and site plan as additional coro d111ons of approval

Scale in Feet ~~ 9/06/17

AP~f~ DATE: ~¥~bl'7

CHIEF OF ENGINEERING

CENTRAL FEDERAL LANDS HIGHWAY DrvISION

~ MATTHEW AM6ROZIAK

Sheet and Description

SHEET B4 SHEET B5 SHEET B8 SHEET B4 SHEET B4 SHEET B7 SHEET B6

Grading Surfacing and Survey Misc. Removals Drainage Permanent

Sign Pavement Marking ALLOWANCE Bid

Schedule

X0620 41102-3000 PRIME COAT, METHOD 3 SQYD 3,135 165 3,300

X0640 41201-0000 TACK COAT TON 1 0 2

X0660 41301-0000 ASPHALT PAVEMENT MILLING SQYD 598 32 630

X0680 60201-0600 18-INCH PIPE CULVERT LNFT 26 4 30

X0700 60403-0000 INLET EACH 1 1

X0720 60406-0000 INLET ADJUSTMENT EACH 1 1

X0740 60409-0000 INLET TOP, METAL FRAME AND

GRATE EACH 1 1

X0760 60901-1200 CURB, CONCRETE, 14-INCH DEPTH LNFT 683 17 700

X0780 60902-1000 CURB AND GUTTER, CONCRETE,

12-INCH DEPTH(CALTRANS TYPE

A2-6 AND B2-6 CURB) LNFT 549 11 560

X0800 60915-1000 WHEELSTOP, CONCRETE EACH 10 10

X0820 61501-0100 SIDEWALK, CONCRETE SQYD 442 8 450

X0840 61502-1000 DRIVE PAD, CONCRETE

(DRIVEWAYS) SQYD 186 14 200

X0860 61505-1000 ACCESSIBILITY RAMP, CONCRETE EACH 4 4

X0880 61904-0000 BOLLARD POST EACH 1 1

X0900 61921-1000 REMOVE AND RESET FENCE LNFT 138 7 145

X0920 62201-0200 DUMP TRUCK, 8 CUBIC YARD

MINIMUM CAPACITY HOUR 20 20

X0940 62201-0900 WHEEL LOADER, 2 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 20 20

X0960 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 20 20

X0980 62201-3000 HYDRAULIC EXCAVATOR HOUR 20 20

X1000 62301-0000 GENERAL LABOR HOUR 20 20

X1020 62302-1000 SPECIAL LABOR, HIRED

TECHNICAL SERVICES HOUR 20 20

X1040 62302-1100 SPECIAL LABOR, HIRED SURVEY

SERVICES HOUR 20 20

X1060 62405-0200 PLACING CONSERVED TOPSOIL,

3-INCH DEPTH SQYD 2,191 109 2,300

X1080 62510-2000 SEEDING, HYDRAULIC METHOD ACRE 0.5 0.5

X1100 62515-2000 MULCHING, HYDRAULIC METHOD ACRE 0.5 0.5

X1120 62901-0000 ROLLED EROSION CONTROL PRODUCT SQYD 627 627

X1140 63301-0000 SIGN SYSTEM EACH 7 7

X1160 63306-0400 POST, STEEL, 2-INCH BY 2-INCH EACH 1 1

X1180 63316-1000 REMOVE AND RESET SIGN EACH 6 6

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

-N ov -2

9:

A M c:

\p w _w or kd ir \d en

1\ jt

\d

8\

[A

TP

_E st im at e_ C

FL

_F or m at

_M od ifi ed

.x ls x] Sh ee t

(2

SUMMARY OF QUANTITIES - Option X

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.2CA FLAP SR 89(2)

