Att A - Project Plans — Signal Hill City Council, February 27, 2024

EAST WALL ST TEMPLE AVE
36 WALL STREET N0°00'35"W 114.00' TEMPLE AVENUE
N89°59'18"E 174.81' N0°00'25"E 114.00'
CL
N89°59'18"E 174.84'
DRAIN

93.20 EG 93.88 EG 94.57 EG 95.03 EG 95.89 EG

95.49 95.54

95.92 EG

96.98 EG

98.72 EG
101.65 EG

92.85FS 93.63 FS

94.27 95.00 95.34 96.03

95.78FL

93.51 TC 93.05 FL 94.26 TC 93.80 FL 94.91 TC 94.40 FL 95.40 TC 94.87 FL 95.94 TC 95.42 FL 96.31 TC/TX

95.99 TC/BX

96.18 TC/BX

96.76 TC/TX

97.17 TC 96.66 FL

99.05 TC 98.58 FL
101.98 TC 101.52 FL

96.52 FOW 102.92 TW

99.24 FOW
102.49 FOW
104.50 FOW 110.26 TW TW STEP 110.30 103.65 FOW 109.79 TW STEP TW STEP 109.58 102.52 FOW 109.33 TW 102.90 FOW 104.74 FOW104.54 FOW 106.30 TW 102.05 FOW 104.48 TW
101.86 FOW 102.11 FOW 102.80 TW 104.50 TW
100.60 S/W
102.04 S/W
WM
102.04 S/W101.94 S/W
100.61 S/W
100.73 S/W
100.44 100.53 S/W
S/W
100.20 S/W

99.73 S/W

99.02 S/W

97.42 S/W

99.87 EOC 99.77 EOC
100.15 EOC
100.19 EOC
100.16 S/W
100.61 S/W
100.96 S/W
101.07 S/W
101.32 101.52 S/W S/W
101.11 EOC
101.31 EOC
101.42 EOC
101.49 EOC
101.88 EOC
101.98 EOC 101.92 EOC 101.88 EOC 101.81 EOC 101.74 EOC 101.79 EOC 101.65 101.83 EOC EOC
101.73 EOC
101.72 EOC
102.73 EOC
102.71 EOC 102.72 EOC 102.75 EOC
102.77 CURB
103.09 CURB 101.91 CURB 102.53 102.78 CURB CURB
101.46 CURB
100.66 CURB 100.99 POND 101.85 POND 101.51 POND 101.85 POND 105.09 WV 103.41 WV
104.94 WV
100.28 POND

99.44 FL
100.74 POND
100.08 POND 101.49 POND
100.31 FL
100.76 FL 102.96 POND
104.01 POND
103.79FL
103.88 FL 103.88 POND
104.78 POND 104.52 POND 104.08 CURB 104.01 CURB
103.37 CURB
103.09 CURB
102.71 CURB
102.52 CURB 102.33 CURB 102.20 CURB 101.89 CURB 101.61 CURB 101.24 CURB 101.09 CURB 100.35 S/W
100.21 CURB

