Project Plans for FRANKLIN RD. IMPROVEMENTS

Project Plans for

CONTRACT 15-08FOR THE

CITY OF YUBA CITYSUTTER COUNTY, CALIFORNIA

FOR USE IN CONJUNCTION WITH:

CALTRANS STANDARD SPECIFICATIONS DATED 2010

CALTRANS STANDARD PLANS DATED MAY 2010

CITY OF YUBA CITY DESIGN AND CONSTRUCTION DETAILS DATED JULY 2009

VICINITY MAPNTS

Designed under the direction of:

KEVIN E. BRADFORD

RCE 61985

Expires: 09/30/2017

Approved on 04/19//16 by

City of Yuba City Council

Terrel Locke, Chief Deputy City Clerk

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COVER SHEET

ABBREVIATIONS & SYMBOLS

FRANKLIN ROAD AT HARDING AND WALTON ROAD SIDEWALKS

FRANKLIN ROAD AT OLIVER DRIVE SIDEWALKS

FRANKLIN ROAD AT THARP AND BRISTOL ROAD SIDEWALKS

FRANKLIN ROAD AT NANTUCKET WAY SIDEWALKS

FRANKLIN ROAD AT HEATHERINGTON CIRCLE SIDEWALKS

SIDEWALK

STRIPING 01

STRIPING 02

DETAILS

DETAILS 2

INDEX TO PLANS

1. EXCAVATIONS OVER FIVE FEET (5') DEEP REQUIRE AN EXCAVATION PERMIT FROM THE STATE DEPARTMENT OF

INDUSTRIAL SAFETY.

2. CONTRACTOR SHALL CALL "UNDERGROUND SERVICE ALERT" AT (800) 227-2600 AT LEAST ONE (1) WEEK PRIOR TO

START OF CONSTRUCTION FOR LOCATING UNDERGROUND UTILITIES.

3. CONTRACTOR IS TO VIDEO OR PHOTOGRAPH JOBSITE AREA TO DOCUMENT EXISTING CONDITIONS PRIOR TO

START (i.e. CULVERTS, DRIVEWAYS, EXISTING PAVEMENT CONDITIONS, STRIPING, EDGE OF ROAD, PRIVATE

PROPERTY, LANDSCAPING, FENCING, ETC.) TO MINIMIZE UNDUE CLAIMS. CONTRACTOR IS RESPONSIBLE FOR

RETURNING ALL PROPERTY TO ORIGINAL OR BETTER CONDITION, INCLUDING TRAFFIC MARKINGS.

4. DRIVEWAY APPROACHES SHALL NOT EXCEED 10%. TEMPORARY APPROACHES AT DRIVEWAYS SHALL BE CLASS II

AB OR ASPHALT CONCRETE.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ANY TRAFFIC MARKERS AND/OR MARKINGS, INCLUDING

PAINTED CURBS, WHICH ARE DAMAGED OR REMOVED DURING CONSTRUCTION. TEMPORARY MARKERS SHALL BE

USED AND MAINTAINED DURING CONSTRUCTION.

6. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY LINES OR STRUCTURES SHOWN ON THESE PLANS

WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO

EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE

PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR

NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL POTHOLE AND DETERMINE THE EXACT LOCATION OF ALL

EXISTING UTILITIES IN ACCORDANCE WITH THE SPECIAL PROVISIONS.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES TO CITY OR OTHER UTILITIES CAUSED BY HIS

OPERATIONS.

8. THE CONTRACTOR SHALL MAINTAIN REASONABLE ACCESS TO ALL DRIVEWAYS DURING CONSTRUCTION. MAIL AND

REFUSE SERVICE SHALL BE MAINTAINED THROUGHOUT THE COURSE OF THIS PROJECT. THE U.S. POSTAL SERVICE

SHALL HAVE UNINTERRUPTED ACCESS TO MAILBOXES AT ALL TIMES.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE DISPOSAL OF ALL BITUMINOUS PAVEMENT, CONCRETE

AND REINFORCEMENT, AND SPOILS NOT NEEDED FOR BACKFILL AS REQUIRED BY THE ENGINEER AND PER THE

SPECIFICATIONS.

