B St.
C St.
E St.
F St.
G St.
H St.
I St.
D St.
J St.
Pine St.
Lemon St.
Maple St.
Orange St.
Willow St.
High St.
Oak St.
Elm St.
Chestnut St.
3rd St.
4th St.
5th St.
6th St.
7th St.
8th St.
9th St.
10th St.
11th St.
12th St.
13th St.
14th St.
15th St.
I St.
J St.
17th St.
16th St.
18th St.
Ellis Lake Dr.
Ellis Lake Ct.
C St.
Feather side Way
Bizz Johnson Dr.
E 10th St.
E 11th St.
E12th St.
E 13th St.
E 14th St.
E 15th St.
E 16th St.
E 17th St.
E 18th St.
Chestnut St.
Covillaud St.
Buchanan St.
Sampson St.
Swezy St.
Yuba St.
Ramirez St.
Freeman St.
Divver St.
Blue St.
Rubel St.
Walnut St.
Sicard St.
East Lake Ct.
Rideout Way
E. 22nd St.
E 19th St.
E. 21st St.
Greeley Dr.
Booth Ave.
Boulton Way
Greeley Dr.
Boulton Way
Ahern St.
Gross Ave.
Johnson Ave.
E. 24th St.
Triplett Way
E. 25th St.
Covillaud Pl.
E. 26th St.
Johnson Ave.
Toddwick Ave.
Jilla Way
Rebbeca Way
24th St.
Bubb St.
Cumiskey St.
Edwards St.
Huston St.
Del Pero St.
Foust St.
Gloria St.
Del Pero St.
Hall St.
Jacobs St.
Harris St.
Gengler St.
Huston St.
Bottler Dr.
Aldridge Dr.
Edwards St.
Bryden Way
Sperbeck Way
Cumiskey St.
Harris St.
Glen St.
Hansen St.
Cheim Blvd.
Elm St.
Kathryn Ct.
Hall Ct. Jean Ct.
Jacobs Pl.
Keifer St.
Arthur St.
E. 22nd St.
Val Dr.
Chelle Ave.
Val Dr.
Gavin Dr.
Nadene Dr.
Olson Ct.
Hobart Dr.
Nadene Dr.
Johnson Ave.
E 19th St.
Rideout Way
Glen St.
E St.
F St.
G St.
D St.
B St.
Jean Dr.
H St.
Hospital
Post Office
County
City Hall
Courthouse
/ Police
Library
Public Pool
Mary Aaron Museum
Covillaud Elementary School
Kynoch Elementary School
McKenney
Intermediate School
Marysville High School Marysville High School
Chamber of Commerce
JV FACILITY
County Offices
Nature AreaLion's
Grove
Toe of Levee
Marysville Cemetery
Catholic Cemetery
Public Works Center
Simpson Ln.
70 20
Veterans Memorial Park
Washington Square
Park
Motor Park
Stephen Field Park
Yuba Park
Triplett Park
Jack Gavin Park
Basin Park
Miner Park
Bryant Field
Ellis Lake
East Lake Park
20 County Offices
20 70
LOCATION MAP
NOT TO SCALE
MHM INCORPORATED OR THE CITY OF MARYSVILLE SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ELECTRONIC COPIES OF THIS PLAN SHEET.
APPROVED ON________________BY CITY OF MARYSVILLE COUNCIL DATE:
NICOLE MOE
CITY CLERKCITY OF MARYSVILLE
DESIGNED BY:
JOHN MALLEN, P.E., P.L.S.
CITY ENGINEER CONSULTANT
MHM INCORPORATED
RCE 62315 EXP 09-30-23
APPROVED BY: DATE:
VINCENZO CORAZZA
PUBLIC WORKS DIRECTOR
CITY OF MARYSVILLE
TITLE SHEET & LOCATION MAP
T-1
1 UNDERGROUND SERVICE ALERT
U
S
A
THE CONTRACTOR SHALL NOTIFY ALL UTILITY
COMPANIES TWO (2) WORKING DAYS PRIOR
TO GRADING OR DIGGING
CALL BEFORE YOU DIG
48 HOURS
CALL "USA" TOLL FREE
811 OR 1-800-227-2600
N
O
R
T
H
ELEVATIONS ORIGINATE FROM NGS SURVEY CONTROL POINT KS0935 "M 743" (N 2161517.45, E 6684585.94) A USED BM DISK, WITH AN NGS PUBLISH NAVD(1988) ELEVATION OF 61.63 AND A PROJECT PLAN NGVD (1929) ELEVATION OF 59.30.
VERTICAL CONTROL INFORMATION
MHM INCORPORATED (ATTN JOHN MALLEN)
1204 E STREET, P.O. BOX B
MARYSVILLE, CALIFORNIA 95901PHONE: (530) 742-6485FAX: (530) 742-5639
CITY OF MARYSVILLE
PUBLIC WORKS DEPARTMENT
526 C STREET
MARYSVILLE, CA 95901
PHONE: (530) 749-3902FAX: (530) 749-3991
PROJECT CONSULTANTS:
2. PROJECT SURVEYOR:1. PROJECT ENGINEER:
MHM INCORPORATED (ATTN ROGER HANLIN)
1204 E STREET, P.O. BOX B
MARYSVILLE, CALIFORNIA 95901PHONE: (530) 742-6485FAX: (530) 742-5639
PROJECT LOCATION MAP
CITY OF MARYSVILLE
PLANS FOR
2023 MEASURE C/SB-1 PAVEMENT PROJECT
CITY CONTRACT NO. 23-01
NO.DRAWING
T-1T-2
L-1L-2L-3L-4L-5L-6L-7L-8L-9L-10D-1
DRAWING TITLE
1 23
4 56
7 89
10111213
IND(E) OF SHEETS
NO.SHEET
TITLE SHEET & LOCATION MAP
STANDARD NOTES SHEET
BASE BID SCHEDULE A: 22ND STREET LAYOUT SHEET 1
ADD ALT BID 1: 22ND STREET LAYOUT SHEET 2
BASE BID SCHEDULE B: CHEIM BLVD LAYOUT SHEETBASE BID SCHEDULE C: DEL PERO STREET LAYOUT SHEETBASE BID SCHEDULE D: 19TH STREET LAYOUT SHEETBASE BID SCHEDULE E & ADD ALT BID 2: 14TH STREET LAYOUT SHEETBASE BID SCHEDULE F: JOHNSON DR LAYOUT SHEETBASE BID SCHEDULE G & ADD ALT 4 : NADINE DR / OLSON CT LAYOUT SHEET ADD ALT BID 3: A STREET LAYOUT SHEETADD ALT BID 5: GLEN ST LAYOUT SHEET
SPECIALTY DETAIL SHEET
THE BEARINGS SHOWN HEREON ARE BASED UPON CALIFORNIA COORDINATESZONE 2, NAD 83 DATUM (EPOCH 2007) AND ORIGINATE FROM NGS SURVEY CONTROL POINTS DH6487 "ALGONDON" (N 2135857.81, E 6690073.76) A 3/4 INCH
ALUMINUM ALLOY ROD LOCATED ON THE SOUTH SIDE OF PLUMAS ARBOGA ROAD WEST OF THE HIGHWAY 70 OVER CROSSING AND CONTROL POINT KS0935 "M 743" (N 2161517.45, E 6684585.94) A USED BM DISK LOCATED ON THE
CONCRETE RAMP ADJACENT TO THE NORTH WEST CORNER OF THE FLIGHT
SERVICE STATION BUILDING AT YUBA COUNTY AIRPORT, SET FLUSH WITH CONCRETE RAMP.
HORIZONTAL CONTROL INFORMATION
OF SHEETS
SHEET
CITY of MARYSVILLE
DRAWING No.
CHECKED BY:
DRAWN BY:DESIGN BY:
DATE OF PLANS:
13 LAE
06/23/2023
LAEJSM 23-127
2023 RESURFACING PROJECT
1204 ESTREET
MARYSVILLE,
CA 95901(530) 742-6485
APPROVED:
CITY OF MARYSVILLE
SURVEY CONTROL TABLE
PT. # NORTHING EASTING ELEVATION DESCRIPTION
1 2161516.46 6684586.79 61.58 YC-TOWER
2 2161962.15 6683879.62 61.26 ARP-1964
3 2173621.05 6674279.23 61.82 K1435
OWNER:
UTILITY REPRESENTATIVES
UTILITY AGENCY CONTACT PHONE NUMBER
(800) 227-2600(530) 749-3902(530) 749-3902(530) 741-6911(530) 624-2505(916) 505-7308(661) 637-9807(925) 519-2810 KYLE HEGGSTROM (530) 741-1553LUCAS HUEZOBRENT DRAWVERLEE NIETO
TEMOC ALVAREZ
MARY JONESPUBLIC WORKSPUBLIC WORKS
MARYSVILLE FIRE
PACIFIC GAS & ELECTRICPACIFIC GAS & ELECTRIC
AT&T
COMCASTCALIFORNIA WATER SERVICECITY OF MARSVILLECITY OF MARSVILLE
UNDERGROUND SERVICE ALERT
FIRE PROTECTION
GAS
ELECTRICITY
TELEPHONE
CABLE TELEVSION
WATER
SEWERSTORM DRAINAGE
DATE:
400'
0 800' 2400'
1/2"
0 1" 3"
SCALE: 1"=800'
SCH E ADD ALT 2
SCH D
SCH A
ADD ALT 1
BID B
ADD ALT 5
SCH C
SCH F
SCH G
ADD ALT 3
ADD
ALT 4
06-23-23
STANDARD NOTES SHEET
T-2
2 OF SHEETS
SHEET
CITY of MARYSVILLE
DRAWING No.