98.98 FL

98.22FL 98.86 POND

98.79 POND

97.24 FL

98.63 POND

96.63FL96.02 FL

97.79 POND

97.64 POND 95.88 FL

95.79 FL

97.68 POND

98.45 POND 98.57 POND

95.78FL

98.41 POND

98.31 POND

97.79 POND 98.21 98.24 POND POND

97.86 POND

97.81 POND

98.77 POND

98.33 POND

99.06 POND

99.65 POND

99.74 POND

99.91 98.68 POND S/W

98.40 S/W 97.83 S/W97.73 S/W 97.69 EOC

97.39 EOC 97.46 S/W

97.34 S/W

97.28 S/W

97.29 EOC

97.31 EOC97.26 EOC

97.25 EOC

97.29 EOC 97.32 EOC

97.24 S/W

97.20 97.20 EOC S/W

97.18 EOC 97.11 CURB

97.10 S/W 96.96 S/W 96.76 S/W

96.48 S/W

95.81 S/W

95.35 S/W

94.91 S/W 94.47 94.34 S/W S/W

94.35 S/W

93.74 S/W 93.77 S/W

93.77 S/W

93.66 TC
9357 TC

96.55 CURB

97.16 CURB
104.49 CURB

99.74 FG 99.61 FG 99.95 FG
103.32 EOC
103.31 EOC 103.33 EOC
103.28 EOC
103.44 103.48 EOC EOC
103.46 EOC
103.42 EOC

96.86 TG

94.22 S/W 94.40 S/W

94.47 STEP

96.68 S/W

96.13 S/W

95.37 S/W94.99 S/W

95.06 S/W 94.85 WM

95.20 S/W 95.73 S/W

95.66 S/W 95.90 S/W

96.25 S/W96.13 S/W

96.60 HCR

97.03 96.65 HCR
ICB

96.28 ICB 96.42 CURB

97.76 CURB

98.02 CURB

97.56 S/W 97.68 CURB
TREE 1.5 Ø 97.94 CURB

97.99 CURB

98.30 CURB

98.79 CURB

99.04 CURB

99.71 CURB

99.72 EOC

99.88 EOC TREE 1.0 Ø

99.30 S/W

99.57 S/W99.45 S/W

99.85 S/W

99.12 ICV

99.20 ICB

99.36 ICB

99.34 ICB

99.39 ICB

99.85 TW .5'

99.83 S/W
100.00 S/W 99.98 S/W
101.11 STEP
101.10 STEP 101.14 STEP

99.98 S/W

99.96 EOC
100.85 EOC 100.33 S/W
100.39 S/W
100.45 S/W 100.47 S/W
100.47 S/W
100.41 CURB
101.73 EOC
101.60 CURB 101.02 EOC
103.10 ICV
102.94 ICB
102.93 ICB 103.07 ICB
102.98 ICB
103.84 ICB
TREE 2.0 Ø
TREE 1.7 Ø
TREE 1.0 Ø
TREE 3.0 Ø
TREE 2.0 Ø

96.79 96.60 S/W S/W

96.67 S/W

97.34 96.52 S/W
TG

96.96 S/W 97.06 S/W

96.70 TG

97.25 S/W

97.48 S/W

97.93 S/W

97.77 EOC 99.46 EOC 99.49 EOC

99.48 EOC 99.48 EOC 99.55 EOC99.51 EOC

99.47 EOC 99.51 EOC
BBQ

99.68 FG
100.03 CURB

99.79 CURB

99.53 CURB 99.43 CURB 99.26 CURB

98.93 CURB

98.80 IRR

98.83 CURB 98.73 CURB 98.56 CURB

98.20 CURB

97.93 CURB 97.74 CURB 97.56 CURB97.50 CURB

97.77 CURB 97.54 CURB

97.96 CURB97.99 CURB 97.69 CURB97.60 CURBTREE 1.0 Ø

98.23 FG TREE 2.6 Ø

96.97 SCE
TREE 3.0 Ø

94.42 STEP

97.01 STEP 96.94 STEP

95.78 TG

97.74 SD LID

99.67 DECK 98.86 EOC

99.06 FG

98.75 CURB

98.50 CURB

98.75 EOC

98.65 EOC

98.68 EOC

98.84 EOC

99.79 TW 98.88 PILLAR
PILLAR 99.79 99.76 PILLAR

99.89 PILLAR

99.97 DECK 99.99 DECK BBQ 99.81 TW
100.17 TW
100.23 TW
100.28 TW 100.27 TW 100.32 TW 100.35 100.33 TW TW 100.40 TW 100.38 TW 100.34 S/W
100.33 S/W
100.38 S/W 100.30 S/W100.30 S/W100.27 S/W
100.15 S/W

99.67 STEP 99.66 STEP

99.80 STEP

98.87 ICV

99.81 TW .5' 99.84 TW .5'

99.84 TW .5'

99.82 TW .5'

99.57 TW .5'

99.82 S/W

98.60 RAMP 99.79 DECK 98.59 EOC

99.60 TG
102.22 102.37CURB CURB 102.27 CURB
102.24 CURB 102.24 CURB
102.15 CURB
101.94 CURB
101.70 CURB
TREE 103.50 FG 2.0 Ø

98.62 WM
100.68 TG
EXIST. 8" SEWER
EXIST. GAS EXIST. GAS EXIST. HIGH PRESSURE GAS EXIST. 8" SEWER //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// HILLBROOK PARK RENOVATION PROJECT 1865 TEMPLE AVE. SIGNAL HILL CA. 90755

CITY OF SIGNAL HILL
ABBREVIATIONS: SHEET INDEX:

L-0.0
L-1.00
C-1.01
C-1.02
C-1.03
C-1.04
L-2.00
L-2.01
L-2.02
L-2.03
L-2.04
L-2.05
L-2.06
L-2.07
L-2.08
L-2.09
L-2.10
L-3.00
L-3.01
L-3.02
L-3.03
L-4.00
L-4.01
L-4.02
L-4.03
E-1.0
E-2.0
E-3.0

TITLE SHEET

SURVEY & DEMOLITION PLAN

CIVIL GRADING AND DRAINAGE PLAN

CIVIL SECTIONS

CIVIL DETAILS

EROSION CONTROL PLAN

CONSTRUCTION LEGEND AND NOTES

CONSTRUCTION PLAN

TOT LOT ENLARGEMENT PLAN
CONSTRUCTION DETAILS 1
CONSTRUCTION DETAILS 2
CONSTRUCTION DETAILS 3
CONSTRUCTION DETAILS 4
CONSTRUCTION DETAILS 5
CONSTRUCTION DETAILS 6
CONSTRUCTION DETAILS 7
CONSTRUCTION DETAILS 8