10. SOIL IN YUBA CITY IS GENERALLY CLAYEY SAND, CLAYEY SILT, SILTY SAND, SAND, ETC. THE CITY OF YUBA CITY

MAKES NO REPRESENTATIONS AS TO THE TYPE OF SOIL THAT WILL BE ENCOUNTERED. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO DO ANY SOILS TESTS NECESSARY TO DETERMINE THE ACTUAL SOIL CONDITIONS THAT WILL BE

ENCOUNTERED ON THIS PROJECT.

11. THE CONTRACTOR SHALL POSSESS A CLASS "A" OR ANY OTHER LICENSE(S) REQUIRED BY THE STATE OF

CALIFORNIA.

12. THE CONTRACTOR SHALL PROVIDE, AT PRE-CONSTRUCTION CONFERENCE, CONSTRUCTION SIGN LOCATIONS AND

TRAFFIC HANDLING PLAN THAT WILL BE SUBJECT TO CITY REVIEW AND APPROVAL.

13. THE CONTRACTOR SHALL PROVIDE THE USA TICKET NUMBER FOR THIS PROJECT TO THE CITY PRIOR TO

COMMENCING ANY EXCAVATIONS.

GENERAL NOTES

PROJECT LOCATION

PROJECT LOCATION MAP

US A

UNDERGROUND SERVICE ALERTTHE CONTRACTOR SHALL NOTIFY ALL UTILITY

COMPANIES TWO (2) WORKING DAYS PRIORTO GRADING OR DIGGING

CALL BEFORE YOU DIG2 WORKING DAYS

CALL "USA" TOLL FREE FRANKLIN RD. IMPROVEMENTS

BRIDGE STREET

FRANKLIN RD

WA

LT

ON

A

VE

HW

Y 99

TH

AR

P R

D

SURVEY MONUMENT

WHEELCHAIR RAMP

DRIVEWAY

STOP SIGN

STREET SIGN

MAIL BOX

TREE REMOVAL

POWER POLE

MONUMENT IN WELL

LEGEND

A. C. PAVING WITH BASE AS NOTED

BARRIER CURB AND GUTTER

A. C. OVERLAY

SIDEWALK

ROLL GUTTER

STREET RIGHT-OF-WAY

CITY LIMITS

PROPERTY LINE

ABBREVIATIONS

EXISTING

FOOTING

GALVANIZED IRON PIPE

MANUFACTURER

MISCELLANEOUS

CITY CONTACTS

ELECTRICAL MAINTENANCE

PW STREET MAINTENANCE

JERAMY CHAPDELAINE

STEVE WEIR

CITY ENGR. DIANA LANGLEY

CONSTRUCTION INSPECTION

MINIMUMMIN

DIP

DIA or Ø

DUCTILE IRON PIPE

DIAMETER

MISC

MJ-LEB MECH JOINT - LARGE END BELL

CAST IRON

CLEAN OUTCO

CTV

DI

DET.

CSP

CONC.

CABLE TELEVISION

DETAIL

DRAIN INLET

CORRIGATED STEEL PIPE

CONCRETE

CIPCP

CLSC

CL

CI

CF

CCP

CAST-IN-PLACE CONCRETE PIPE

CENTER LINE

CEMENT LINED & COATED STEEL PIPE

CUBIC FEET

CONCRETE CYLINDER PIPE

MB

MFR

MH

IRR

LF

MAX

MAIL BOX

MANHOLE

IRRIGATION

LINEAL FEET

MAXIMUM

ID

INV

HORIZ

GS

GV

HDPE

HORIZONTAL

INSIDE DIAMETER

INVERT

GAS SERVICE

GATE VALVE

HIGH DENSITY POLYETHELYNE

EDGE OF PAVEMENT EOP or EP

AGGREGATE BASEAB

BEGIN VERTICAL CURVE

BM

BVC

CB

BF

BFV

BLDG

BENCH MARK

CATCH BASIN

BLIND FLANGE

BUILDING

BUTTERFLY VALVE

ALT.

AVE.

BCR

BC

ACP

AC

ALTERNATE

BEGIN CURB RETURN

AVENUE

BEGIN HORIZONTAL CURVE

ASBESTOS CEMENT PIPE

ASPHALTIC CONCRETE

FTG

GALV

GIP

FL

FM

FT

GALVANIZED

FOOT or FEET

FLOW LINE

FORCE MAIN

FC

FCA

FE

FG

EVC

EX or (E)

FACE OF CURB

FLANGED END

FINISHED GRADE

FLANGED COUPLING ADAPTER

END VERTICAL CURVE

% PERCENT

DWG DRAWING

TRENCH RESTORATIONT.R.