CHECKED BY:
DRAWN BY:DESIGN BY:
DATE OF PLANS:
13 LAE
06/23/2023
LAEJSM 23-127
2023 RESURFACING PROJECT
1204 ESTREET
MARYSVILLE,
CA 95901(530) 742-6485
APPROVED:
CITY OF MARYSVILLE
ABBREVIATIONS, SYMBOLS, & NOTES
MAXIMUMMAIL BOXMANUFACTURERMANHOLEMINIMUMMISCELLANEOUSMECHANICAL JOINTMECHANICAL JOINT - LARGE END BELLMETERNEW or NEUTRAL (GROUNDED
CONDUCTOR)
NORTHNOT IN CONTRACTNUMBERNAIL AND SHINERNOT TO SCALE
ON CENTEROUTSIDE DIAMETEROVERHEAD UTILITYOCCUPATIONAL SAFETY & HEALTH
ADMINISTRATION
PULLBOXPOINT OF CURVATUREPLAIN ENDPEDESTRIANPOINT OF INTERSECTIONPROPERTY LINEPAVEMENT MARKERSPOWER POLEPROPOSEDPOINT OF TANGENCYPUBLIC UTILITY EASEMENTPOINT OF VERTICAL INTERSECTIONPAVEMENT
QUANTITY
RADIUSREINFORCED CONCRETE PIPEROADRESIDENTIAL DRIVEWAYRESTRAINED JOINTREMOVE & REPLACERIGHTRIGHT OF WAY
SOUTH OR SLOPESTORM DRAINSTORM DRAIN MANHOLESQUARE FEETSHEETSTREET NAME SIGNSQUARESANITARY SEWERSANITARY SEWER MANHOLESANITARY SEWER CLEANOUTSTATIONSTANDARDSIDEWALK
TOP BACK OF CURBTOP BACK OF SIDEWALKTELPHONETOP OF GRATETRENCH RESTORATIONTYPICAL
UNDERGROUND
VITRIFIED CLAY PIPEVEHICLEVERTICALVERTICAL POINT OF INTERSECTION
WESTWATER METERWATER SERVICEWATERWELDED WIRE FABRICWALKWAYTRANSFORMER
CROSS GUTTERCROSSINGCROSS SECTION
MAXMBMFRMHMINMISCMJMJ-LEBMTR
(N)
NNICNON&SNTS
OCODOEOSHA
PBPCPEPEDPIPLPMPPPROPPTPUEPVIPVMT
QTY
RRCPRDRD/WRJR&RRTR/W
SSDSDMHSFSHTSNSSQSSSSMHSSCOSTASTDSWK
TBCTBWTELTGTRTYP
UG
VCPVEHVERTVPIWWMWSWTRWWFW/WXFMRXGUTTERXINGXSECT
PERCENT
AGGREGATE BASEASPHALT CONCRETEASBESTOS CEMENT PIPEALTERNATEASSESSORS PARCEL NUMBERAIR RELIEF VALVEAVENUE BEGIN HORIZONTAL CURVE or BOLT CIRCLEBLIND FLANGEBACK FLOW PREVENTERBUTTERFLY VALVEBENCH MARKBLOW OFFBEGIN PIPELINEBACK OF SIDEWALKBEGIN VERTICAL CURVE
CONDUITCOMBINATION AIR VALVECATCH BASINCONCRETE CYLINDER PIPECONTROLLED DENSITY FILLCOMMERCIAL DRIVEWAYCUBIC FEETCURB & GUTTERCAST IRONCAST IN PLACE CONCRETE PIPECENTERLINECEMENT LINED & COATED STEEL PIPECORRUGATED METAL PIPECHANGEABLE MESSAGE SIGNCLEANOUTCOMMUNICATIONCONCRETECORRIGATED STEEL PIPECEMENT TREATED BASECABLE TELVISION
DEAD END WATER MAINDETAILDROP INLETDIAMETERDUCTILE IRON PIPELOOP DETECTOR LEAD-IN CABLEDRAWINGDRIVEWAY EASTEACHEND HORIZONTAL CURVEEXISTING GRADEELECTRICELEVATIONELBOWEDGE OF PAVEMENT OR END PIPELINEEND VERTICAL CURVEEXISTINGFACE OF CURBFLANGED COUPLING ADAPTERFLANGED ENDFINISHED GRADEFIRE HYDRANTFLOW LINEFORCE MAINFIBER OPTICFOOT or FEETFOOTING
GASGALVANIZEDGRADE BREAKGALVANIZED IRON PIPEGAS MAINGAS SERVICEGATE VALVE
HIGH DENSITY POLYETHELYNEHORIZONTALINSIDE DIAMETERINVERTIRRIGATION
LENGTHLINEAR FEETLIP OF CURB & GUTTERLEFT
%
ABACACPALTAPNARVAVE
BCBFBFPBFVBMBOBPBSWBVC
CCAVCBCCPCDFCD/WCFC&GCICIPCPCL OR CCLSCCMPCMSCOCOMMCONCCSPCTBCTV DEWMDETDIDIADIPDLCDWGD/WEEAECEGELECEL or ELEVELBEPEVC
(E) or
EXISTFCFCAFEFGFHFLFMFOFTFTG
GGALVGBGIPGM or GASGSGV
HDPEHORIZ
IDINVIRR
LLFLIPLT
L
ABBREVIATIONS
1. ALL WORK EMBODIED ON THESE PLANS SHALL BE DONE IN CONFORMITY WITH THE APPLICABLE PROVISIONS OF THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF LOCAL STREETS AND ROADS, STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION DATED 2022.
2. PER SECTION 4215 OF THE CALIFORNIA GOVERNMENT CODE THE LOCATION OF EXISTING SERVICE LATERALS IF SHOWN ON THESE PLANS IS APPROXIMATE ONLY AND THE CITY OF MARYSVILLE IN NO CASE GUARANTEES EITHER THE ACCURACY OR THE COMPLETENESS OF THE LOCATIONS INDICATED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATIONS OF ALL SERVICES AND TO CONDUCT HIS OPERATIONS SO THAT THEY ARE NOT DAMAGED.
3. CONTRACTOR IS TO VIDEO OR PHOTOGRAPH JOB SITE 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 TOORIGINAL OR BETTER CONDITION.
4. SOIL IN MARYSVILLE IS GENERALLY CLAYEY SAND, CLAYEY SILT, SILTY SAND, SAND, ETC. THE CITY OF MARYSVILLE 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.
5. CONTRACTOR SHALL PROVIDE THE USA TICKET NUMBER FOR THIS PROJECT TO THE CITY PRIOR TO COMMENCING ANY EXCAVATIONS.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ANY TRAFFIC MARKERS AND/OR MARKINGS DAMAGED OR REMOVED DURING CONSTRUCTION. TEMPORARY MARKERS SHALL BE USED DURING CONSTRUCTION.
7. THE CONTRACTOR SHALL TAKE CARE TO AVOID OVERHEAD ELECTRICAL AND COMMUNICATION LINES AND SERVICES WHEN PERFORMING THE WORK.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL SURVEY MONUMENTS WITHIN THE PROJECT LIMITS AND ADJUSTING MONUMENT WELLS TO GRADE IN AREAS RECEIVING OVERLAYS. IN THE EVENT A MONUMENT IS GOING TO BE DISTURBED THE CONTRACTOR IS TO OBTAIN AUTHORIZATION FROM THE CITY PRIOR TO DISTURBANCE.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL MANHOLE COVERS AND VALVE COVERS TO GRADE IN PROJECT AREA.
10. THE CONTRACTOR SHALL POSSESS A CLASS "A" LICENSE, AND/OR ANY OTHER LICENSE(S) REQUIRED BY THE STATE OF CALIFORNIA.11. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF MARYSVILLE PRIOR TO THE START OF WORK. FEES WILL BE WAIVED.12. CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES PRIOR TO REMOVING THE EXISTING ROAD TO ENSURE NO GRADE CONFLICTS. DAMAGED UTILITIES SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR, AT THE CONTRACTOR'S EXPENSE.
13. CONTRACTOR IS TO PROVIDE AND IMPLEMENT AN APPROVED TRAFFIC CONTROL PLAN PRIOR TO THE START OF WORK.14. THE VERTICAL PROFILE SHOWN ON THESE PLANS IS INTENDED TO PROVIDE 1 FOOT SEPARATION BETWEEN THE PROPOSED WATERLINE AND EXISTING UTILITY CROSSINGS.
CONTRACTOR SHALL UTILIZE ANGLED FITTINGS, BEVELED JOINTS, AND JOINT DEFLECTIONS TO MAINTAIN THIS SEPARATION AND GENERALLY PROVIDE 4 FEET OF COVER OVER THE PIPE.
15. ANY EXCESS MATERIALS SHALL BE CONSIDERED THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE JOB SITE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE, AND FEDERAL REGULATIONS.
16. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROLLING NOISE, ODOR, DUST, AND DEBRIS TO MINIMIZE IMPACTS ON SURROUNDING PROPERTIES AND ROADWAYS. THE CONTRACTOR SHALL ENSURE THAT ALL CONSTRUCTION EQUIPMENT IS EQUIPPED WITH MANUFACTURER APPROVED MUFFLER BAFFLES. FAILURE TO DO SO MAY RESULT IN THE ISSUANCE OF AN ORDER TO STOP WORK.
17. IF ANY HAZARDOUS WASTE IS ENCOUNTERED DURING THE CONSTRUCTION ON THIS PROJECT, ALL WORK SHALL BE IMMEDIATELY STOPPED AND THE CITY INSPECTOR SHALL BE NOTIFIED IMMEDIATELY. WORK SHALL NOT PROCEED UNTIL CLEARANCE HAS BEEN ISSUED.
18. THE CONTRACTOR SHALL BE REQUIRED TO MAINTAIN TRAFFIC FLOW ON AFFECTED ROADWAYS DURING NON-WORKING HOURS, AND MINIMIZE TRAFFIC IMPACTS DURING CONSTRUCTION. THE CONTRACTOR SHALL BE REQUIRED TO FOLLOW TRAFFIC SAFETY MEASURES IN ACCORDANCE WITH THE CALTRANS "MANUAL OF TRAFFIC SAFETY CONTROLS FOR CONSTRUCTION AND MAINTENANCE ZONES." CITY OF MARYSVILLE EMERGENCY SERVICE PROVIDERS SHALL BE NOTIFIED, AT LEAST TWO WORKING DAYS IN ADVANCE (530) 822-4661, OF PROPOSED CONSTRUCTION SCHEDULED BY THE CONTRACTOR. COORDINATE NOTIFICATION WITH CITY INSPECTOR.
19. SOIL SHALL NOT BE TREATED WITH LIME OR OTHER CEMENTITIOUS MATERIAL WITHOUT PRIOR WRITTEN PERMISSION BY THE PUBLIC WORKS DEPARTMENT.
20. ALL MATERIALS THAT WILL BE IN CONTACT WITH POTABLE WATER ARE TO BE LEAD FREE AND CONFORM WITH ANSI/NSF STANDARD 61 (INDIRECT ADDITIVES).21. CONTRACTOR SHALL FOLLOW THE PG&E UTILITY WORK PROCEDURES WHEN WORKING NEAR A PG&E FACILITY, INCLUDING; WP4412-04: FIELD MEETS AND STANDBY- DAMAGE PREVENTION, TD-4412P-03 : DETERMINING WHEN A FIELD MEET AND/OR STANDBY IS REQUIRED, TD-44112P-05: EXCAVATING PROCEDURES FOR DAMAGE PREVENTION, AND TD-4412P-05 ATTACHMENT 1 :PROSPECTING AROUND PACIFIC GAS AND ELECTRIC COMPANY OWNED FACILITIES.
22. ALL GRADING OPERATIONS ON THE PROJECT SHALL BE SUSPENDED AS DIRECTED BY THE AIR QUALITY MANAGEMENT DISTRICT WHEN WINDS EXCEED 20 MILES PER HOUR.23. TO HELP CONTAIN FUGITIVE DUST, CONSTRUCTION SITES SHALL BE WATERED DOWN DURING THE CONSTRUCTION PHASE OF THE PROJECT OR AS DIRECTED BY THE ENGINEER.
WATER CONSERVATION IS A CONCERN.
24. IF GRADING IS TO TAKE PLACE BETWEEN OCTOBER 15 AND APRIL 15, BOTH TEMPORARY AND PERMANENT EROSION CONTROL MEASURES, CONFORMING TO THE PROJECT EROSION CONTROL PLANS. EROSION CONTROL MEASURES SHALL BE MONITORED AND MAINTAINED CONTINUOUSLY THROUGHOUT THE STORM SEASON.
25. ANY CURB, GUTTER OR SIDEWALK WHICH IS DAMAGED BEFORE OR DURING CONSTRUCTION, SHALL BE REPLACED26. CONSTRUCTION SIGNS SHALL BE INSTALLED/ERECTED PER CALTRANS STANDARDS AND DETAILS. THE SIGNS SHALL BE MAINTAINED THROUGHOUT THE PROJECT DURATION.27. SHOULD ARTIFACTS OR UNUSUAL AMOUNTS OF BONE OR SHELL BE UNCOVERED DURING DEMOLITION OR CONSTRUCTION ACTIVITY, ALL WORK SHALL BE STOPPED AND A QUALIFIED ARCHEOLOGIST SHALL BE CONTACTED FOR ON-SITE CONSULTATION. IF THE BONE APPEARS TO BE HUMAN, CALIFORNIA LAW MANDATES THAT THE YUBA COUNTYCORONER AND NATIVE AMERICAN HERITAGE COMMISSION BE CONTACTED.
28. THE CONTRACTOR SHALL MAINTAIN RECORD DRAWINGS OF THE IMPROVEMENTS AND KEEP THEM ON SITE AT ALL TIMES. WHEN THE PROJECT IS COMPLETE THE CONTRACTOR SHALL DELIVER A MARKED SET OF PLANS TO THE ENGINEER OF RECORD.
29. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL QUALITY CONTROL ASSOCIATED WITH THE PROJECT. THE QUALITY CONTROL SHALL INCLUDE, BUT IS NOT LIMITED TO, THE FOLLOWING: SURVEY WORK, POT HOLING EXISTING UTILITIES, ALL GEOTECHNICAL TESTING, SOIL REPORTS, CONCRETE TESTING, ASPHALT TESTING, AND ANY OTHER REQUIRED SPECIAL TESTING/INSPECTIONS. THE CITY WILL ONLY PERFORM NECESSARY TESTING TO INSURE COMPLIANCE.
30. THE CONTRACTOR SHALL KEEP THE TRAVELED WAY AND ADJOINING PUBLIC STREETS FREE AND CLEAN OF PROJECT DIRT, MUD, MATERIALS, AND DEBRIS DURING THE CONSTRUCTION PERIOD, AND/OR AS FOUND NECESSARY BY THE CITY. THE CONTRACTOR SHALL PROVIDE TEMPORARY FENCING DURING CONSTRUCTION AS NEEDED TO CONTROL
TRANSPORT OF CONSTRUCTION DEBRIS
31. STORAGE OF CONSTRUCTION MATERIAL IS NOT ALLOWED IN THE TRAVEL WAYS.32. THE CONTRACTOR'S SUPERINTENDENT/REPRESENTATIVE SHALL BE ON-SITE WHEN CONTRACTOR IS WORKING AND BE AVAILABLE TO THE CITY'S CONSTRUCTION INSPECTOR ASSIGNED TO THE PROJECT.
33. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) THROUGH THE USE OF BEST MANAGEMENT PRACTICES (BMP). THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE SWPPP. THE SWPPP SHALL CONFORM TO THE PROVISIONS IN SECTION 13, "WATER POLLUTION," OF THE CALTRANS STANDARD SPECIFICATIONS, DATED 2015, THE REQUIREMENTS IN THE MANUALS, AND THE REQUIREMENT OF THE PERMITS.
34. THE CONTRACTOR SHALL PLAN ON ALL WORK INVOLVING TRAFFIC CONTROL AND STAGED CONSTRUCTION OF THE PROJECT TO OCCUR DURING THE HOURS OF 9 AM AND 3PM. 35. THE CONTRACTOR SHALL PROVIDE ACCESS TO MAILBOXES SHALL BE MAINTAINED AT ALL TIMES.
