>
> > OF SHEETS SHEET CITY OF MARYSVILLE DRAWING No. CHECKED BY: DRAWN BY: STAFF DESIGN BY: STAFF DATE OF PLANS: 9 STAFF 09-24-26 JSM STAFF 26-02 SB-1 DOWNTOWN PAVEMENT REHABILITATION 1204 ESTREET MARYSVILLE, CA 95901 (530) 742-6485 APPROVED: CITY OF MARYSVILLE 1 C-1 COVER SHEET LOCATION MAP NOT TO SCALE MHM INCORPORATED, VERDANTAS, OR THE CITY OF MARYSVILLE SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ELECTRONIC COPIES OF THIS PLAN SHEET. APPROVED BY CITY OF MARYSVILLE COUNCIL DATE: MAGGIE SANCHEZ CITY CLERK CITY OF MARYSVILLE DESIGNED BY: JOHN MALLEN, P.E., P.L.S. MHM INCORPORATED RCE 62315 EXP 09-30-27 APPROVED BY: DATE: JERAMY CHAPDELAINE PUBLIC WORKS DIRECTOR CITY OF MARYSVILLE
CITY OF MARYSVILLE
PLANS FOR
SB-1 - DOWNTOWN MARYSVILLE
CITY CONTRACT NO. 26-02
1" = 200'
PROJECT LOCATION MAP
0 100' 200' 400' 800'
NO.DRAWING
C-1C-2
A01A02A03
C-3C-4C-5
A04
DRAWING TITLE
1 2
3 4
56 7
89 IND(E) OF SHEETS
NO.SHEET
TITLE SHEET
LOCATION MAP AND CONTROL
4TH STREET
5TH STREET & 6TH STREETC STREET & OAK STREET (RODARTE WAY) EROSION CONTROL 1DETAIL 01DETAIL 02HUSTON STREET ADD ALTERNATE DATE: UNDERGROUND SERVICE ALERT
US 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
NOR
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.
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 THECONCRETE RAMP ADJACENT TO THE NORTH WEST CORNER OF THE FLIGHTSERVICE STATION BUILDING AT YUBA COUNTY AIRPORT, SET FLUSH WITHCONCRETE RAMP.
HORIZONTAL CONTROL INFORMATION
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 MARYSVILLECITY SERVICES DEPARTMENT526 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
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 FIREPACIFIC 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
RAILROAD
4TH STREET
5TH STREET
6TH STREET
C STREET
E STREET D STREET F STREET RAILROAD ALT 2
ALT 1
ALT 4
ALT 3 BASE BID
09/01/26
11 10
11 3
4 10
8 11
10 7
10 10
1 6 2
19 1
10 10
10 7
11 7
10 5
3 15
24 6
5 2
1 10
6 12
15 3
5 3
3 8
17 >
>
> OF SHEETS SHEET CITY OF MARYSVILLE DRAWING No. CHECKED BY: DRAWN BY: STAFF DESIGN BY: STAFF DATE OF PLANS: 9 STAFF 09-24-26 JSM STAFF 26-02 SB-1 DOWNTOWN PAVEMENT REHABILITATION 1204 ESTREET MARYSVILLE, CA 95901 (530) 742-6485 APPROVED: CITY OF MARYSVILLE 2 C-2
VICINITY MAP
1" = 100'
0 50' 100' 200' 400'
4TH STREET
5TH STREET
6TH STREET
3RD STREET
A STREET
C STREET
D STREET
E STREET
F STREET
B STREET
RAILROAD
CHESTNUT STREET
ELM STREET
OAK STREET
HIGH STREET
RODARTE WAY
SHEET A03
WILLOW STREET
SHEET A01
SHEET A02
SHEET A02
SHEET A03
(E) MANHOLE
(E) DRAIN INLET
(E) DRAIN INLET
(E) WATER HANDHOLE
