Attach 5 - Ellis Lake Park Enhancement Project - 25-10 - Plans — Marysville City Council, September 1, 2026

InG SM
01 C01

COVER SHEET

OF SHEETS
SHEET
CITY of MARYSVILLE
DRAWING No.

CHECKED BY:

DRAWN BY:DESIGN BY:

STAFF
DATE OF PLANS:
27 VAK
06/23/2026
JSM
1204 ESTREET STAFF 2025-10 MARYSVILLE,
CA 95901
(530) 742-6485
APPROVED:

CITY OF MARYSVILLE

ELLIS LAKE PARK ENHANCEMENT PROJECT

BID DOCUMENTSLOCATION 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 BY CITY OF MARYSVILLE COUNCIL
DATE:

MAGGIE SANCHEZ

CITY CLERKCITY OF MARYSVILLE
DESIGNED BY:

JOHN MALLEN, P.E., P.L.S.

MHM INCORPORATEDRCE 62315 EXP 09-30-27
APPROVED BY: DATE:

JERAMY CHAPDELAINE

PUBLIC WORKS DIRECTOR

CITY OF MARYSVILLE

PLANS FOR

ELLIS LAKE PARK ENHANCEMENT PROJECT
CITY CONTRACT NO. 25-10
CLEAN CALIFORNIA GRANT CCL-5009-034
1" = 250'

PROJECT LOCATION MAP
0 125' 250' 500' 1000'
NO.DRAWING
C-1C-2C-3
A01A02A03A04A05
X01X02X03X04
C-4C-5C-6
L0.1L1.1-1.3L1.4-L1.6L2.0L2.1-L2.3L2.4

DRAWING TITLE
1 2
3 4
5 6
789
1011121314151617-19
20-222324-2627

INDEX OF SHEETS
NO.SHEET

TITLE SHEET

LOCATION AND PROJECT CONTROL MAPDEMOLITION AND ALIGNMENTS PLAN STA 10+00 - 16+10 AREA PLAN AND PROFILESTA 16+10 - 25+50 AREA PLAN AND PROFILESTA 25+50 - 32+60 AREA PLAN AND PROFILE

GAZEBO ISLAND - BRIDGE LAYOUT
11TH STREET PARK LAYOUT
CROSS SECTIONS STA 10+00 - 17+00CROSS SECTIONS STA 17+50 - 23+50CROSS SECTIONS STA 24+00 - 29+00CROSS SECTIONS STA 29+50 - 32+50

EROSION CONTROL SHEETBOARDWALK CONSTRUCTION DETAILSMISCELLANEOUS CONSTRUCTION DETAILSLANDSCAPE COVER SHEETLANDSCAPE LAYOUT PLANSLANDSCAPE CONSTRUCTION DETAILSPLANTING & IRRIGATION NOTESPLANTING & IRRIGATION RESTORATION PLANSPLANTING & IRRIGATION DETAILS 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 FLIGHT

SERVICE STATION BUILDING AT YUBA COUNTY AIRPORT, SET FLUSH WITH CONCRETE 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 95901PHONE: (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

E STREET D STREET
C STREET B STREET / SR70

ROADROAD
14TH STREET
13TH STREET
12TH STREET
11TH STREET
10TH STREET
9TH STREET
10TH STREET
12TH STREET

PROJECT AREA

3. PROJECT LANDSCAPE ARCHITECT:

ROACH & CAMPBELL
947 ENTERPRISE DRIVE LOFT BSACRAMENTO, CALIFORNIA 95825 PHONE: (916) 827-4020
6/23/26
1 63.97

PUNCH ON BRASS DISK

61.65 MAG / SHINER
30 56.58

SET RBR/CAP
44 57.40

SET MAG
31 57.03

SET RBR/CAP
3357.97SET RBR/CAP
37 56.81
SET 60D

OE OE OE OE OE OE OE OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
InGSM
02 C02

LOCATION AND PROJECT CONTROL MAP
120' 0 30' 60' 120' 240'
1" = 60'

GRAPHIC SCALE

OF SHEETS
SHEET
CITY of MARYSVILLE
DRAWING No.

CHECKED BY:

DRAWN BY:DESIGN BY:

STAFF
DATE OF PLANS:
27 VAK
06/23/2026
JSM
1204 ESTREET STAFF 2025-10 MARYSVILLE,
CA 95901
(530) 742-6485
APPROVED:

CITY OF MARYSVILLE

ELLIS LAKE PARK ENHANCEMENT PROJECT

BID DOCUMENTS
B STREET / SR70
10TH STREET
12TH STREET
14TH STREET

D STREET
12TH STREET
13TH STREET
SEE SHEET A01
SEE SHEET A02
SEE SHEET A03
SEE SHEET A04

CROSS-SECTION
SEE SHEET X01

CROSS-SECTION
SEE SHEET X02

CROSS-SECTION
SEE SHEET X03 CROSS-SECTION
SEE SHEET X04

C STREET
10TH STREET 11TH STREET
SEE SHEET A05
(E) LIGHT POLE
(E) LIGHT POLE
(E) LIGHT POLE

RELOCATE
(E) LIGHT POLE

RELOCATE (E) LIGHT POLE
(E) LIGHT POLE

RELOCATE
(E) LIGHT POLE
(E) ELECTRICAL VAULT (E) ELECTRICAL VAULT
(E) LIGHT POLE (E) LIGHT POLE
(E) ELECTRICAL VAULT
(E) ELECTRICAL VAULT
(E) ELECTRICAL VAULT
(E) ELECTRICAL VAULT
(E) ELECTRICAL VAULT N64° 19' 51"W 9.08C1 C2 C3 C4 N2° 57' 54"W 58.45 N1° 53' 51"W 5.97C5 N7° 48' 03"W 152.96 N6° 46' 34"W 142.10 N4° 46' 26"W 177.44 C6 C7 C8
N16° 48' 00"E 47.43 C9 N6° 37' 05"W
127.72
N6° 52' 35"W
144.82
N8° 36' 21"W

70.64 N8° 30' 30"W

X X X X X X X X
(E) DRINKING FOUNTAIN - REMOVE
(E) LIGHT POLE

RELOCATE
(E) ELECTRICAL VAULT
(E) LIGHT POLE RELOCATE
(E) LIGHT POLE RELOCATE
(E) UNDERGROUND STORM DRAIN OUTFALL STRUCTURE
(E) PARK BENCH REMOVE
(E) PARK BENCH (E) PARK BENCH
N8° 36' 21"W

70.64 N8° 30' 30"W

4.20 C10
N18° 39' 41"W 82.71
C11 N12° 20' 49"W 41.66
C12
N57° 39' 16"W 32.80
C13
X
X
W
(E) LIGHT POLE
(E) LIGHT POLE (E) LIGHT POLE
(E) LIGHT POLE RELOCATE
(E) LIGHT POLE
(E) LIGHT POLE
(E) UNDERGROUND STORM DRAIN OUTFALL STRUCTURE
(E) PARK BENCH REMOVE
(E) PARK BENCH
(E) PARK BENCH
(E) DRINKING FOUNTAIN
(E) PARK BENCH
N12° 20' 49"W 41.66
C12
N57° 39' 16"W 32.80
C13
N87° 02' 50"W

61.73 C14
S76° 23' 34"W

90.78 C15
C16 S83° 38' 48"W

46.19 S82° 20' 47"W

36.15 N78° 19' 22"W 23.40 S83° 53' 11"W 59.84 S84° 48' 25"W 48.46 S83° 37' 49"W 146.35 X
X
X
x
x
X
X X X
Curve Table
Curve #
C1
C2C3C4
C5
C6C7C8C9
C10
C11
C12C13C14C15C16
Length

5.250

46.258

16.603

23.799

10.303

34.054
163.513

26.465

15.778

21.098

11.022

82.240

41.040

28.82771.41833.735
Radius

5.000
205.086

60.00050.000
100.000

80.000
332.071
100.000

25.000
120.000

90.294
104.000

80.000
100.000

96.00054.002
Delta
060°09'39"012°55'24"015°51'18"027°16'16"005°54'11"024°23'23"028°12'46"015°09'47"036°09'34"010°04'24"006°59'39"045°18'27"029°23'34"016°31'00"042°37'29"035°47'33" W
W
W

W W W W W
W
W
W
W
W
W
W
W
W
W
W
W
W

OE OE OE OE OE OE OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
(E) PARK BENCHES
(E) PARK BENCH
(E) GAZEBO
(E) PARK BENCH
(E) PUMP HOUSE
(E) PARK BENCH
(E) PARK BENCH
(E) PARK BENCH
(E) PARK BENCH
(E) LIGHT POLE
(E) LIGHT POLE
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
(E) LIGHT POLE
(E) LIGHT POLE
(E) LIGHT POLE
(E) LIGHT POLE
(E) LIGHT POLE
(E) LIGHT POLE
(E) GAZEBO (E) MEMORIAL
(E) ELECTRICAL VAULT
(E) ELECTRICAL VAULT
(E) LIGHT POLE
(E) BRIDGE - REMOVE
03 C03

DEMOLITION AND ALIGNMENTS PLAN
80' 0 20' 40' 80' 160'
1" = 40'

GRAPHIC SCALE

OF SHEETS
SHEET
CITY of MARYSVILLE
DRAWING No.

CHECKED BY:

DRAWN BY:DESIGN BY:

STAFF
DATE OF PLANS:
27 VAK
06/23/2026
JSM
1204 ESTREET STAFF 2025-10 MARYSVILLE,
CA 95901
(530) 742-6485
APPROVED:

CITY OF MARYSVILLE

ELLIS LAKE PARK ENHANCEMENT PROJECT

BID DOCUMENTS
12TH STREET 11TH STREET
MATCHLINE A1

SEE THIS SHEET
MATCHLINE A1
SEE THIS SHEET MATCHLINE A2 SEE THIS SHEET MATCHLINE A2 SEE THIS SHEET LEGEND

EXISTING CONCRETE AREA REMOVALEXISTING TREE REMOVAL X
< SD < SD < SD < SD < SD < SD
< SD
< SD
< SD
< SD
< SD
< SD
10+00
11+00
12+00 13+00 14+00 15+00
16+00 BP: 10+00.00 PC: 10+09.08 Mid: 10+11.71
PRC: 10+14.33
Mid: 10+37.46 PCC: 10+60.59 Mid: 10+68.89 PRC: 10+77.19 Mid: 10+89.09 PT: 11+00.99
PI: 11+59.44 PC: 11+60.74 Mid: 11+62.80 PT: 11+64.85
PI: 11+80.69
PI: 13+28.67
PI: 15+03.86 56.55

61.33 61.33

60.83 60.83 6.8%

60.81 60.72

60.72 60.77

1.0%

4.2%

58.41 58.57

4.6%

5.0%

57.58 57.74 5.0%

5.0%

56.39 56.37

56.69 2.0%

2.0%

55.39 55.53 56.11 2.0%

55.79 55.17

2.0%

55.00 55.22

0.42%

54.65 54.87 2.0%

2.0%

2.0% 56.00

55.78 0.78%

55.77 55.55

2.0%

0.78%

1.0%

56.78 2.0% 57.00

0.87%
GB
GB
GB
GB
GB
GB
GB
GB
GB GB 55.22

55.00 55.25

55.03 SEE SHEET X01 FOR

CROSS-SECTION DETAILS CROSS-

2.0%

2.0%
GRADE BREAK STA = 10+00.23
ELEV = 61.330
WATER LEVEL ~ 53.3±
SECTION A-A STA 10+50

EXISTING WALKWAY EXISTING GRADE
SEE DETAIL A2 FOR

MORE INFOMATION
8'

SIDEWALK
18" X 8" DEEPENED EDGE WITH #4
REBAR 16" O.C. - BOTH SIDES
4" CONCRETEW W/ #4 REBAR
@ 16" O.C. OVER 4" AB

EXISTING COBBLE FACE
2% MAX
WATER LEVEL ~ 53.3±
SECTION B-B STA 11+50

EXISTING GRADE
16'

SIDEWALK
4" CONCRETE ON
DOWELED EDGE WITH #4
REBAR 12" O.C.

AVOID STORM DRAIN

EXISTING WALKWAY

EXISTING COBBLE FACE
WATER LEVEL ~ 53.3±
SECTION C-C STA 12+00
14" MIN.
9" X 10" PERMATRACK BEAM

STONE WITH FILTER FABRIC

5.5" INCH THICK PERMATRAK

TREAD & CURB

EXISTING
GRADE

RAILING
ENCASE
SEE DETAIL A1 STORM DRAIN

FOR MORE

INFOMATION

EXISTING COBBLE FACE
REMOVE EXISTING WALKWAY 2%

BOARDWALK
11'
3' X 5' X13' BLOCK FOOTING
SECTION D-D STA 13+00
WATER LEVEL ~ 53.3±

EXISTING
GRADE
2%

BOARDWALK
14" MIN.
9" X 10" PERMATRACK BEAM

STONE WITH FILTER FABRIC

5.5" INCH THICK PERMATRAK TREAD & CURB RAILING
SEE
DETAIL A1

FOR MORE

INFOMATION
11'

EXISTING COBBLE FACE

REMOVE EXISTING WALKWAY
3' X 5' X13' BLOCK FOOTING
0 1" = 20'

GRAPHIC SCALE
04 A01
40' 10' 20' 40' 80' STA 10+00 - 16+10 AREA PLAN AND PROFILE

OF SHEETS
SHEET
CITY of MARYSVILLE
DRAWING No.

CHECKED BY:

DRAWN BY:DESIGN BY:

STAFF
DATE OF PLANS:
27 VAK
06/23/2026
JSM
1204 ESTREET STAFF 2025-10 MARYSVILLE,
CA 95901
(530) 742-6485
APPROVED:

CITY OF MARYSVILLE

ELLIS LAKE PARK ENHANCEMENT PROJECT

BID DOCUMENTS
5856545260
12+00 13+00
62 585654526062
RT

PROP PROP
LT

EXIST CL
RT

PROP PROP
LT
EXIST CL 10+00 11+00 14+00 15+00 16+00HORIZONTAL 1" = 20' VERTICAL 1" = 2'

61.33 61.33

60.81 60.71

60.72 58.57

57.74 56.55

56.69 56.39

56.37 56.11 55.79

55.17 55.53

55.39 55.36

55.32 55.22

55.22 55.22

55.77 56.00

57.00 BEGIN STA 10+00
STA 10+60.59

PCC / GB
STA 10+14.33 PRC / GB
STA 10+00 PC/GB
STA 10+77.19

PRC / GB
STA 11+00.99 PT / GB
END 8' SIDEWALK
BEGIN 16' WIDE CONC
STA 11+30.2
GB
STA 11+59.44 PT / GB
END 16' CONC / BEGIN 8' SIDEWALK
STA 11+65.41 PC
STA 11+75.72 PT
STA 12+00
GB
STA 13+28.68
PI
STA 14+00
GB
STA 14+70.78
PI
STA 15+00
GB
STA 16+00
GB

4.6% 5.0%5.0%

5.0% 2.0% 2.0% 0.42% 0.0% 0.0% 0.78% 0.78%

54.89 60.10

54.89 54.46

53.59 53.09

53.29 54.35
WATER LEVEL = ~53.3' ±
MATCHLINE 1
SEE SHEET A02
B STREET / SR 70
10TH STREET

EXISTING CL GRADE
(P) RT
(P) LT
HP
HP
LP
LP
LP
LP
2%

BOARDWALK
WATER LEVEL ~ 53.3±

EXISTING CONCRETED COBBLE
11'
15" 14" MIN.

TYPICAL BOARDWALK DETAIL A1

NOT TO SCALE
9" X 10" PERMATRACK BEAM

3.5' 1.5'

EXISTING GRADE
1" X STONE WITH

FILTER FABRIC
3' X 5' X13' BLOCK FOOTING
2%

SIDEWALK
WATER LEVEL ~ 53.3±
4 1
4 1
4" CONCRETE ON 4" AB
8'
TYPICAL SIDEWALK DETAIL A2

NOT TO SCALE
18" X 8" DEEPENED EDGE
WITH #4 REBAR 16" O.C.

EXISTING CONCRETED
COBBLE
STA 11+80
BEGIN 11' BOARDWALK
2%

SIDEWALK
WATER LEVEL ~ 53.3±
4 1

EXISTING GRADE
4" CONCRETE W #4 REBAR @ 16" O.C. OVER 4" AB
8'
DEEPEND EDGE SIDEWALK DETAIL A3

NOT TO SCALE
18" X 8" DEEPENED EDGE
WITH #4 REBAR 16" O.C.
18" X 8" DEEPENED EDGE
WITH #4 REBAR 16" O.C.

EXISTING CONCRETED COBBLE
CC
B
B
A
A
DD
(P) 14"-18" CUT BELOW

BOARDWALK AND BACKFILL

WITH STONE AND FILTER
FABRIC
< SD
< SD < SD < SD < SD < SD < SD < SD < SD < SD < SD < SD < SD < SD 16+00
17+00
18+00
19+00
20+00 21+00 22+00
PI: 16+47.03 PC: 16+48.16
Mid: 16+65.19
PRC: 16+82.21
Mid: 17+63.97
PCC: 18+45.73
Mid: 18+58.96
PT: 18+72.19
PC: 19+19.62 Mid: 19+27.51 PRC: 19+35.40
Mid: 19+44.28
PT: 19+53.16
PI: 20+80.89

56.78 PI: 22+25.70

2.0%

57.00 0.87%

56.40 56.37

56.5956.56

2.0%

56.40 56.56

56.44 56.60

56.49 56.65

56.51 56.67

0.25%

2.0%
GB
GB
GB

57.75 57.50

57.55 57.30

2.0%

57.00 56.80

56.45 56.02

56.29 55.86
GB
GB

56.08 55.92

56.05 56.18

2.0%

56.67 56.51

2.0%
GB

56.47 1.3%

56.31 56.18

56.02 2.9%

1.9%

56.52 2.9%

1.6%

56.61 56.45

56.45 56.29

56.29 56.13

56.11 55.95

55.9355.77

2.0%

55.74 GB

55.96 57.50

57.28 GB

2.0% 0.78%

56.9656.74

0.89%

56.82 56.66

2.0%
SEE SHEET X01 FOR

CROSS-SECTION DETAILS
SEE SHEET X02 FOR

CROSS-SECTION DETAILS
< SD
< SD
< SD
< SD
< SD
< SD
< SD
23+00 24+00
25+00
PI: 22+25.70
PI: 22+96.34 PC: 23+00.54
Mid: 23+11.09
PT: 23+21.64
PC: 24+04.34
Mid: 24+09.85
PT: 24+15.36
PC: 24+57.02
Mid: 24+98.14
PT: 25+39.26

56.00 56.16 56.19

55.97 0.89%

56.82 56.66
GB

57.65 57.49

0.59%

56.02 56.18

56.09 56.25

56.31 56.15

56.80 56.64

56.67 56.83

56.86 56.70

56.95 57.11

57.35 57.19

57.43 57.59
GB

2.0%

57.37 57.42

47.26 57.21

0.40%

57.56 SEE SHEET X03 FORCROSS-SECTION DETAILS
SEE SHEET X02 FOR

CROSS-SECTION DETAILS
< SD
< SD
25+00
PC: 24+57.02
Mid: 24+98.14
PT: 25+39.26
PC: 25+72.06

57.65 57.49

0.59%

56.95 57.11

57.35 57.19

57.43 57.59
GB

2.0%

57.37 47.26

57.42 57.21

61.00 61.05

60.64 60.64

2.0%

1.4%

2.0%

1.5%

60.2560.25 5.3% 5.3%

0.40%
WATER LEVEL ~ 53.3±
2%
SECTION E-E STA 17+50

EXISTING GRADE

SEE DETAIL
A3 FOR MORE

INFOMATION
8'

SIDEWALK
18" X 8" DEEPENED EDGE WITH #4
REBAR 16" O.C. - BOTH SIDES
4" CONCRETEW W/ #4 REBAR
@ 16" O.C. OVER 4" AB

EXISTING COBBLE FACE

REMOVE EXISTING WALKWAY
WATER LEVEL ~ 53.3±
SECTION F-F STA 21+00

EXISTING GRADE
2%

3.5' 1.5'
14" MIN.

STONE WITH FILTER
FABRIC

5.5" INCH THICK PERMATRAK

TREAD & CURB

RAILING
SEE DETAIL A1 FOR

MORE INFOMATION

EXISTING COBBLE FACE

REMOVE EXISTING WALKWAY
9" X 10" PERMATRACK BEAM
11' BOARDWALK
3' X 5' X13' BLOCK FOOTING
2%
WATER LEVEL ~ 53.3±
SECTION G-G STA 24+00
SEE DETAIL A2 FOR MORE

INFOMATION
8' SIDEWALK

EXISTING COBBLE FACE
REMOVE EXISTING WALKWAY 18" X 8" DEEPENED EDGE WITH #4 REBAR 16" O.C. - BOTH SIDES 4" CONCRETEW W/ #4 REBAR
@ 16" O.C. OVER 4" AB

SIDEWALK
8'

EXISTING GRADE

SECTION L-L

SIDEWALK
8'

EXISTING GRADE
SECTION M-M 05 A02
STA 16+10 - 25+50 AREA PLAN AND PROFILE
40' 10' 20' 40' 80'
19+00
565452
RT

PROP PROP
LT
EXIST
CL
RT

PROP PROP
LT
EXIST
CL 17+00 20+00 21+00 22+00 HORIZONTAL 1" = 20' VERTICAL 1" = 2' 0 1" = 20'

GRAPHIC SCALE

OF SHEETS
SHEET
CITY of MARYSVILLE
DRAWING No.