Option XCA

SHEET

NUMBER

Sheet and Description

SHEET B4 SHEET B5 SHEET B8 SHEET B4 SHEET B4 SHEET B7 SHEET B6

Grading Surfacing and Survey Misc. Removals Drainage Permanent

Sign Pavement Marking ALLOWANCE Bid

Schedule

X1200 63401-0100 PAVEMENT MARKINGS, TYPE A,

SOLID LNFT 2,965 25 2,990

X1220 63401-0200 PAVEMENT MARKINGS, TYPE A,

BROKEN LNFT 70 10 80

X1240 63405-0050 PAVEMENT MARKINGS, SYMBOLS EACH 2 2

X1260 63405-0150 PAVEMENT MARKINGS, TYPE A,

STRAIGHT ARROW EACH 9 9

X1280 63405-0300 PAVEMENT MARKINGS, TYPE A,

"STOP" WORD MESSAGE EACH 6 6

X1300 63405-0450 PAVEMENT MARKINGS, TYPE A,

ACCESSIBILITY SYMBOL EACH 1 1

X1320 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

X1340 63503-1000 TEMPORARY TRAFFIC CONTROL, For boundary

PLASTIC FENCE fencing and vegetation

LNFT 4,068 82 4,150 protection

X1360 63601-2000 SYSTEM INSTALLATION, LIGHTING A Line lighting

LPSM ALL -See B8

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

-N ov -2

9:

A M c:

\p w _w or kd ir \d en

1\ jt

\d

8\

[A

TP

_E st im at e_ C

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_F or m at

_M od ifi ed

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(3

SUMMARY OF QUANTITIES - Option X

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

STATE PROJECT

B.3CA FLAP SR 89(2)

Option XCA

SHEET

NUMBER

SUMMARIES

PAVEMENT MARKING

B6

STATE PROJECT

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

NUMBER

SHEET

CA

DIST COUNTY ROUTE

TOTAL PROJECT

POST MILES

03 89PLA 5.9/8.5

OPTION X

CA FLAP SR 89(2)

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

R

A T P .d g n

A

M

W

T E R

W A T E R F

A U

C E T

W A T E R F

A U

C E T

T

413419

W

W

OR BY TELEPHONE

MAY BE RECLAIMED AT

TOWED VEHICLES

AT THE OWNER'S EXPENSE

WILL BE TOWED AWAY

FOR PERSONS WITH DISABILITIES

SPECIAL LICENSE PLATES ISSUED

DISTINGUISHING PLACARDS OR

SPACES NOT DISPLAYING

IN DESIGNATED ACCESSIBLE

UNAUTHORIZED VEHICLES PARKED

VAN

ACCESSIBLE

STOP

PATH

BIKE

VEHICLES

MOTOR

NO

UNKNOWN

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

NUMBER

SHEET

CA

DIST COUNTY ROUTE

TOTAL PROJECT

POST MILES

03 89PLA 5.9/8.5

OPTION X

CA FLAP SR 89(2)

d e n p w p p w ic s w o r k in g V

L a y S

R

A T P .d g n

A

M

NO PARKING

STOP

LEF

T

RIGH

T

LEF

T

RIGH

T

2-1

R44A(CA)

2-2

STOP

R1-1 yellow stripe

4" solid

PATH

BIKE

VEHICLES

MOTOR

NO

BICYCLES

MOTORIZED

OR

yellow stripe

Begin 4" broken yellow stripe

End 4" broken

"BK1" Line

100'50'0

Scale in Feet

Sheet 1 of 2 path delineation

Match existing

PAVEMENT DELINEATION

SIGNING AND

V2

NOTES:

marking (typ.)

parking stall

Remove existing

2-6 2-7 zone markings and blue buffer

Accessible space marking (typ.)

parking stall

Remove existing

ADA markings

Remove existing arrow marking (typ.)

White through

R5-1

DO NOT

ENTERarrow marking (typ.)

White directional

MPH

to remain adjacent to building stall markings

Existing parking

Sign 6-25

CA FLAP SR89(1)

Sign 6-31

CA FLAP SR89(1)

6-33 to be removed

Signs 6-19, 6-32, and

CA FLAP SR89(1)

Sign 6-32 to be removed

CA FLAP SR89(1)

Travel Way

Edge of

Travel Way

Edge of

Travel Way

Edge of

SR 28

SR 28

SR 28

R d

M ac ki n aw

2-8

ONLY

PARKING

FINE$250

MINIMUM

2-9

Remove

STOP marking limit line and

Remove existing

Detail 2 stall marking (typ.)

White parking

New Post

Reset on

2-4

W13-1P

MPH

W1-1L

2-3

W1-1R

W13-1P

MPH

removed

Sign 6-29 to be

CA FLAP SR89(1)

2-5 from fence

Remove 3 panels

Caltrans ROW (typ.)

stall marking within Remove existing parking

Detail 1 stall marking (typ.)

Yellow parking

DETAIL 2

PARKING STALL

White

DETAIL 1

PARKING STALL

Yellow marking

Crosswalk bumper (typ.)