(E) WATER HANDHOLE
(E) SEWER MANHOLE
(E) PAC BELL MANHOLE
(E) WATER HANDHOLE
(E) SEWER MANHOLE
(E) MANHOLE
(E) PGEMANHOLE
(E) MANHOLE
(E) WATER HANDHOLE
(E) STORM DRAIN MANHOLE
(E) DRAIN INLET
(E) PGE MANHOLE
(E) HANDHOLEHOLE
(E) CALTRANS VAULT
(E) WATER VAULT
(E) WATER HANDHOLE
(E) PGE MANHOLE
(E) PACBELL MANHOLE
(E) DRAIN INLET (E) DRAIN INLET
(E) DRAIN INLET
(E) MANHOLE
(E) DRAIN INLET
(E) CALTRANS VAULT
(E) STORM DRAIN MANHOLE
(E) HANDHOLE
(E) WATER HANDHOLE
(E) MANHOLE
(E) ELECTRICAL HANDHOLE
(E) WATER HANDHOLE
(E) WATER HANDHOLE
(E) PGE VAULT
(E) WATER VAULT
(E) PGE VAULT
(E) STORMDRAIN MANHOLE
(E) DRAIN INLET
(E) DRAIN INLET
(E) WATER HANDHOLE
(E) PACBELL MANHOLE
(E) WATER VAULT
(E) PGE VAULT
(E) DRAIN INLET
(E) DRAIN INLET
(E) STORMDRAIN MANHOLE
(E) STORMDRAIN MANHOLE
(E) WATER HANDHOLE
11 10
11 3 4 10
8 11
(E) DRAIN INLET
(E) DRAIN INLET
(E) DRAIN INLET
(E) DRAIN INLET
(E) STORMDRAIN MANHOLE
(E) STORMDRAIN MANHOLE
(E) STORMDRAIN MANHOLE
(E) WATER HANDHOLE
(E) WATER HANDHOLE
(E) WATER HANDHOLE
(E) WATER HANDHOLE
(E) CENTERLINE MONUMENT
(E) PGE VAULT
(E) SEWER CLEANOUT
(E) STORMDRAIN MANHOLE
(E) DRAIN INLET
(E) DRAIN INLET
(E) PACBELL MANHOLE
(E) WATER HANDHOLE
(E) STORMDRAIN MANHOLE
(E) PACBELL MANHOLE (E) DRAIN INLET
(E) DRAIN INLET
(E) DRAIN INLET
(E) DRAIN INLET
(E) STORMDRAIN MANHOLE (E) STORMDRAIN MANHOLE
(E) STORMDRAIN MANHOLE
(E) CENTERLINE MONUMENT(E) SEWER MANHOLE
(E) PGE GAS HANDHOLE
(E) WATER HANDHOLE
(E) WATER HANDHOLE (E) WATER HANDHOLE
(E) WATER HANDHOLE
(E) PGE VAULT
(E) COMM. VAULT
(E) STORMDRAIN MANHOLE
(E) DRAIN INLET
(E) COMM. VAULT
(E) COMM. VAULT
(E) PGE VAULT
(E) HANDHOLE
(E) MANHOLE
(E) STORMDRAIN MANHOLE
(E) STORMDRAIN MANHOLE
(E) WATER HANDHOLE
10 11
10 7
10 10
1 6 2
19 1
(E) COMM. VAULT
(E) PGE VAULT
(E) HANDHOLE
(E) MANHOLE
(E) STORMDRAIN MANHOLE
(E) STORMDRAIN MANHOLE
(E) WATER HANDHOLE
(E) WATER HANDHOLE
(E) CENTERLINE MONUMENT
(E) WATER HANDHOLE
(E) DRAIN INLET
(E) WATER HANDHOLE
(E) VAULT
(E) COMM. VAULT
(E) WATER HANDHOLE
(E) HANDHOLE
(E) STORMDRAIN MANHOLE
(E) STORMDRAIN MANHOLE
(E) WATER HANDHOLE
(E) STORMDRAIN MANHOLE
2 10
10 10
7 26' - 28' ± 26' - 28' ±
VARIES 52' TO 56' ±
4TH STREET
CL
12.0' 12.0' PARKING
LANE LANE
PARKING
2' CURB - SIDEWALK 2' CURB VARIES
0' - 5.5'
PLANTER · TAPER GRIND EDGES & IRREGULARITIES · PAVEMENT REPAIRS WHERE REQUIRED · LEVELING COURSE WHERE REQUIRED · PAVING FABRIC WITH OIL · 2" MINIMUM OVERLAY - 0' - 5.5' PLANTER SIDEWALK VARIES
12.5' - 14.5' ± 11.5' - 14' ±
60' 0 15'
1" = 30'
GRAPHIC SCALE
30' 60' 120'
OF SHEETS
SHEET
CITY OF MARYSVILLE
DRAWING No.