CHECKED BY:

DRAWN BY:DESIGN BY:

STAFF
DATE OF PLANS:
27 VAK
06/23/2026
JSM
1204 ESTREET STAFF 2025-10 MARYSVILLE,
CA 95901
(530) 742-6485
APPROVED:

CITY OF MARYSVILLE

ELLIS LAKE PARK ENHANCEMENT PROJECT

BID DOCUMENTS
565452
18+00
25+00
585654
RT

PROP PROP
LT
EXIST
CL
RT

PROP PROP
LT
EXIST
CL 23+00 26+00 HORIZONTAL 1" = 20' VERTICAL 1" = 2' 585654 24+00 58 58

56.59 56.56

56.56 56.40

56.37 56.65

56.67 56.67

56.18 55.92

55.98 56.18

56.21 56.45

57.00 56.61

56.29 55.93

55.96 55.77

55.74 56.96

57.50 56.82
STA 16+46.09 GB
END 11' BOARDWALK
START 8' SW
STA 16+48.22 PC
STA 16+82.27
PRC
STA 17+00
GB
STA 17+64.03

MID CURVE
STA 18+00
GB
STA 18+11.11

GB / RT SW INT
STA 18+25.94

RT SW INT
STA 18+45.79 GB / PCC
STA 18+49.31 RT SW INT
STA 18+59.02 MID CURVE
STA 18+59.90 RT SW INT
STA 18+72.25
PT
STA 19+00
GB
STA 19+19.68
PC
STA 19+35.45
PRC
STA 19+53.22 GB
END 8' SW
START 11' BOARDWALK
STA 20+80.94
PI
STA 21+50
GB
STA 22+25.75
PI

56.82 56.19

56.16 56.18

55.97 56.00

56.31 56.80

56.86 57.11

57.35 57.37

57.42 57.59

57.65 0.87% 0.25% 0.0% 1.5% 1.3% 2.0% 2.0% 0.78% 0.89%
STA 22+25.75
PI
STA 22+96.4 GB
END 11' BOARDWALK
START 8' SW
STA 23+00.60 PC
STA 23+21.7
PT
STA 24+04.4
PC
STA 24+15.42
PT
STA 24+57.08
PC
STA 24+98.2 MID CURVE
STA 25+03.71 RT SW INT
STA 25+11.72 RT SW INT
STA 25+39.32
PT
STA 25+50
GB

0.89% 0.59% 0.59% 0.59% 0.40%

56.57 56.70

55.98 56.19

55.58 56.18

55.85 56.22

56.19 54.91

55.32 56.73

56.60 56.67

57.41 57.37
WATER LEVEL = ~53.3' ±
WATER LEVEL = ~53.3' ±
MATCHLINE 1
SEE SHEET A01
B STREET / SR 70
MATCHLINE 2

SEE THIS SHEET
MATCHLINE 2 SEE THIS SHEET
MATCHLINE 3 SEE THIS SHEET
MATCHLINE 4 SEE SHEET A03
MATCHLINE 3

SEE THIS SHEET
B STREET / SR 70
B STREET / SR 70
14TH STREET
STREET
14TH

EXISTING CL GRADE

EXISTING CL GRADE
(P) RT
(P) RT
(P) LT
(P) LT
LP
LP
LP LP
LP
LP
LP
LP
HP
HP
HP
HP
HP
HP
HP
HP
2%

BOARDWALK
WATER LEVEL ~ 53.3±

EXISTING CONCRETED COBBLE
11'
15" 14" MIN.

TYPICAL BOARDWALK DETAIL A1

NOT TO SCALE
9" X 10" PERMATRACK BEAM

3.5' 1.5'

EXISTING GRADE
1" X STONE WITH

FILTER FABRIC
3' X 5' X13' BLOCK FOOTING
2%

SIDEWALK
WATER LEVEL ~ 53.3±
4 1
4 1
4" CONCRETE ON 4" AB
8'
TYPICAL SIDEWALK DETAIL A2

NOT TO SCALE
18" X 8" DEEPENED EDGE
WITH #4 REBAR 16" O.C.

EXISTING CONCRETED
COBBLE
2%

SIDEWALK
WATER LEVEL ~ 53.3±
4 1

EXISTING GRADE
4" CONCRETE W #4 REBAR @ 16" O.C. OVER 4" AB
8'
DEEPEND EDGE SIDEWALK DETAIL A3

NOT TO SCALE
18" X 8" DEEPENED EDGE
WITH #4 REBAR 16" O.C.
18" X 8" DEEPENED EDGE
WITH #4 REBAR 16" O.C.

EXISTING CONCRETED COBBLE
E
E
FF
GG
L
L
MM
(P) 14"-18" CUT BELOW BOARDWALK AND BACKFILL WITH STONE AND FILTER FABRIC (P) 14"-18" CUT BELOW BOARDWALK AND BACKFILL WITH STONE AND FILTER FABRIC (P) 14"-18" CUT BELOW BOARDWALK AND BACKFILL WITH STONE AND FILTER FABRIC < SD
< SD
26+00
27+00
28+00
29+00
30+00 31+00
PC: 25+72.06
Mid: 25+92.58
PT: 26+13.10
PC: 26+74.84
Mid: 26+89.25
PT: 27+03.67
PC: 27+94.44
Mid: 28+30.15
PRC: 28+65.86
Mid: 28+82.73
PT: 28+99.60
PI: 29+45.79
PI: 29+81.94
PI: 30+05.34
PI: 30+65.18
PI: 31+13.64

57.65 57.59

57.49 GB

2.0%

57.40 57.24

2.0%

0.40%
GB

57.56 57.40

55.46 55.62

1.8%
GB

55.74 2.0%

55.58 56.26

56.10 55.74

55.59 55.40

60.30 60.14

2.0%
GB

2.0%

57.31 58.02

58.74 59.52
GB

2.0%

4.6%

57.15 57.86

58.58 59.36

63.00 63.16

2.7% GB

2.0%

61.55 62.52

61.40 60.88 1.0%

60.97 8.3%

61.39 62.36

63.95 63.79 GB

1.8%

2.0% 0.30%

63.49 63.33

62.05 61.89

3.0%
GB
SEE SHEET X04 FORCROSS-SECTION DETAILS
SEE SHEET X03 FOR

CROSS-SECTION DETAILS
SEE SHEET X04 FOR

CROSS-SECTION DETAIL
< SD < SD
< SD < SD 31+00 32+00 32+60
PI: 30+65.18
PI: 31+13.64
EP: 32+59.99

63.95 63.79 GB

1.8%

2.0%

61.80 61.64

0.30%

2.0%

63.49 63.33

62.05 61.89

62.20 62.04

0.56%

61.68 61.84 3.0%
GB

55.80 55.75

55.68 55.65

62.30 62.20

61.78 2.0%
GB
GB
SEE SHEET X04 FOR

CROSS-SECTION DETAILS
GRADE BREAK STA = 32+59.99
ELEV = 62.007
W
(E) LIGHT POLE
(E) ELECTRICAL VAULT

2.7%

61.55 62.52

61.40 60.88

60.97 1.0%8.3%

61.39 62.36

61.50 61.50

61.00 61.00

8.3%
2%
WATER LEVEL ~ 53.3±
SECTION H-H STA 26+50

EXISTING GRADE

EXISTING COBBLE FACE

REMOVE EXISTING WALKWAY
SEE DETAIL A2 FOR

MORE INFOMATION
8'

SIDEWALK
18" X 8" DEEPENED EDGE WITH #4
REBAR 16" O.C. - BOTH SIDES
4" CONCRETEW W/ #4 REBAR
@ 16" O.C. OVER 4" AB
2%
WATER LEVEL ~ 53.3±
SECTION I-I STA 28+00

EXISTING
GRADE SEE DETAIL A3 FOR MORE INFOMATION
8'

SIDEWALK

EXISTING COBBLE FACE

REMOVE EXISTING WALKWAY
18" X 8" DEEPENED EDGE WITH #4
REBAR 16" O.C. - BOTH SIDES
4" CONCRETEW W/ #4 REBAR
@ 16" O.C. OVER 4" AB

EXISTING GRADE
2%
WATER LEVEL ~ 53.3±
SECTION J-J STA 31+50

EXISTING
GRADE
SEE DETAIL A3 FOR

MORE INFOMATION
8' SIDEWALK
18" X 8" DEEPENED EDGE WITH #4
REBAR 16" O.C. - BOTH SIDES
4" CONCRETEW W/ #4 REBAR
@ 16" O.C. OVER 4" AB

REMOVE EXISTING WALKWAY EXISTING GRADE

SIDEWALK
8'

CONCRETE STAIRS W/ RAILS
14TH STREET CURB AND
GUTTER

EXISTING GRADE
SECTION K-K STA 32+00
12TH STREET CURB AND
18" X 8" DEEPENED EDGE
WITH #4 REBAR 16" O.C.
18" X 8" DEEPENED EDGE
WITH #4 REBAR 16" O.C.

EXISTING COBBLE FACE
4" CONCRETEW W/ #4 REBAR
@ 16" O.C. OVER 4" AB
4" CONCRETEW W/ #4 REBAR
@ 16" O.C. OVER 4" AB
06 A03
STA 25+50 - 32+60 AREA PLAN AND PROFILE
40' 10' 20' 40' 80'
28+00
5856
RT

PROP PROP
LT
EXIST
CL
RT

PROP PROP
LT
EXIST
CL 26+00 29+00 30+00 31+00 HORIZONTAL 1" = 20' VERTICAL 1" = 2' 0 1" = 20'

GRAPHIC SCALE

OF SHEETS
SHEET
CITY of MARYSVILLE
DRAWING No.

CHECKED BY:

DRAWN BY:DESIGN BY:

STAFF
DATE OF PLANS:
27 VAK
06/23/2026
JSM
1204 ESTREET STAFF 2025-10 MARYSVILLE,
CA 95901
(530) 742-6485
APPROVED:

CITY OF MARYSVILLE

ELLIS LAKE PARK ENHANCEMENT PROJECT

BID DOCUMENTS
5856
27+00
33+00
RT

PROP PROP
LT
EXIST
CL
RT

PROP PROP
LT
EXIST
CL 31+00 HORIZONTAL 1" = 20' VERTICAL 1" = 2' 32+00
60 6062 62586062
586062
64 64

57.65 57.56

57.40 56.26

55.74 55.62

57.31 58.02

58.74 59.52

60.30 61.30

61.55 62.52

63.16 63.95

63.49 62.05
STA 25+50
GB
STA 25+72.12
PC
STA 26+13.16

GB / PT
STA 26+74.9
PC
STA 27+03.72 PT
STA 27+10.1 GB
STA 27+94.5
PC
STA 28+30.21

MID CURVE
STA 28+65.92

GB / PRC
STA 28+82.79

MID CURVE
STA 28+99+65

GB / PT
STA 29+36.85 RT SW INT
STA 29+45.85 RT SW INT
STA 29+82.0
PT
STA 30+05.4

GB / PI
STA 30+50
GB
STA 30+65.24
PI
STA 31+13.7
GB

0.40% 1.8% 2.0% 2.0% 4.6% 2.7% 2.7% 3.0%

63.95 63.49

62.05 STA 30+50
GB
STA 30+65.24
PI
STA 31+13.7
GB

2.7% 3.0%

61.64 61.68

62.20 62.04
STA 31+94.06 GB / LT SW INT
STA 32+02.06 LT SW INT
STA 32+60.05 EP
STA 32+64.71 END

63.84 63.63

62.05 61.48

60.83 61.37

61.62 57.16

56.03 57.03

56.11 55.84

56.87 59.18

60.11 60.12

60.85 62.16

63.89 63.63

62.05 61.48
WATER LEVEL = ~53.3' ±
WATER LEVEL = ~53.3' ±

0.30% 0.56%
MATCHLINE 5

SEE THIS SHEET
MATCHLINE 5

SEE THIS SHEET
MATCHLINE 4 SEE SHEET A03
14TH STREET
14TH STREET

D STREET
B STREET / SR 70

EXISTING CL GRADE

EXISTING CL GRADE
(P) RT
(P) RT
(P) LT
(P) LT
HP
HP
HP
HP
LP
LP
LP
LP
MATCHLINE 6

SEE THIS SHEET
MATCHLINE 6

SEE THIS SHEET
2%

BOARDWALK
WATER LEVEL ~ 53.3±

EXISTING CONCRETED COBBLE
11'
15" 14" MIN.

TYPICAL BOARDWALK DETAIL A1

NOT TO SCALE
9" X 10" PERMATRACK BEAM

3.5' 1.5'

EXISTING GRADE
1" X STONE WITH

FILTER FABRIC
3' X 5' X13' BLOCK FOOTING
2%

SIDEWALK
WATER LEVEL ~ 53.3±
41 4
1 4" CONCRETE ON 4" AB
8'
TYPICAL SIDEWALK DETAIL A2

NOT TO SCALE
18" X 8" DEEPENED EDGE
WITH #4 REBAR 16" O.C.

EXISTING CONCRETED
COBBLE
2%

SIDEWALK
WATER LEVEL ~ 53.3±
4 1

EXISTING GRADE
4" CONCRETE W #4 REBAR @ 16" O.C. OVER 4" AB
8'
DEEPEND EDGE SIDEWALK DETAIL A3

NOT TO SCALE
18" X 8" DEEPENED EDGE
WITH #4 REBAR 16" O.C.
18" X 8" DEEPENED EDGE
WITH #4 REBAR 16" O.C.

EXISTING CONCRETED COBBLE
H
H
II
JJ
KK
44 57.40

SET MAG
3157.03SET RBR/CAP
< SD < SD
< SD
W
W
W
W
W
W
W
W
W
(E) GAZEBO

59.00 59.00

58.00 58.00

58.47 58.62 58.40

57.70 57.55

57.55 57.55

57.55 57.60

57.60 5.0%

2.0%

1.3% ±

5.0%

57.23 57.13
GB
GB
GB
GB
GB GB

57.61 57.61 57.39

57.39 57.46 57.61

58.40 58.40

58.79 58.79

57.80 57.80

59.10 59.10

58.45 58.45

58.95 58.95

1.9% ±

1.0%
GB

59.96 59.88

59.56 59.72
2%

1.7%

5.0%

55.85 56.58

57.70 58.06

58.10 56.38

56.46 56.31

56.39 5.0% 1.0%

57.46 57.4557.45

5.0% 5.0%

56.68 56.76

56.58 56.50

56.79 56.87

1.0% GB GB
(E) ADA RAMP

SECTION P-P

SECTION O-O

SECTION N-N

EXISTING GRADE

REMOVE EXISTING SIDEWALK

EXISTING GRADE

EXISTING GRADE
12TH STREET CURB AND
GUTTER
4" CONCRETE ON 4" AB
4" CONCRETE ON 4" AB
4" CONCRETE ON 4" AB
2%
2%

SIDEWALK

SIDEWALK
8'
6'
5'

REMOVE EXISTING SIDEWALK
07 A04

GAZEBO ISLAND - BRIDGE LAYOUT
20' 0 5' 10' 20' 40'
1" = 10'

GRAPHIC SCALE

OF SHEETS
SHEET
CITY of MARYSVILLE
DRAWING No.

CHECKED BY:

DRAWN BY:DESIGN BY:

STAFF
DATE OF PLANS:
27 VAK
06/23/2026
JSM
1204 ESTREET STAFF 2025-10 MARYSVILLE,
CA 95901
(530) 742-6485
APPROVED:

CITY OF MARYSVILLE

ELLIS LAKE PARK ENHANCEMENT PROJECT

BID DOCUMENTS
12TH STREET
HP
HP
LP
N
N
O
O
P
P

A- PLAN

ELEVATION

SECTION A
10'-0"
6"
28'-0"
A. MINIMUM SIZING: 1-1/2" SQ., 14 GA. TOP
AND BOTTOM RAILS WITH 3/4" SQ., 18
GA. PICKETS, 2.5" SQ. 14 GA. POSTS.

B. COLOR: PRIME AND PAINT WITH TWO (2)

COATS OF SEMI-GLOSS BLACK ENAMEL
PAINT, U.N.O.

RAILING NOTES
1-1/2" SQ. 14 GA. BOTTOM RAIL
1-1/2" X 2-1/2", 14
GA. TOP RAIL
3'-6"
4'-0"
3'-10" O.C. TYP. 4" O.C.
2-1/2" SQ. 14 GA. POST,

SURFACE MOUNT
3/4" SQ. 18 GA. PICKET

FINISH GRADE
24" X 24" PRECAST PILASTER CAP,
VP-PK24CH BY VALORI PRECAST

MORTARED COBBLEPILASTER, BATTER
AS SHOWN, 28" X
28" AT BASE.

PRECAST CONCRETE BRIDGE

PER MANUFACTURER
4'-0"

WATER LEVEL
1"

OVERHANG
1 16
2-1/2" X 4" 14 GA. END AND

MIDDLE POST WITH

DECORATIVE BASE COVER,

SURFACE MOUNT

CONCRETE

FOOTING

RAILING SLEEVED

FOR EXPANSION
4'-10"
R60'-0"
2-1/2" CL
4" AT END AND MIDDLE POSTS
2-1/2" AT ALL OTHER POSTS
6"

EDGE OF CONCRETE

ENLARGEMENT
BASE PLATE, HARDWARE PERDETAILS ON SHEET C05
TO 12TH STREEET TO THE ISLAND
3'-0"

CONCRETESEE LAYOUT

CONCRETE

PERLAYOUT

CONCRETE PATH SEE

LAYOUT SHEETS

EXPANSION JOINT PER

MANUFACTURER

EXISTING BANK
MIN. 8'-0" CLR.
6"
TYP.
(E)CONCRETE

ABUTMENT TO REMAIN

EXISTING
BANK

PRECAST CONCRETEBRIDGE PERMANUFACTURER
5 1/2"
10'-0"

CONCRETE

ABUTMENT

PRECAST

CONCRETE

BRIDGE PERMANUFACTURER

BRIDGE PLAN VIEW

BRIDGE SECTION VIEW

SEE LANDSCAPING
SHEET L1.5 FOR MORE

DETAILS
< SD
< SD
< SD
< SD < SD < SD < SD W W W W W W W W W W WW W W W 3756.81 SET 60D

OE OE OE OE OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
(E) PARK BENCHES
GB

58.00 57.80 58.10

58.90 60.38 60.30

60.2860.25

60.3660.33

58.38 58.46 2.0%

58.96 58.88

2.7%

58.30 58.22

58.34 58.42

1.4%
GB
GB GB
GB

59.84 59.92 2.0%

3.0%

60.12 60.15

60.04 59.99

2.0%

2.0%GB
GB
GB

59.54 59.46 2.0%

59.33 59.25

59.17 59.09 3.6%
GB

58.50 58.58

2.0%
InGSM

2.0% MAX
11TH STREET CURB
AND GUTTER 2%
4" CONCRETE ON 4" AB

EXISTING GRADE
4'

SECTION Q-Q
3'
11TH STREET CURB

AND GUTTER

SIDEWALK
2%
4" CONCRETE ON 4" AB

EXISTING GRADE
4'

SECTION R-R
08 A05
11TH STREET PARK
20' 0 5' 10' 20' 40'
1" = 10'

GRAPHIC SCALE

OF SHEETS
SHEET
CITY of MARYSVILLE
DRAWING No.