GENERAL NOTES
(E) SEWER MANHOLE ADJUST TO GRADE
(E) SEWER MANHOLE
ADJUST TO GRADE
(E) WATER VALVE
(E) WATER VALVE
(E) CENTERLINE MONUMENT
ADJUST TO GRADE
(E) ELECTRICAL BOX
(E) LIGHTPOLE (E) LIGHTPOLE
(E) ELECTRICAL BOX
(E) WATER VALVE
ADJUST TO GRADE
(E) POWERPOLE
(E) FIRE HYDRANT
(E) WATER BOX (E) DRAIN INLET
(E) FIRE HYDRANT
(P) MEDIAN
ISLAND
(P) MEDIAN
ISLAND
(P) MEDIAN
ISLAND
(P) MEDIAN
ISLAND
(E) MEDIAN
ISLANDS (REMOVE)
28+22
27+00
28+00
153+00 154+00 155+00 156+00 157+00 158+00
(P) MINI ROUNDABOUT
DRIVE LANE
70.91'
69.53'
70.80'
70.68'
70.35'
70.06'
71.10'
69.57'
70.11'
70.62'
70.56'
69.97' 69.77'
69.86'
69.67' 68.90'
68.93' 68.97' 69.00'
69.96' 70.12' 69.98'
68.96' 68.99'
68.96' 69.48'
69.54'
69.44'
68.97'
68.24'
69.48' 69.56'
69.48'
68.40' 68.10'
69.10'
67.78' 67.97'
68.72'
68.81'
68.66'
67.57' 67.78'
68.38'
68.50'
67.17' 67.55'
68.04'
68.05'
67.20'
67.94'
67.02'
67.76'
67.02'
67.35'
68.30'
67.34'
68.13'
68.63'
68.62'
69.13'
W6-2 SIGN
OM1-1
W6-2 SIGN
OM1-1
W6-2 SIGN
OM1-1
(E) MEDIAN
ISLANDS (REMOVE)
10' LANE 8' PARKING
3' STRIPED
BUFFER
5' BIKE LANE
3' STRIPED
BUFFER
8' PARKING 10' LANE
3' STRIPED
BUFFER
5' BIKE LANE
3' STRIPED
BUFFER
57.8' - 67' ±
CL
PULVERIZE EXISTING AC SECTION (12" ±)
CEMENT TREAT, GRADE, & COMPACT
4" ASPHALT CONCRETE
TYPICAL CROSS SECTION
NOT TO SCALE
NEW MEDIAN CURB
(E) BARRIER CURB AND GUTTER (E) BARRIER CURB AND GUTTER 2% MIN - 4% MAX SLOPE TO CROWN 2% MIN - 4% MAX SLOPE TO CROWN CONCRETED 6" COBBLE REMOVE (E) MEDIAN
9' ISLAND
5' WALKWAY
WALKWAY 4' MIN
7' RAMP
8.33% MAX
5'
TRANSITION
5' MIN
FLAT
5' MIN
FLAT
5'
TRANSITION
7' RAMP
MAX 8.33%
8.33% MAX
8.33% MAX
8.33% MAX
8.33% MAX
(E) DRAIN INLET
CONCRETE CURB
SINGLE RAMP
NOT TO SCALE
DOUBLE RAMP D1 D2 NOT TO SCALE
AWAY FROM CENTER SLOPE TO DRAIN OF BARRIER CURB TYPE CASE C SEE DETAIL A88A
TYPE CASE C @ DI
SEE DETAIL A88A
COMMERCIAL DRIVEWAY D4 NOT TO SCALE
DW
DW
DRIVEWAY
2% MAX 2% MAX
2% MAX
DRIVEWAY
SECTION DW - DW
MATCH EXISTING
TRANSITION TRANSITION
EXISTING DRIVEWAY EXISTING DRIVEWAY
5% MAX 5% MAX
CUT INTO ASPHALT
FOR TRANSITION
MATCH EXISTING
CUT INTO ASPHALT
FOR TRANSITION
2% MAX 2% MAX
5'
TRANSITION
7' RAMP
8.33% MAX
5' WALKWAY
FLAT
SIDEWALK RAMP
NOT TO SCALE
8.33% MAX 8.33% MAX
D3
OF SHEETS
SHEET
CITY of MARYSVILLE
DRAWING No.
CHECKED BY:
DRAWN BY:DESIGN BY:
DATE OF PLANS:
13 LAELAEJSM 23-127
2023 RESURFACING PROJECT
1204 ESTREET
MARYSVILLE,
CA 95901
(530) 742-6485
APPROVED:
CITY OF MARYSVILLE
06-23-23
3 L-1
E 22ND STREET - PHASE 1
GLEN STREET
STATE ROUTE 20 D1
D1
D4 D4
BID A: SR20-CHEIM
MV PAVEMENT DELINEATION QUANTITY
CENTERLINE (DETAIL 21) 160'
BIKE LANE (DETAIL 39/39A) 1,100'BIKE LANE BUFFER 4,400' "STOP" AND STOP BAR 4CROSSWALK (DETAIL A24F) 321'
BIKE LANE SYMBOL 5
TYPE VII (R) ARROWS 7
POLES WITH SIGNS 25ITEM DESCRIPTION QUANTITY
AREA 66,400 SF
MANHOLE 8
ELECTRICAL BOX (ADJUST) 1
CENTERLINE MONUMENT 3
DRAIN INLET 2
ADA RAMPS 7
FIRE HYDRANT MARKERS 2REPLACE DRIVEWAY 4
6" CONCRETED COBBLE 3,350 SF
MINI ROUNDABOUT 1,420 SFMINOR CONCRETE CURB (6") 720 LFDEMOLISH (E) MEDIAN 920 SF BEGIN PHASE 1
PROTECTED BIKE LANE LAYOUT
PROTECTED BIKE LANE LAYOUT ALTERNATIVE
15' 0 30' 90'
1/2" 0 1" 3"
SCALE: 1"=30'
BID SCHEDULE A (PHASE 1)
SECTION A-A
A
A
SEE DETAIL A
ON D-1 (SHEET 14)
E. 22ND STREET
SEE SHEET L-2
(E) SEWER MANHOLE
ADJUST TO GRADE
(E) SEWER MANHOLE
ADJUST TO GRADE
(E) SEWER MANHOLE
ADJUST TO GRADE
(E) SEWER MANHOLE
ADJUST TO GRADE
(E) SEWER MANHOLE
ADJUST TO GRADE
(E) SDMH
ADJUST TO GRADE
(E) WATER VALVE
ADJUST TO GRADE
(E) WATER VALVE
ADJUST TO GRADE
(E) DRAIN INLET
GRATE = 64.60
REMOVE AND REPLACE
(E) DRAIN INLETGRATE = 64.63
REMOVE AND REPLACE
(E) DRAIN INLETGRATE = 64.47
REMOVE AND REPLACE
(E) DRAIN INLET
GRATE = 64.00
(E) DRAIN INLET
GRATE = 64.15
(E) DRAIN INLET
GRATE = 64.20
(E) DRAIN INLET
GRATE = 64.65
REMOVE AND REPLACE
(E) CENTERLINE MONUMENT
ADJUST TO GRADE
(E) CENTERLINE MONUMENT
ADJUST TO GRADE (E) CENTERLINE MONUMENT ADJUST TO GRADE (E) CENTERLINE MONUMENT
ADJUST TO GRADE
(E) FIRE HYDRANT
(E) ELECTRICAL BOX
ADJUST TO GRADE
(E) STOP SIGN
(E) STOP SIGN
(E) POWERPOLE
(E) POWERPOLE
(E) FIRE HYDRANT
(E) DRAIN INLET
REMOVE AND REPLACE
(E) DRAIN INLET (E) DRAIN INLET
GRATE = 64.52
REMOVE AND REPLACE
D
D
DETAIL 4
DETAIL 39A
136+00 137+00 138+00 139+00 140+00 141+00
142+00
143+00
144+00
145+00
BUS
STOP
BUS
STOP
BUS
STOP
BUS
STOP
65.51'
66.56'
65.60'
65.26'
66.14'
65.30'
65.25'
66.05'
65.68'
65.47'
65.00' 64.94'
64.99'
64.95'
64.74'
65.08'
66.36'
65.25'
65.36'
65.64'
66.83'
65.79'
65.64'
66.52'
65.71'
65.94'
65.09'
65.00'
64.01'
64.07' 64.50'
64.22'
64.35'
64.40'
64.64'
64.20'
65.58'
64.78'
64.32'
64.67'
64.81'
65.52'
64.51'
65.17'
64.41'
64.62'
64.17'
ADJUST TO GRADE
(E) SEWER MANHOLE
ADJUST TO GRADE
(E) STORM DRAIN MANHOLE
ADJUST TO GRADE
(E) MANHOLES
ADJUST TO GRADE
(E) SEWER MANHOLE
ADJUST TO GRADE
(E) SEWER MANHOLE
ADJUST TO GRADE
(E) SEWER MANHOLE
ADJUST TO GRADE
(E) WATER VALVE
ADJUST TO GRADE
(E) WATER VALVE
ADJUST TO GRADE
(E) DRAIN INLETGRATE = 66.2
(E) DRAIN INLET
GRATE = 66.55
(E) DRAIN INLET
GRATE = 66.75
REMOVE AND REPLACE
(E) DRAIN INLETGRATE = 66.78
REMOVE AND REPLACE
(E) CENTERLINE MONUMENT
ADJUST TO GRADE
(E) CENTERLINE MONUMENT
ADJUST TO GRADE
(E) POWERPOLE
(E) POWERPOLE
(E) LIGHTPOLE
(E) PGE VAULT
(E) ELECTRICAL BOX
(E) LIGHTPOLE
(E) ELECTRICAL BOX
(E) LIGHTPOLE
(E) STORM DRAIN MANHOLE
ADJUST TO GRADE
(E) SEWER CLEANOUT ADJUST TO GRADE
(E) DRAIN INLET
(E) DRAIN INLET REMOVE AND REPLACE
JEAN CT
D
D
H Y D
(P) MEDIAN
ISLAND
(E) MEDIAN
ISLAND (REMOVE)
220+00
221+00
17+18
15+00
16+00
17+00
12+05
12+00
144+00
145+00
146+00
147+00
148+00
149+00
150+00
151+00
152+00
153+00
(P) MINI ROUNDABOUT
DRIVE LANE
66.66'
67.77'
66.86'
66.84'
67.72'
67.84'
66.97'
66.94'
67.19'
68.08'
68.22'
67.06'
66.94'
66.90' 67.04'
67.27'
68.18'
67.01'
68.13'
67.75'
67.12'
67.76'
66.76'
67.80'
66.87'
66.43'
67.38'
66.62'
66.07'
66.98'
66.02'
66.42'
65.51'
66.56'
65.60'
65.47'
66.74'
67.68'
67.73'
66.88'
66.98'
66.75'
66.90'
67.94'
67.67'
67.02'
67.76'
67.02'
66.82'
W6-2 SIGN
OM1-1
10' LANE 8' PARKING
3' STRIPED
BUFFER
5' BIKE LANE
3' STRIPED
BUFFER 8' PARKING 10' LANE
3' STRIPED
BUFFER
5' BIKE LANE
3' STRIPED
BUFFER
57.8' - 67' ± CL
PULVERIZE EXISTING AC SECTION (12" ±)
CEMENT TREAT, GRADE, & COMPACT
4" ASPHALT CONCRETE
TYPICAL CROSS SECTION
NOT TO SCALE
(E) ROLLED CURB AND GUTTER (E) ROLLED CURB AND GUTTER
2% MIN - 4% MAX SLOPE TO CROWN 2% MIN - 4% MAX SLOPE TO CROWN 10' LANE 8' PARKING
3' STRIPED
BUFFER
5' BIKE LANE
3' STRIPED
BUFFER
8' PARKING 10' LANE
3' STRIPED
BUFFER
5' BIKE LANE
3' STRIPED
BUFFER
57.8' - 67' ± CL
PULVERIZE EXISTING AC SECTION (12" ±)
CEMENT TREAT, GRADE, & COMPACT
4" ASPHALT CONCRETE
TYPICAL CROSS SECTION
NOT TO SCALE
NEW MEDIAN CURB
57.8' - 67' ±
(E) BARRIER CURB AND GUTTER (E) BARRIER CURB AND GUTTER 2% MIN - 4% MAX SLOPE TO CROWN 2% MIN - 4% MAX SLOPE TO CROWN CONCRETED 6" COBBLE REMOVE (E) MEDIAN
9' ISLAND
GRAPHIC SCALE
OF SHEETS
SHEET
CITY of MARYSVILLE
DRAWING No.