Install parking this project.

the CA FLAP SR89(1) project with and installation of 2 signs from

3. Coordinate the removal of 5 signs driveways.

accommodate the proposed

Bridge project plan sheet V6 to poles shown on Truckee River staff to revise locations of snow

Caltrans maintenance

2. Coordinate with the CO and stall layouts.

1. Coordinate with the CO on final

T

12.6'

11.5'

D I

D I

D I

D I

D I

D I

W A

T E

R

W A

T E

R

W A

T E

R

W A

T E

R

STATE PROJECT

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

NUMBER

SHEET

CA

DIST COUNTY ROUTE

TOTAL PROJECT

POST MILES

03 89PLA 5.9/8.5

OPTION X

CA FLAP SR 89(2)

d e n p w p p w ic s w o r k in g

W

L a y S

R

A T P .d g n

P

M

100'50'0

Scale in Feet

West Lake Blvd.

LIGHTING PLAN

Sheet 1 of 2

1 1 1 1

1 1

Rt. 35'

+33 "A"

D51

Rt. 32'

+08 "A"

D52

Rt. 39'

+89 "A"

D53

Rt. 39'

+61 "A"

D54

Rt. 39'

+44 "A"

D55

Rt. 39'

+28 "A"

D56 Rt. 29'

+48 "A"

D62

Lt. 38'

+75 "A"

D57

Lt. 27'

+35 "A"

D59

Lt. 31'

+88 "A"

D61

Lt. 23'

+55 "A"

D63

Rt. 31'

+85 "A"

D60

Rt. 39'

+05 "A"

D58

2 2

E 7087777.29

N 2190809.87

Begin Lighting Improvements

Option X

CA FLAP SR 89(2)

110+33.24

W1

NOTES:

8.

7.

6.

5.

4.

3.

within Placer County ROW.

Light pole locations shall be approved by the CO and located or dark shall be installed by the contractor.

Information shown screened is existing. Information shown bold and Federal Specification A-A-59544.

Contractor shall install copper wire, XHHW-2 per UL Standard 44, to Special 636-C for splicing requirements.

with 2/C #12 AWG conductors from pull box to luminaire. Refer inch PVC SCH 40 conduit between existing pull box and light pole box, Per Special 636-D and 636-E. Contractor shall install one responsible for pole, base, wire, fixture, and connection to pull

Pull boxes installed in prior phase of construction. Contractor

Mid block street lights to be owned and maintained by the county.

improvements.

Coordinate street light locations with civil and landscaping

2" conduit (existing), 2#8, 1#8G (lighting).

2" conduit (existing), 2#4, 1#4G (lighting).

C

Pull Box, No. 6, Existing

Contactor

Photoelectric Unit

LEGEND:

Auto Test Switch

See Special 636-E.

County Lighting Standard.

Door Indicates Front of Enclosure

Service Equipment Enclosure.

D I

D I

D I

D I

D I

D I

D I

D I

D I

D I

D I

D I

D I

D I

D I

D I

D I

D I

D I

W A

T E

R

W A

T E

R

W A

T E

R

W A

T E

R

W A

T E

R

W A

T E

R

W A

T E

R

W A

T E

R W A

T E

R

W A

T E

R W

A T

E R

W A

T E

R

M

SN

Main 100 A

Single-Phase

Three-Wire

120/208 V

N

15 A

RRS

RRS

15 A

15 A Modified FB

15 A Modified FB

STATE PROJECT

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

U s e r D

E N

P W

P

NUMBER

SHEET

CA

DIST COUNTY ROUTE

TOTAL PROJECT

POST MILES

03 89PLA 5.9/8.5

OPTION X

CA FLAP SR 89(2)

d e n p w p p w ic s w o r k in g

W

L a y S

R

A T P .d g n

A

M

100'50'0

Scale in Feet

West Lake Blvd.

0 1

LIGHTING PLAN

Sheet 2 of 2

36' Rt.

+29 "A"

D66

37' Rt.

+98 "A"

D7633' Rt.

+86 "A"

D70

34' Rt.

+59 "A"

D72

35' Rt.

+39 "A"

D74

22' Lt.

+16 "A"

D65

22' Lt.

+80 "A"

D67

34' Lt.

+62 "A"

D69

36' Lt.

+51 "A"

D71

36' Lt.