UNDERGROUND

TYP

U/G

TYPICAL

TELEPHONE

TBSW

TC

TELE

STA

STD

TBC

TOP BACK OF SIDEWALK

TOP OF CURB

STATION

STANDARD

TOP BACK OF CURB

SQ

SS

SPECS

SD

SHT

SQUARE

SANITARY SEWER

SPECIFICATIONS

STORM SEWER

SHEET

VITRIFIED CLAY PIPE

PROPERTY LINE

PUBLIC UTILITY EASEMENT

REINFORCED CONCRETE PIPE

RD

R/W

S

R

RCP

QTY

RIGHT OF WAY

SOUTH OR SLOPE

ROAD

QUANTITY

RADIUS

PM

PP

PUE

PVMT

PE

PL

PAVEMENT MARKERS

POWER POLE

PAVEMENT

PLAIN END

MTR METER

VCP

WATER LINE SYMBOLS

SANITARY SEWER SYMBOLS

STORM SEWER SYMBOLS

SEWER

STORM

4"ss

WATER

SANITARY SEWER LINES

EX SEWER

BARRIER C and G DRAIN INLET

mh

EX STORM

MANHOLE

STORM SEWER LINES

ss

mh

SEWER SERVICE

MANHOLE

CLEANOUT

EX WATER

WATER SERVICE/METER BOX

WATER LINES

MECHANICAL JOINT

FLANGED COUPLING

RINGTIGHT COUPLING

BUTTERFLY VALVE

FIRE HYDRANT

GATE VALVE

CONSTRUCTION SIGN

FIELD DI

ELEC

EL or ELEV

EG

ECR

EC

EA

D/W DRIVEWAY

EACH

END HORIZONTAL CURVE

END CURB RETURN

EXISTING GRADE

ELEVATION

ELECTRICAL

N

NIC

NO

NTS

OC

OD

OH

OSHA OCCUPATIONAL SAFETY & HEALTH ADMIN.

OVERHEAD

OUTSIDE DIAMETER

ON CENTER

NOT TO SCALE

NUMBER

NOT IN CONTRACT

NORTH

VERTICAL POINT OF INTERSECTION

VERTICAL

WATER OR WEST

WALKWAY

WELDED WIRE FABRIC

CROSS GUTTER

CROSSINGXING

XGUTTER

WWF

W/W

W

VERT

VPI

FH FIRE HYDRANT

S/W SIDEWALK

E EAST

L LENGTH

SF SQUARE FEET

XSECTCROSS SECTION

FENCE

A. C. and CONCRETE: NEW/REMOVAL

CORNERCORN

GM or GAS GAS MAIN

PROPOSEDP

STREET LIGHT

BUILDING

DITCH SLOPE

POINT OF COMPOUND CURVATUREPCC

PW UNDERGROUND MAINTENANCE

CEMENT TREATED BASECTB

AIR VACUUM VALVE

AIR RELIEF VALVEA.R.V.

CHECK VALVE

MECHANICAL JOINTMJ

PARK MAINTENANCE

WATER BLOWOFF

36" RESILENT WEDGE GATE VALVE

D.E.W.M. DEAD END WATER MAIN

PW SUPERINTENDENT

822-4624

822-4644

822-7455

822-7690

822-4626

822-4777

822-4648

822-3241

EMERGENCY VEHICLE DETECTOR

INTERNALLY ILLUMINATED SIGN

REGULATORY SIGN

TREE

11+00.00

10+50.00

36+00.00

36+83.72

36+50.00

CONSTRUCT CASE "A" PEDESTRIAN ACCESS RAMP

PER CITY STANDARD ST 3

CONCRETE REMOVAL [456 SF]

MINOR CONCRETE, 6" CURB & GUTTER [48 LF]

MINOR CONCRETE, PEDESTRIAN RAMP & SIDEWALK [340 SF]

ASPHALT CONCRETE, PAVEMENT RESTORATION,

1

2

" A.G.G. [100 SF]

TRANSITION FROM ROLL

TO BARRIER CURB

CITY DETAIL ST 6

TRANSITION FROM ROLL

TO BARRIER CURB

CITY DETAIL ST 6

EX STOP SIGN

PROTECT IN PLACE

(E) STOP SIGN

PROTECT IN PLACE

(E) FIRE HYDRANT

PROTECT IN PLACE

INSTALL BIKE LANE SIGN [R81]