CHECKED BY:
DRAWN BY:DESIGN BY:
DATE OF PLANS:
13 LAELAEJSM 23-127
2023 RESURFACING PROJECT
1204 ESTREET
MARYSVILLE,
CA 95901(530) 742-6485
APPROVED:
CITY OF MARYSVILLE
06-23-23
4 L-2
E 22ND STREET - ALTERNATIVE
HUSTON STREET HALL STREET JEAN DRIVE
CHEIM BOULEVARD
SEE SHEET L-3
HANSEN STREET
D1 D1
D1 D1
D1
D1
D1
D1
D3
D2
D1
D4
SHT L-1
D4
SHT L-1
D1
D1
D1 D1
ADD ALT BID 1: HALL-CHEIM
MV PAVEMENT DELINEATION QUANTITY
CENTERLINE (DETAIL 21) 875'
BIKE LANE BUFFER 3,720'BIKE LANE (DETAIL 39 /39A) 1,960' "STOP" AND STOP BAR 3
CROSSWALK (DETAIL A24F) 231'
BIKE LANE SYMBOL 13
ITEM DESCRIPTION QUANTITY
AREA 63,900 SF
MANHOLE
6 HANDHOLES (WV)
2 CENTERLINE MONUMENT
3 DRAIN INLET
6 ADA RAMPS
6 FIRE HYDRANT MARKERS 1MISC SIDEWALK REPAIRS 1,050 SFMISC CURB & GUTTER REPAIRS 270 SF 15'
0 30' 90'
1/2"
0 1" 3"
SCALE: 1"=30'
15'
0 30' 90'
1/2"
0 1" 3"
SCALE: 1"=30'
SHT L-1
SHT L-1
SHT L-1
SHT L-1 SHT L-1
SHT L-1
SHT L-1
SHT L-1
SHT L-1
SHT L-1
SHT L-1
SHT L-1
BID SCHEDULE A (PHASE 1)
ADD ALT BID SCHEDULE 1 (PHASE 2)
ADD ALT BID SCHEDULE 1 (PHASE 2) FUTURE PHASE 3
SECTION 1-1
SECTION A-A
1 1
A
A
SEE DETAIL B
ON D-1 (SHEET 14)
E. 22ND STREET
SEE SHEET L-1
E. 22ND STREET
SEE BELOW
E. 22ND STREET SEE ABOVE
MATCH LINE
MATCH LINE
D
D
D
D
(E) SSMH
(E) SSMH (E) SSMH
(E) SSMH
(E) GV
(E) SDMH
(E) SDMH
(E) SSMH
(E) SSMH
(E) SSMH
(E) SDMH (E) SDMH
(E) SDMH
(E) WV
D
D
(E) SDDI
(E) SDDI
(E) SDDI
(E) WV
(E) SDMH
D D
CHEIM BLVD
(E) SDDI
(E) SDDI
(E) SDMH
(E) SDDI
(E) WV
(E) SSMH
(E) SSMH
(E) SSMH (E) SDDI
DEMO LIMITS
DEMO LIMITS
DEMO LIMITS
DEMO LIMITS
DEMO LIMITS
DEMO LIMITS
DEMO LIMITS Ce nt e r li n e Mo n ume n t Ce n t er li n e Mon u men t Ce n t er li n e Mon u me n t Cen t er l in e Mon um e nt Cen t e rl i n e Mon ume n t (E) CLM (E) CLM (E) CLM (E) CLM (E) CLM
(E) CLM
(E) WV
(E) CLM
H D Y
H D Y
(E) FH
(E) FH
(P) CURB
REPAIR
(P) BIKE LINE
(P) CENTERLINE
(P) BIKE LINE
(P) CENTERLINE
220+00 221+00 222+00 223+00 224+00 225+00 226+00 227+00 228+00
229+00
230+00
231+00
232+00
233+00
17+18 17+00
23+00
24+00
25+00
149+00
150+00
151+00
152+00
(P) MINI ROUNDABOUT
D
D
(E) SSMH
(E) CLM
CHEIM BLVD
(E) SDDI
(E) SDMH
(E) SDDI
(E) SDMH
(E) SDMH
(E) SSMH
(E) SSMH
(E) WV
(E) WV (E) SDDI
(E) SSMH
(E) SDDI
(E) SDDI (E) WV
(E) SDDI
TEL
TEL
(E) PACBELL MH
(E) EVLT
DEMO LIMITS
DEMO LIMITS
SCHEDULE LIMITS
DEMO LIMITS
DEMO LIMITS
DEMO LIMITS Ce n te r lineMo nu m e nt (E) CLM (E) CLM (E) CLM (E) CLM Cen t er li n e Mon u men t Ce n t er lineMo nu me n t Ce n t er l ineMo n u me nt Ce n t er lin e Mo nu men t D H Y D (E) FH H Y D
(E) FH
(P) BIKE LINE
231+00
232+00
233+00 234+00
235+00
236+00
237+00
238+00
239+00
320+00
321+00
322+00
349+00
350+00
351+00
320+00
321+00
62' ±
CL
MICRO MILL (E) ASPHALT CONCRETE
2" OVERLAY
CHEIM BLVD
TYPICAL CROSS SECTION
NOT TO SCALE
(E) ROLLED CURB AND GUTTER (E) ROLLED CURB AND GUTTER
2% MIN - 4% MAX SLOPE TO CROWN 2% MIN - 4% MAX SLOPE TO CROWN
LL LL LL LL
3' 11' 11' 3' 6' 3'
LL LL
3' 6'
LL LL
CHEIM STREET LAYOUT SHEET
L-3
5 OF SHEETS
SHEET
CITY of MARYSVILLE
DRAWING No.