CHECKED BY:
DRAWN BY: STAFFDESIGN BY:
STAFF
DATE OF PLANS:
9 STAFF
09-24-26
JSMSTAFF 26-02
SB-1 DOWNTOWN PAVEMENT REHABILITATION
1204 ESTREET
MARYSVILLE,
CA 95901
(530) 742-6485
APPROVED:
CITY OF MARYSVILLE
3 A01
4THSTREET
4TH STREET
4TH STREET
4TH STREET
RAIL ROAD
B STREET
B STREET
B STREET
B STREET
D STREET
D STREET
D STREET
D STREET
F STREET E STREET
E STREET F STREET
C STREET
SEE SHEET A03
C STREET
ALT 1 ALT 2
ALT 4
(E) SIGN
(E) DRAIN INLET
(E) DRAIN INLET
(E) STORMDRAIN MANHOLE
(E) STREET LIGHT VAULT
(E) PGE VAULT
(E) WATER HANDHOLE
(E) WATER VAULT
(E) WATER HANDHOLE
(E) STREET LIGHT VAULT
(E) HANDHOLE
(E) PGE VAULT (E) WATER VAULT
(E) PGE MANHOLE
(E) MANHOLE
(E) PACBELL MANHOLE
(E) DRAIN INLET
(E) VAULT
(E) PGE VAULT
(E) WATER VAULT
(E) PGE VAULT (E) WATER VAULT
(E) WATER HANDHOLE
(E) PGE VAULT
(E) VAULT
(E) PACBELL MANHOLE(E) DRAIN INLET
(E) ELECTRICAL VAULT
(E) WATER HANDHOLE
(E) WATER HANDHOLE
(E) CENTERLINE MONUMENT
(E) HANDHOLE
(E) STORMDRAIN MANHOLE
(E) STORMDRAIN MANHOLE
(E) STORMDRAIN MANHOLE
(E) PGE VAULT
(E) STOP SIGN
(E) FIRE HYDRANT
(E) WATER HANDHOLE
(E) STORMDRAIN CLEANOUT
(E) WATER VAULT
(E) WATER VAULT
(E) SEWER CLEANOUT
(E) SEWER MANHOLE
(E) STORMDRAIN MANHOLE
(E) PACBELL MANHOLE
(E) MANHOLE
(E) ELECTICAL VAULT
(E) WATER HANDHOLE
(E) ELECTICAL VAULT
(E) COMM. VAULT (E) ELECTICAL VAULT
(E) WATER HANDHOLE
11 7
10 5
3 15
24 35 > CUT 28' OF EXISTING AC AND REPLACE WITH 4" OF NEW AC 10,300 SF (E) WATER HANDHOLE
(E) VAULT
(E) SIGN
(E) DRAIN INLET
(E) DRAIN INLET
(E) STORMDRAIN MANHOLE
(E) FIRE HYDRANT
(E) DRAIN INLET
(E) STOP SIGN
(E) DRAIN INLET
(E) DRAIN INLET
(E) STORMDRAIN MANHOLE
(E) STOP SIGN
(E) COMM. VAULT
(E) GAS VAULT
(E) SIGN
(E) WATE HANDHOLE
(E) PGE VAULT
(E) SIGN
(E) SIGN
(E) PGE VAULT
(E) SIGN
(E) SIGN
(E) SEWER CLEANOUT
(E) SIGN (E) SIGN
(E) COMM. VAULT
(E) PGE VAULT
(E) DRAIN INLET
(E) HANDHOLE
(E) DRAIN INLET
(E) PGE VAULT
(E) SIGN(E) WATER VAULT (E) VAULT
(E) PGE VAULT
(E) STORMDRAIN MANHOLE
6 5 2
1 10 6
(E) DRAIN INLET
28' ± 28' ±
VARIES 56' ±
5TH STREET
CL
12.0' 12.0' PARKING
LANE LANE
PARKING
2' CURB - SIDEWALK 2' CURB VARIES
0' - 2.5'
PLANTER · TAPER GRIND EDGES & IRREGULARITIES · PAVEMENT REPAIRS WHERE REQUIRED · LEVELING COURSE WHERE REQUIRED · PAVING FABRIC WITH OIL · 2" MINIMUM OVERLAY - 0' - 2.5' PLANTER SIDEWALK VARIES
11.5' - 14' ± 11.5' - 12' ±
26' ± 26'' ±
VARIES 52.5' ±
6TH STREET
CL
12.0' 12.0' PARKING
LANE LANE
PARKING
2' CURB - SIDEWALK 2' CURB VARIES
0' - 5.5'
PLANTER · TAPER GRIND EDGES & IRREGULARITIES · PAVEMENT REPAIRS WHERE REQUIRED · LEVELING COURSE WHERE REQUIRED · PAVING FABRIC WITH OIL · 2" MINIMUM OVERLAY - 0' - 5.5' PLANTER SIDEWALK VARIES
13.5' ± 13.5' ±
60' 0 15'
1" = 30'
GRAPHIC SCALE
30' 60' 120'
OF SHEETS
SHEET
CITY OF MARYSVILLE
DRAWING No.