EX STREET SIGN

PROTECT IN PLACE

EXISTING PULL BOX

PROTECT IN PLACE

EXISTING SIGNAL POLE

PROTECT IN PLACE

EXISTING PULL BOX

PROTECT IN PLACE

WA

LT

ON

A

VE

INSTALL BIKE LANE SIGN [R81]

HA

RD

IN

G R

D

FRANKLIN RD

FRANKLIN RD

15+00.00 16+00.0014+50.00

15+50.00

TRANSITION FROM ROLL TO BARRIER CURB

CITY DETAIL ST 6


CITY DETAIL ST 6


DET ST6

EXISTING D.I.

PROTECT IN PLACE

FRANKLIN ROAD

OLIV

ER

D

RIV

E

18+00.00 19+00.0017+50.00 18+50.00 19+50.00

21+00.00 22+00.0020+50.00

21+50.00 22+50.00

TH

AR

P R

OA

D

FRANKLIN ROAD

BR

IS

TO

L W

AY

FRANKLIN ROAD

29+00.00

30+00.00

28+50.00

29+50.00

NA

NT

UC

KE

T

WA

Y

INSTALL FLASHING PEDESTRIAN CROSSWALK SIGN

(1) 15' 1-B POLE & FOUNDATION

(1) PEDESTRIAN SIGN, S1-1

(1) ARROW SIGN, W16-7P L

(1) RECTANGULAR RAPID FLASHING BEACON

(1) PED. PUSH BUTTON

(1) PED. PUSH BUTTON SIGN, R62E

(1) CROSSWALK SYTEM CONTROLLER

(1) SOLAR PANEL SYSTEM

2" CONDUIT

SHALL BE INSTALLED

UNDERNEATH CROSSWALK STRIPE



(1) PEDESTRIAN SIGN, S1-1

(1) ARROW SIGN, W16-7P L




(1) CROSSWALK SYTEM CONTROLLER

(1) SOLAR PANEL SYSTEM

FRANKLIN ROAD

ELECTRICAL NOTES:

1. CONTRACTOR IS TO FURNISH AND INSTALL ALL CONDUITS, CONDUCTORS,

FOOTINGS, PULLBOXES, MOUNTING BRACKETS, ETC. NECESSARY FOR

INSTALLATION OF PEDESTRIAN WARNING SYSTEM.

2. CONTRACTOR IS TO FURNISH AND INSTALL ANY EQUIPMENT NEEDED FOR THE

OPERATION AND INSTALLATION OF THE SIGNAL POLES.

3. CONTRACTOR IS TO INSTALL PULLBOXES PER YC STD E4

4. CONTRACTOR IS TO INSTALL RECTANGULAR RAPID FLASHING BEACONS PER

MANUFACTURERS INSTRUCTIONS AND TO CONFORM WITH CA MUTCD

5. SEE SIGNAL POLE LAYOUT DETAILS FOR POLE FOOTING DIMENSIONS AND

INSTALLATION

6. CONTRACTOR IS TO RELOCATED CONFLICTING IRRIGATION AND REPLANT ANY

DISTURBED/REMOVED LANDSCAPING (IRRIGATION CONFLICTS EXPECTED IN

LANDSCAPE AREA WITH PROPOSED POLE INSTALLATION)

7. CONTRACTOR IS TO USE EXISTING CONDUIT AND PROPOSED CONDUIT TO

ROUTE POWER FROM POWER SUPPLY CABINET TO CONTROLLER BOX

8. CONTRACTOR IS TO PROVIDE MATERIAL SUBMITTALS FOR REVIEW PRIOR TO

INSTALLATION.



(2) PEDESTRIAN SIGN S1-1

(2) ARROW SIGN, W66B




COBBLE MEDIAN

SEE DETAIL A

[24] SF

MINOR CONCRETE,

6" CURB

SEE DETAIL A

[25] LF

MINOR CONCRETE, 6" CURB

DET ST5 [44] LF

SEE DETAIL A

COBBLE MEDIAN

SEE DETAIL A [110] SF

12"x12" CONC PAD

(1) Q-MARKER

12"x12" CONC PAD

(1) Q-MARKER

R5

SIGNAL POLE LAYOUT

CA MUTCD SIGN

W11-2 36"

RRFB

CA MUTCD SIGN

W16-7P(R/L)

PUSH BUTTON

PLACE SIGN BELOW BUTTON

40"

7.0'

14'-15' GALVANIZED TYPE 1-B POLE

SOLAR PANEL AND SYTEM CONTROLLERS

31+00.00

32+00.00

33+00.00

30+50.00

31+50.00

32+50.00

EXISTING D.I.