CHECKED BY:
DRAWN BY:DESIGN BY:
DATE OF PLANS:
13 LAELAEJSM 23-127
2023 RESURFACING PROJECT
1204 ESTREET
MARYSVILLE,
CA 95901
(530) 742-6485
APPROVED:
CITY OF MARYSVILLE
06-23-23
1/2" 0 1" 3"
20' 0 40' 120'
SCALE: 1"=40'
1/2" 0 1" 3"
20' 0 40' 120'
SCALE: 1"=40'
GAVIN DR JOHNSON AVE NADENE DR
GAVIN DR JOHNSON AVE NADENE DR OLSON CT
GAVIN DR
VAL DR
JUDI CT HOBART DR
E 22ND ST
VAL DR
E 22ND ST HOBART DR
PLACE PAVEMENT FABRIC AND 2" OVERLAYPAVEMENT AREA = 129,300 SF LEGEND
BLUE HYDRANT MARKER LOCATION
BID A
SEE SHEET L-2
BID F
SEE SHEET L-8
BID G
SEE SHEET L-9
BID 5 SEE SHEET L-11
BID B: JUDI CT TO VAL DR
MV PAVEMENT DELINEATION QUANTITY
CENTERLINE (DETAIL 21) 520'
BIKE LANE (DETAIL 39A) 2,810'
"STOP" AND STOP BAR 6
MISC CURB & GUTTER 12'BIKE LANE SYMBOL 11ITEM DESCRIPTION QUANTITYMANHOLE 11 HANDHOLES (WV) 2
CENTERLINE MONUMENT 3
DRAIN INLET 3
FIRE HYDRANT MARKERS 2
BID B: VAL DR- NADENE DR
PAVEMENT DELINEATION QUANTITY
CENTERLINE (DETAIL 21) 680'
BIKE LANE (DETAIL 39A) 3,690'
"STOP" AND STOP BAR 10
ITEM DESCRIPTION QUANTITYMANHOLE 8
HANDHOLES (WV) 3
CENTERLINE MONUMENT 4
DRAIN INLET 6FIRE HYDRANT MARKERS 1
PAVEMENT REPAIRPAVEMENT AREA = 13,000 SF
SECTION B-B GAVIN DR
BB MATCH LINE
MATCH LINE
DEL PERO ST
(E) SDDI (E) SDDI
(E) SDDI
(E) SDDI
(E) SSMH
(E) SDMH
(E) WV (E) SSMH (E) WV
(E) SDMH
(E) SSMH
(E) SDMH
(E) SSMH
(E) SDMH
D
D
D
D
(E) SDDI
(E) SDDI
(E) WV
(E) FH DEMO LIMITS
DEMO LIMITS FUTURE PHASE
DEMO LIMITS DEMO LIMITS
(E) CLM
Cen t e r lin e Mon u men t (E) CLM Ce nt e rli n e Mon ume n t (E) CLM Cen t er l in eMon u me nt H Y D (E) FH
(P) 4' BIKE LINE
(P) CENTERLINE
200+00 201+00 202+00 203+00 204+00 205+00 206+00 207+00 208+00 209+00 210+00 211+00 212+00 128+00 129+00
DEL PERO ST
(E) SSMH
(E) SDMH
D
(E) SDDI
(E) SDDI
(E) SDDI
(E) SDDI (E) SDDI
(E) SDDI
(E) SDMH
D
(E) SDMH
D
(E) SDMH
D
(E) SDDI
(E) SSMH (E) SSMH
(E) SSMH
(E) SSMH
(E) WV (E) WV (E) WV
(E) WV
(E) WB
DEMO LIMITS
DEMO LIMITS
DEMO LIMITS
DEMO LIMITS
DEMO LIMITS
(E) CLM Cen t er l i n eMo n u me nt (E) CLM Ce n t er l in eMo n u ment(E) CLM Ce nt e r l i neMo n ume nt (E) CLM (E) SDDI
(E) FH
H Y D
(P) 4' BIKE LANE
(P) CENTERLINE
(P) 4' BIKE LANE
208+00 209+00 210+00 211+00 212+00 213+00 214+00 215+00 216+00 217+00 218+00 219+00 219+44 44' ±
CL
PULVERIZE EXISTING AC SECTION (12" ±)
CEMENT TREAT, GRADE, & COMPACT
3" ASPHALT CONCRETE
DEL PERO STREET
TYPICAL CROSS SECTION
NOT TO SCALE
(E) ROLLED CURB AND GUTTER (E) ROLLED CURB AND GUTTER
LL LL LL LL
4' 10' 10' 4'
2% MIN - 4% MAX SLOPE TO CROWN 2% MIN - 4% MAX SLOPE TO CROWN
DEL PERO STREET LAYOUT SHEET
L-4
6 OF SHEETS
SHEET
CITY of MARYSVILLE
DRAWING No.
CHECKED BY:
DRAWN BY:DESIGN BY:
DATE OF PLANS:
13 LAELAEJSM 23-127
2023 RESURFACING PROJECT
1204 ESTREET
MARYSVILLE,
CA 95901(530) 742-6485
APPROVED:
CITY OF MARYSVILLE
06-23-23
BLUE HYDRANT MARKER LOCATION
LEGEND
1/2" 0 1" 3"
20' 0 40' 120'
SCALE: 1"=40'
1/2" 0 1" 3"
20' 0 40' 120'
SCALE: 1"=40'
E 24TH ST JOHNSON AVE TODDWICK AVE
JOHNSON AVE TODDWICK AVE
RIDEOUT WAY E 21 ST E 22ND ST
RIDEOUT WAY E 21 ST
BID C: RIDEOUT WAY- 24TH ST
MV PAVEMENT DELINEATION QUANTITY
CENTERLINE (DETAIL 21) 1,500'
BIKE LANE (DETAIL 39A) 6,300'
"STOP" LEGEND 5
24" WIDE YELLOW LADDER BAR 230'
12" WIDE YELLOW STRIPE 125'
BIKE LANE SYMBOL 9
ITEM DESCRIPTION QUANTITY
MANHOLE 6HANDHOLES (WV) 4
CENTERLINE MONUMENT 2
FIRE HYDRANT MARKERS 2
12" PULVERIZE AND 3" OVERLAY
PAVEMENT AREA = 81,000 SF
FUTURE E. 22ND
PHASE
MATCH LINE
MATCH LINE
SECTION C-C
22 D
D
D
(E) SDMH
(E) SDDI
(E) SDDI
(E) SDDI
(E) SDDI
(E) SDDI
(E) WV
(E) WV
(E) SDDI (E) SDDI
(E) SDDI
(E) SDDI
(E) SDDI
(E) SDDI
(E) SDMH
(E) SDMH
(E) SDDI
(E) SDMH
(E) SSMH
D
D
(E) SSMH
(E) FH
(E) WV
(E) WV
(E) WV
(E) WV
(E) WV
(E) WV
(E) WV
(E) WV
DEMO LIMITS
DEMO LIMITS
DEMO LIMITS DEMO LIMITS
DEMO LIMITS
DEMO LIMITS
(E) CLM
(E) CLM Ce n t e rl i n e Mon u me n t (E) PP 19TH STREET (E) PP
H Y D
H Y D
(E) FH
H Y D
(E) FH
(P) 6' BIKE LINE
(P) CENTERLINE
341+00 342+00 343+00 344+00 345+00 346+00 347+00 348+00 349+00 349+92 53' ±
CL
PULVERIZE EXISTING AC SECTION (12" ±)
CEMENT TREAT, GRADE, & COMPACT
3" ASPHALT CONCRETE
19TH STREET
TYPICAL CROSS SECTION
NOT TO SCALE
(E) ROLLED CURB AND GUTTER (E) ROLLED CURB AND GUTTER
2% MIN - 4% MAX SLOPE TO CROWN 2% MIN - 4% MAX SLOPE TO CROWN 6' 12' 12' 6'
19TH STREET LAYOUT SHEET
L-5
7 OF SHEETS
SHEET
CITY of MARYSVILLE
DRAWING No.
CHECKED BY:
DRAWN BY:DESIGN BY:
DATE OF PLANS:
13 LAELAEJSM 23-127
2023 RESURFACING PROJECT
1204 ESTREET
MARYSVILLE,
CA 95901(530) 742-6485
APPROVED:
CITY OF MARYSVILLE
06-23-23
BLUE HYDRANT MARKER LOCATION
LEGEND
15' 0 30' 90'
1/2" 0 1" 3"
SCALE: 1"=30'
SAMPSON ST FREEMAN ST BUCHANAN ST SICARD ST COVILLAUD STSAMPSON ST FREEMAN ST BUCHANAN ST SICARD ST COVILLAUD ST 12" PULVERIZE AND 3" OVERLAY
PAVEMENT AREA = 44,200 SF
BID D: SAMPSON- COVILLAUD ST
MV PAVEMENT DELINEATION QUANTITY
CENTERLINE (DETAIL 21) 690'
BIKE LANE (DETAIL 39 / 39A) 2,770'
"STOP" LEGEND 2
12" WIDE WHITE STRIPE 250'
BIKE LANE SYMBOL 4ITEM DESCRIPTION QUANTITYMANHOLE 3
HANDHOLES (WV) 4
CENTERLINE MONUMENT 0
FIRE HYDRANT MARKERS 2
SECTION D-D
DD
D
D
G
(E) SSMH
(E) SSMH
(E) SSMH
(E) SSMH
(E) SSMH
(E) SSMH
(E) PG&E MH
D D
(E) SDMH
(E) SDMH
(E) SDDI
(E) WV
(E) WV
(E) WV
(E) WV
(E) WV (E) CLM
14TH STREET
H Y D
(E) FH
H Y D
(E) FH
H Y D
(E) FH
H Y D
(E) FH
(P) CURBREPAIR (P) BIKE LINE
(P) CENTERLINE
350+00 351+00 352+00 353+00 354+00 355+00 356+00 357+00 358+00 359+00 360+00 361+00 STA 350+00.00 DESIGN SPEED = 60 mi/h
(P) SHARED BIKE
SYMBOL
(P) SHARED BIKE
SYMBOL
(P) SHARED BIKE
SYMBOL
(P) SHARED BIKE
SYMBOL
G
(E) SSMH
(E) SSMH
(E) WV
(E) GV
(E) PACBELL MH
(E) WV
(E) WV
(E) WV
(E) WV
(E) WV
(E) SDDI
(E) SDDI (E) SDDI
(E) SDMH
D
(E) SSMH
(E) SSMH
(E) SSMH
(E) WV
(E) WV
(E) WV
(E) WV
(E) PP
(E) PP
(E) CLM
(E) CLM (E) CLM
14TH STREET
H Y D
(E) FH
H Y D
(E) FH
H Y D
(E) FH
(P) CURB
REPAIR (P) CURB
REPAIR
(P) CURB
REPAIR
(P) CURB
REPAIR
(P) CURB
REPAIR
(P) CURB
REPAIR
(P) BIKE LINE (P) CENTERLINE
361+00 362+00 363+00 364+00 365+00 366+00 367+00 368+00 369+00 369+85 20'-52' ±
CL
PULVERIZE EXISTING AC SECTION (10" ±)
CEMENT TREAT, GRADE, & COMPACT
3" ASPHALT CONCRETE
14TH STREET
TYPICAL CROSS SECTION
NOT TO SCALE
(E) ROLLED CURB AND GUTTER (E) BARRIER CURB AND GUTTER
2% MIN - 4% MAX SLOPE TO CROWN 2% MIN - 4% MAX SLOPE TO CROWN 52' ±
CL
MICRO MILL (E) ASPHALT CONCRETE
2" OVERLAY
14TH STREET
TYPICAL CROSS SECTION
NOT TO SCALE
(E) BARRIER CURB AND GUTTER (E) BARRIER CURB AND GUTTER 2% MIN - 4% MAX SLOPE TO CROWN 2% MIN - 4% MAX SLOPE TO CROWN
LL LL L LL
11' 11'
LL
6' 6'
14TH STREET LAYOUT SHEET
L-6
8 OF SHEETS
SHEET
CITY of MARYSVILLE
DRAWING No.