CHECKED BY:
DRAWN BY: STAFFDESIGN BY:
STAFF
DATE OF PLANS:
9 STAFF
09-24-26
JSMSTAFF 26-02
SB-1 DOWNTOWN PAVEMENT REHABILITATION
1204 ESTREET
MARYSVILLE,
CA 95901
(530) 742-6485
APPROVED:
CITY OF MARYSVILLE
4 A02
5TH STREET & 6TH STREET
5TH STREET
6TH STREET
B STREET
B STREET
B STREET
B STREET
D STREETD STREET
C STREET
SEE SHEET A03
C STREET
SEE SHEET A03
C STREET
SEE SHEET A03
C STREET
SEE SHEET A03
OAK STREET (RODANTE WAY)
SEE SHEET A03
OAK STREET (RODANTE WAY)
SEE SHEET A03
OAK STREET
ALT 3
(E) DRAIN INLET
(E) DRAIN INLET
(E) DRAIN INLET
(E) DRAIN INLET
(E) STORMDRAIN MANHOLE
(E) STORMDRAIN MANHOLE
(E) STORMDRAIN MANHOLE
(E) CENTERLINE MONUMENT
(E) SEWER MANHOLE
(E) PGE GAS HANDHOLE
(E) WATER HANDHOLE
(E) WATER HANDHOLE
(E) WATER HANDHOLE
(E) WATER HANDHOLE
(E) MANHOLE (E) STORMDRAIN MANHOLE
(E)ELECTRICAL VAULT
(E) PGE VAULT(E) VAULT
(E) WATER VAULTS
(E) PGE VAULT
(E) SIGN (E) SIGN (E) SIGN (E) SIGN (E) SIGN
(E) PGE VAULT
(E) PGE VAULT
(E) SEWER
(E) PGE MANHOLE
(E) MANHOLE
(E) PACBELL MANHOLE
(E) DRAIN INLET
(E) VAULT
(E) WATER VAULT
(E) WATER HANDHOLE
(E) PGE VAULT
(E) VAULT
(E) PACBELL MANHOLE
(E) DRAIN INLET
(E) ELECTRICAL VAULT
(E) PGE VAULT
(E) COMM. VAULT
(E) MANHOLE
(E) HANDHOLE
(E) MANHOLE
(E) WATER HANDHOLE
(E) WATER HANDHOLE
(E) CENTERLINE MONUMENT
(E) HANDHOLE
(E) STORMDRAIN MANHOLE
(E) STORMDRAIN MANHOLE
(E) STORMDRAIN MANHOLE
(E) PGE VAULT
(E) STOP SIGN
(E) FIRE HYDRANT
(E) WATER HANDHOLE
(E) WATER HANDHOLE
(E) VAULT
(E) SIGN
(E) DRAIN INLET
(E) DRAIN INLET
(E) STORMDRAIN MANHOLE
(E) FIRE HYDRANT
(E) DRAIN INLET
(E) STOP SIGN
(E) DRAIN INLET
(E) DRAIN INLET
(E) STORMDRAIN MANHOLE
(E) STOP SIGN
(E) COMM. VAULT
(E) GAS VAULT
(E) WATE HANDHOLE
10 7
10 10 1
11 7
10 5 3 12 15 35 3 3 178 (E) MANHOLE > > > (P) FL
26' - 27' ± 26' - 27' ±
VARIES 52.5' TO 53.5' ±
C STREET
CL
12.0' 12.0' PARKING
LANE LANE
PARKING
2' CURB - SIDEWALK 2' CURB VARIES
0' - 2.5'
PLANTER · TAPER GRIND EDGES & IRREGULARITIES · PAVEMENT REPAIRS WHERE REQUIRED · LEVELING COURSE WHERE REQUIRED · PAVING FABRIC WITH OIL · 2" MINIMUM OVERLAY - 0' - 2.5' PLANTER SIDEWALK VARIES
11.5' - 13.5' ± 13' - 15' ±
11' ± 11' ±
OAK STREET (RODANTE WAY)
CROSS-SECTION
CL
22' ± · TAPER GRIND EDGES & IRREGULARITIES · PAVEMENT REPAIRS WHERE REQUIRED · LEVELING COURSE WHERE REQUIRED · PAVING FABRIC WITH OIL · 2" MINIMUM OVERLAY 60' 0 15'
1" = 30'
GRAPHIC SCALE
30' 60' 120'
OF SHEETS
SHEET
CITY OF MARYSVILLE
DRAWING No.