PROTECT IN PLACE

EXISTING D.I.

PROTECT IN PLACE

HE

AT

HE

RIN

GT

ON

CIR

CL

E

FRANKLIN ROAD

HE

AT

HE

RIN

GT

ON

CIR

CL

E

22+00.00 23+00.00 24+00.00 25+00.00 26+00.00 27+00.0021+50.00 22+50.00 23+50.00 24+50.00 25+50.00 26+50.00 27+50.00

CONFORM, AGGREGATE

DRIVEWAY [108 SF]

(E) OVERHANG SIGN

PROTECT IN PLACE

FRANKLIN ROAD

DEMOLISH EXISTING SIDEWALK,

CURB, & GUTTER [310 SF]

CONCRETE DRIVEWAY

DETAIL ST10 [300 SF]

CONCRETE DRIVEWAY


CONCRETE DRIVEWAY

DETAIL ST-10 [172 SF]

CONCRETE DRIVEWAY

DETAIL ST-10 [477 SF]

CONFORM, AGGREGATE

DRIVEWAY [486 SF]

CONFORM, ASPHALT

DRIVEWAY [225 SF]

CONFORM, AGGREGATE

DRIVEWAY [466 SF]

(E) POWER POLE

PROTECT IN PLACE

(E) POWER POLE

PROTECT IN PLACE

(E) POWER POLE

PROTECT IN PLACE

(E) POWER POLE

PROTECT IN PLACE

BR

IS

TO

L W

AY

(E) POWER POLE

PROTECT IN PLACE

DEMOLISH EXISTING SIDEWALK,

CURB, & GUTTER [64 SF]

F

L

53.8

F

L

MATCH EXISTING

53.1

F

HIGH POINT

L

54.2

F

L

53.5

CONCRETE DRIVEWAY, HEAVY DUTY


6" BARRIER CURB & GUTTER

DET ST4 [575 LF]

5' SIDEWALK

DET ST8 [300 SF]

5' SIDEWALK

DET ST8 [500 SF]

5' SIDEWALK

DET ST8 [560 SF]

5' SIDEWALK

DET ST8 [35 SF]

5' SIDEWALK

DET ST8 [75 SF]

(E) HP 6" GAS MAIN

(E) UT ELEC

(E) STL GM

(E) 6" W

(E) 6" W

(E) WS

(E) UT ELEC SERVICE

(E) GS

(E) SD

(E) 48" CIPP SD

(E) 3/4" GS

(E

) 3/4" G

S

(E

) U

T E

LE

C

(E) UT

ELEC

SERVICE

(E) 3/4" PL GS

ROADWAY EXCAVATION/

BACKFILL SECTION

32+00.00 33+00.00 34+00.00 35+00.00 36+00.0032+50.00 33+50.00 34+50.00 35+50.00 36+50.00

CONCRETE DRIVEWAY


5' SIDEWALK

DET ST8 [455 SF]

CONFORM, ASPHALT

DRIVEWAY [80 SF]

WA

LT

ON

A

VE

FRANKLIN ROAD

NTS

4.5'

INSTALL 14" CLASS 2 AB,

COMPACTED TO 95%

0.5' AC (UPPER 0.2' TO BE

3

4

" MIX) OVER 14" CLASS 2 AB

INSTALL 6" BARRIER CURB &

GUTTER, PER DETAIL 4

INSTALL 5' SIDEWALK, PER

DET ST8

HE

AT

HE

RIN

GT

ON

CIR

CL

E

SAWCUT EX AC

16+00.00 17+00.00 18+00.00 19+00.00 20+00.00 21+00.0015+50.00 16+50.00 17+50.00 18+50.00 19+50.00 20+50.00

DET 32

DET 32

DET 39

DET 39A

DET 39

DET 32

DET 32

DET 39A

DET 32

DET 32

DET 39

DET 39

DET 32

DET 32

DET 39A

MA

TC

HIN

G LIN

E S

TA

15+

35

DET 39DET 39

DET 39

LAYOUT PER CITY STANDARD ST 18

NOTES:

1. PLACE CONTRACT QUANTITIES OF THERMOPLASTIC

STRIPING AND MARKINGS PER CONTRACT SPECIFICATIONS.