CHECKED BY:

DRAWN BY:DESIGN BY:

STAFF
DATE OF PLANS:
27 VAK
06/23/2026
JSM
1204 ESTREET STAFF 2025-10 MARYSVILLE,
CA 95901
(530) 742-6485
APPROVED:

CITY OF MARYSVILLE

ELLIS LAKE PARK ENHANCEMENT PROJECT

BID DOCUMENTS
11TH STREET
HP
HP
LP

D STREETQQ RR
SEE SHEET L5 FOR

MORE DETAILS
10+50.00

45.0050.0060.00

45.00 50.00

60.00 -50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 11+00.00

45.0050.0060.00

45.0050.0060.00
-50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 11+50.00

45.0050.0060.00

45.0050.0060.00
-50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 12+00.00

45.0050.0060.00

45.00 50.00

60.00 -50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 12+50.00

45.0050.0060.00

45.0050.0060.00
-50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 13+00.00

45.0050.0060.00

45.0050.0060.00
-50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 13+50.00

45.0050.0060.00

45.00 50.00

60.00 -50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 14+00.00

45.0050.0060.00

45.0050.0060.00
-50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 14+50.00

45.0050.0060.00

45.0050.0060.00
-50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 15+00.00

45.0050.0060.00

45.00 50.00

60.00 -50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 15+50.00

45.0050.0060.00

45.0050.0060.00
-50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 16+00.00

45.0050.0060.00

45.0050.0060.00
-50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 16+50.00

45.0050.0060.00

45.00 50.00

60.00 -50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 17+00.00

45.0050.0060.00

45.0050.0060.00
-50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 (E) GB OFFSET = 0.00 ELEV = 59.04
(E) GB OFFSET = -30.00 ELEV = 52.30
(E) GB OFFSET = 0.00 ELEV = 54.89
(E) GB OFFSET = -30.00 ELEV = 46.72
(P) GB OFFSET = 0.00 / ELEV = 56.52
(P) GB OFFSET = -3.96 / ELEV = 56.44
(P) GB OFFSET = 3.75 / ELEV = 56.00
(E) GB OFFSET = 0.00 ELEV = 54.77
(E) GB OFFSET = -30.00 ELEV = 46.48
(P) GB OFFSET = 0.00 / ELEV = 55.48
(P) GB OFFSET = -5.35 / ELEV = 55.37
(P) GB OFFSET = 11.05 / ELEV = 55.71
(E) GB OFFSET = 0.00 ELEV = 54.98
(E) GB OFFSET = -30.00 ELEV = 45.73
(P) GB OFFSET = 0.00 / ELEV = 55.12
(P) GB OFFSET = 4.82 / ELEV = 55.22
(P) GB OFFSET = -6.18 / ELEV = 55.00
(E) GB OFFSET = 0.00 ELEV = 54.98
(E) GB OFFSET = 28.64 ELEV = 59.73
(E) GB OFFSET = -30.00 ELEV = 46.47
(P) GB OFFSET = 0.00 / ELEV = 55.14
(P) GB OFFSET = 3.86 / ELEV = 55.22
(P) GB OFFSET = -7.14 / ELEV = 55.00
(E) GB OFFSET = 0.00 ELEV = 55.00
(E) GB OFFSET = 29.11 ELEV = 59.51
(E) GB OFFSET = -30.00 ELEV = 47.14
(P) GB OFFSET = 0.00 / ELEV = 55.16
(P) GB OFFSET = 2.90 / ELEV = 55.22
(P) GB OFFSET = -8.11 / ELEV = 55.00
(E) GB OFFSET = 0.00 ELEV = 55.00
(E) GB OFFSET = 30.00 ELEV = 59.45
(E) GB OFFSET = -30.00 ELEV = 47.79
(P) GB OFFSET = 0.00 / ELEV = 55.17
(P) GB OFFSET = 2.51 / ELEV = 55.22
(P) GB OFFSET = -8.50 / ELEV = 55.00
(E) GB OFFSET = 0.00 ELEV = 54.95
(E) GB OFFSET = 30.00 ELEV = 58.94
(E) GB OFFSET = -30.00 ELEV = 47.53
(P) GB OFFSET = 0.00 / ELEV = 55.16
(P) GB OFFSET = 2.88 / ELEV = 55.22
(P) GB OFFSET = -8.12 / ELEV = 55.00
(E) GB OFFSET = 0.00 ELEV = 55.25
(E) GB OFFSET = 30.00 ELEV = 58.62
(E) GB OFFSET = -30.00 ELEV = 47.65
(P) GB OFFSET = 0.00 / ELEV = 55.54
(P) GB OFFSET = 3.26 / ELEV = 55.61
(P) GB OFFSET = -7.74 / ELEV = 55.39
(E) GB OFFSET = 0.00 ELEV = 55.72
(E) GB OFFSET = 30.00 ELEV = 58.57
(E) GB OFFSET = -30.00 ELEV = 47.53
(P) GB OFFSET = 0.00 / ELEV = 55.91
(P) GB OFFSET = 4.66 / ELEV = 56.00
(P) GB OFFSET = -6.35 / ELEV = 55.78
(E) GB OFFSET = 0.00 ELEV = 56.07
(E) GB OFFSET = 30.00 ELEV = 58.24
(E) GB OFFSET = -30.00 ELEV = 47.58
(P) GB OFFSET = 0.00 / ELEV = 56.40
(P) GB OFFSET = 5.00 / ELEV = 56.50
(P) GB OFFSET = -6.00 / ELEV = 56.28
(E) GB OFFSET = 0.00 ELEV = 56.60
(E) GB OFFSET = 28.94 ELEV = 58.13
(E) GB OFFSET = -30.00 ELEV = 47.80
(P) GB OFFSET = 0.00 / ELEV = 56.90
(P) GB OFFSET = 5.19 / ELEV = 57.00
(P) GB OFFSET = -5.81 / ELEV = 56.78
(E) GB OFFSET = 0.00 ELEV = 56.66
(E) GB OFFSET = 27.78 ELEV = 58.01
(E) GB OFFSET = -30.00 ELEV = 48.18
(P) GB OFFSET = 0.00 / ELEV = 56.47
(P) GB OFFSET = 3.82 / ELEV = 56.55
(P) GB OFFSET = -4.00 / ELEV = 56.39
(E) GB OFFSET = 0.00 ELEV = 56.19
(E) GB OFFSET = 30.00 ELEV = 57.73
(E) GB OFFSET = -30.00 ELEV = 47.46
2% 2%
2%
2% 2% 2%
2% 2% 2%
2% 2%
2% 2%
WATER LEVEL ~ 53.3± WATER LEVEL ~ 53.3±WATER LEVEL ~ 53.3± WATER LEVEL ~ 53.3± WATER LEVEL ~ 53.3± WATER LEVEL ~ 53.3± WATER LEVEL ~ 53.3±WATER LEVEL ~ 53.3±
WATER LEVEL ~ 53.3± WATER LEVEL ~ 53.3± WATER LEVEL ~ 53.3± WATER LEVEL ~ 53.3± WATER LEVEL ~ 53.3±
2%

SIDEWALK

BOARDWALK

SIDEWALK FLAT WAITING AREA

BOARDWALK BOARDWALK

BOARDWALK BOARDWALK BOARDWALK

SIDEWALK SIDEWALK

BOARDWALK BOARDWALK BOARDWALK
09 X01
CROSS SECTIONS STA 10+00 - 17+00
20'
0 5' 10' 20' 40'
1" = 10'

GRAPHIC SCALE

OF SHEETS
SHEET
CITY of MARYSVILLE
DRAWING No.

CHECKED BY:

DRAWN BY:DESIGN BY:

STAFF
DATE OF PLANS:
27 VAK
06/23/2026
JSM
1204 ESTREET STAFF 2025-10 MARYSVILLE,
CA 95901
(530) 742-6485
APPROVED:

CITY OF MARYSVILLE

ELLIS LAKE PARK ENHANCEMENT PROJECT

BID DOCUMENTS
17+50.00

45.0050.0060.00

45.00 50.00

60.00 -50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 18+00.00

45.0050.0060.00

45.0050.0060.00
-50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 18+50.00

45.0050.0060.00

45.0050.0060.00
-50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 19+00.00

45.0050.0060.00

45.00 50.00

60.00 -50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 19+50.00

45.0050.0060.00

45.0050.0060.00
-50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 20+00.00

45.0050.0060.00

45.0050.0060.00
-50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 20+50.00

45.0050.0060.00

45.00 50.00

60.00 -50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 21+00.00

45.0050.0060.00

45.0050.0060.00
-50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 21+50.00

45.0050.0060.00

45.0050.0060.00
-50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 22+00.00

45.0050.0060.00

45.00 50.00

60.00 -50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 22+50.00

45.0050.0060.00

45.0050.0060.00
-50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 23+00.00

45.0050.0060.00

45.0050.0060.00
-50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 23+50.00

45.0050.0060.00

45.00 50.00

60.00 -50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 (E) GB OFFSET = 0.00 ELEV = 55.16
(E) GB OFFSET = 30.00 ELEV = 58.36
(E) GB OFFSET = -30.00 ELEV = 46.85
(E) GB OFFSET = 0.00 ELEV = 56.19
(E) GB OFFSET = 30.00 ELEV = 58.52
(E) GB OFFSET = -30.00 ELEV = 47.21
(P) GB OFFSET = 0.00 / ELEV = 56.59
(P) GB OFFSET = 4.00 / ELEV = 56.67
(P) GB OFFSET = -4.00 / ELEV = 56.51
(E) GB OFFSET = 0.00 ELEV = 55.59
(E) GB OFFSET = 30.00 ELEV = 57.95
(E) GB OFFSET = -30.00 ELEV = 46.38
(P) GB OFFSET = 0.00 / ELEV = 55.92
(P) GB OFFSET = 4.03 / ELEV = 56.00
(P) GB OFFSET = -3.96 / ELEV = 55.84
(E) GB OFFSET = 0.00 ELEV = 56.13
(E) GB OFFSET = 30.00 ELEV = 58.32
(E) GB OFFSET = -30.00 ELEV = 47.23
(P) GB OFFSET = 0.00 / ELEV = 56.89
(P) GB OFFSET = 4.00 / ELEV = 57.00
(P) GB OFFSET = -4.00 / ELEV = 56.79
(E) GB OFFSET = 0.00 ELEV = 55.69
(E) GB OFFSET = 25.74 ELEV = 58.23
(E) GB OFFSET = -30.00 ELEV = 47.25
(P) GB OFFSET = 0.00 / ELEV = 55.91
(P) GB OFFSET = 4.12 / ELEV = 55.99
(P) GB OFFSET = -3.89 / ELEV = 55.83
(E) GB OFFSET = 0.00 ELEV = 56.07
(E) GB OFFSET = 25.95 ELEV = 58.38
(E) GB OFFSET = -30.00 ELEV = 47.13
(P) GB OFFSET = 0.00 / ELEV = 56.22
(P) GB OFFSET = 5.50 / ELEV = 56.33
(P) GB OFFSET = -5.50 / ELEV = 56.11
(E) GB OFFSET = 0.00 ELEV = 56.24
(E) GB OFFSET = 25.12 ELEV = 58.77
(E) GB OFFSET = -30.00 ELEV = 47.42
(P) GB OFFSET = 0.00 / ELEV = 56.61
(P) GB OFFSET = 5.50 / ELEV = 56.72
(P) GB OFFSET = -5.50 / ELEV = 56.50
(E) GB OFFSET = 0.00 ELEV = 55.87
(E) GB OFFSET = 24.33 ELEV = 59.19
(E) GB OFFSET = -30.00 ELEV = 47.53
(P) GB OFFSET = 0.00 / ELEV = 57.00
(P) GB OFFSET = 5.50 / ELEV = 57.11
(P) GB OFFSET = -5.50 / ELEV = 56.89
(E) GB OFFSET = 0.00 ELEV = 55.04
(E) GB OFFSET = 24.67 ELEV = 59.44
(E) GB OFFSET = -30.00 ELEV = 47.31
(P) GB OFFSET = 0.00 / ELEV = 57.39
(P) GB OFFSET = 5.50 / ELEV = 57.50
(P) GB OFFSET = -5.50 / ELEV = 57.28
(E) GB OFFSET = 0.00 ELEV = 56.19
(E) GB OFFSET = 25.02 ELEV = 59.70
(E) GB OFFSET = -30.00 ELEV = 46.52
(P) GB OFFSET = 0.00 / ELEV = 56.97
(P) GB OFFSET = 5.50 / ELEV = 57.05
(P) GB OFFSET = -5.50 / ELEV = 56.87
(E) GB OFFSET = 0.00 ELEV = 56.74
(E) GB OFFSET = 26.15 ELEV = 59.97
(E) GB OFFSET = -30.00 ELEV = 47.07
(P) GB OFFSET = 0.00 / ELEV = 56.52
(P) GB OFFSET = 5.50 / ELEV = 56.60
(P) GB OFFSET = -5.50 / ELEV = 56.42
(E) GB OFFSET = 0.00 ELEV = 56.52
(E) GB OFFSET = -30.00 ELEV = 47.95
(P) GB OFFSET = 0.00 / ELEV = 56.08
(P) GB OFFSET = 4.01 / ELEV = 56.16
(P) GB OFFSET = -4.01 / ELEV = 56.02
(E) GB OFFSET = 0.00 ELEV = 56.64
(E) GB OFFSET = 30.00 ELEV = 59.62
(E) GB OFFSET = -30.00 ELEV = 46.66
(P) GB OFFSET = 0.00 / ELEV = 56.40
(P) GB OFFSET = 4.00 / ELEV = 56.48
(P) GB OFFSET = -4.00 / ELEV = 56.32
2%
2%
2% 2%
2% 2%
2%
2%
2% 2%
2%
2%
WATER LEVEL ~ 53.3± WATER LEVEL ~ 53.3± WATER LEVEL ~ 53.3± WATER LEVEL ~ 53.3± WATER LEVEL ~ 53.3± WATER LEVEL ~ 53.3± WATER LEVEL ~ 53.3±
WATER LEVEL ~ 53.3± WATER LEVEL ~ 53.3±
WATER LEVEL ~ 53.3± WATER LEVEL ~ 53.3± WATER LEVEL ~ 53.3± WATER LEVEL ~ 53.3±
2%

SIDEWALK SIDEWALK SIDEWALKSIDEWALK SIDEWALK BOARDWALK

BOARDWALK

BOARDWALK BOARDWALK

BOARDWALK BOARDWALK SIDEWALK

SIDEWALK
10 X02
CROSS SECTIONS STA 17+0 - 13+50
20'
0 5' 10' 20' 40'
1" = 10'

GRAPHIC SCALE

OF SHEETS
SHEET
CITY of MARYSVILLE
DRAWING No.

CHECKED BY:

DRAWN BY:DESIGN BY:

STAFF
DATE OF PLANS:
27 VAK
06/23/2026
JSM
1204 ESTREET STAFF 2025-10 MARYSVILLE,
CA 95901
(530) 742-6485
APPROVED:

CITY OF MARYSVILLE

ELLIS LAKE PARK ENHANCEMENT PROJECT

BID DOCUMENTS
24+00.00

45.0050.0060.00

45.00 50.00

60.00 -50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 24+50.00

45.0050.0060.00

45.0050.0060.00
-50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 25+00.00

45.0050.0060.00

45.0050.0060.00
-50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 25+50.00

45.0050.0060.00

45.00 50.00

60.00 -50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 26+00.00

45.0050.0060.00

45.0050.0060.00
-50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 26+50.00

45.0050.0060.00

45.0050.0060.00
-50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 27+00.00

45.0050.0060.00

45.00 50.00

60.00 -50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 27+50.00

45.0050.0060.00

45.0050.0060.00
-50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 28+00.00

45.0050.0060.00

45.0050.0060.00
-50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 28+50.00

45.0050.0060.00

45.00 50.00

60.00 -50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 29+00.00

45.0050.0060.00

45.0050.0060.00
-50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 (E) GB OFFSET = 0.00 ELEV = 56.56
(E) GB OFFSET = 30.00 ELEV = 59.57
(E) GB OFFSET = -30.00 ELEV = 47.89
(P) GB OFFSET = 0.00 / ELEV = 56.69
(P) GB OFFSET = 4.00 / ELEV = 56.77
(P) GB OFFSET = -4.00 / ELEV = 56.61
(E) GB OFFSET = 0.00 ELEV = 56.66
(E) GB OFFSET = 30.00 ELEV = 59.34
(E) GB OFFSET = -30.00 ELEV = 47.62
(P) GB OFFSET = 0.00 / ELEV = 56.87
(P) GB OFFSET = 4.00 / ELEV = 57.07
(P) GB OFFSET = -4.00 / ELEV = 56.79
(E) GB OFFSET = 0.00 ELEV = 57.09
(E) GB OFFSET = 30.00 ELEV = 59.90
(E) GB OFFSET = -30.00 ELEV = 48.82
(P) GB OFFSET = 0.00 / ELEV = 57.27
(P) GB OFFSET = 4.22 / ELEV = 57.35
(P) GB OFFSET = -3.84 / ELEV = 57.19
(E) GB OFFSET = 0.00 ELEV = 57.41
(E) GB OFFSET = 30.00 ELEV = 59.23
(E) GB OFFSET = -30.00 ELEV = 48.17
(P) GB OFFSET = 0.00 / ELEV = 57.57
(P) GB OFFSET = 4.00 / ELEV = 57.65
(P) GB OFFSET = -4.00 / ELEV = 57.49
(P) GB OFFSET = 0.00 / ELEV = 57.43
(P) GB OFFSET = 30.00 / ELEV = 59.76
(P) GB OFFSET = -30.00 / ELEV = 49.27
(E) GB OFFSET = 0.00 ELEV = 56.21
(E) GB OFFSET = 30.00 ELEV = 59.95
(E) GB OFFSET = -30.00 ELEV = 47.64
(P) GB OFFSET = 0.00 / ELEV = 56.64
(P) GB OFFSET = 4.00 / ELEV = 56.72
(P) GB OFFSET = -4.00 / ELEV = 56.56
(E) GB OFFSET = 0.00 ELEV = 57.32
(E) GB OFFSET = 26.89 ELEV = 60.27
(E) GB OFFSET = -30.00 ELEV = 48.03
(E) GB OFFSET = 0.00 ELEV = 56.41
(E) GB OFFSET = 30.00 ELEV = 59.92
(E) GB OFFSET = -30.00 ELEV = 46.45
(P) GB OFFSET = 0.00 / ELEV = 56.31
(P) GB OFFSET = 4.00 / ELEV = 56.42
(P) GB OFFSET = -4.02 / ELEV = 56.23
(E) GB OFFSET = 0.00 ELEV = 55.92
(E) GB OFFSET = 30.00 ELEV = 59.83
(E) GB OFFSET = -30.00 ELEV = 46.51
(P) GB OFFSET = 0.00 / ELEV = 57.33
(P) GB OFFSET = 3.02 / ELEV = 57.38
(P) GB OFFSET = -3.37 / ELEV = 57.26
(E) GB OFFSET = 0.00 ELEV = 57.72
(E) GB OFFSET = -30.00 ELEV = 50.98

3.999 4000
(P) GB OFFSET = 4.00 / ELEV = 56.00
(E) GB OFFSET = -30.00 ELEV = 57.43
2% 2% 2%
2%
2%
2%
2% 2%
WATER LEVEL ~ 53.3± WATER LEVEL ~ 53.3± WATER LEVEL ~ 53.3± WATER LEVEL ~ 53.3± WATER LEVEL ~ 53.3± WATER LEVEL ~ 53.3± WATER LEVEL ~ 53.3± WATER LEVEL ~ 53.3± WATER LEVEL ~ 53.3± WATER LEVEL ~ 53.3± WATER LEVEL ~ 53.3±

SIDEWALK SIDEWALK SIDEWALKSIDEWALK SIDEWALK SIDEWALKSIDEWALK SIDEWALK SIDEWALKSIDEWALK SIDEWALK 11 X03
CROSS SECTIONS STA 24+00 - 29+00
20' 0 5' 10' 20' 40'
1" = 10'

GRAPHIC SCALE

OF SHEETS
SHEET
CITY of MARYSVILLE
DRAWING No.

CHECKED BY:

DRAWN BY:DESIGN BY:

STAFF
DATE OF PLANS:
27 VAK
06/23/2026
JSM
1204 ESTREET STAFF 2025-10 MARYSVILLE,
CA 95901
(530) 742-6485
APPROVED:

CITY OF MARYSVILLE

ELLIS LAKE PARK ENHANCEMENT PROJECT

BID DOCUMENTS
29+50.00

45.0050.0060.00

45.00 50.00

60.00 -50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 30+00.00

45.0050.0060.00

45.0050.0060.00
-50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 30+50.00

45.0050.0060.00

45.0050.0060.00
-50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 31+00.00

45.0050.0060.00

45.00 50.00

60.00 -50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 31+50.00

45.0050.0060.00

45.0050.0060.00
-50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 32+00.00

45.0050.0060.00

45.0050.0060.00
-50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 32+50.00

45.0050.0060.00

45.00 50.00

60.00 -50.00 -40.00 -30.00 -20.00 -10.00 0.00 10.00 20.00 30.00 40.00 50.00 (E) GB OFFSET = 0.00 ELEV = 60.53
(E) GB OFFSET = 30.00 ELEV = 61.98
(E) GB OFFSET = -30.00 ELEV = 58.06
(P) GB OFFSET = 0.00 / ELEV = 61.59
(P) GB OFFSET = 4.00 / ELEV = 61.67
(P) GB OFFSET = -4.00 / ELEV = 61.50
(E) GB OFFSET = 0.00 ELEV = 62.43
(E) GB OFFSET = 30.00 ELEV = 62.62
(E) GB OFFSET = -30.00 ELEV = 49.59
(P) GB OFFSET = 0.00 / ELEV = 62.93
(P) GB OFFSET = 4.00 / ELEV = 63.00
(P) GB OFFSET = -4.00 / ELEV = 62.87
(E) GB OFFSET = 0.00 ELEV = 63.70
(E) GB OFFSET = 30.00 ELEV = 63.31
(E) GB OFFSET = -30.00 ELEV = 46.76
(P) GB OFFSET = 0.00 / ELEV = 63.87
(P) GB OFFSET = 4.00 / ELEV = 63.95
(P) GB OFFSET = -4.00 / ELEV = 63.79
(E) GB OFFSET = 0.00 ELEV = 61.80
(E) GB OFFSET = 30.00 ELEV = 62.30
(E) GB OFFSET = -30.00 ELEV = 50.75
(P) GB OFFSET = 0.00 / ELEV = 62.38
(P) GB OFFSET = 4.00 / ELEV = 62.46
(P) GB OFFSET = -4.00 / ELEV = 62.29
(E) GB OFFSET = 0.00 ELEV = 60.42
(E) GB OFFSET = 30.00 ELEV = 61.64
(E) GB OFFSET = -30.00 ELEV = 49.86
(P) GB OFFSET = 0.00 / ELEV = 61.86
(P) GB OFFSET = 3.97 / ELEV = 61.94
(P) GB OFFSET = -4.00 / ELEV = 61.78
(E) GB OFFSET = 0.00 ELEV = 61.14
(E) GB OFFSET = 30.00 ELEV = 61.52
(E) GB OFFSET = -30.00 ELEV = 53.67
(P) GB OFFSET = 0.00 / ELEV = 61.75
(P) GB OFFSET = 3.94 / ELEV = 61.83
(P) GB OFFSET = -4.00 / ELEV = 61.67
(E) GB OFFSET = 0.00 ELEV = 61.91
(E) GB OFFSET = 30.00 ELEV = 61.43
(E) GB OFFSET = -8.46 ELEV = 61.75
(P) GB OFFSET = 0.00 / ELEV = 61.98
(P) GB OFFSET = 4.00 / ELEV = 61.96
(P) GB OFFSET = -4.01 / ELEV = 61.96
2%
2%
2%
2%
SW
2% 2%
2%
WATER LEVEL ~ 53.3± WATER LEVEL ~ 53.3± WATER LEVEL ~ 53.3± WATER LEVEL ~ 53.3± WATER LEVEL ~ 53.3±
WATER LEVEL ~ 53.3±

SIDEWALK SIDEWALK SIDEWALKSIDEWALK SIDEWALK SIDEWALKSIDEWALK 12 X04
CROSS SECTIONS STA 29+50 - 32+50
20' 0 5' 10' 20' 40'
1" = 10'

GRAPHIC SCALE

OF SHEETS
SHEET
CITY of MARYSVILLE
DRAWING No.