CHECKED BY:
DRAWN BY: STAFFDESIGN BY:
STAFF
DATE OF PLANS:
9 STAFF
09-24-26
JSMSTAFF 26-02
SB-1 DOWNTOWN PAVEMENT REHABILITATION
1204 ESTREET
MARYSVILLE,
CA 95901
(530) 742-6485
APPROVED:
CITY OF MARYSVILLE
5 A03
C STREET & OAK STREET (RODARTE WAY)
C STREET
OAK STREET (RENAMED TO OFFICER OSMAR RODARTE MEMORIAL WAY) 4TH STREET
SEE SHEET A01
4TH STREET
SEE SHEET A01
5TH STREET
SEE SHEET A02
5TH STREET
SEE SHEET A02
6TH STREET
SEE SHEET A02
6TH STREET
ALT 3
> > > OF SHEETS SHEET CITY OF MARYSVILLE DRAWING No. CHECKED BY: DRAWN BY: STAFF DESIGN BY: STAFF DATE OF PLANS: 9 STAFF 09-24-26 JSM STAFF 26-02 SB-1 DOWNTOWN PAVEMENT REHABILITATION 1204 ESTREET MARYSVILLE, CA 95901 (530) 742-6485 APPROVED: CITY OF MARYSVILLE 6 C-3 EROSION CONTROL 1" = 80' 0 40' 80' 160' 320' 4TH STREET 5TH STREET 6TH STREET
A STREET
C STREET
D STREET E STREET
F STREET
B STREET RAILROADCHESTNUT STREET
ELM STREET
OAK STREET HIGH STREET
RODANTE WAY
WILLOW STREET
! HAZARDOUS WASTE MANAGEMENT, WM-6 (ENTIRE SITE)
PROVIDE MEASURES SO THAT NO NON-STORM WATER DISCHARGES INTO THE CITY STORM WATER SYSTEM NOTES:
1.) CONTRACTOR SHALL KEEP THE SITE CLEAN UTILIZING "GOOD HOUSEKEEPING" PRACTICES DESCRIBED IN THE PROJECT "STORM WATER POLLUTION PREVENTION PLAN" (SWPPP) / PERMIT.
2.) CONCRETE WASTE SHALL NOT BE DISPOSED OF TO THE CITY STORM DRAIN SYSTEM AT ANY TIME. ALL CONCRETE
WASTE SHALL BE DISPOSED OF IN CONTRACTOR DESIGNATED CLEAN OUT AREAS AND IN CONFORMANCE WITH THE SWPPP. WASHED OUT CONCRETE SHALL BE ALLOWED TO DRY AND REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROPRIATE LOCATION.
3.) CONTRACTOR SHALL PROVIDE Q.S.D. / Q.S.P SERVICES / MONITORING AND REPORTING TO CHECK THE SITE ON A DAILY BASIS. THE REPRESENTATIVE SHALL CHECK ALL EROSION CONTROL DEVICES AFTER EACH RAIN EVENT AND PRIOR TO ANY FORECASTED RAIN. THE SITE EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN PLACE PRIOR TO OCTOBER 1 AND READY FOR ANY STORM DURING THE PROJECT.
4.) CONTRACTOR SHALL KEEP AN INSPECTION AND MAINTENANCE LOG IN ACCORDANCE WITH THE SWPPP / PERMIT.
5.) THIS EROSION CONTROL PLAN AND SWPPP SHALL BE KEPT ONSITE AT ALL TIMES DURING CONSTRUCTION.6.) THE STABILIZED CONSTRUCTION ENTRANCE(S) SHALL BE INSPECTED MONTHLY AND AFTER EACH RAINFALL.