QUANTITIES (STA 10+50 to STA 15+35):

DET 22 128 LF

DET 32 293 LF

DET 38 80 LF

DET 39 647 LF

DET 39A 200 LF

CROSS/STOP BAR 410 LF

STOP SYMBOL 4 EA

BIKE LANE SYM. W/PER. 2 EA

BIKE LANE ARROW 2 EA

TYPE IV (L) ARROW 1 EA


DET 32 517 LF

DET 39 786 LF

DET 39A 300 LF

CROSS/STOP BAR 106 LF

STOP SYMBOL 1 EA

BIKE LANE SYM. W/PER 1 EA


RESTRIPE EXISTING STOP SYMBOL

INSTALL BIKE LANE SYMBOL

INSTALL BIKE LANE

ARROW

INSTALL BIKE LANE SYMBOL

INSTALL BIKE LANE ARROW

RESTRIPE TYPE IV (L) ARROW

INSTALL BIKE

LANE SYMBOL

INSTALL BIKE LANE

ARROW

INSTALL BIKE LANE

ARROW

INSTALL BIKE LANE

SYMBOL W/ PERSON

21+00.00

22+00.00

23+00.00

24+00.00

25+00.00

26+00.00

27+00.00

28+00.00

29+00.00

21+50.00

22+50.00

23+50.00

24+50.00

25+50.00

26+50.00

27+50.00

28+50.00

29+50.00DET 39

DET 32

DET 32

DET 32

DET 32

DET 39A

DET 39

DET 39

DET 39

DET 32

DET 32

DET 39A

DET 22

DET 39

DET 39

DET 38

MA

TC

HIN

G L

IN

E S

TA

2

9 +

5

5

29+00.00

30+00.00

31+00.00

32+00.00

33+00.00

34+00.00

35+00.00

36+00.00

36+83.72

EP

: 36+

83.72

28+50.00

29+50.00

30+50.00

31+50.00

32+50.00

33+50.00

34+50.00

35+50.00

36+50.00

DET 39

DET 32

DET 32

DET 39A

DET 22

DET 39

DET 39

DET 38

DET 32

DET 32

DET 32

DET 38

DET 9

DET 27C

DET 22

DET 38A

DET 39

MA

TC

HIN

G L

IN

E S

TA

2

9 +

5

5

DET 22

DE

T 2

7B

DE

T 3

8A DET 9

INSTALL BIKE LANE

ARROW

INSTALL BIKE LANE

SYMBOL W/ PERSON

INSTALL BIKE LANE

ARROW

INSTALL BIKE LANE

SYMBOL W/ PERSON

NOTES:

1. PLACE CONTRACT QUANTITIES OF THERMOPLASTIC

STRIPING AND MARKINGS PER CONTRACT SPECIFICATIONS.

QUANTITIES (STA 21 +02 to STA 29 +55):

DET 32 705 LF

DET 39 1443 LF

DET 39A 100 LF

CROSS/STOP BAR XXX LF

CROSSWALK 12" (YELLOW) XXX LF

CROSSWALK 24" (YELLOW) XXX LF

STOP SYMBOL 3 EA

BIKE LANE SYM. W/PER. 2 EA



DET 22 XXX LF

DET 27B XXX LF

DET 27C XXX LF

DET 32 XXX LF

DET 38A XXX LF

DET 39 XXX LF

CROSS/STOP BAR XXX LF

BIKE LANE SYM. W/ PER. XXX EA

BIKE LANE ARROW XXX EA

TYPE I ARROW XXX EA

TYPE IV (L) ARROW XXX EA

TYPE VI ARROW XXX EA

TYPE VII (R) ARROW XXX EA

INSTALL BIKE LANE

ARROW

INSTALL BIKE LANE

SYMBOL W/ PERSON

INSTALL BIKE LANE

ARROW

INSTALL BIKE LANE

SYMBOL W/ PERSON

REMOVE CONFLICTING

STRIPES

Documents

Project Plans for FRANKLIN RD. IMPROVEMENTS