CHECKED BY:

DRAWN BY:DESIGN BY:

STAFF
DATE OF PLANS:
27 VAK
06/23/2026
JSM
1204 ESTREET STAFF 2025-10 MARYSVILLE,
CA 95901
(530) 742-6485
APPROVED:

CITY OF MARYSVILLE

ELLIS LAKE PARK ENHANCEMENT PROJECT

BID DOCUMENTS

OE OE OE OE OE OE OE OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
InGSM
13 C04

EROSION CONTROL SHEET
120' 0 30' 60' 120' 240'

GRAPHIC SCALE

OF SHEETS
SHEET
CITY of MARYSVILLE
DRAWING No.

CHECKED BY:

DRAWN BY:DESIGN BY:

STAFF
DATE OF PLANS:
27 VAK
06/23/2026
JSM
1204 ESTREET STAFF 2025-10 MARYSVILLE,
CA 95901
(530) 742-6485
APPROVED:

CITY OF MARYSVILLE

ELLIS LAKE PARK ENHANCEMENT PROJECT

BID DOCUMENTS
B STREET / SR70
10TH STREET 12TH STREET
14TH STREET

D STREET
12TH STREET
13TH STREET

C STREET
10TH STREET 11TH 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 WITHTHE 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
VEF
VEF
QUALITY HANDBOOK 2011

DETAILS NOTED IN PARENTHESIS CAN BE FOUND IN THE

PROJECT SWPPP OR THE CALTRANS STORM WATER
CWM
CWM
!
MS
MU
CS
CS
SWM
CWM
CWM
!
MS
MU
CS
CS
SWM
5 1/2" THICK X VARIES WIDE X 11'-0" LONG

C BOARDWALK L
PERMATRAKBEAM (TYP.)
CURB
C.I.P. FOUNDATIONS
(BY OTHERS)

BOARDWALK LENGTH - SEE TABLE ABOVE
14'-0" MAX PILE SPACING

APPROACH
(TYP.)(BY OTHERS)

APPROACH)
L

PRECAST CONCRETE PERMATRAK TREADS
PLUS JOINTS @ 1/8"+- PER JOINT

CLIP ANGLE
(TYP.)

BOARDWALK PLAN
SCALE = 1/4" = 1'-0"
11'-0"
5'-6" 5'-6"

TREADS SHALL RECEIVE

AN INTEGRAL TEXTURE

INTERLOCKING TONGUE
& GROOVE, (BOTH SIDESOF TREAD) (TYP.)
* PERMATRAK
TREAD (TYP.)
1/8" ADHESIVE BACKED RUBBER PAD
SPACERS (2 PER TREAD) (TYP.)
(PLACE SPACERS ON TREAD AS SHOWN)
TYPICAL TREAD RUBBER SPACING DETAILSCALE: NOT TO SCALE

CENTERED

PERMATRAK
TREAD (TYP.)
CLIP ANGLE (TYP.)
PERMATRAKBEAM (TYP.)
NOTES:
1) TWO (2) CLIP ANGLES ARE REQUIRED PER TREAD.

LOCATION OF CLIP ANGLE ON TREAD SHALL
ALTERNATE SIDES FROM TREAD TO TREAD AS SHOWN.
2) CLIP ANGLES SHALL BE CENTERED ON TREAD AS
SHOWN.
3) RAILING NOT SHOWN FOR CLARITY.

CENTERED

TYPICAL CLIP ANGLE LOCATION PLAN

APPLIES TO ALL TREADS
SCALE: N.T.S.
& TREAD SPACING DETAIL

TYPICAL SHIM (UNDER TREAD)
1/2" MAX.SPACING
1/4"
MAX.
*SHIM AS NEEDED
1/8" RUBBER PERMATRAK BEAM

LEVELING PAD
1/8" ADHESIVE BACKED
RUBBER SPACER PAD (TYP.)

PERMATRAK
TREAD (TYP.)
1/8" MIN.

SPACING
*NOTE:

DUE TO TOLERANCES AND VARIANCE IN PRECASTPRODUCTION AND INSTALLATION ACCURACY, SHIMSMAY BE NEEDED. COMPOSITE SHIMS OR ADDITIONALRUBBER LEVELING PADS MAY BE USED FOR SHIMMING.

TYPICAL SECTION
SCALE = 1/2" = 1'-0"

DETAIL B
3'-6" 1'-6"

RAILING
11'-0"

TREAD TO BEAM
CONNECTION (TYP.)
9'-9" ± MIN. CLEAR

APPROXIMATE
GRADE
9" X 10" PERMATRAK
BEAM (TYP.)
5 1/2" THICK

PERMATRAK
TREAD

WATER SIDE

LAND SIDE

TYPICAL SECTION
SCALE = 1/2" = 1'-0"

DETAIL B
1'-6"

CUSTOM RAILING
10'-0"

TREAD TO BEAM
CONNECTION(TYP.)
8'-9" ± MIN. CLEAR

APPROXIMATE
GRADE
1'-2" X 1'-6" PERMATRAK
BEAM (TYP.)
5 1/2" THICK

PERMATRAK
TREAD
DETAIL CPT05

ABUTMENT (BEYOND)

NOT SHOWN FOR

CLARITY
ELASTOMERIC PAD PLAN - TYPE 1
1'-6"
PT05
PT05
1'-0" MIN. 6'-0"
C.I.P. FOUNDATIONS(BY OTHERS)
28'-0"

0.00%

CAST-IN-PLACE
(BY SITE.)
PERMATRAK TREAD (TYP.)
16" DEEP PERMATRAK BEAM
1'-10"

BRIDGE CROSSING ELEVATION
SCALE = 1/2" = 1'-0"
ELASTOMERIC PAD PLAN - TYPE 2
POUR BACKWALL AFTERPRECAST IS SET -A SCALE: N.T.S. TREAD TO BEAM CONNECTION -1 -1 SCALE: N.T.S. SECTION NOTES: 1. ALL HOLES IN PRECAST SHALL BE DRILLED BY CONTRACTOR. 2. DRILLED HOLES IN PRECAST SHALL BE 3/8"Ø AND INSTALLED PER MANUFACTURER INSTALLATION REQUIREMENTS. 3. * INDICATES SUPPLIED BY PERMATRAK. 4. TWO (2) CLIP ANGLES ARE REQUIRED PER TREAD. (SEE PLAN VIEW ON PT02). 1'-0" 1'-3"
1'-6"

ANGLE MAY BE INSTALLED

ON OPPOSITE SIDE OF BEAM

IF SITE CONDITIONS REQUIRE
C 3/8"Ø x 3" LSTAINLESSSTEEL BOLT*.

PERMATRAK
TREAD*
PERMATRAK BEAM*
VARIES
1'-3"
L 6 x 6 x 1/2 x 0'-4"
(COMPOSITE)*
1'-3"

TYPICAL SKEW DETAIL
NOTE: CURB AND/OR RAILING NOT SHOWNFOR CLARITY.
* CONTACT PERMATRAK
IF DIM EXCEEDS 2"
* 2" MAX
C 3/4" DIA. THREADED BAR

WITH NUT & WASHER
L

FILL AROUND BOLT HEAD

WITH SIKAFLEX SELF

LEVELING SEALANT

VOID AT BOLT HOLE

UNFILLED
7/8" Ø DRILLED HOLE FILLED WITH
SIMPSON STRONG TIE SET-3G EPOXY
3 1/2" MIN.

EMBED
2 3/8" ELASTOMERIC

BEARING PAD

SHIMS AS REQUIRED

CONCRETE

FOUNDATION / CAP
3" MIN
TYPICAL BEAM TO CONCRETEFOUNDATION/CAP CONNECTION DETAILSCALE: NOT TO SCALE TYPICAL PIER CONNECTION DETAILSCALE: 1" = 1'-0"
NOTE: RAILING NOT SHOWN FOR
CLARITY.
3"±

PERMATRAK
TREAD (TYP.)
1/8" RUBBER LEVELING PAD
(SUPPLIED BY PERMATRAK)

PERMATRAK
BEAM (TYP.)

SEE TYPICAL BEAM CONNECTION
DETAIL (TYP.)
2'-8"
3/8" ELASTOMERIC
BEARING PAD (TYP.)

APPROXIMATE GROUND LINE

TYPICAL APPROACH DETAIL
SCALE: 1" = 1'-0"
2'-8"
NOTE: RAILING NOT SHOWN FORCLARITY.

ELASTOMERICBEARINGPAD (TYP.)

BEGIN OR ENDING OF BOARDWALK

PERMATRAK BEAM
* SEE SITE DRAWINGS FOR DIMENSIONING,
REINFORCEMENT, AND CONCRETE MATERIAL REQUIREMENTS OF APPROACH SLAB.

APPROXIMATE

GROUND LINE

SEE TYPICAL BEAM CONNECTION
DETAIL (TYP.)
1/8" RUBBER LEVELING
PAD (TYP.)

PERMATRAK
TREAD (TYP.)
1" EXPANSION
JOINT MATERIAL * * 45°
#4 HOOK BAR @
18" O.C. MAX.
#4 BAR (TYP.)

CONCRETE APPROACH SLAB
4" CLR.
(TYP. ALL AROUND)
1'-4"

CAST-IN-PLACE PIER
( BY OTHERS)

CAST-IN-PLACE PIER
( BY OTHERS)
SCALE: 3" = 1'-0"
ELASTOMERIC PAD PLAN - TYPE 1
1" Ø HOLE
10"
4"
5"
2" -B DETAIL SCALE: 1 1/2" = 1'-0" -4 SECTION SCALE: 3" = 1'-0" -3 SECTION SCALE: 1 1/2" = 1'-0" -4 3- 3" MIN. EDGE DISTANCE
3" MIN.

EDGE DISTANCE
1/8" TREAD JOINT

EDGE OF TREAD
NOTES:

1. EDGE DISTANCE SHOWN IN

THE DETAILS ON THIS SHEET

ARE PROVIDED AS STRUCTURAL
MINIMUMS. THE RAILING

INSTALLER IS RESPONSIBLE FOR

ENSURING THAT MINIMUM

CLEARANCE IS MAINTAINED

WHILE INSTALLING THE RAILING
SYSTEM.

2. ANY DAMAGE TO TREADS

DURING FIELD DRILLING OF THERAILING CONNECTION TO THE

TREADS IS THE RESPONSIBILITY
OF THE RAILING INSTALLER.

SCALE: N.T.S.

TYPICAL FIELD DRILL DETAIL
NOTE:

1. ALL HOLES IN PRECAST SHALL BE DRILLED BY
CONTRACTOR.

2. DRILLED HOLES IN PRECAST SHALL BE 3/8" Ø

AND INSTALLED PER MANUFACTURER
INSTALLATION REQUIREMENTS.

POST WELDED L

TO BASE PLATE
C 7/16" Ø
HOLE (TYP.)
3 1/4"
6 1/2"
1 1/8"
(TYP.)
3 1/4"
PL 6 1/2 X 0'-6 1/2"
6 1/2"
3"

C RAILING L

ANCHOR BY

RAILING SUPPLIER

PL (ALUMINUM)
6 1/2" X 6 1/2"

BOLT W/
WASHER
& NUT (TYP.)
2 1/2" X2 1/2" POST
SCALE: 3" = 1'-0"
ELASTOMERIC PAD PLAN - TYPE 2
6 1/2"
2"
1'-1"
4"
1" Ø HOLE

RAILING

NOT TO SCALE
14 C05

BOARDWALK CONSTRUCTION DETAILS

OF SHEETS
SHEET
CITY of MARYSVILLE
DRAWING No.

CHECKED BY:

DRAWN BY:DESIGN BY:

STAFF
DATE OF PLANS:
27 VAK
06/23/2026
JSM
1204 ESTREET STAFF 2025-10 MARYSVILLE,
CA 95901
(530) 742-6485
APPROVED:

CITY OF MARYSVILLE

ELLIS LAKE PARK ENHANCEMENT PROJECT

BID DOCUMENTS
15 C06
MISCELLANEOUS DETAILS 2

OF SHEETS
SHEET
CITY of MARYSVILLE
DRAWING No.

CHECKED BY:

DRAWN BY:DESIGN BY:

STAFF
DATE OF PLANS:
27 VAK
06/23/2026
JSM
1204 ESTREET STAFF 2025-10 MARYSVILLE,
CA 95901
(530) 742-6485
APPROVED:

CITY OF MARYSVILLE

ELLIS LAKE PARK ENHANCEMENT PROJECT
BID DOCUMENTS APPROVED DATE STANDARD DETAIL 703 Light Base & Pull Box DEPARTMENT OF CITY SERVICES 526 C Street, Marysville, CA 95901 GATEWAY GOLD FIELDS To TheO CI T Y INCORPORATED 1851 F

HANDRAIL FOOTING DETAIL

DRAWING NOT TO SCALE
9" MIN.

PERPENDICULAR TO
EDGE.
12" #4 HAIRPIN, TYP.

CLOSE END CAP
1 3/4" Ø STD. PIPE
SLEEVE @
HANDRAILS, TYP.
3/4" CHAMFER
1-1/2" CLR. TYP.
4"
4" MAX.

HIGH-STRENGTHEPOXY GROUT, TYP.
6" MIN.
1 1/2" Ø EXTRA STRONG
GALV. STEEL PIPE
HANDRAILS. PAINTFINISH TYP. - 5' MAX

SPACING
T.O. CONC.

E
27" MAX
34" MIN
1'-0"
1'-0" #4 HORIZ, TYP.
3"
7"
TYP
1'-0"
MIN
TREAD
1'-0"
MIN
3"
NEW 4" CONCRETE SLAB W/
#4 BARS @ 24" O.C. EA. WAY
1 1/4" DIA. EXTRA STRONG

PIPE HANDRAIL
E FOOTING DET. THIS SHEET

STAIR TREADS AND TOP LANDING SHALL
HAVE A 2" MIN. WIDE, SLIP RESISTANT,

CONTRASTING COLOR WARNING STRIPE,
FULL WIDTH OF TREAD.
2'-0"

MIN TREAD WIDTH
1'-0"
MIN
12"
MIN.
34"

HANDRAIL EXTENSION DETAIL F DRAWING NOT TO SCALE

STAIR SECTION G DRAWING NOT TO SCALE
34"
4" MAX.
1 1/4" DIA. EXTRA STRONG

PIPE HANDRAIL

BRIDGE ABUTMENTS B DRAWING NOT TO SCALE

LIGHT COLUMN DETAIL D DRAWING NOT TO SCALE
24"x24" COLUMN BASE
12"x12" COLUMN TOP
(4) #4 VERTICAL
BARS TYP. 6.25'

4.75'

3.00'

1.50'

0.50'

1.50'

6.25'

11.00' -1 SECTION NOT TO SCALE

13.00'

5.00'

3.00'

5.00' -2 SECTION NOT TO SCALE
#8 @ 11" OC. EW.
#8 @ 11" OC. EW.
#8 @ 11" OC. EW.
#6 @ 18" OC. EW.
#8 @ 11" OC. EW.
#6 @ 18" OC. EW.
#8 @ 11" OC. EW.
#8 @ 11" OC. EW.
3" CLR
3" CLR
3" CLR
3" CLR 2- 1- BRIDGE COLUMN DETAIL C DRAWING NOT TO SCALE 12" 8'-0"
40"x40" CONCRETE

FOUNDATION
T.O. CONC.
8"
24" MIN.
#4 BARS 18"
OC. EW.
112" CENTERED PVC CONDUIT

TO ELECTRICAL SERVICE
#4 TIES @ 18" O.C.
112" CLR. TYP.

LIGHT FIXTURE
40"x40" CONCRETE

FOUNDATION
T.O. CONC.
#4 BARS 18" OC. EW.
#4 TIES @ 18" O.C.

BOARDWALK FOUNDATION A DRAWING NOT TO SCALE
N06°26'01"W
244.30' N06°26'01"W

80.00' N06°26'01"W
327.76'
< SD
< SD < SD < SD < SD < SD
< SD < SD < SD < SD
< SD < SD W W W W W W W W W W W W W W W W W W W W < SD W W W < SD < SD < SD < SD < SD

OE OE OE OE
< SD < SD < SD < SD PROJECT AREA CHECKED BY: REVISIONS: DATE JOB NO. DRAWN BY: DRAWINGS IN SET:

BID SET KEYMAP: JLL JULY 15, 2026 23038E 27 © ROACH CAMPBELL, INC. ALL RIGHTS RESERVED. THIS WORK MAY NOT BE REPRODUCED OR USED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTEN PERMISSION OF ROACH CAMPBELL, INC. 2026 JULY 15 2026 23038E MAIN LAKE GRANT LAYOUT.dwg DATE SIGNED: 07/15/26 Signature CRLA 5044 STA TE OF CA LIFORN Renewal Date: IA 09/30/26 L CI ENSED LA NDSCA PE A RCHITECTDA V ID W . CA MPBELL LANDSCAPE PLANS FOR ELLIS LAKE IN MARYSVILLE, CA BY CITY OF MARYSVILLE 947 Enterprise Drive Loft B Sacramento, California 95825 916.827.4020 4409 CRLA 5044 L0.1 COVER SHEET JLL/SL N PLAN LEGEND APPLICABLE CODES DIRECTORY SITE MAP 1 NO SCALE CONSTRUCTION NOTES WELO EXEMPTION LANDSCAPE IMPROVEMENT PLANS FOR ELLIS LAKE MARYSVILLE, CALIFORNIA LANDSCAPE LIMIT OF WORK L0.1 COVER SHEET L1.1-L1.3 LAYOUT PLAN L1.4-L1.5 CONSTRUCTION DETAILS L2.0 PLANTING & IRRIGATION NOTES AND DETAILS L2.1-L2.3 PLANTING & IRRIGATION RESTORATION PLAN LANDSCAPE SHEET INDEX 2025 CALIFORNIA BUILDING CODE 2025 CALIFORNIA FIRE CODE 2025 CALIFORNIA ELECTRICAL CODE 2025 CALIFORNIA PLUMBING CODE 2025 CALIFORNIA GREEN (CALGREEN) BUILDING STANDARDS CODE CITY OF MARYSVILLE MUNICIPAL CODE CITY OF MARYSVILLE CONSTRUCTION STANDARD DETAILS OWNER CONTACT NAME: JERAMY CHAPELAINE, PUBLIC WORKS DIRECTOR OWNER NAME: CITY OF MARYSVILLE PHONE: 530-749-3904 EMAIL: [email protected] LANDSCAPE ARCHITECT CONTACT NAME: JESSIE LETT COMPANY NAME: ROACH + CAMPBELL PHONE: (510) 541-6097 EMAIL: [email protected] CIVIL ENGINEER CONTACT NAME: JOHN MALLEN COMPANY NAME: MHM INCORPORATED PHONE: (530) 742-6485 EMAIL: [email protected] 1. LOCAL CODES AND ORDINANCES: WORK SHALL CONFORM TO ALL LOCAL CODES, ORDINANCES, AND REQUIREMENTS, INCLUDING FEDERAL ACCESSIBILITY GUIDELINES. NOTHING IN THE CONTRACT DOCUMENTS SHALL BE CONSTRUED AS AN EXEMPTION TO APPLICABLE CODES OR OTHER JURISDICTIONAL REQUIREMENTS. 2. UNAUTHORIZED CHANGES AND USES: ROACH & CAMPBELL WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY ROACH & CAMPBELL. 3. JOB SITE CONDITIONS: THE CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES THAT THE CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. TEMPORARY SECURITY FENCING SHALL BE PROVIDED AND MAINTAINED AROUND SITE PERIMETER AND AT LOCATIONS DEEMED NECESSARY BY CONTRACTOR. 4. UTILITIES: CONTACT UNDERGROUND SERVICE ALERT (U.S.A.) AT 811, AT LEAST TWO WORKING DAYS IN ADVANCE OF EXCAVATION WORK (PER CA GOV. CODE 4216). THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES, WHETHER SHOWN OR NOT, AND SHALL PAY FOR ANY REPAIRS REQUIRED DUE TO THE CONTRACTOR'S OPERATIONS AT NO ADDITIONAL EXPENSE TO THE OWNER. 5. DISCREPANCIES: NOTIFY OWNER'S REPRESENTATIVE OF ANY VARIATIONS BETWEEN THE CONTRACT DOCUMENTS AND FIELD CONDITIONS. DO NOT PROCEED WHERE DIFFERENCES EXIST THAT WOULD AFFECT THE WORK. ALL ADJUSTMENTS DUE TO FIELD CONDITIONS MUST BE APPROVED BY THE DISTRICT'S REPRESENTATIVE PRIOR TO CONTINUING. 6. LAYOUT NOTES: THE WRITTEN DIMENSION SUPERCEDES SCALED OR GRAPHIC DENOTATION. DIMENSIONS ARE BETWEEN PARALLEL OR PERPENDICULAR POINTS UNLESS NOTED OTHERWISE. DIMENSIONS ARE TO CENTERLINE OR FACE OF MASONRY, CONCRETE, OR FRAMING SUBSTRATE FINISH SURFACES, UNLESS NOTED OTHERWISE. 7. COORDINATION: CONTRACTOR SHALL COORDINATE WORK BETWEEN TRADES. ALL REQUIRED SLEEVING SHALL BE COORDINATED WITH SITE WORK, INCLUDING OTHER UNDERGROUND UTILITIES, CURBS, AND CONCRETE. 8. VERTICAL WORK: ALL VERTICAL CONSTRUCTION SHALL BE INSTALLED TRUE AND PLUMB. ALL UNIT COURSING AND TOPS OF WALLS, FENCES, ETC. SHALL BE LEVEL UNLESS NOTED OTHERWISE. ALL CURVES SHALL BE CONTINUOUS AND EVEN, WITH NO BREAKS OR ANGLES AT POINTS OF TANGENCY OR FORMWORK JOINTING. 9. LEAD TIME: SPECIFIED MATERIALS MAY REQUIRE A SIGNIFICANT LEAD TIME. CONTRACTOR IS SOLELY RESPONSIBLE TO LEAD TIMES AND TO PROVIDE SUBMITTALS, AND ORDER MATERIAL, AND ENSURE DELIVERY TO THE JOB SITE TO ALLOW TIMELY PROGRESSION OF WORK. 10. SUBSTITUTIONS: IF PROPOSED, SHALL BE SUBMITTED IN WRITING BY THE CONTRACTOR TO THE OWNER AND LANDSCAPE ARCHITECT, AND SHALL DEMONSTRATE HOW MATERIAL IS EQUAL OR BETTER TO ORIGINALLY SPECIFIED MATERIALS. ANY SUBSTITUTIONS NOT APPROVED IN WRITING ARE SUBJECT TO REJECTION. 11. EXISTING WORK: WHERE NEW CONSTRUCTION ABUTS EXISTING WORK, ALL EXISTING WORK SHALL BE PROTECTED. CONTRACTOR SHALL REPLACE ANY DAMAGED EXISTING WORK AT NO ADDITIONAL EXPENSE TO THE OWNER. ALL NEW WORK WILL CONFORM TO EXISTING WORK , INCLUDING FLATWORK JOINTS, ELEVATIONS, COLOR, AND FINISH. 12. SURVEY MONUMENTS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY MONUMENTS AND OTHER SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH MONUMENTS OR MARKERS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED AT THE CONTRACTOR’S EXPENSE. 13. EMISSIONS: THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL REGULATIONS FOR CONTROLLING EMISSIONS. THE CONTRACTOR SHALL MAINTAIN AND OPERATE CONSTRUCTION EQUIPMENT TO MINIMIZE EXHAUST EMISSIONS. DURING CONSTRUCTION, TRUCKS AND EQUIPMENT SHALL BE OPERATED ONLY WHEN NECESSARY AND ENGINES SHALL BE SHUT OFF WHEN TRUCKS ARE BEING LOADED OR UNLOADED OR OTHERWISE STATIONARY. EQUIPMENT SHALL BE MAINTAINED IN GOOD CONDITION AND WELL-TUNED TO MINIMIZE EXHAUST EMISSIONS. 9TH STREET L1.1 AND L2.1 L1.2 AND L2.2 L1.3 AND L2.3 14TH STREET B STREET/SR 70
D STREET 11TH STREET 12TH STREET ELLIS LAKE MODIFIED LANDSCAPE AREA: 319 SQUARE FEET PER MWELO SECTION 490.2.(a)(73), LANDSCAPE RENOVATION PROJECT WITH THE MODIFIED LANDSCAPE AREA LESS THAN 2,500 SQUARE FEET IS NOT DEFINED AS "REHABILITATED LANDSCAPE" AND NOT APPLICABLE TO MWELO. MAINTENANCE DURING CONSTRUCTION IF IMPROVEMENTS REQUIRE IRRIGATION SYSTEM BE TURNED OFF FOR ANY PERIOD OF TIME, CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND REPAIRING THE EXISTING LANDSCAPE DUE TO MISSED WATERING AND/OR PHYSICAL DAMAGE. DEMOLITION NOTES 1. CONTRACTOR SHALL DEMOLISH ITEMS NOTED, REMOVE FROM SITE, AND DISPOSE LEGALLY. WORKS INCLUDES ALL SAWCUTTING, PATCHING, AND INCIDENTAL OPERATIONS. 2. PROTECT ALL EXISTING ITEMS NOTED TO REMAIN OR OTHERWISE UN-LABELED. 3. TREES NOTED TO BE REMOVED SHALL BE COMPLETELY REMOVED. INCLUDING STUMP AND ROOT MASS. BID SHALL INCLUDE COMPLETELY FILLING AND COMPACTING REMAINING VOID, AND INCLUDE ANY IMPORT OR EXPORT REQUIRED. ANY FUTURE SETTLEMENT SHALL BE EVIDENCE OF INCOMPLETE COMPACTION AND SHALL BE REPAIRED AT NO ADDITIONAL CHARGE TO THE CITY. L1.1 AND L2.1L1.2 AND L2.2 L1.3 AND L2.3 < SD
< SD
< SD
< SD
< SD
< SD
< SD
< SD
< SD
< SD
< SD
< SD
< SD
< SD
< SD
< SD
< SD
< SD
< SD
< SD
< SD
< SD
< SD
< SD
< SD
< SD
< SD < SD < SD < SD < SD < SD < SD < SD
W W W B STREET/SR 70
14TH STREET ELLIS LAKE
EJ
EJ EJ
EJ
EJ
1 L1.4 GUARD RAILING WATER LINE, TYP. TOP OF BANK, TYP. R.O.W. 7 L1.4 FISHING PAD
7 L1.4 FISHING PAD EXISTING UTILITY LINE, P.I.P. S1 S1 S6 S6 CENTERLINE OF WALK SHOWN FOR REFERENCE ONLY, TYP. < SD < SD < SD < SD < SD < SD < SD < SD < SD < SD < SD 14TH STREET ELLIS LAKE
EJ
EJ
EJ
EJ
EJ EJ
EJ
EJ
EJ
EJ WATER LINE, TYP. TOP OF BANK, TYP. STAIRS WITH STEM WALL AND HANDRAIL, SEE CIVIL DRAWINGS 8' SIDEWALK, SEE CIVIL DRAWINGS 1 L1.4 GUARD RAILING R.O.W. EXISTING DRINKING FOUNTAIN, P.I.P EXISTING SIDEWALK, P.I.P. AS NOTED ON CIVIL PLANS 7 L1.4 FISHING PAD S1 EXISTING CURB RAMP, P.I.P EXISTING POST LIGHT, P.I.P. WHERE SHOWN ON PLANS, TYP. 3 L1.4 STEEL HEADER, TYP. S6 CENTERLINE OF WALK SHOWN FOR REFERENCE ONLY, TYP. CHECKED BY: REVISIONS: DATE JOB NO. DRAWN BY: DRAWINGS IN SET:

STA TE OF
C
A
LIFORN Renewal Date:

IA 09/30/26

L CI ENSED LA N
D
S
C
A

PE A RCHITECT

DA V ID
W . C
A
MPBELL LANDSCAPE PLANS FOR ELLIS LAKE IN MARYSVILLE, CA BY CITY OF MARYSVILLE 947 Enterprise Drive Loft B Sacramento, California 95825 916.827.4020 4409 CRLA 5044 L1.1 LAYOUT PLAN JLL/SL N
N 0' 20' 40' 1" = 20' 0' 20' 40' 1" = 20'
CONTINUATION LINE - SEE SHEET L1.2 CONTINUATION LINE - SEE ABOVE CONTINUATION LINE - SEE BELOW CONCRETE: STANDARD GRAY, MEDIUM BROOM FINISH, SCORES PER PLAN AND AT 8' MAXIMUM ON CENTER. SECTION PER CIVIL LEGEND DECOMPOSED GRANITE, SEE DETAIL 4/L1.4 BOARDWALK, SEE CIVIL DRAWINGS 6' BENCHES WITH BACK - BESSEMER BENCH, 72" L X 26 3/4" W X 33 5/8" H. STEEL WITH POWDER COATING FINISH. SURFACE MOUNT. COLOR: GLOSS BLACK KEYSTONE RIDGE // MODEL # S-BE026-00-00-000-00 (OR APPROVED EQUAL) S1 SITE FURNISHING LEGEND TRASH & RECYCLE RECEPTACLE - IRONSITES WITH (2) 36-GALLON LINERS. SURFACE MOUNT. COLOR: BLACK VICTOR STANLEY // MODEL # SD-242 (OR APPROVED EQUAL) S2 BIKE RACK - VARSITY BIKE DOCK, SURFACE MOUNT. COLOR: BLACK GROUND CONTROL SYSTEMS // MODEL # DV215 (OR APPROVED EQUAL) S3 PICNIC TABLE - CONCRETE PICNIC TABLE WITH LEFT SIDED WHEELCHAIR ACCESSIBILITY. 72" L X 65" W X 32" H. FREE STANDING. TEXTURE: SMOOTH. COLOR: SAN DIEGO BUFF OUTDOOR CREATIONS // MODEL # 101SLE (OR APPROVED EQUAL) S4 SHADE SHELTER - SKYWAYS 12' X 12' CANTILEVER SINGLE POST PYRAMID W/10' ENTRANCE. FREE STANDING. COLOR: SKY BLUE (FABRIC), SEAFOAM (POST) LANDSCAPE STRUCTURES // MODEL # 237673 (OR APPROVED EQUAL) S5 A. PAVING SECTIONS SHALL BE CONSTRUCTED PER CIVIL PLANS AND APPLICABLE PROJECT GEOTECHNICAL REPORT. B. INSTALL ALL PRODUCTS PER MANUFACTURER'S INSTRUCTIONS AND RELEVANT INDUSTRY GUIDELINES, AND PROJECT GEOTECHNICAL REPORT. WHERE OVERLAP OCCURS, THE MORE STRINGENT REQUIREMENT SHALL APPLY. C. SCORE (CONTROL) JOINTS SHALL BE PLACED PER PLAN AND AS REQUIRED NOT TO EXCEED ACI 224 GUIDELINES (MAXIMUM 24 TIMES SLAB THICKNESS).. PAVING NOTES REFERENCED DETAIL NUMBER REFERENCED DETAIL SHEET DETAIL CALLOUT -- ADJ. ADJACENT BOC BACK OF CURB BOW BACK OF WALK CJ CONSTRUCTION/COLD JOINT CL CENTERLINE CLR CLEAR E,EX. EXISTING EJ EXPANSION JOINT FOC FRONT OF CURB FOW FRONT OF WALK ILO IN LIEU OF MAX MAXIMUM MIN MINIMUM OH OVERHANG PA PLANTING AREA P.I.P PROTECT IN PLACE PL PROPERTY LINE POB POINT OF BEGINNING ROW RIGHT OF WAY S.C.D. SEE CIVIL DRAWINGS SIM SIMILAR TO S.S.D. SEE STRUCTURAL DRAWINGS SYM SYMMETRICAL TYP TYPICAL T, TURF TURF AREA UNO UNLESS NOTED OTHERWISE VIF VERIFY IN FIELD LAYOUT LEGEND TEMPORARY TREE PROTECTION FENCING, SEE DETAIL 1/L2.0 1. LAYOUT: CONFIRM ALL LOCATIONS WITH DISTRICT'S REPRESENTATIVE PRIOR TO PROCEEDING WITH THE WORK. 2. INSTALLATION: ALL SITE FURNISHINGS NOTED AS "SURFACE MOUNTED" SHALL BE INSTALLED WITH HARDWARE AS RECOMMENDED BY THE MANUFACTURER. CONTRACTOR SHALL COORDINATE AND INSTALL J-BOLTS OR CONCRETE ANCHORS AS REQUIRED. USE TAMPER-RESISTANT HARDWARE WHEREVER POSSIBLE. 3. FINISHING: FOR THREADED ANCHORS AND BOLTS, CUT EXPOSED LENGTH AFTER INSTALLATION SUCH THAT 2-3 THREADS ARE EXPOSED. PEEN THREADS AND/OR ROUND-OFF NUTS AS DIRECTED. PAINT ALL FASTENERS TO MATCH FURNISHINGS. 4. PROTECTION: CONTRACTOR SHALL PROTECT ALL INSTALLED MATERIALS FROM SUBSEQUENT WORK AND OTHER DAMAGE UNTIL PROJECT IS ACCEPTED BY THE DISTRICT. CONCRETE SLOBBER, DENTS, SCRATCHES, ETC. WILL BE CAUSE FOR REJECTION. 5. ENGINEERED WOOD FIBER (EWF): SHALL BE MANUFACTURED FROM 100% VIRGIN FOREST WOOD, FREE OF CHEMICALS, ADDITIVES, SOIL, VEGETATION, AND OTHER CONTAMINATES, AND SHALL BE "READYPLAY", AVAILABLE THROUGH MIRACLE PLAY SYSTEMS, 800.879.7730, OR EQUAL. SUBMIT PRODUCT INFORMATION, INCLUDING F1292, F1951, AND F2075, PRIOR TO ORDER. INSTALL PER MANUFACTURER'S INSTRUCTIONS. MATERIALS AND FURNISHING NOTES TRASH & RECYCLE RECEPTACLE - CE SERIES DOUBLE TRASH/RECYCLING ENCLOSURE WITH TRASH AND MIXED RECYCLING LABELS AND STAINLESS STEELHASP. SURFACE BOLT DOWN. COLOR: FIR GREEN. BEARSAVER // MODEL # CE240-CHR (OR APPROVED EQUAL) S6 NOTE ORIENTATION CHANGE < SD < SD < SD < SD < SD < SD < SD < SD < SD < SD < SD < SD < SD < SD < SD < SD < SD < SD < SD < SD < SD < SD < SD < SD < SD < SD
< SD
PROJECT AREA B STREET/SR 70
EJ
EJ
EJ
EJ
EJ
EJ
1 L1.4 GUARD RAILING
1 L1.4 GUARD RAILING WATER LINE, TYP. TOP OF BANK, TYP. R.O.W. 7 L1.4 FISHING PAD
7 L1.4 FISHING PAD S1 S1 EXISTING POST LIGHT, P.I.P. WHERE SHOWN ON PLANS, TYP. S6 S6 CENTERLINE OF WALK SHOWN FOR REFERENCE ONLY, TYP. < SD < SD < SD < SD < SD < SD < SD < SD < SD < SD < SD < SD < SD < SD < SD
< SD
< SD
< SD
< SD
< SD < SD B STREET/SR 70
EJ
EJ
EJ EJ
EJ
1 L1.4 GUARD RAILING WATER LINE, TYP. TOP OF BANK, TYP. EXISTING SEAT WALL, PROTECT IN PLACE MURAL ON FACE OF SEATWALL (BY OTHERS) R.O.W. EXISTING LIGHT, P.I.P. OR PER CIVIL'S DRAWINGS 1 L1.4 GUARD RAILING FISHING LOCATION, NO BENCH CENTERLINE OF WALK SHOWN FOR REFERENCE ONLY, TYP. CHECKED BY: REVISIONS: DATE JOB NO. DRAWN BY: DRAWINGS IN SET:

STA TE OF
C
A
LIFORN Renewal Date:

IA 09/30/26

L CI ENSED LA N
D
S
C
A

PE A RCHITECT

CONTINUATION LINE - SEE ABOVE

CONTINUATION LINE - SEE BELOW
CONTINUATION LINE - SEE SHEET L1.1 CONCRETE: STANDARD GRAY, MEDIUM BROOM FINISH, SCORES PER PLAN AND AT 8' MAXIMUM ON CENTER. SECTION PER CIVIL LEGEND DECOMPOSED GRANITE, SEE DETAIL 4/L1.4 BOARDWALK, SEE CIVIL DRAWINGS 6' BENCHES WITH BACK - BESSEMER BENCH, 72" L X 26 3/4" W X 33 5/8" H. STEEL WITH POWDER COATING FINISH. SURFACE MOUNT. COLOR: GLOSS BLACK KEYSTONE RIDGE // MODEL # S-BE026-00-00-000-00 (OR APPROVED EQUAL) S1 SITE FURNISHING LEGEND TRASH & RECYCLE RECEPTACLE - IRONSITES WITH (2) 36-GALLON LINERS. SURFACE MOUNT. COLOR: BLACK VICTOR STANLEY // MODEL # SD-242 (OR APPROVED EQUAL) S2 BIKE RACK - VARSITY BIKE DOCK, SURFACE MOUNT. COLOR: BLACK GROUND CONTROL SYSTEMS // MODEL # DV215 (OR APPROVED EQUAL) S3 PICNIC TABLE - CONCRETE PICNIC TABLE WITH LEFT SIDED WHEELCHAIR ACCESSIBILITY. 72" L X 65" W X 32" H. FREE STANDING. TEXTURE: SMOOTH. COLOR: SAN DIEGO BUFF OUTDOOR CREATIONS // MODEL # 101SLE (OR APPROVED EQUAL) S4 SHADE SHELTER - SKYWAYS 12' X 12' CANTILEVER SINGLE POST PYRAMID W/10' ENTRANCE. FREE STANDING. COLOR: SKY BLUE (FABRIC), SEAFOAM (POST) LANDSCAPE STRUCTURES // MODEL # 237673 (OR APPROVED EQUAL) S5 A. PAVING SECTIONS SHALL BE CONSTRUCTED PER CIVIL PLANS AND APPLICABLE PROJECT GEOTECHNICAL REPORT. B. INSTALL ALL PRODUCTS PER MANUFACTURER'S INSTRUCTIONS AND RELEVANT INDUSTRY GUIDELINES, AND PROJECT GEOTECHNICAL REPORT. WHERE OVERLAP OCCURS, THE MORE STRINGENT REQUIREMENT SHALL APPLY. C. SCORE (CONTROL) JOINTS SHALL BE PLACED PER PLAN AND AS REQUIRED NOT TO EXCEED ACI 224 GUIDELINES (MAXIMUM 24 TIMES SLAB THICKNESS).. PAVING NOTES REFERENCED DETAIL NUMBER REFERENCED DETAIL SHEET DETAIL CALLOUT -- ADJ. ADJACENT BOC BACK OF CURB BOW BACK OF WALK CJ CONSTRUCTION/COLD JOINT CL CENTERLINE CLR CLEAR E,EX. EXISTING EJ EXPANSION JOINT FOC FRONT OF CURB FOW FRONT OF WALK ILO IN LIEU OF MAX MAXIMUM MIN MINIMUM OH OVERHANG PA PLANTING AREA P.I.P PROTECT IN PLACE PL PROPERTY LINE POB POINT OF BEGINNING ROW RIGHT OF WAY S.C.D. SEE CIVIL DRAWINGS SIM SIMILAR TO S.S.D. SEE STRUCTURAL DRAWINGS SYM SYMMETRICAL TYP TYPICAL T, TURF TURF AREA UNO UNLESS NOTED OTHERWISE VIF VERIFY IN FIELD LAYOUT LEGEND TEMPORARY TREE PROTECTION FENCING, SEE DETAIL 1/L2.0 1. LAYOUT: CONFIRM ALL LOCATIONS WITH DISTRICT'S REPRESENTATIVE PRIOR TO PROCEEDING WITH THE WORK. 2. INSTALLATION: ALL SITE FURNISHINGS NOTED AS "SURFACE MOUNTED" SHALL BE INSTALLED WITH HARDWARE AS RECOMMENDED BY THE MANUFACTURER. CONTRACTOR SHALL COORDINATE AND INSTALL J-BOLTS OR CONCRETE ANCHORS AS REQUIRED. USE TAMPER-RESISTANT HARDWARE WHEREVER POSSIBLE. 3. FINISHING: FOR THREADED ANCHORS AND BOLTS, CUT EXPOSED LENGTH AFTER INSTALLATION SUCH THAT 2-3 THREADS ARE EXPOSED. PEEN THREADS AND/OR ROUND-OFF NUTS AS DIRECTED. PAINT ALL FASTENERS TO MATCH FURNISHINGS. 4. PROTECTION: CONTRACTOR SHALL PROTECT ALL INSTALLED MATERIALS FROM SUBSEQUENT WORK AND OTHER DAMAGE UNTIL PROJECT IS ACCEPTED BY THE DISTRICT. CONCRETE SLOBBER, DENTS, SCRATCHES, ETC. WILL BE CAUSE FOR REJECTION. 5. ENGINEERED WOOD FIBER (EWF): SHALL BE MANUFACTURED FROM 100% VIRGIN FOREST WOOD, FREE OF CHEMICALS, ADDITIVES, SOIL, VEGETATION, AND OTHER CONTAMINATES, AND SHALL BE "READYPLAY", AVAILABLE THROUGH MIRACLE PLAY SYSTEMS, 800.879.7730, OR EQUAL. SUBMIT PRODUCT INFORMATION, INCLUDING F1292, F1951, AND F2075, PRIOR TO ORDER. INSTALL PER MANUFACTURER'S INSTRUCTIONS. MATERIALS AND FURNISHING NOTES TRASH & RECYCLE RECEPTACLE - CE SERIES DOUBLE TRASH/RECYCLING ENCLOSURE WITH TRASH AND MIXED RECYCLING LABELS AND STAINLESS STEELHASP. SURFACE BOLT DOWN. COLOR: FIR GREEN. BEARSAVER // MODEL # CE240-CHR (OR APPROVED EQUAL) S6 < SD
< SD < SD < SD < SD < SD
< SD
< SD W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W < SD < SD OE OE OE OE OE OE ELLIS LAKE 11TH
STREET
12TH
STREET EJ EJ EJEJ EJ WATER LINE, TYP. TOP OF BANK, TYP. CURB RAMP, SEE CIVIL PLANS PLAY EQUIPMENT 4 L1.5 PLAYGROUND ENLARGEMENT S1 S2 S3 S4S5 1 L1.7 BRIDGE EXISTING GAZEBO , P.I.P. EJ CHECKED BY: REVISIONS: DATE JOB NO. DRAWN BY: DRAWINGS IN SET:

CONNECTS TO SIDEWALK
6" 6" 15'-0" TOP OF BANK, TYP. 1'-0"
2'-6"1- GUARD RAILING EXTEND TO SIDEWALK CONTROL JOINT RELOCATE ANY EXISTING WASTE RECEPTACLE WITHIN LIMIT OF WORK ON FISHING PADS. ANTICIPATED (5) RELOCATED WASTE RECEPTACLES, VIF. SURFACE BOLT DOWN8- COMPANION SEATING CHECKED BY: REVISIONS: DATE JOB NO. DRAWN BY: DRAWINGS IN SET:

BID SET KEYMAP: JLL JULY 15, 2026 23038E 27 © ROACH CAMPBELL, INC. ALL RIGHTS RESERVED. THIS WORK MAY NOT BE REPRODUCED OR USED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTEN PERMISSION OF ROACH CAMPBELL, INC. 2026 JULY 15 2026 23038E MAIN LAKE GRANT LAYOUT.dwg DATE SIGNED: 07/15/26 Signature CRLA 5044 STA TE OF CA LIFORN Renewal Date: IA 09/30/26 L CI ENSED LA NDSCA PE A RCHITECTDA V ID W . CA MPBELL LANDSCAPE PLANS FOR ELLIS LAKE IN MARYSVILLE, CA BY CITY OF MARYSVILLE 947 Enterprise Drive Loft B Sacramento, California 95825 916.827.4020 4409 CRLA 5044 L1.4 CONSTRUCTION DETAILS JLL/SL FISHING PAD 1/2" = 1'-0" PLAN ADJACENT PATH OR STEEL HEADER, PER PLANS 1/4" A. PAVEMENT DEPTHS AND REQUIREMENTS HEREIN ARE SUPERCEDED BY THE PROJECT GEOTECHNICAL REPORT AND RECOMMENDATIONS, IF EXISTING. B. DECOMPOSED GRANITE FINES SHALL BE 1/4" MINUS, GOLD OR LIGHT TAN COLOR. SUBMIT SAMPLE PRIOR TO ORDERING. APPROVED SOURCES: CL SMITH TRUCKING, WOODLAND CASCADE ROCK, SACRAMENTO (TAN/RUST COLOR) HASTIES CAPITAL SAND AND GRAVEL, SACRAMENTO/ROSEVILLE (GOLD AND TAN, "PREMIUM") NOTES SLOPE MIN. 1.0% TO DRAIN DECOMPOSED GRANITE 1" = 0'-6" SECTION C. PRE-MIX WATER-BASED POLYMER PER MANUFACTURER'S INSTRUCTIONS. APPROVED PRODUCTS: 1. POLYPAVEMENT, 323.954.2240 (MINIMUM RATE OF 40SF/GALLON PER 2" MATERIAL), 2. TERRAKOAT EX, 707-681-8058, 3. G3-CS (COMMERCIAL SURFACE), MANUFACTURED BY TECHNISOIL GLOBAL INC., 877-356-2250; 4. OR APPROVED EQUAL. DECOMPOSED GRANITE FINES PRE-MIXED WITH POLYMER ADDITIVE, SEE NOTES SUBGRADE: SCARIFY, MOISTURE CONDITION, AND COMPACT TO 92% RELATIVE DENSITY CLASS II AGGREGATE BASE, COMPACTED TO 95% RELATIVE DENSITY 2" 3" 6" VARIES, PER PLANEXISTING LAKE BANK 4 GUARD RAILING 3/4" = 1'-0" AS NOTED A- 2" 2'-6" 1'-0"Ø ELEVATION: SECTION IN CONCRETE: A. MINIMUM SIZING: 1-1/2" SQ., 14 GA. TOP AND BOTTOM RAILS WITH 3/4" SQ., 18 GA. PICKETS, 2.5" SQ. 14 GA. POSTS. B. COLOR: PRIME AND PAINT WITH TWO (2) COATS OF SEMI-GLOSS BLACK ENAMEL PAINT, U.N.O. C. FOOTINGS: PROVIDE CONCRETE FTG. AT EACH POST ON PROPERTY LINES WHERE INSTALLED ON-GRADE. COORDINATE FOOTING INSTALLATION WHERE CENTERED ON RETAINING WALLS D. LOCATE FENCING ON PROPERTY LINES, U.N.O. E. FENCE PANELS MAY BE RAKEABLE. ACCEPTABLE PRE-MANUFACTURED PANELS INCLUDE "MONTAGE PLUS" MANUFACTURED BY AMERISTAR F. GATES TO BE FABRICATED OFF SITE. G. GATE SHALL BE FULLY WELDED. ACCEPTABLE PRE-MANUFACTURED PRODUCT INCLUDES "MONTAGE PLUS" BY AMERISTAR. H. CONTRACTOR TO PROVIDE THE RAIL SPACING ON SHOP DRAWINGS BY BOARDWALK MANUFACTURER. 4'-0" NOTES: POSTS WITH DECORATIVE STAMPED STEEL CAP 2" SECTION AT BOARDWALK:
4'-0" CONCRETE FOOTING 6-1/2" X 6-1/2" METAL BASE PLATE CONCRETE PAVING CONCRETE ANCHOR BY RAILING SUPPLIER 6 1/2" 6 1/2" 7/16" Ø HOLE, TYP. CL CL POST WELDED TO BASE PLATE SECTION A: (TOP VIEW) 6" EDGE OF BOARDWALK 8'-0" O.C. MAX 4'-0" 4" O.C. FINISH GRADE TOP AND BOTTOM RAILS PICKETS, CENTERED ON RAILS 17 A. REFER TO CBC SECTION 305 FOR CLEAR SPACE REQUIREMENTS, SECTION 306 FOR KNEE AND TOE CLEARANCE, 802 FOR COMPANION SEATS, SECTION 902 FOR TABLE/SURFACE REQUIREMENTS, AND SECTION 903 FOR BUILT IN BENCH REQUIREMENTS (MAY NOT BE APPLICABLE TO EXTERIOR BENCHES). B. CLEAR FLOOR/GROUND SPACE, AND ACCESS THERETO, SHALL BE LESS THAN 2% IN ANY DIRECTION. C. FOR TABLES, BENCHES, AND OTHER FIXED FURNISHINGS, AT LEAST ONE OF EACH, AND 5%, OF THE TOTAL MUST BE ACCESSIBLE. NOTES 27" MIN., 30" MAX. COMBINED KNEE AND TOE CLEARANCE 19" MIN., 25" MAX. (30" WIDE, MIN.) MIN. 4'-0" FOR FORWARD APPROACH,
MIN. 6'-0" FOR SIDE APPROACH MIN. 3'-0" CLEAR FLOOR/GROUND SPACE FOR SINGLE ACCESSIBLE SPACE CLEAR FLOOR/GROUND SPACE: 48" FOR FORWARD APPROACH (MIN. 30" WIDE) TOE/KNEE CLEARANCE (WHERE APPLICABLE) ALIGN SHOULDER POSITION COMPANION SEAT / BENCH REQUIREMENTS (WHERE APPLICABLE) FORWARD APPROACH FINISH GRADE 4'-0" MIN. 20" MIN.
24" MAX. BACK (WHERE PROVIDED): 18" HIGH MIN., 2" MAX ABOVE SEAT, AND 2-1/2" MAX. DISTANT FROM REAR OF SEAT PROVIDE COMPANION SEAT FOR EACH REQUIRED WHEELCHAIR SPACE. NUMBER OF REQUIRED WHEELCHAIR SPACES PER CBC 11B-221.2.1. REQUIRED CLEAR AREA ACCESSIBILITY REQUIREMENTS: SEATING NO SCALE AS NOTED 9" 8"11"
3'-0"
SHOULDER ALIGNMENT 8 NOTES MULCH FINISH GRADE AT PLANTER AREA STEEL STAKE PER MANUFACTURER, 5' O.C. MAX. ADJACENT SURFACING OR TURF SECTION ELEVATION (HEADER MATERIAL ONLY) STEEL HEADER 1" = 0'-6" AS NOTED A. BLACK ENAMEL PAINTED FINISH, TYP. U.N.O. B. ACCEPTABLE PRODUCTS: "BORDER KING" 1/4" X 5" STEEL EDGING MANUFACTURED BY BORDER CONCEPTS, "COMMERCIAL LANDSCAPE EDGING" 1/4" X 4" STEEL EDGING MANUFACTURED BY COLMET, OR APPROVED EQUAL. STEEL EDGING, 1/4" THICK, MIN. 4" DEEP. 3 CONCRETE PAVING JOINTS 1" = 0'-6" SECTION A. PAVEMENT DEPTHS AND REQUIREMENTS HEREIN ARE SUPERCEDED BY THE PROJECT GEOTECHINICAL REPORT AND RECOMMENDATIONS, IF EXISTING. NOTES 3/8" MAX TOOLED CONTROL JOINT WITH 3/16" RADIUS EDGES. MIN. 1/3 DEPTH OF SLAB. LOCATE PER PLAN, OR AS REQUIRED SO THAT SPACING DOES NOT TO EXCEED 24 TIMES THE SLAB THICKNESS. EXPANSION JOINT WITH 3/16" RADIUS EDGES. LOCATE PER PLAN, OR AS REQUIRED TO NOT EXCEED 60' O.C. 18" X #4 SMOOTH DOWEL, SLEEVED OR GREASED ONE SIDE. #3 BARS AT 18" O.C.E.W., SUPPORT EVENLY TO REST IN CENTER OF SLAB BITUMINOUS PRE-FORMED EXPANSION JOINT FILLER ELASTOMERIC SEALANT AND BACKER ROD. COLOR TO MATCH CONCRETE, SELECT FROM MANUFACTURER'S FULL COLOR RANGE. 2" CLR. 5 PLAYGROUND RAILING 3/4" = 1'-0" AS NOTED 2" 2'-0" MIN. 1'-0"Ø ELEVATION: SECTION: A. MINIMUM SIZING: 1-1/2" SQ., 14 GA. TOP AND BOTTOM RAILS WITH 3/4" SQ., 18 GA. PICKETS, 2.5" SQ. 14 GA. POSTS. B. COLOR: PRIME AND PAINT WITH TWO (2) COATS OF SEMI-GLOSS BLACK ENAMEL PAINT, U.N.O. C. FOOTINGS: PROVIDE CONCRETE FTG. AT EACH POST ON PROPERTY LINES WHERE INSTALLED ON-GRADE. COORDINATE FOOTING INSTALLATION WHERE CENTERED ON RETAINING WALLS D. LOCATE FENCING ON PROPERTY LINES, U.N.O. E. FENCE PANELS MAY BE RAKEABLE. ACCEPTABLE PRE-MANUFACTURED PANELS INCLUDE "MONTAGE PLUS" MANUFACTURED BY AMERISTAR F. GATES TO BE FABRICATED OFF SITE. G. GATE SHALL BE FULLY WELDED. ACCEPTABLE PRE-MANUFACTURED PRODUCT INCLUDES "MONTAGE PLUS" BY AMERISTAR. 3'-0" NOTES: POSTS WITH DECORATIVE STAMPED STEEL CAP POST EMBEDDED IN PLAY AREA CONTAINMENT CURB 8'-0" O.C. MAX 3'-0" 4" O.C. FINISH GRADE TOP AND BOTTOM RAILS PICKETS, CENTERED ON RAILS 2 L1.5 PLAY AREA CONTAINMENT CURB 2 BICYCLE RACK(S) 1" = 1'-0" AS NOTED A. "VARSITY DOCK" RACK AS MANUFACTURED BY GROUND CONTROL SYSTEMS, CONTACT: 800.630.7225. B. SURFACE MOUNT USING "WAK-215" WEDGE ANCHOR KIT PROVIDED WITH RACK C. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. D. QUANTITY SIZE, COLOR, AND OTHER OPTIONS AS SPECIFIED ON PLANS. NOTES PLAN 7'-0" CLEAR FOR PARKING 4'-0" MIN. CLEAR FOR LOADING 5'-0" CLR. RECOMMENDED FOR LOADING 2'-0" CLR. AT WALLS OR

OTHER OBSTRUCTIONS
38" CLR. TO CL OF
NEXT RACK, 32" MIN. ELEVATION 6
31'-9"
34'-9" 12'-6" 4'-6"
12'-6" 2- PLAY AREA CONTAINMENT CURB 1- PLAY AREA RAMP ENGINEERED WOOD FIBER 2 L1.4 PLAYGROUND RAILING 7'-0" 6'-6" 7'-6"
8'-0" 10'-3"
6'-9" CONCRETE PER CIVIL EQ. EQ. 1'-0" 2'-0"
4'-0" USE ZONE5'-9" CLR. 3- PLAY AREA DRAIN INLET 1 L1.6 ROCKPILE 2 L1.6 WORM CLIMBER 3 L1.6 SOLO SPINNER 4 L1.6 SHADE SHELTER CHECKED BY: REVISIONS: DATE JOB NO. DRAWN BY: DRAWINGS IN SET:

FOLLOW MANUFACTURER'S

REQUIREMENTS FOR

PLACEMENT
4" 3"
MAX. A. CONTRACTOR IS RESPONSIBLE TO VERIFY FINAL REQUIRED EWF DEPTH, INCLUDING PLAY EQUIPMENT FALL HEIGHT AS INSTALLED, AND PROPERTIES OF EWF USED. NOTES RAILING POST PLAY AREA RAMP 3/8" = 1'-0" AS NOTED PLAN VIEW TRANSITION CURB HEIGHT AT 2:1 SLOPE AT PATH TERMINUSTAPER RAMP NOSE CONCRETE PAVING ENGINEERED WOOD FIBER 3/4" DIA. CLEAN DRAIN ROCK FILTER FABRIC 95% COMPACTED SUBGRADE ENLARGEMENT #4 REBAR AT 16" O.C. #4 REBAR AT 12" O.C. TAPER RAMP NOSE 1" MAX FROM DRAIN ROCK PLAY AREA 1'-8" 1. TAPER RAMP NOSE AS SHOWN NOTES 5'-0" 2'-0"
MIN. 1'-0" 15'-0" 2- (SIM. TO) PLAY AREA CONTAINMENT CURB ENGINEERED WOOD FIBER 1'-0" 3"
3" 1'-8"
1'-6" 9" MAX5% (1:20) MAX SLOPE SECTION A 2- (SIM. TO) PLAY AREA CONTAINMENT CURB CONCRETE PAVING CONCRETE JOINT, TYP. TRANSITION CURB HEIGHT AT 2:1 SLOPE AT PATH TERMINUS 5" APPROXIMATE LEVEL OF ENGINEERED WOOD FIBER EQ. EQ. EQ. 2- PLAY AREA CONTAINMENT CURB 6" A- 1 PLAY EQUIPMENT BY LITTLE TIKES COMMERCIAL COLOR SELECTION: ROCK PILE: LIGHT GRAY WORM CLIMBER: TEAL SOLO SPIN: LAVENDER (SPINNER) & TEAL (POST) PLAY AREA DRAIN INLET 1" = 1'-0" SECTION 6'-0"- 10'-0", VIF 1'-6" MIN 18"x18" CATCH BASIN RISER (12" TALL) WITHOUT BOTTOM 2'-1 1/2" 24" O.D. CORRUGATED GALVANIZED STEEL PIPE, OR GEOTEXTILE FABRIC SUCH AS MIRAFI OR APPROVED EQUAL DRAIN ROCK 1-1/2" TO 2", REFER TO SPECIFICATIONS IF REQUIRED. DRYWELL 56 CUBIC FEET MIN 4" DIA. PERFORATED PIPE, CENTERED. INSTALL FULL LENGTH OF SUMP UNDISTURBED SUBGRADE 1'-5 1/2" GRATE TO BE LOCKABLE AND MARKED "DRY WELL" AS REQUIRED PERMEABLE LAYER (1" MINUS CRUSHED DRAIN ROCK U.N.O. FILTER FABRIC (NON-WOVEN GEOTEXTILE FABRIC) ENGINEERED WOOD FIBER (EWF) 3 CHECKED BY: REVISIONS: DATE JOB NO. DRAWN BY: DRAWINGS IN SET:

STA TE OF
C
A
LIFORN Renewal Date:

IA 09/30/26

L CI ENSED LA N
D
S
C
A

PE A RCHITECT

DA V ID
W . C
A
MPBELL LANDSCAPE PLANS FOR ELLIS LAKE IN MARYSVILLE, CA BY CITY OF MARYSVILLE 947 Enterprise Drive Loft B Sacramento, California 95825 916.827.4020 4409 CRLA 5044 L1.6 CONSTRUCTION DETAILS JLL/SL ROCKPILE 1 NOT TO SCALE WORM CLIMBER2 NOT TO SCALE SOLO SPINNER
3 NOT TO SCALE SHADE SHELTER
4 NOT TO SCALE 1. CONTRACTOR SHALL OBTAIN ENGINEERING DRAWINGS FROM MANUFACTURER AND SUBMIT FOR BUILDING PERMIT 2. REFER TO FURNISHING LEGEND. COLOR SHALL BE SKY BLUE (FABRIC), SEAFOAM (POST), NOT AS PICTURED. NOTES:1. CONTRACTOR SHALL OBTAIN ENGINEERING DRAWINGS FROM MANUFACTURER AND SUBMIT FOR BUILDING PERMIT 2. REFER TO SHEET L1.5 FOR COLOR NOTES: 1. CONTRACTOR SHALL OBTAIN ENGINEERING DRAWINGS FROM MANUFACTURER AND SUBMIT FOR BUILDING PERMIT 2. REFER TO SHEET L1.5 FOR COLOR NOTES: 1. CONTRACTOR SHALL OBTAIN ENGINEERING DRAWINGS FROM MANUFACTURER AND SUBMIT FOR BUILDING PERMIT 2. REFER TO SHEET L1.5 FOR COLOR NOTES:

SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI HUNTER MP1000 PROS-06-PRS40-CV TURF ROTATOR, 6IN. POP-UP WITH CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. M=MAROON ADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC, O=OLIVE 360 ARC. FOR AREAS UNDER 28' ONLY, INSTALL BASED ON NECESSARY THROW DISTANCE. 40 HUNTER MP2000 PROS-06-PRS40-CV TURF ROTATOR, 6IN. POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC. FOR AREAS UNDER 28' ONLY, INSTALL BASED ON NECESSARY THROW DISTANCE. 40 HUNTER MP3000 PROS-06-PRS40-CV TURF ROTATOR, 6IN. POP-UP WITH FACTORY INSTALLED CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. B=BLUE ADJ ARC 90-210, Y=YELLOW ADJ ARC 210-270, A=GRAY 360 ARC. FOR AREAS UNDER 28' ONLY, INSTALL BASED ON NECESSARY THROW DISTANCE. 40 SYMBOL MANUFACTURER/MODEL PSI GPM RADIUS HUNTER I-20-06-PRB 2.0 45 2 34' HUNTER I-20-06-PRB 4.0 45 4 40' HUNTER I-20-06-PRB 8.0 45 8 44' SYMBOL MANUFACTURER/MODEL/DESCRIPTION IRRIGATION LATERAL LINE: PVC SCHEDULE 40 PVC 1120 SCH. 40, MIN. DIAMETER 3/4". 12" BELOW FINISH GRADE, UNLESS NOTED OTHERWISE M L O
K
G
R
B
Y
A 2.0 4.0 8.0 IRRIGATION LEGEND : FOR 90° AT AREAS OVER 28' ONLY : FOR 180° AT AREAS OVER 28' ONLY : FOR 360° AT AREAS OVER 28' ONLY CHECKED BY: REVISIONS: DATE JOB NO. DRAWN BY: DRAWINGS IN SET:

STA TE OF
C
A
LIFORN Renewal Date:

IA 09/30/26

L CI ENSED LA N
D
S
C
A

PE A RCHITECT

DA V ID
W . C
A
MPBELL LANDSCAPE PLANS FOR ELLIS LAKE IN MARYSVILLE, CA BY CITY OF MARYSVILLE 947 Enterprise Drive Loft B Sacramento, California 95825 916.827.4020 4409 CRLA 5044 L2.0 PLANTING AND IRRIGATION NOTES JLL 1. SITE ACCEPTANCE: THE CONTRACTOR SHALL OBSERVE THE SITE AND VERIFY THAT ROUGH GRADING AND ALL OTHER WORK HAS BEEN COMPLETED TO THE CONTRACTOR'S SATISFACTION. ANY PREVIOUS WORK THAT IS NOT COMPLETE SHALL BE BROUGHT TO THE OWNER'S OR LANDSCAPE ARCHITECT'S ATTENTION IN WRITING. BEGINNING WORK CONSTITUTES ACCEPTANCE OF THE SITE. 2. POSITIVE DRAINAGE: ENSURE POSITIVE DRAINAGE IN ALL LANDSCAPE AREAS, AND SHALL ADJUST ELEVATIONS AS REQUIRED. MINIMUM SLOPE IN TURF AREAS SHALL BE 0.5% TO OUTLET, MINIMUM SLOPE IN PLANTED AREAS SHALL BE 1.0%. 3. SUBSTITUTIONS: IN THE EVENT ANY PLANT MATERIAL SPECIFIED IS NOT AVAILABLE, CONTRACTOR SHALL SUBMIT PROPOSED SUBSTITUTION IMMEDIATELY TO LANDSCAPE ARCHITECT. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO DETERMINE THE SUITABILITY OF ANY PROPOSED SUBSTITUTION. SUBSTITUTIONS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 4. MATERIALS: HANDLE AND INSTALL ALL MATERIALS PER MANUFACTURER'S REQUIREMENTS. 5. PLANTING PIT DRAINAGE: EXCAVATED PLANTING PITS SHALL HAVE POSITIVE DRAINAGE. PLANT PITS WHEN FULLY FLOODED WITH WATER SHALL DRAIN WITHIN 2 HOURS OF FILLING. IF PLANTING PITS DO NOT DRAIN, OTHER MEASURES, INCLUDING A 1' DIAMETER X 8' DEEP AUGURED HOLE BACKFILLED WITH CRUSHED DRAIN ROCK, WILL BE REQUIRED. 6. PLANT MATERIAL: ALL PLANT MATERIAL SHALL COMPLY WITH ANSI Z60.1 “STANDARD FOR NURSERY STOCK,” NOTES AND DETAILS ON THE DRAWINGS. UNLESS OTHERWISE NOTED MINIMUM PLANT SIZES SHALL BE AS FOLLOWS. EVERGREEN SHRUBS (EXCEPT DWARF VARIETIES): 9" H. X 8" W. FOR 1-GALLON (#1); 15" H. X 12" W. FOR 5-GALLON (#5); AND 30" H. X 24" W. FOR 15-GALLON (#15). SINGLE TRUNK TREES: 5' H. W/ 1" CALIPER FOR 15-GALLON (#15); 8' H. W/ 2" CALIPER FOR 24" BOX (#25). CONTRACTOR SHALL SUBMIT PHOTOS OF ALL TREES 36" AND ABOVE FOR LANDSCAPE ARCHITECT'S APPROVAL PRIOR TO PURCHASE OR DELIVERY. APPROVAL OF PHOTOS DOES NOT PRECLUDE ON-SITE REJECTION OF UNSUITABLE PLANT MATERIAL. ALL TREES TO BE "STANDARD" FORM UNLESS NOTED OTHERWISE. 7. SITE CLEANLINESS: THE CONTRACTOR IS RESPONSIBLE TO KEEP THE SITE CLEAN, FOR SOIL EROSION CONTROL MEASURES, AND FOR ANY OTHER GENERAL REQUIREMENTS. SHOULD EXISTING CONDITIONS REQUIRE MITIGATION, THE CONTRACTOR SHALL ALERT THE OWNER OR LANDSCAPE ARCHITECT PRIOR TO PERFORMING WORK. 8. UNDERGROUND UTILITIES: THE CONTRACTOR SHALL VERIFY ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING WORK. CALL U.S.A. (811) TO LOCATE EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF ANY DAMAGED UTILITIES, TO THE SATISFACTORY OF THE OWNER AND GOVERNING AGENCY AT NO COST TO THE OWNER OR INCREASE IN BID AMOUNT. 9. BARK MULCH: A 3” LAYER OF 'WALK-ON' BARK MULCH SHALL BE INSTALLED IN 4' DIAMETER AROUND BASE OF ALL PROPOSED TREES. CONTRACTOR SHALL SUBMIT A MULCH SAMPLE PRIOR TO ORDER. 9.1. SOIL FERTILITY ANALYSIS AND AMENDMENT: THE CONTRACTOR SHALL OBTAIN A SOIL FERTILITY ANALYSIS AND RECOMMENDATIONS FOR THE GAZEBO ISLAND AND SUBMIT TO THE LANDSCAPE ARCHITECT, ALONG WITH ALL PROPOSED SOIL AMENDMENTS, FOR REVIEW AND APPROVAL. TURF RESEEDING AND TREE BACKFILL AREAS SHALL BE AMENDED PER THE SOILS REPORT, AND PER LOCAL ORDINANCE. EVEN WHEN NOT REQUIRED BY THE SOILS FERTILITY TEST, APPLY A MINIMUM OF 4 CUBIC YARDS PER 1,000 S.F. COMPOST OVER ALL PLANTED AREAS AND TILL INTO TOP 8" OF SOIL, ALONG WITH OTHER RECOMMENDATIONS PER THE SOILS FERTILITY TEST. ALL PLANTING PITS SHALL BE BACKFILLED WITH AMENDED SOIL MIX. 10. ESTABLISHMENT PERIOD: SHALL BE A MINIMUM OF 90 CALENDAR DAYS, BEGINNING UPON WRITTEN VERIFICATION OF SUBSTANTIAL COMPLETION BY THE LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. ESTABLISHMENT PERIOD SHALL CONSIST OF REGULAR LANDSCAPE MAINTENANCE BY THE INSTALLING CONTRACTOR, ENSURING ALL PLANTING IS IN A VIGOROUS AND HEALTHY CONDITION, AND ALLOWING PLANTS TO GROW-IN AND ACCLIMATIZE TO THE SITE. ANY PLANT THAT HAS BEEN REPLACED DURING THE ESTABLISHMENT PERIOD SHALL BE SUBJECT TO AN ADDITIONAL ESTABLISHMENT PERIOD EQUAL TO THE ORIGINAL ESTABLISHMENT PERIOD, BEGINNING ON THE DATE OF REPLACEMENT. ANY DAY OF IMPROPER MAINTENANCE, AS DETERMINED BY THE LANDSCAPE ARCHITECT OR LOCAL JURISDICTION, SHALL NOT COUNT TOWARD THE ESTABLISHMENT PERIOD. 11. UTILITY CLEARANCE: FOLLOW ALL JURISDICTIONAL REQUIREMENTS. AT MINIMUM IF NOT OTHERWISE REQUIRED OR NOTED: NO TREES SHALL BE PLANTED WITHIN 5' OF WATER AND SANITARY SEWER LINES. NO TREES SHALL BE PLANTED UNDER EXISTING OR FUTURE OVERHEAD POWERLINES, AND ALL REQUIRED CLEARANCES SHALL BE MAINTAINED. ALL PLANTING EXCEPT LOW-GROWING GROUNDCOVER SHALL BE 3' CLEAR OF ALL FIRE APPURTENANCES PER NFPA 18.5.7. 12. WORK IN RIGHT-OF-WAY: ALL WORK WITHIN THE RIGHT OF WAY OR TO BE MAINTAINED BY THE LOCAL AGENCY SHALL BE INSTALLED PER THE LATEST EDITION OF THE AGENCY CONSTRUCTION STANDARDS, AND ALL OTHER AGENCY REQUIREMENTS. 13. HYDROSEED INSTALLATION: CONTRACTOR SHALL PLACE AND ESTABLISH TURF IN ALL AREAS AS DELINEATED ON THE PLANS AS FOLLOWS. 13.1. REMOVE ALL ROCKS AND OTHER DELETERIOUS MATERIAL GREATER THAN 3/4" IN DIAMETER. ESTABLISH SMOOTH GRADES, WITH NO PONDING. ENSURE ADEQUATE SOIL COMPACTION TO AVOID SETTLEMENT, WITHOUT EXCEEDING 85% RELATIVE DENSITY. SUBSEQUENT SETTLEMENT SHALL BE CLEAR EVIDENCE OF INADEQUATE COMPACTION. 13.2. TIMING: HYDROSEEDING SHALL OCCUR BETWEEN SEPTEMBER 1 AND NOVEMBER 15, BUT IN NO CASE WHEN RAIN GREATER THAN .2” IN 24 HOURS IS PREDICTED WITHIN TWO WEEKS. HYDROSEEDING IS ALSO ACCEPTABLE BETWEEN MARCH 1 AND MAY 30, OR ANYTIME WHEN TEMPERATURES ARE NOT EXPECTED TO REACH 85 DEGREES OR HIGHER WITHIN THE NEXT 6 WEEKS. 13.3. SUBMITTALS: SUBMIT ALL MATERIALS PER CONTRACT DOCUMENTS. 13.4. SEED: SEED SHALL BE WEED FREE, FRESH, RE-CLEANED, GRADE A, NEW CROP CONSISTING OF THE PERCENTAGES OF MIX AS SPECIFIED. SEED SHALL BE LABELED IN ACCORDANCE WITH THE U.S. DEPARTMENT OF AGRICULTURE RULES AND REGULATIONS UNDER THE FEDERAL SEED ACT PRESENTLY IN EFFECT. SEED SHALL BE PROVIDED FROM AND MIXED BY A CERTIFIED DEALER. SEED MIXTURE SHALL BE LABELED WITH MANUFACTURER'S GUARANTEED ANALYSIS, GERMINATION RATE AND PURITY RATE. 13.5. WOOD CELLULOSE FIBER MULCH: (FOR HYDROMULCHING): MULCH SHALL BE SPECIALLY PREPARED WOOD CELLULOSE FIBERS WITH NO GROWTH OR GERMINATION INHIBITING FACTORS, AND DYED GREEN TO FACILITATE VISUAL METERING DURING APPLICATION. WOOD CELLULOSE FIBER SHALL HAVE ADDITIONAL CHARACTERISTICS OF DISPERSING RAPIDLY IN WATER TO FORM HOMOGENEOUS SLURRY AND REMAIN IN SUCH STATE WHEN AGITATED IN THE HYDRAULIC MULCHING UNIT. WOOD CELLULOSE FIBER MULCH SHALL BE SUPPLIED, COMPRESSED IN PACKAGES CONTAINING 50 POUNDS OF MATERIAL HAVING AN EQUILIBRIUM AIR DRY MOISTURE CONTENT AT TIME OF MANUFACTURE OF 12%, PLUS OR MINUS 2%. 13.6. BINDER: ORGANIC, NATURAL POLYSACCHARIDE DERIVED FROM GUAR GUM (OR) ORGANIC, NATURAL TACKIFIER DERIVED FROM GROUND PSYLLIUM. VERIFY APPLICATION RATES WITH MANUFACTURER. 13.7. FUNGICIDE: "SUBDUE" (CIBA-GEIGY) OR EQUAL. 13.8. MYCORRHIZAL INOCULANT: GRANULAR FORMULATION OF ENDOMYCORRHIZAL SPECIES SUITABLE FOR INCORPORATION WITH HYDROSLURRY MIX, MINIMUM OF 25,000 SPORES PER POUND. ACCEPTABLE PRODUCTS: 13.8.1. MYCOAPPLY “ENDO” 13.8.2. BIO ORGANICS “MICRONIZED ENDOMYORRHIZAL INOCULANT (BEIM)” 13.8.3. OR EQUAL. 13.9. EQUIPMENT: USED FOR APPLICATION OF SLURRY SHALL BE A COMMERCIAL-TYPE HYDRO-SEEDER AND HAVE A BUILT-IN AGITATION SYSTEM WITH AN OPERATION CAPACITY SUFFICIENT TO AGITATE, SUSPEND AND HOMOGENEOUSLY MIX SLURRY. TANK CAPACITY SHALL BE A MINIMUM OF 1,500 GALLONS AND SHALL BE MOUNTED ON A TRUCK TO ALLOW ACCESS TO THE SITE. DISTRIBUTION LINES SHALL BE LARGE ENOUGH TO PREVENT STOPPAGE AND ALLOW FOR EVEN DISTRIBUTION OF SLURRY OVER THE SITE. THE PUMP SHALL BE ABLE TO GENERATE 150 PSI AT THE NOZZLE. 14. AS-BUILTS: CONTRACTOR SHALL PROVIDE AS-BUILTS WITH APPROXIMATE LIMITS OF RESEEDING. PLANTING NOTES 1. QUANTITIES: (IF SHOWN) ARE FOR CONTRACTOR'S CONVENIENCE ONLY, AND SHALL NOT RELIEVE THE CONTRACTOR OF THE OBLIGATION TO INSTALL A COMPLETE AND FUNCTIONAL IRRIGATION SYSTEM, WITH EVEN AND HEAD-TO-HEAD COVERAGE OF ALL IRRIGATED AREAS, UNLESS SPECIFICALLY NOTED OTHERWISE. 2. FIELD CONDITIONS: THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL FIELD CONDITIONS. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN WHEN EXISTING WORK, OBSTRUCTIONS, SITE CONDITIONS, GRADE DIFFERENCES, OR OTHER ASPECTS ARE APPARENT IN THE FIELD THAT AFFECT INSTALLATION OF THE IRRIGATION SYSTEM. IN THE EVENT THAT DISCREPANCIES ARE FOUND, INFORM THE OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT IN WRITING. IF WRITTEN NOTICE IS NOT RECEIVED, THE CONTRACTOR ASSUMES ALL LIABILITY FOR THE IRRIGATION SYSTEM, INCLUDING ANY RE-DESIGN OR RE-WORK THAT MAY BE REQUIRED. 3. FIELD ADJUSTMENTS: ARE REQUIRED TO OBTAIN OPTIMUM EFFICIENCY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ADJUSTMENTS AS REQUIRED TO MINIMIZE OR ELIMINATE OVERSPRAY AND RUNOFF, AND TO MAXIMIZE DISTRIBUTION UNIFORMITY. ADJUSTMENTS INCLUDE BUT ARE NOT LIMITED TO: NOZZLE SELECTION, INSTALLATION OF IN-LINE OR IN-HEAD CHECK VALVES TO ELIMINATE LOW-HEAD DRAINAGE AND PONDING, AND ADJUSTMENT OF HEAD SPACING OR HEAD LAYOUT TO ACCOMMODATE IN-FIELD OBSTRUCTIONS OR CONDITIONS. 4. NEW MATERIALS: WHERE IRRIGATION EQUIPMENT REPLACEMENT IS REQUIRED, ALL HEADS AND PIPING SHALL BE NEW. VALVE MAY BE RELOCATED IF THEY ARE FUNCTIONAL. CONFORM TO ALL MANUFACTURER'S HANDLING AND INSTALLATION REQUIREMENTS. 5. PIPE SIZING: PIPE SIZES SHALL MATCH EXISTING PIPE SIZE. SMALLEST PIPE SIZE IS 3/4". IN NO CASE SHALL THE VELOCITY OF WATER THROUGH IRRIGATION LATERALS EXCEED 5 FPS UNLESS SPECIFICALLY NOTED OTHERWISE. 6. IRRIGATION SCHEDULE: THE CONTRACTOR SHALL OBSERVE EXISTING AND INSTALLED CONDITIONS, AND FOR IMPACTED VALVES SHALL ADJUST THE EXISTING CONTROLLER SCHEDULE ACCORDING TO ACTUAL FIELD CONDITIONS. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL SEEDED AREAS RECEIVE ADEQUATE MOISTURE, WITHOUT OVERWATERING. THIS INCLUDES MANUAL WATERING AS REQUIRED. DEPENDING ON SEASON, CONTRACTOR MAY ANTICIPATE ADJUSTING IRRIGATION SCHEDULE BY UP TO 50% DURING PLANT ESTABLISHMENT PERIOD. ALL OVERHEAD IRRIGATION SHALL BE SCHEDULED BETWEEN THE HOURS OF 8PM AND 10AM (OR AS PER LOCAL REQUIREMENTS). 7. STANDARD CONTROLLER WIRING: IF IRRIGATION REMOTE CONTROL VALVES ARE RELOCATED OR REPLACED, ENSURE THEY ARE RECONNECTED TO THE IRRIGATION CONTROLLER. IF ADDITIONAL CONTROL WIRE IS REQUIRED, CONTROL WIRING SHALL BE MINIMUM 14 AMERICAN WIRE GAUGE (AWG) IN COLOR TO MATCH EXISTING. WIRE RUNS UNDER PAVING SHALL BE INSTALLED IN SCH. 80 PVC UL LISTED ELECTRICAL CONDUIT WITHIN SLEEVES. 8. WARRANTY: ALL WORK SHALL BE WARRANTIED FROM ONE YEAR OF THE DATE OF SUBSTANTIAL COMPLETION. PRIOR TO ACCEPTANCE, PROVIDE A GUARANTEE STATING THE PROJECT NAME, PROJECT LOCATION, DATE OF SUBSTANTIAL COMPLETION, INSTALLING CONTRACTOR'S NAME, CONTACT INFORMATION (PHONE, ADDRESS, EMAIL) AND LICENSE NUMBER ON COMPANY LETTERHEAD. 9. THREADED CONNECTIONS: ALL PLASTIC THREADED CONNECTIONS EXCEPT MARLEX SHALL RECEIVE THREE WRAPS "EXTRA HEAVY" OR "FULL DENSITY" TEFLON OR PTFE TAPE PRIOR TO ASSEMBLY. PLASTIC MALE THREADED ADAPTORS SHALL NOT BE USED AND WILL BE REJECTED, EXCEPT WHEN MAKING CONNECTION TO METAL: ALL THREADED CONNECTIONS TO METAL PIPE SHALL USE PLASTIC MALE THREADS TO FEMALE METAL THREADS. 10. IRRIGATION REPLACEMENT: CONTRACTOR SHALL RELOCATE EXISTING IRRIGATION EQUIPMENT, INCLUDING MAINLINE AND LATERAL PIPES, VALVES, HEADS, AND ANY OTHER EQUIPMENT TO ENSURE FULLY FUNCTIONAL SYSTEM AT END OF PROJECT. IF EQUIPMENT IS DAMAGED, CONTRACTOR SHALL REPLACE WITH NEW, IN-KIND EQUIPMENT. WHERE REPLACING HEADS AND PIPE, SELECT APPROPRIATE EQUIPMENT FROM BELOW LEGEND. CONTRACTOR SHALL ENSURE NO HEADS ARE LOCATED WITHIN 5' OF AN EXISTING OR PROPOSED TREE TRUNK. CONTRACTOR REQUIRED TO PROVIDE COMPLETE AND FUNCTIONAL IRRIGATION SYSTEM TO SATISFACTION OF THE CITY. 11. SLEEVES: ALL EXISTING AND PROPOSED PIPING UNDER PROPOSED PAVED AREAS TO BE RUN IN PVC SCH. 40 SLEEVES AT LEAST TWICE THE DIAMETER OF THE PIPE BEING SLEEVED. ALL CONTROL WIRING UNDER PAVED AREAS TO BE RUN IN A SEPARATE SLEEVE, SIZED TO FACILITATE PULLING WIRE BUNDLE. SLEEVES TO EXTEND A MINIMUM OF 18" BEYOND PAVEMENT. 12. AS-BUILTS: CONTRACTOR SHALL PROVIDE AS-BUILTS WITH LOCATIONS OF NEW OR RELOCATED MAINLINES, LATERAL LINES, AND/OR VALVES. IRRIGATION NOTES TREE PROTECTION NOTES: 1. GENERAL: ALL OFF-SITE TREES SHALL BE PROTECTED IN PLACE. CONTRACTOR SHALL PROTECT TREE PROTECTION ZONE OF EXISTING TREES TO BE RETAINED. 2. PRUNING: PRUNE TREES ONLY IF REQUIRED TO PREVENT DAMAGE DURING CONSTRUCTION. ALL PRUNING SHALL BE DONE UNDER THE DIRECT SUPERVISION OF A ISA-CERTIFIED ARBORIST. 3. TREE PROTECTION ZONE (TPZ): MINIMUM TPZ IS DRIPLINE RADIUS +1 FOOT. 4. TREE PROTECTION FENCING: FENCING SHALL BE INSTALLED AROUND THE ON-SITE PERIMETER OF THE TREE PROTECTION ZONE FOR ALL TREES TO BE PRESERVED. WHENEVER POSSIBLE, FENCE MULTIPLE TREES TOGETHER. FENCING SHALL CONSIST OF MIN. 4'-TALL HIGH VISIBILITY PLASTIC FENCING INSTALLED ON METAL T-POSTS SPACED AS NEEDED AND 8-FEET ON CENTER. 5. RESTRICTIONS WITHIN TPZ AND TREE PROTECTION FENCING: NO PARKING, PORTABLE TOILETS, DUMPING OR STORAGE OF ANY CONSTRUCTION MATERIALS, GRADING, EXCAVATION, TRENCHING, OR OTHER INFRINGEMENT BY WORKERS OR DOMESTICATED ANIMALS ARE ALLOWED IN THE TPZ NOR WITHIN TREE PROTECTION FENCING; NO SIGNS, ROPES, CABLES, OR ANY OTHER ITEM SHALL BE ATTACHED TO A PROTECTED TREE, UNLESS RECOMMENDED BY A CITY-APPROVED ARBORIST. 5. WORK WITHIN TREE PROTECTION FENCING: IF TEMPORARY IMPACTS (E.G. DEMOLITION, IRRIGATION INSTALLATION) REQUIRE ENCROACHMENT INTO THE TREE PROTECTION FENCING, MOVE FENCE TO LIMIT OF WORK DURING ACTIVE CONSTRUCTION OF ITEM AND RETURN TO EDGE OF TPZ ONCE WORK IS COMPLETED. PLACE 6-8" WOOD MULCH INSIDE TREE PROTECTION FENCE WHERE CONSTRUCTION ACCESS AS NEEDED. INSTALL ADDITIONAL TEMPORARY FENCING AT LIMITS OF REQUIRED ACCESS AND ADJUST AS WORK PROGRESSES. 8. TREE PROTECTION FENCING REMOVAL: POST-CONSTRUCTION REMOVE TREE PROTECTION FENCING, POSTS, AND SIGNS AND DISPOSE OF PROPERLY OFF-SITE. FENCING SHALL NOT BE REMOVED UNTIL CONSTRUCTION IS COMPLETE AND APPROVAL FOR REMOVAL IS GIVEN BY CLIENT REPRESENTATIVE. KEEP OUT TREE PROTECTION AREA PER