GRAVEL MATERIAL SHALL BE REPLACED WITH 1" MIN - 3" MAX WASHED ROACK WHEN SURFACE VOIDS ARE VISIBLE.
7.) ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL THE DISTURBED AREAS ARE STABILIZED.
UNFORESEEN SITUATIONS MAY ARISE DURING CONSTRUCTION AND CHANGES TO THIS EROSION CONTROL PLAN SHALL BE MADE TO MEET THE FIELD CONDITIONS. THE CHANGES SHALL BE APPROVED IN ADVANCE OF BEING IMPLEMENTED BY THE CITY OF YUBA CITY.
8.) IN AREAS WHERE SOIL IS EXPOSED, PROMPT REPLANTING WITH NATIVE COMPATIBLE DROUGHT-RESISTANT VEGETATION SHALL BE PERFORMED. NO AREAS SHALL BE LEFT EXPOSED THROUGHOUT THE WINTER.
9.) TRACKED SEDIMENT FROM THE SITE SHALL BE CLEANED DAILY USING A STREET SWEEPER. ALL SOLID WASTE SHALL BE PICKED UP AND DISPOSED OF IN THE PROPER MANNER.
10.) WHEN WINDS EXCEED 20 MPH ALL GRADING OPERATIONS SHALL STOP.11.) AFTER THE FIRST STORM THE CONTRACTOR SHALL DETERMINE IF ADDITIONAL MEASURES ARE REQUIRED TO REDUCE SEDIMENT FROM LOT PADS AND SWALES.
12.) CONTRACTOR SHALL PROVIDE EROSION CONTROL BLANKETS IN SWALES AND ON SLOPES, ESPECIALLY NEAR GUTTERS AND INLETS.
13.) CONTRACTOR SHALL PROVIDE PROTECTION FOR AREAS OF DISTURBED SOIL TAKING INTO ACCOUNT SLOPE, AND PROXIMITY TO GUTTERS, INLETS, AND NATURAL DRAINAGE COURSES. 14) CONTRACTOR SHALL PROVIDE PROTECTION FOR STOCKPILED SOIL TAKING INTO ACCOUNT LOCATION OF PILES WITH RESPECT TO RUNOFF, DIVERSION OF RUNOFF AROUND PILES, TARPS, EROSION CONTROL BLANKETS AND
NETTING, STRAW PROTECTION, AND SEEDING (IF PILES WILL REMAIN FOR EXTENDED PERIODS, PERIMETER
WADDLES SHALL ALSO BE PROVIDED)
SAMPLE LOCATION
DUST CONTROL:
A) ALL GRADING OPERATIONS ON A PROJECT SHALL BE SUSPENDED WHEN WINDS EXCEED 20 MPH OR WHEN WINDS
CARRY DUST BEYOND THE PROPERTY LINE DESPITE IMPLEMENTATION OF ALL FEASIBLE DUST CONTROL MEASURES.
B) CONSTRUCTION SITES SHALL BE WATERED AS DIRECTED BY THE DEPARTMENT OF PUBLIC WORKS OR AIR QUALITY MANAGEMENT DISTRICT AND AS NECESSARY TO PREVENT FUGITIVE DUST IMPACTS.
C) AN OPERATIONAL WATER TRUCK SHOULD BE ONSITE AT ALL TIMES. APPLY WATER TO CONTROL DUST AS NEEDED TO PREVENT VISIBLE EMISSIONS VIOLATIONS AND OFFSITE DUST IMPACTS.
D) ONSITE DIRT PILES OR OTHER STOCKPILED PARTICULATE MATTER SHOULD BE COVERED, WIND BREAKS INSTALLED, AND WATER AND/OR SOIL STABILIZERS EMPLOYED TO REDUCE WIND BLOWN DUST EMISSIONS. INCORPORATE THE
USE OF APPROVED NON-TOXIC SOIL STABILIZERS ACCORDING TO MANUFACTURER'S SPECIFICATIONS TO ALL ACTIVE CONSTRUCTION AREAS.
E) ALL TRANSFER PROCESSES INVOLVING A FREE FALL OF SOIL OR OTHER PARTICULATE MATTER SHALL BE OPERATED IN SUCH A MANNER AS TO MINIMIZE THE FREE FALL DISTANCE AND FUGITIVE DUST EMISSIONS.