CHECKED BY:
DRAWN BY:DESIGN BY:
DATE OF PLANS:
13 LAELAEJSM 23-127
2023 RESURFACING PROJECT
1204 ESTREET
MARYSVILLE,
CA 95901
(530) 742-6485
APPROVED:
CITY OF MARYSVILLE
06-23-23
12" PULVERIZE AND 3" OVERLAY
PAVEMENT AREA = 39,400 SF
BLUE HYDRANT MARKER LOCATION
LEGEND
PLACE PAVEMENT FABRIC AND 2"
OVERLAY PAVEMENT
AREA = 60,620 SF
BLUE HYDRANT MARKER LOCATION
LEGEND
1/2" 0 1" 3"
20' 0 40' 120'
SCALE: 1"=40'
1/2" 0 1" 3"
20' 0 40' 120'
SCALE: 1"=40'
H ST
H ST G ST F ST
H ST
H ST G ST F ST
BID E: LEVEE- RAILROAD
MV PAVEMENT DELINEATION QUANTITY
CENTERLINE (DETAIL 21) 850'
DIAGONAL PARKING STALLS 51
SHARED BIKE LANE SYMBOL 4
ITEM DESCRIPTION QUANTITY
MANHOLE 5HANDHOLES (WV) 7
ADD ALT BID 2: RAILROAD- F ST
MV PAVEMENT DELINEATION QUANTITY
CENTERLINE (DETAIL 21) 1,070'
BIKE LANE (DETAIL 39A) 1,990'
"STOP" AND STOP BAR 8
BIKE LANE SYMBOL 6MISC CURB & GUTTER 260'
ITEM DESCRIPTION QUANTITY
MANHOLE 10HANDHOLES (WV) 16
CENTERLINE MONUMENT 3
DRAIN INLET 3
PAVEMENT REPAIRPAVEMENT AREA = 2,360 SF
E
E
22 SECTION 2-2
SECTION E-E
JOHNSON AVE
(E) SSMH
(E) SSMH (E) SSMH
D
D D
(E) SDMH
(E) SDMH
(E) FH (E) FH
H Y D
(E) FH
H Y D
(E) FH Cen t e r l i n eMonu me nt Ce n te r line Mo nu m e n t (E) CLM (P) SIDEWALK REPAIR (P) CENTERLINE
(E) CLM
330+00
331+00
332+00 333+00 334+00 335+00
336+00 337+00
338+00
339+00 340+00 341+00 342+00
251+00
252+00
253+00
254+00
(P) SHARED BIKE
SYMBOL
(P) SHARED BIKESYMBOL
(P) SHARED BIKESYMBOL
(P) SHARED BIKESYMBOL
(P) SHARED BIKESYMBOL
(P) SHARED BIKE
SYMBOL (P) SHARED BIKE
SYMBOL
(P) SHARED BIKE
SYMBOL
(E) SDMH
(E) SSMH
(E) WV
(E) SDDI
(E) SDDI
SCHEDULE LIMITS
(E) CLM
(E) CLM
Ce n te r lin e Mo nu ment D
JOHNSON AVE
(E) SSMH (E) SSMH
H D Y
(E) FH
H Y D
(E) FH
H Y D
(E) FH
(P) CENTERLINE
234+00
235+00
236+00
342+00
343+00
344+00 345+00 346+00 347+00 348+00
349+00
350+00
351+00
41'-45' ±
CL
MICRO MILL (E) ASPHALT CONCRETE
2" OVERLAY
JOHNSON AVENUE
TYPICAL CROSS SECTION
NOT TO SCALE
(E) ROLLED CURB AND GUTTER (E) ROLLED CURB AND GUTTER
2% MIN - 4% MAX SLOPE TO CROWN 2% MIN - 4% MAX SLOPE TO CROWN
JOHNSON AVE LAYOUT
L-7
9 OF SHEETS
SHEET
CITY of MARYSVILLE
DRAWING No.
CHECKED BY:
DRAWN BY:DESIGN BY:
DATE OF PLANS:
13 LAELAEJSM 23-127
2023 RESURFACING PROJECT
1204 ESTREET
MARYSVILLE,
CA 95901(530) 742-6485
APPROVED:
CITY OF MARYSVILLE
06-23-23
1/2" 0 1" 3"
20' 0 40' 120'
SCALE: 1"=40'
CHEIM BLVD
SEE SHEET L-3
HALL ST CHELE AVE
PLACE PAVEMENT FABRIC AND 2" OVERLAYPAVEMENT AREA = 112,080 SF LEGEND
1/2" 0 1" 3"
20' 0 40' 120'
SCALE: 1"=40'
KATHRYN CT VAL DR
HALL ST CHELE AVE BID F SEE SHEET L-8
BID F: HALL ST- CHIEM BLVD
MV PAVEMENT DELINEATION QUANTITY
CENTERLINE (DETAIL 21) 1,252'
BIKE SHARE ARROW 9
"STOP" AND STOP BAR 8
MISC CURB & GUTTER 65'MISC SIDEWALK 260 SF
ITEM DESCRIPTION QUANTITY
MANHOLE 9
CENTERLINE MONUMENT 2
FIRE HYDRANT MARKERS 4
BLUE HYDRANT MARKER LOCATION
PAVEMENT REPAIRPAVEMENT AREA = 7,000 SF
CHEIM BLVD
SEE SHEET L-3
MATCH LINE
MATCH LINE
SECTION F-F
FF
F
F
BID F
SEE SHEET L-8
NADENE DR Ce nt e rli n e Mon ume n t Ce n t e r li n e Mo nu men t (E) SSMH(E) SSMH (E) SSMH (E) SSMH
(E) SSMH
(E) CLM (E) CLM
H Y D
(E) FH
H Y D
(E) FH
300+00 301+00 302+00 303+00 304+00 305+00 306+00 307+00 308+00 309+00 310+00 311+00 312+00
253+00
254+00
254+69
(E) CLM Ce n te r l ineMo n um e nt (E) SSMH
(E) WV
(E) CLM
(E) SSMH
(E) SDDI
TEL
TEL
(E) PACBELL MH
(E) EVLT
DEMO LIMITS
DEMO LIMITS
DEMO LIMITS
(E) CLM
(E) CLM Cen t er l ineMon u me nt NADENE DR Ce n t er li n e Mon u men t Cen t e r l i n eMo n u me nt Ce n te rl in e Monu men t (E) SSMH (E) CLM (E) CLM
(E) SSMH (E) SSMH
(E) CLM
H Y D
(E) FH
H Y D
(E) FH
H Y D
(E) FH
H Y D
(E) FH
238+00
239+00
312+00
313+00 314+00 315+00 316+00 317+00 318+00
319+00
320+00
321+00
320+00
321+00 322+00 323+00
323+37
41'-45' ±
CL
MICRO MILL (E) ASPHALT CONCRETE
2" OVERLAY
NADENE DRIVE
TYPICAL CROSS SECTION
NOT TO SCALE
(E) ROLLED CURB AND GUTTER (E) ROLLED CURB AND GUTTER
2% MIN - 4% MAX SLOPE TO CROWN 2% MIN - 4% MAX SLOPE TO CROWN 30'-63' ±
CL
MICRO MILL (E) ASPHALT CONCRETE
2" OVERLAY
OLSON COURT
TYPICAL CROSS SECTION
NOT TO SCALE
(E) ROLLED CURB AND GUTTER (E) ROLLED CURB AND GUTTER
2% MIN - 4% MAX SLOPE TO CROWN 2% MIN - 4% MAX SLOPE TO CROWN
NADENE DR / OLSON CT LAYOUT
L-8
10 OF SHEETS
SHEET
CITY of MARYSVILLE
DRAWING No.