ORDINANCE,
BUT 4'-0" MIN. MIN. 8.5" X 11" SIGN LAMINATED IN PLASTIC, SPACED EVERY 50' ALONG THE FENCE TREE PROTECTION FENCE: HIGH DENSITY POLYETHYLENE FENCING WITH 3.5" X 1.5" OPENINGS. COLOR: ORANGE. STEEL POSTS INSTALLED AT 8' -0" O.C. 2" X 6' STEEL POSTS OR APPROVED EQUAL 3" LAYER OF CHIP MULCH OVER THE PROTECTED ROOT ZONES MAINTAIN EXISTING GRADE WITHIN THE TREE PROTECTION FENCE UNLESS OTHERWISE INDICATED ON THE PLANS A. SEE ARBORIST REPORT FOR ADDITIONAL PROTECTION REQUIREMENTS. COMPLY WITH ALL TREE PROTECTION REQUIREMENTS PER JURISDICTION. B. IRRIGATE AS NEEDED TO MAINTAIN HEALTH OF TREE. C. KEEP EXPOSED ROOTS MOIST. D. NO PRUNING SHALL BE PERFORMED EXCEPT UNDER THE DIRECTION OF APPROVED ARBORIST. E. NO EQUIPMENT SHALL OPERATE INSIDE THE PROTECTIVE FENCING INCLUDING DURING FENCE INSTALLATION AND REMOVAL. F. NO MATERIALS SHALL BE STORED INSIDE FENCE. NOTES TREE PROTECTION FENCING NO SCALE SECTION CROWN DRIP LINE OR OTHER LIMIT OF TREE PROTECTION AREA. SEE TREE PRESERVATION PLAN FOR FENCE ALIGNMENT. 1 RESPONSE TO BIDDER INQUIRIES, 8/4/2026
1 1
< SD
< SD
< SD
< SD
< SD
< SD
< SD
< SD
< SD
< SD
< SD
< SD
< SD
< SD
< SD < SD < SD < SD < SD < SD < SD < SD < SD < SD < SD < SD < SD < SD < SD < SD < SD < SD < SD < SD W W W B STREET/SR 70 14TH STREET ELLIS LAKE (2) ZEL SER 15 GAL. WATER LINE, TYP. TOP OF BANK, TYP. R.O.W. EXISTING STORMPIPE, P.I.P. X X X < SD < SD < SD < SD < SD < SD < SD < SD < SD < SD < SD 14TH STREET ELLIS LAKE WATER LINE, TYP. TOP OF BANK, TYP. WATER LINE, TYP. TOP OF BANK, TYP. EXISTING WATER PIPE, TYP. (1) ZEL SER 15 GAL. (1) ZEL SER 15 GAL. X XX XXX CHECKED BY: REVISIONS: DATE JOB NO. DRAWN BY: DRAWINGS IN SET:

X
X
X < SD < SD < SD < SD < SD < SD < SD < SD < SD < SD < SD < SD < SD < SD < SD
< SD
< SD
< SD
< SD
< SD < SD B STREET/SR 70 WATER LINE, TYP. TOP OF BANK, TYP.

X
X
X CHECKED BY: REVISIONS: DATE JOB NO. DRAWN BY: DRAWINGS IN SET:

STA TE OF
C
A
LIFORN Renewal Date:

IA 09/30/26

L CI ENSED LA N
D
S
C
A

PE A RCHITECT

DA V ID
W . C
A
MPBELL LANDSCAPE PLANS FOR ELLIS LAKE IN MARYSVILLE, CA BY CITY OF MARYSVILLE 947 Enterprise Drive Loft B Sacramento, California 95825 916.827.4020 4409 CRLA 5044 L2.2 PLANTING AND IRRIGATION RESTORATION PLAN JLL N 0' 20' 40' 1" = 20'
N 0' 20' 40' 1" = 20'
1 EXISTING TREE TO REMAIN, PROTECT IN PLACE. ALL EXISTING TREES TO REMAIN WITHIN WORK AREA SHALL RECEIVE TREE PROTECTION FENCING. SEE TREE PROTECTION NOTES ON L2.0 EXISTING TREE TO REMOVE, S.C.D. DEMOLITION PLAN APPROXIMATE AREA OF TURF RESTORATION (HYDROSEEDING, 80% PERENNIAL RYE AND 20% DROUGHT TOLERANT FESCUE) AND IRRIGATION RELOCATION/REPLACEMENT PER NOTES PLANTING AND IRRIGATION LEGEND X OVERSEED TURF WITH AN 80/20 MIX (80% PERENNIAL RYE AND 20% DROUGHT TOLERANT FESCUE) AT 10LBS/1,000SF AND RELOCATE/REPAIR IRRIGATION PER NOTES NOTES 1. HATCH AREA IS SHOWN DIAGRAMMATICALLY. TURF SHALL BE RESEEDED WHEREVER EXISTING TURF WAS DAMAGED BY CONSTRUCTION. IRRIGATION SHALL BE RELOCATED OR REPLACED WHEREVER DAMAGED BY CONSTRUCTION OR AS REQUIRED TO RESTORE IRRIGATION SYSTEM TO FUNCTIONAL STATE. TREE PROTECTION FENCING SYMBOL CODE BOTANICAL / COMMON NAME CONT QTY TREES ZEL SER ZELKOVA SERRATA / JAPANESE ZELKOVA 15 GAL. 11 PLANT LEGEND

CONTINUATION LINE - SEE ABOVE

CONTINUATION LINE - SEE BELOW
CONTINUATION LINE - SEE SHEET L2.1 RESPONSE TO BIDDER INQUIRIES, 8/4/2026 1 OE
OE
OE
OE
OE
OE
< SD
< SD < SD < SD < SD < SD
< SD
< SD
W W

W W W W W W W W W W W

W W W W W W

W W W W W W W W W W

W W W W

W W W W W W W

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

W W W W W
W
W W W
W
W
W
W W
W < SD < SD
OE
OE
OE
OE
OE
OE
InG

SM ELLIS LAKE
11TH
STREET
12TH
STREET
InG
SM (3) ZEL SER 15 GAL. WATER LINE, TYP. TOP OF BANK, TYP. WATER LINE, TYP. TOP OF BANK, TYP. EXISTING WATER PIPE, TYP. CHECKED BY: REVISIONS: DATE JOB NO. DRAWN BY: DRAWINGS IN SET:

STA TE OF
C
A
LIFORN Renewal Date:

IA 09/30/26

L CI ENSED LA N
D
S
C
A

PE A RCHITECT

DA V ID
W . C
A
MPBELL LANDSCAPE PLANS FOR ELLIS LAKE IN MARYSVILLE, CA BY CITY OF MARYSVILLE 947 Enterprise Drive Loft B Sacramento, California 95825 916.827.4020 4409 CRLA 5044 L2.3 PLANTING AND IRRIGATION RESTORATION PLAN JLL N 0' 20' 40' 1" = 20'
1 EXISTING TREE TO REMAIN, PROTECT IN PLACE. ALL EXISTING TREES TO REMAIN WITHIN WORK AREA SHALL RECEIVE TREE PROTECTION FENCING. SEE TREE PROTECTION NOTES ON L2.0 EXISTING TREE TO REMOVE, S.C.D. DEMOLITION PLAN APPROXIMATE AREA OF TURF RESTORATION (HYDROSEEDING, 80% PERENNIAL RYE AND 20% DROUGHT TOLERANT FESCUE) AND IRRIGATION RELOCATION/REPLACEMENT PER NOTES PLANTING AND IRRIGATION LEGEND X OVERSEED TURF WITH AN 80/20 MIX (80% PERENNIAL RYE AND 20% DROUGHT TOLERANT FESCUE) AT 10LBS/1,000SF AND RELOCATE/REPAIR IRRIGATION PER NOTES NOTES 1. HATCH AREA IS SHOWN DIAGRAMMATICALLY. TURF SHALL BE RESEEDED WHEREVER EXISTING TURF WAS DAMAGED BY CONSTRUCTION. IRRIGATION SHALL BE RELOCATED OR REPLACED WHEREVER DAMAGED BY CONSTRUCTION OR AS REQUIRED TO RESTORE IRRIGATION SYSTEM TO FUNCTIONAL STATE. TREE PROTECTION FENCING SYMBOL CODE BOTANICAL / COMMON NAME CONT QTY TREES ZEL SER ZELKOVA SERRATA / JAPANESE ZELKOVA 15 GAL. 11 PLANT LEGEND RESPONSE TO BIDDER INQUIRIES, 8/4/2026 1 CHECKED BY: REVISIONS: DATE JOB NO. DRAWN BY: DRAWINGS IN SET:

BID SET KEYMAP: JLL JULY 15, 2026 23038E 27 © ROACH CAMPBELL, INC. ALL RIGHTS RESERVED. THIS WORK MAY NOT BE REPRODUCED OR USED, IN WHOLE OR IN PART, WITHOUT THE EXPRESS WRITTEN PERMISSION OF ROACH CAMPBELL, INC. 2026 JULY 15 2026 23038E MAIN LAKE GRANT PLT IRR.dwg DATE SIGNED: 07/15/26 Signature CRLA 5044 STA TE OF CA LIFORN Renewal Date: IA 09/30/26 L CI ENSED LA NDSCA PE A RCHITECTDA V ID W . CA MPBELL LANDSCAPE PLANS FOR ELLIS LAKE IN MARYSVILLE, CA BY CITY OF MARYSVILLE 947 Enterprise Drive Loft B Sacramento, California 95825 916.827.4020 4409 CRLA 5044 L2.4 PLANTING AND IRRIGATION DETAILS JLL NOTES A. PROVIDE POSITIVE DRAINAGE TO OUTLET IN ALL PLANTED AREAS. DO NOT ALLOW SURFACE DRAINAGE ONTO WALKWAYS, DRIVEWAYS, OR OTHER HARDSCAPE, OR SURFACE DRAINAGE TOWARD OR AGAINST STRUCTURES. PLANTED AREAS SODDED OR SEEDED AREAS SLOPE TO FULL DEPTH OF MULCH WITHIN 12" OF EDGE DEPTH
OF MULCH 1/4" TO 1/2" ADJACENT HARDSCAPE, HEADER, OR OTHER OBJECT FINISH GRADE BEFORE MULCH TOP OF MULCH AMENDED AND PREPARED SOIL 1" PLANTED AREA EDGE CONDITION AT HARDSCAPE NO SCALE SECTION 1 PLANTING AREA SOIL PREPARATION NO SCALE SECTION 18 - 24" A. SEE SPECIFICATIONS (IF PROVIDED) FOR ADDITIONAL REQUIREMENTS. SEE EDGE CONDITION DETAIL FOR FINAL FINISH GRADE AT ADJACENT SURFACES APPLY COMPOST AND REQUIRED AMENDMENTS PER SOILS REPORT PRIOR TO TILLING. TILL TOP 8" (MIN.) IN ALL PLANTING AREAS PROPOSED FINISH GRADE AFTER SETTLING NOTES COMPACTION SHALL NOT EXCEED 85% R.D. IN PLANTING AREAS. COMPACTION IN EXCESS OF 85% SHALL REQUIRE REMEDIATION BY FRACTURING WITH A BACKHOE OR OTHER MEANS AS DETERMINED BY THE LANDSCAPE ARCHITECT. 2 EXAMPLES A B ASPECT RATIO 2.50" 1.80" 0.72 2.0" 2.0" 1.0 2.50" 2.0" 0.80 4.0" 3.0" 0.75 A EXAMPLES A B ASPECT RATIO 1.50" 0.50" 0.33 2.50" 0.90" 0.36 2.0" 1.00" 0.50 2.50" 1.60" 0.64 ASPECT RATIO OF B:A IS GREATER THAN OR EQUAL TO 0.66 AS MEASURED 1" ABOVE THE TOP OF THE BRANCH UNION. A. ASPECT RATIO SHALL BE LESS THAN 0.66 ON ALL BRANCH UNIONS. ASPECT RATIO IS THE DIAMETER OF BRANCH (B) DIVIDED BY THE DIAMETER OF THE TRUNK (A) AS MEASURED 1" ABOVE THE TOP OF THE BRANCH UNION. B. ANY TREE NOT MEETING THESE REQUIREMENTS MAY BE REJECTED, EXCEPTING THOSE NOTED AS "MULTI-TRUNKED" ONE CENTRAL LEADER (NO CO-DOMINANCE) ASPECT RATIO IS LESS THAN .66 MULTIPLE CO-LEADERS ASPECT RATIO IS GREATER THAN .66 NOTES A B A B A B TREE BRANCHING STRUCTURE NO SCALE AS NOTED A B B B ASPECT RATIO OF B:A IS GREATER THAN OR EQUAL TO 0.66 AS MEASURED 1" ABOVE THE TOP OF THE BRANCH UNION. ACCEPTABLE REJECTABLE 5 ACCEPTABLE REJECTABLE STRUCTURAL ROOTS PRIMARILY GROW TO ONE SIDE. STRUCTURAL ROOTS MISSING FROM ONE SIDE, AND/OR GROW TANGENT TO TRUNK. STRUCTURAL ROOTS CIRCLE INTERIOR OF ROOT BALL. NO STRUCTURAL ROOTS ARE HORIZONTAL AND REACH THE ROOT BALL PERIPHERY NEAR THE TOP OF THE ROOT BALL. STRUCTURAL ROOTS DESCEND INTO ROOT BALL INTERIOR. NO STRUCTURAL ROOTS ARE HORIZONTAL AND REACH THE ROOT BALL PERIPHERY NEAR THE TOP OF THE ROOT BALL. ROOTS RADIATE FROM TRUNK AND REACH SIDE OF ROOT BALL WITHOUT DEFLECTING DOWN OR AROUND. A. OBSERVATIONS OF ROOTS SHALL OCCUR PRIOR TO ACCEPTANCE. ROOTS AND SUBSTRATE MAY BE REMOVED DURING THE OBSERVATION PROCESS; SUBSTRATE/SOIL SHALL BE REPLACED AFTER OBSERVATION HAS BEEN COMPLETED. B. SMALL ROOTS (1/4" OR LESS) THAT GROW AROUND, UP, OR DOWN THE ROOT BALL PERIPHERY ARE CONSIDERED A NORMAL CONDITION IN CONTAINER PRODUCTION AND ARE ACCEPTABLE HOWEVER THEY SHOULD BE ELIMINATED AT THE TIME OF PLANTING. ROOTS ON THE PERIPHERY MAY BE REMOVED AT THE TIME OF PLANTING. C. SEE SPECIFICATIONS (IF PROVIDED) FOR OBSERVATION PROCESS AND REQUIREMENTS. D. PRIOR TO PLANTING, SOIL SHALL BE REMOVED FROM THE TOP OF THE ROOT BALL AS REQUIRED TO EXPOSE THE ROOT FLARE. ONLY ABSORBING ROOTS REACH THE PERIPHERY NEAR THE TOP OF THE ROOT BALL. STRUCTURAL ROOTS MOSTLY WRAP OR ARE DEFLECTED ON THE ROOT BALL INTERIOR. THE POINT WHERE TOP-MOST ROOT(S) EMERGES FROM THE TRUNK (ROOT COLLAR) SHOULD BE WITHIN THE TOP 2" OF SUBSTRATE. THE ROOT COLLAR AND THE ROOT BALL INTERIOR SHOULD BE FREE OF DEFECTS INCLUDING CIRCLING, KINKED, ASCENDING, AND STEM GIRDLING ROOTS. STRUCTURAL ROOTS SHALL REACH THE PERIPHERY NEAR THE TOP OF THE ROOT BALL. STRUCTURAL ROOTS CIRCLE AND DO NOT RADIATE FROM THE TRUNK. 2" MAX NOTES ABSORBING ROOTS STRUCTURAL ROOTS ROOTS GROWING TANGENT TO TRUNK ROOT COLLAR TOP OF ROOT BALL LEVEL AT WHICH TOP-MOST ROOT EMERGES FROM TRUNK ROOT BALL PERIPHERY STRUCTURAL ROOT ROOT STRUCTURE: CONTAINERIZED PLANTS NO SCALE AS NOTED 3 VINYL TREE TIE, BLACK, UV-RESISTANT, MIN. 24" LONG. INSTALL WITH SLACK TO ALLOW FLEXIBILITY. SECURE W/ GALVANIZED NAIL. 2" DIA. X 10' LODGEPOLE STAKES. KEEP CLEAR OF ROOT BALL. CUT STAKES TO KEEP CLEAR OF LOWEST BRANCHES. 1 X 4 REDWOOD BRACE, CLEAR OF TRUNK. MIN. 1' FROM FINISH GRADE ROOTBALL, REST ON PLINTH OF UNDISTURBED SUBGRADE OR COMPACTED SOIL. A. MULCH MIN. 3" DEPTH, KEEP 6" FROM TRUNK. B. PLANTING PIT DIAMETER MIN. 2X DIAMETER OF CONTAINER. C. FERTILIZER TABLETS SHALL BE 21 GRAM, SLOW-RELEASE, QUANTITY AS FOLLOWS: 15 GALLON: 8 TABLETS 24" BOX: 16 TABLETS 36" BOX: 20 TABLETS 48" BOX: 32 TABLETS NOTES FERTILIZER TABLETS, MIN. 4" FROM ROOTBALL, 6" DEEP, EVENLY DISTRIBUTED SOIL BERM, 4-6" HIGH X 8-10" WIDE, OUTSIDE PLANTING PIT (OMIT IN SODDED AREAS) AMENDED SOIL IN PLANTING PIT AND SURROUNDING PLANTER AREAS TREE PLANTING: STANDARD UP TO 36" BOX NO SCALE SECTION 4'-0" MIN. 4 POP-UP HEAD NO SCALE MIN. 2", MAX. 3" CLR. OF EDGES A. APPLY THREE WRAPS TEFLON TAPE TO ALL THREADED CONNECTIONS EXCEPT MARLEX. B. SWING JOINTS SHALL PVC STREET ELS AND SCHEDULE 80 NIPPLES AS SHOWN, OR PRE-MANUFACTURED SCH. 40 3-AXIS SWING JOINTS WITH O-RING SEALS. C. ALWAYS USE BOTTOM INLET. LATERAL LINE PER IRRIGATION LEGEND AND PLANS POP-UP BODY AND NOZZLE PER IRRIGATION LEGEND SET HEAD FLUSH IN TURF, 1" ABOVE FINISH GRADE IN PLANTER AREAS. ADJACENT PAVING, CURB, OR EDGE NOTES: SCH 40 PVC STREET EL (3 LOCATIONS) SCH. 80 NIPPLE 7 IRRIGATION TRENCHING NO SCALE AS NOTED 1. INSTALL 24-VOLT CONTROL WIRING ADJACENT TO PRESSURE MAINLINE, MAX. 3-INCHES ABOVE AND TO THE SIDE OF MAINLINE. 2. PROVIDE EXPANSION LOOP IN WIRE BUNDLES AT ALL CHANGES IN DIRECTION (45°, 90°, CORNERS, ETC.) 3. PVC PIPE SHALL NOT BE BENT INSIDE TRENCH TO A POINT WHERE THERE IS STRESS ON GLUED FITTINGS. 4. NO STACKING OF PIPES ALLOWED, OR MORE THAN THREE PIPES IN CONJOINED TRENCHES. 5. COMPACT TRENCHES TO 85% IN PLANTED AREAS, 95% IN PAVED AREAS. SETTLEMENT SHALL BE EVIDENCE OF INSUFFICIENT COMPACTION AND SHALL BE REPAIRED AT NO ADDITIONAL COST TO OWNER. 6. EXTEND SLEEVING MIN. 12" BEYOND PAVING 7. ONE LINE/PIPE PER SLEEVE, SEP. SLEEVE FOR WIRING 10' NOTES SECTION IN PLANTED AREAS SECTION IN PAVED AREAS 12" 6" MAINLINE 2" DEPTH CLEAN BACKFILL ON AN EVEN, ROCK AND CLOD FREE SURFACE LATERAL WIDTH AS REQ'D. FINISH GRADE DIRECT BURIAL CONTROL WIRING (AND/OR CONDUIT), AS SPECIFIED 24" FINISH GRADE SLEEVE FOR DIRECT BURIAL CONTROL WIRING (AND/OR CONDUIT), AS SPECIFIED PLAN TAPE AND BUNDLE CONTROL WIRING AT 10' MAX. INTERVALS AND AT JOINTS SNAKE PIPE IN TRENCHES LATERAL IN SLEEVE 2" MIN. SAND BEDDING EXTENDING AT LEAST 2" BELOW AND 4" ABOVE SLEEVES MAINLINE IN SLEEVE 6

Marysville City CouncilSeptember 1, 2026

Marysville City Council
September 1, 2026