F) APPLY APPROVED CHEMICAL SOIL STABILIZERS ACCORDING TO THE MANUFACTURERS' SPECIFICATIONS, TO ALL-INACTIVE CONSTRUCTION ARE (PREVIOUSLY GRADED AREAS THAT REMAIN INACTIVE FOR 96 HOURS) INCLUDING UNPAVED ROADS AND EMPLOYEE/EQUIPMENT PARKING AREAS.
G) TO PREVENT TRACK-OUT, WHEEL WASHERS SHALL BE INSTALLED WHERE PROJECT VEHICLES AND/OR EQUIPMENT EXIT ONTO PAVED STREETS FROM UNPAVED ROADS. VEHICLES AND/OR EQUIPMENT SHALL BE WASHED PRIOR TOEACH TRIP. ALTERNATIVELY, A GRAVEL BED MAY BE INSTALLED AS APPROPRIATE AT VEHICLE/EQUIPMENT SITEEXIT POINTS TO EFFECTIVELY REMOVE SOIL BUILDUP ON TIRES AND TRACKS TO PREVENT/DIMINISH TRACK-OUT.
H) PAVED STREETS SHALL BE SWEPT FREQUENTLY (WATER SWEEPER WITH RECLAIMED WATER RECOMMENDED; WET BROOM) IF SOIL MATERIAL HAS BEEN CARRIED ONTO ADJACENT PAVED, PUBLIC THOROUGHFARES FROM THEPROJECT SITE. HOWEVER, DO NOT WASH SEDIMENT OR DIRT LADEN WATER INTO THE STORM SYSTEM.
I) PROVIDE TEMPORARY TRAFFIC CONTROL AS NEEDED DURING ALL PHASES OF CONSTRUCTION TO IMPROVE
TRAFFIC FLOW, AS DEEMED APPROPRIATE BY THE DEPARTMENT OF PUBLIC WORKS AND/OR CALTRANS AND TO REDUCE VEHICLE DUST EMISSIONS. AN EFFECTIVE MEASURE IS TO ENFORCE VEHICLE TRAFFIC SPEEDS AT ORBELOW 15 MPH.
J) REDUCE TRAFFIC SPEEDS ON UNPAVED SURFACES TO 15 MPH MORE OR LESS AND REDUCE UNNECESSARY VEHICLE TRAFFIC BY RESTRICTING ACCESS. PROVIDE APPROPRIATE TRAINING, ONSITE ENFORCEMENT, AND SIGNAGE.
K) REESTABLISH GROUND COVER ON THE CONSTRUCTION SITE AS SOON AS POSSIBLE AND PRIOR TO FINAL OCCUPANCY, THROUGH SEEDING AND WATERING.
L) OPEN BURNING IS YET ANOTHER SOURCE OF FUGITIVE GAS AND PARTICULATE EMISSIONS AND SHALL BE PROHIBITED AT THE PROJECT SITE. NO OPEN BURNING OF VEGETATIVE WASTE (NATURAL PLANT GROWTH WASTES) OR OTHER ILLEGAL BURN MATERIALS (TRASH, DEMOLITION DEBRIS, ETC.) MAY BE CONDUCTED AT THE PROJECT SITE. VEGETATIVE WASTES SHOULD BE CHIPPED COMPOSTED, OR USED FOR FIREWOOD. IT IS UNLAWFUL TO HAUL WASTE MATERIALS OFFSITE FOR DISPOSAL BY OPEN BURNING.