CHECKED BY:
DRAWN BY:DESIGN BY:
DATE OF PLANS:
13 LAELAEJSM 23-127
2023 RESURFACING PROJECT
1204 ESTREET
MARYSVILLE,
CA 95901
(530) 742-6485
APPROVED:
CITY OF MARYSVILLE
06-23-23
CHEIM BLVD
SEE SHEET L-3
HALL ST CHELE AVE
PLACE PAVEMENT FABRIC AND 2" OVERLAYPAVEMENT AREA = 99,120 SF
NADENE DR LEGEND
1/2" 0 1" 3"
20' 0 40' 120'
SCALE: 1"=40'
BID G
SEE SHEET L-7
BID G: HALL ST- CHIEM BLVD
MV PAVEMENT DELINEATION QUANTITY
"STOP" AND STOP BAR 1
ITEM DESCRIPTION QUANTITY
MANHOLE 7
CENTERLINE MONUMENT 5
FIRE HYDRANT MARKERS 5
BLUE HYDRANT MARKER LOCATION
PAVEMENT REPAIRPAVEMENT AREA = 17,250 SF
PLACE PAVEMENT FABRIC AND 2" OVERLAYPAVEMENT AREA = 16,400 SF
OLSON CT LEGEND
ADD ALT BID 5: OLSON CT
ITEM DESCRIPTION QUANTITYMANHOLE 1
HANDHOLES (WV) 1
CENTERLINE MONUMENT 2
FIRE HYDRANT MARKERS 1 BLUE HYDRANT MARKER LOCATION
PAVEMENT REPAIRPAVEMENT AREA = 700 SF
1/2" 0 1" 3"
20' 0 40' 120'
SCALE: 1"=40'
BID G
SEE SHEET L-9
BID C
SEE SHEET L-3
BID C
SEE SHEET L-3
SECTION G-G
GG
G
G
4 4
MATCH LINE
MATCH LINE
SECTION 4-4
OLSON CT
G
(E) SDDI
(E) SDDI
(E) EVLT
(E) PG&E MH
(E) PACBELL MH
(E) GV
TEL
DEMO LIMITS
(E) WV
(E) WV (E) WV
G
(E) PG&E MH
DEMO LIMITS
Ce n te rl in e Monu men t (E) WV (E) CLM Cent e rl i n eMo n ume nt 260+00 A STREET (E) CLM 62.63' 63.22' 261+00 63.73' 64.42' 262+00 263+00 264+00 265+00 266+00 267+00 268+00 62.23' 62.81' 63.31' 63.97' 20' ±
CL
PULVERIZE EXISTING AC SECTION (12" ±)
CEMENT TREAT, GRADE, & COMPACT
3" ASPHALT CONCRETE
A STREET
TYPICAL CROSS SECTION
NOT TO SCALE
(E) ROLLED CURB AND GUTTER
2% MIN - 4% MAX SLOPE TO CROWN
20' ±
CL
MICRO MILL (E) ASPHALT CONCRETE
2" OVERLAY
A STREET
TYPICAL CROSS SECTION
NOT TO SCALE
(E) ROLLED CURB AND GUTTER
2% MIN - 4% MAX SLOPE TO CROWN
A STREET LAYOUT
L-9
11 OF SHEETS
SHEET
CITY of MARYSVILLE
DRAWING No.
CHECKED BY:
DRAWN BY:DESIGN BY:
DATE OF PLANS:
13 LAELAEJSM 23-127
2023 RESURFACING PROJECT
1204 ESTREET
MARYSVILLE,
CA 95901
(530) 742-6485
APPROVED:
CITY OF MARYSVILLE
06-23-23
12" PULVERIZE AND 3" OVERLAY
PAVEMENT AREA = 14,900 SF
BLUE HYDRANT MARKER LOCATION
LEGEND
1/2" 0 1" 3"
20' 0 40' 120'
SCALE: 1"=40'
4TH STREET 6TH STREET
4TH STREET 6TH STREET
PLACE PAVEMENT FABRIC AND 2" OVERLAYPAVEMENT AREA = 3,200 SF BID D: 4TH ST- 6TH ST
MV PAVEMENT DELINEATION QUANTITY
"STOP" AND STOP BAR 1
ITEM DESCRIPTION QUANTITY
MANHOLE 2HANDHOLES (WV) 4
CENTERLINE MONUMENT 1
3B
3B
3A
3A
SECTION 3A-3A SECTION 3B-3B
Ce n t e rl i n e Monu me n t Ce nt e rli n e Monumen t Ce nt e r l i ne Mon ume nt Cen t e rl i n e Mon ume nt Cen t e r lin e Mon umen t (E) SSMH (E) SSMH (E) SSMH
(E) SSMH
(E) SSMH
(E) CLM
(E) CLM
(E) CLM
(E) CLM
(E) CLM
DEMO LIMIT
DEMO LIMIT
DEMO LIMIT
DEMO LIMIT
DEMO LIMIT
DEMO LIMIT
HY D
(E) FH
H
Y D
(E) FH
H
Y D
(E) FH
H
Y D
(E) FH
240+00
241+00
242+00
243+00
244+00 245+00 246+00 247+00
248+00
249+00
250+00
251+00
359+00 359+70
GLEN ST
28'-36' ±
CL
PULVERIZE EXISTING AC SECTION (12" ±)
CEMENT TREAT, GRADE, & COMPACT
3" ASPHALT CONCRETE
GLEN STREET
TYPICAL CROSS SECTION
NOT TO SCALE
(E) ROLLED CURB AND GUTTER (E) BARRIER CURB AND GUTTER
2% MIN - 4% MAX SLOPE TO CROWN 2% MIN - 4% MAX SLOPE TO CROWN
GLEN STREET LAYOUT SHEET
L-10
12 OF SHEETS
SHEET
CITY of MARYSVILLE
DRAWING No.
CHECKED BY:
DRAWN BY:DESIGN BY:
DATE OF PLANS:
13 LAELAEJSM 23-127
2023 RESURFACING PROJECT
1204 ESTREET
MARYSVILLE,
CA 95901
(530) 742-6485
APPROVED:
CITY OF MARYSVILLE
06-23-23
LEGEND
1/2" 0 1" 3"
20' 0 40' 120'
SCALE: 1"=40'
HOBART DR VAL DR GAVIN DR JOHNSON AVE NADENE DR
ADD ALT BIF 5: HOBART DR- NADENE DR
MV PAVEMENT DELINEATION QUANTITY
"STOP" AND STOP BAR 4
ITEM DESCRIPTION QUANTITYMANHOLE 5
CENTERLINE MONUMENT 5
BLUE HYDRANT MARKER LOCATION
12" PULVERIZE AND 3" OVERLAY
PAVEMENT AREA = 44,800 SF
SECTION 5-5
5 5
YIELD >
>
>
>
>
>
> > > > 57.8' - 67' ±
PULVERIZE EXISTING AC SECTION (12" ±)
GRADE, COMPACT, AND 5% CEMENT
3" ASPHALT CONCRETE
MINI ROUNDABOUT
TYPICAL CROSS SECTION
NOT TO SCALE
NEW ADA RAMP PER CAL TRANSDETAIL A88A
INSTALL TRUCATED DOME
9.5' 11'
INSTALL CURB, GUTTER, INSTALL COBBLE
AND SIDEWALK 30'
7'
2% MIN - 4% MAX SLOPE TO CROWN 2% MIN - 4% MAX SLOPE TO CROWN 28+22
28+00
(P) MINI ROUNDABOUT
DRIVE LANE
DEPARTMENT OF CITY SERVICES
Commercial
Driveway
STANDARD DETAIL 105
GATEWAY GOLD FIELDS To The APPROVED DATE
O C I T Y
INCORPORATED
1851
F
APPROVED DATE
STANDARD DETAIL 110
Stop Bar
Placement
DEPARTMENT OF CITY SERVICES
GATEWAY GOLD FIELDS To The
O C I T Y
INCORPORATED
1851
F
OF SHEETS
SHEET
CITY of MARYSVILLE
DRAWING No.
CHECKED BY:
DRAWN BY:DESIGN BY:
DATE OF PLANS:
13 LAE
06/23/2023
LAEJSM 23-127
2023 RESURFACING PROJECT
1204 ESTREET
MARYSVILLE,
CA 95901
(530) 742-6485
APPROVED:
CITY OF MARYSVILLE
13 D-1
SPECIALTY DETAILS
SECTION RB-RB
MINI ROUNDABOUT DETAIL B (CHEIM BLVD)
DETAIL 22
SPLITTER ISLAND
ROLLED CURB COBBLE CENTRAL ISLAND
W2-6 ROUNDABOUT SIGN
7' SIDEWALK
MINI ROUNDABOUT DETAIL A (GLEN ST)
COBBLE FILLEDSPLITTER ISLAND
ROLLED CURB
COBBLE FILLED
CENTRAL ISLAND
YIELD SIGN R1-2
W2-6
TYPE VII (R) ARROW
7' SIDEWALK
4'
COBBLE FILLEDSPLITTER ISLAND
RB
RB
6'
45°
YIELD SIGN R1-2
R6-4A
NO FLOW LINEROLLED CURB
INSTALL
7" CONCRETE
30' DIAMETER
52' DIAMETER
25' DIAMETER
11' DIAMETER
TYPE VII (R) ARROW
TYPE VII (R) ARROW
W2-6 ROUNDABOUT SIGN
W2-6 ROUNDABOUT SIGN
YIELD SIGN R1-2W2-6
YIELD SIGN R1-2
R6-5P
YIELD SIGN R1-2
W2-6
YIELD SIGN R1-2W2-6
YIELD SIGN R1-2
W2-6
W2-6 ROUNDABOUT SIGN
W2-6 ROUNDABOUT SIGN
W2-6 ROUNDABOUT SIGN
W2-6 ROUNDABOUT SIGN
YIELD SIGN R1-2
W2-6
TYPE VII (R) ARROW
TYPE VII (R) ARROW
TYPE VII (R) ARROW
30' DIAMETER
52' DIAMETER
25' DIAMETER
11' DIAMETER
TYPE VII (R) ARROW