+35 "A"

D73

36' Lt.

+99 "A"

D75

33' Lt.

+36 "A"

D77

5 5

E 7087828.12

N 2191981.63

End Lighting Improvements

Option X

CA FLAP SR 89(2)

122+21.19

37' Rt.

+03 "A"

D78

W2

36' Rt.

+19 "A"

D68

D57 D59 D61 D63 D65 D67 D69 D71 D73 D75

D66 D68 D70 D72 D74 D76 D78D56 D58 D60 D62D53 D54 D55D51 D52

Sheet 1 of 2

See Lighting Plan

D77

LIGHTING DIAGRAM

NOTES:

improvements.

Coordinate street light locations with civil and landscaping

2" conduit (existing), 2#8, 1#8G / 2#4, 1#4G.

2" conduit (existing), 2#4, 1#4G.

2" conduit (existing), 2#8, 1#8G.

3" conduit (existing), 2#4, 1#4G.

Existing Liberty pad mounted switch.

Existing 3" conduit to Liberty service point.

16-47W LED Lighting

11-47W LED LightingAdd Loads:

2-300 RSS

2-300 Modified FBExisting Load:

For service wiring diagram see this sheet.

Existing Type III-AF service equipment enclosure (County).

8.

14.

13.

12.

11.

10.

9.

bold or dark shall be installed by the contractor.

Information shown screened is existing. Information shown enclosure, see Special 636-B, Detail C.

Photo cells shall be mounted to existing Type III service

For controls see Special 636-D for Type LC2 control.

Standard 44, and Federal Specification A-A-59554

Contractor shall install copper wire, XHHW-2 per UL

636-C for splicing requirements.

conductors from pull box to luminaire. Refer to Special between existing pull box and light pole with 2/C #12 AWG

Contractor shall install one inch PVC SCH 40 conduit connection to pull box, per Special 636-D and 636-E.

Contractor responsible for pole, base, wire, fixture, and

Pull boxes installed in prior phase of construction.

county.

Mid block street lights to be owned and maintained by the

C

15 A

Type V

C

20 A

MODIFY SERVICE WIRING DIAGRAM

Lighting

120V, 20 A

Lighting

120V, 15 A

C

Pull Box, No. 6, Existing

Contactor

Photoelectric Unit

LEGEND:

Auto Test Switch

See Special 636-E.

County Lighting Standard.

Door Indicates Front of Enclosure

Service Equipment Enclosure.

636-A

W3

INTENTIONALLY BLANK

SHEET NOT USED

NOTE: SHEET NOT USED, INTENTIONALLY BLANK

U.S. DEPARTMENT OF TRANSPORTATION

SPECIAL

U.S. CUSTOMARY SPECIAL

U s e r D

E N

P W

P

NUMBER

SHEET

CA

DIST COUNTY ROUTE

TOTAL PROJECT

POST MILES

03 89PLA 5.9/8.5

OPTION X

CA FLAP SR 89(2)

d e n p w p p w ic s w o r k in g

W S p A

S R

A T P .d g n

636-E

SEE BASE PLATE DETAIL

SEE FOUNDATION DETAIL

5"

30"

DETAILS

STREET LIGHTING

NOTE:

POLE

UCM-STR-T3-32LED-4K-450-CRT

FIXTURE. CAT. *:

LED PENDANT MOUNT

ARM SLA-16-CRT

W7

NOT A PAY ITEM - FOR INFORMATION ONLY.

Symbol Watt Voltage Quantity Type

Street Light

Type

Lamp

Street Light

County

LED 47 120 27

TENON (SEE NOTE 2)

California for approval.

fabrication. Submit shop drawings sealed by engineer in state of

Contractor to verify and design modified pole and tenon prior to

Installation, Lighting.

All materials will be paid for under pay item 63601-2000 System

2.

1.

WITH TENON

PS5-5S18-188-CRT

MODIFIED POLE

U.S. DEPARTMENT OF TRANSPORTATION

SPECIAL

U.S. CUSTOMARY SPECIAL

U s e r D

E N

P W

P

NUMBER

SHEET

CA

DIST COUNTY ROUTE

TOTAL PROJECT

POST MILES

03 89PLA 5.9/8.5

OPTION X

CA FLAP SR 89(2)

d e n p w p p w ic s w o r k in g

W S p E S

R

A T P .d g n