STORM DRAIN INLET PROTECTION , SC-10
SILT FENCE, SC-1STABILIZED CONSTRUCTION ENTRANCE, TC-1
LEGEND
FIBER ROLL, SC-5
CWM
CWM
STREET SWEEPING AND VACUUMING, SC-7CONCRETE WASTE MANAGEMENT, WM-8 MATERIAL DELIVERY AND STORAGE , WM-1MATERIAL USE, WM-2 (ENTIRE PROJECT) STOCKPILE MANAGEMENT , WM-3SOLID WASTE MANAGEMENT, WM-5 MS
MU
CS
CS
SWM
PEV PRESERVATION OF EXISTING VEGETATION, SS-2
PEV
VEHICLE & EQUIPMENT FUELING, CLEANING , AND
MAINTENANCE NS-8, NS-9, NS-10
VEF
VEF
QUALITY HANDBOOK 2011
DETAILS NOTED IN PARENTHESIS CAN BE FOUND IN THE
PROJECT SWPPP OR THE CALTRANS STORM WATER
CURB & GUTTER- ROLL, 6" BARRIER, & 8" BARRIER
STANDARD DETAIL 101 APPROVED DATE
DATE REVISIONS BY
CITY OF MARYSVILLE
PUBLIC WORKS DEPARTMENT
6" CURB & DIKE
STANDARD DETAIL 101A APPROVED DATE
DATE REVISIONS BY
CITY OF MARYSVILLE
PUBLIC WORKS DEPARTMENT
CROSS GUTTER & CURB TRANSITION
STANDARD DETAIL 102 APPROVED DATE
DATE REVISIONS BY
CITY OF MARYSVILLE
PUBLIC WORKS DEPARTMENT
SIDEWALK
STANDARD DETAIL 103 APPROVED DATE
DATE REVISIONS BY
CITY OF MARYSVILLE
PUBLIC WORKS DEPARTMENT
STANDARD DRIVEWAY
STANDARD DETAIL 104 APPROVED DATE
DATE REVISIONS BY
CITY OF MARYSVILLE
PUBLIC WORKS DEPARTMENT
COMMERCIAL DRIVEWAY
STANDARD DETAIL 105 APPROVED DATE
DATE REVISIONS BY
CITY OF MARYSVILLE
PUBLIC WORKS DEPARTMENT
MONUMENT WELL
STANDARD DETAIL 107 APPROVED DATE
DATE REVISIONS BY
CITY OF MARYSVILLE
PUBLIC WORKS DEPARTMENT
STREET SIGNS
STANDARD DETAIL 109 APPROVED DATE
DATE REVISIONS BY
CITY OF MARYSVILLE
PUBLIC WORKS DEPARTMENT
STOP BAR PLACEMENT
STANDARD DETAIL 110 APPROVED DATE
DATE REVISIONS BY
CITY OF MARYSVILLE
PUBLIC WORKS DEPARTMENT
ALTERNATE DRIVEWAY
STANDARD DETAIL 111 APPROVED DATE
DATE REVISIONS BY
CITY OF MARYSVILLE
PUBLIC WORKS DEPARTMENT
DROP INLET GRATE ASSEMBLY
STANDARD DETAIL 304 APPROVED DATE
DATE REVISIONS BY
CITY OF MARYSVILLE
PUBLIC WORKS DEPARTMENT
MANHOLE FRAME & GRATE
STANDARD DETAIL 307 APPROVED DATE
DATE REVISIONS BY
CITY OF MARYSVILLE
PUBLIC WORKS DEPARTMENT
UNDER SIDEWALK DRAIN
STANDARD DETAIL 308 APPROVED DATE
DATE REVISIONS BY
CITY OF MARYSVILLE
PUBLIC WORKS DEPARTMENT
TRENCH BACKFILL
STANDARD DETAIL 501 APPROVED DATE
DATE REVISIONS BY
CITY OF MARYSVILLE
PUBLIC WORKS DEPARTMENT
SURFACE RESTORATION
STANDARD DETAIL 502 APPROVED DATE
DATE REVISIONS BY
CITY OF MARYSVILLE
PUBLIC WORKS DEPARTMENT
OF SHEETS
SHEET
CITY OF MARYSVILLE
DRAWING No.
CHECKED BY:
DRAWN BY: STAFFDESIGN BY:
STAFF
DATE OF PLANS:
9 STAFF
09-24-26
JSMSTAFF 26-02
SB-1 DOWNTOWN PAVEMENT REHABILITATION
1204 ESTREET
MARYSVILLE,
CA 95901(530) 742-6485
APPROVED:
CITY OF MARYSVILLE
7 C-4
CITY DETAILS 01
OF SHEETS
SHEET
CITY OF MARYSVILLE
DRAWING No.
CHECKED BY:
DRAWN BY: STAFFDESIGN BY:
STAFF
DATE OF PLANS:
9 STAFF
09-24-26
JSMSTAFF 26-02
SB-1 DOWNTOWN PAVEMENT REHABILITATION
1204 ESTREET
MARYSVILLE,
CA 95901(530) 742-6485
APPROVED:
CITY OF MARYSVILLE
8 C-5
CITY DETAILS 02