IRRIGATION PLAN
IRRIGATION DETAILS 1
IRRIGATION DETAILS 2

IRRIGATION CONTROLLER CHARTS

PLANTING LEGEND AND NOTES

PLANTING PLAN

PLANTING DETAILS

AGRONOMICAL SOILS REPORT

ELECTRICAL SITE PLAN

ELECTRICAL SYMBOL LIST, SINGLE LINE DIAGRAM, LIGHTING FIXTURE SCHEDULE,

GENERAL NOTES AND DETAILS

SITE LIGHTING PHOTOMETRIC ILLUMINATION PLAN
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 28
SHEET KEY MAP:

VICINITY MAP:

ARCHITERRA DESIGN GROUP HEREBY CERTIFIES THAT THE DESIGN, DETAILS AND SPECIFICATIONS AS REPRESENTED HEREIN MEET PROFESSIONAL LANDSCAPE ARCHITECTURAL STANDARDS. ARCHITERRA DESIGN

GROUP CANNOT GUARANTEE THE QUALITY OF CONSTRUCTION, INSTALLATION OR MAINTENANCE OF

IMPROVEMENTS AS DESIGNED AND/OR SPECIFIED HEREIN AND DISCLAIMS ANY FUTURE LIABILITY RESULTING FROM DEVIATIONS. ARCHITERRA DESIGN GROUP IS NOT RESPONSIBLE FOR THE AMOUNT OR FREQUENCY OF IRRIGATION WATER APPLIED TO THE PROJECT DURING CONSTRUCTION OR THEREAFTER.

FIRST SUBMITTAL: 7/28/23 (30% SUBMITTAL CITY REVIEW)
SECOND SUBMITTAL: 9/1/23 (60% SUBMITTAL CITY REVIEW)
THIRD SUBMITTAL: 11/2/23 (90% SUBMITTAL CITY REVIEW)
FOURTH SUBMITTAL: 01/31/24 (CLIENT REVIEW)
2303-04

CITY OF SIGNAL HILL
2175 CHERRY AVE. SIGNAL HILL,
CALIFORNIA, 90755
TEL: (562) 989-7361
CONTACT: PATRICK KELLEY
ERRORS AND OMISSIONS:

APPROVALS:

SUBMITTALS:

CONSTRUCTION PLANS

FOR THE
CIVIL ENGINEER:

JOB NUMBER:

Know what's below.

Call before you dig.

R
NO. SHEET TITLE
N.T.S. NORTH
N.T.S. NORTH
07-31-24
01-31-24

JCA ENGINEERING
8048 PALM AVENUE
HIGHLAND, CALIFORNIA, 92346
TEL: (909) 864-0223
CONTACT: JAMES CORNS
ELECTRICAL ENGINEER:

MADOLE & ASSOCIATES
9302 PITTSBURGH AVENUE

RANCHO CUCAMONGA,
CALIFORNIA, 91730
TEL: (909) 481-6322
CONTACT: MARK BERTONE
CITY:

A.B. ANCHOR BOLT
A.C. ASPHALTIC CONCRETE
ADJ. ADJACENT
ALT. ALTERNATE
ARCH. ARCHITECT
AUTO. AUTOMATIC
BLDG. BUILDING
BLK. BLACK
B.M. BENCH MARK
B.S. BOTTOM OF STEPS
C.B. CATCH BASIN
C.F. CUBIC FOOT
C.I. CAST IRON
C.I.P. CAST IN PLACE
C.J. COLD JOINT
C.L. CENTER LINE
CLR. CLEARANCE
C.O. CLEAN OUT
C.M.U. CONCRETE MASONRY UNIT
COMP. COMPACTED
CONC. CONCRETE
COND. CONDITION
CONT. CONTINUOUS
CT. CENTER
CTR. SINK COUNTER SINK
D.D. DECK DRAIN
D.F. DOUGLAS FIR
D.G. DECOMPOSED GRANITE
DIA. DIAMETER
DIM. DIMENSION
DTL. DETAIL
EA. EACH
E.J. EXPANSION JOINT
ELEC. ELECTRIC
ENG. ENGINEER
ESP. ESPALIER
EQ. EQUAL
E.W. EACH WAY
E.W.W.M. ELECTRIC WELDED WIRE MESH
EX. EXISTING
EXP. EXPOSED
F.O.C. FACE OF CURB
F.O.B. FACE OF BUILDING
F.F.E. FINISHED FLOOR ELEVATION
F.G. FINISH GRADE
F.H. FIRE HYDRANT
FIN. FINISH
F.L. FLOW LINE
FLT. FLAT
F.S. FINISH SURFACE
FTG. FOOTING
FTN. FOUNTAIN
GA. GAUGE
GALV. GALVANIZED
G.C. GROUNDCOVER
G.I. GALVANIZED IRON
G.P.H. GALLONS PER HOUR
G.P.M. GALLONS PER MINUTE
H.B. HOSE BIB
HDR. BRD. HEADER BOARD
H.H. HANDHOLE
HORIZ. HORIZONTAL
H.P. HIGH POINT
HGT. HEIGHT
I.D. INSIDE DIAMETER
I.C.B. IRRIGATION CONTROL BOX
INV. INVERT
INT. INTEGRAL
J. BOX JUNCTION BOX
JTS. JOINTS
L.A. LANDSCAPE ARCHITECT
LIC. LICENSED
L.P. LOW POINT
MAX. MAXIMUM
M.B. MACHINE BOLT
MECH. MECHANICAL
MED. MEDIUM
MIN. MINIMUM
M.H. MANHOLE
M.P.R. MATCH PRECIPITATION RATE
MULTI. MULTIPLE
NAT. NATURAL
N.G. NATURAL GROUND
N.T.A. NOT TO SCALE
O.C. ON CENTER
O.D. OUTSIDE DIAMETER
O.P.T OPTIONAL
P.A. PLANTER AREA
P.C. POINT OF CURVATURE
P.C.C. POINT OF COMPOUND CURVATURE
P.R.C. POINT OF REVERSE CURVATURE
PERF. PERFORATED
P.O.C. POINT OF CONNECTION
P.L. PROPERTY LINE
P.S.I. POUNDS PER SQUARE INCH
P.T. PRESSURE TREATED
P.V.C. POLY VINYL CHLORIDE
R. RADIUS
R.C.P. REINFORCED CONCRETE PIPE
REBAR. REINFORCING BAR
REF. REFERENCE
REQ’D. REQUIRED
RET. RETARDANT
RGH. ROUGH
R.S. ROUGH SAWN
R.S.R. ROUGH SAWN REDWOOD
RWD. REDWOOD
R.W. RECYCLED WATER
SCH. SCHEDULE
S.D. STORM DRAIN
S.F. SQUARE FOOT
SHT. SHEET
SHT. MTL. SHEET METAL
SIM. SIMILAR
S.L. SCORE LINE
SMTH. SMOOTH
SPECS. SPECIFICATIONS
SPP. SPECIES
SQ. SQUARE
S.S. SANITARY SEWER
STA. STATION
STL. STEEL
STD. STANDARD
T.A.D. TOP AREA OF DRAIN
T. & B. TOP AND BOTTOM
T.B. TOP OF BERM
T.C. TOP OF CURB
TEX. TEXTURE(D)
T.G. TOP OF GRATE
T.G.D. TOP OF GRATE DRAIN
THK. THICK
T.P. TOP OF PAVING
T.P.C. TOP OF POOL COPING
T.S. TOP OF STEPS
T.W. TOP OF WALL
TWL. TROWEL
TYP. TYPICAL
UV.R. ULTRAVIOLET RADIATION
VERT. VERTICAL

W/ WITH

W/O WITHOUT
W.P.C. WATER PRESSURE COMPENSATING
W.Q. WATER SURFACE
(#) NUMBER / QUANTITY
ABBREVIATION NOTES:

A. ABBREVIATIONS MAY BE SHOWN AS

EITHER UPPERCASE AND/OR

LOWERCASE ON PLANS, AND WITH OR
WITHOUT PERIODS.

B. TO SHOW QUANTITIES IN THESE

DOCUMENTS THE CONVENTION OF

SHOWING THE NUMBER IN
PARENTHESIS IS USED. EXAMPLE:
'TWO TONS' MAY BE SHOWN AS '(2)
TONS'.

HILLBROOK PARK RENOVATION

CITY OF SIGNAL HILL
SHEET
OF 28 SHEETS

PLAN NUMBER
SCALE: AS SHOWN DATE

PREPARED UNDER THE SUPERVISION OF
R.C.E. NO. EXP

REVIEWED BY

APPROVED

CITY ENGINEER

REFERENCES
DESCRIPTION APP.

REVISIONS
NO. DATE INITIAL

ARCHITERRA DESIGN GROUP
10221-A TRADEMARK STREET

RANCHO CUCAMONGA,
CALIFORNIA, 91730
TEL: (909) 484-2800
CONTACT: ANDREW KRUMWIEDE
LANDSCAPE ARCHITECT:

E WILLOW ST.

E STEARNS ST.

E 19TH ST. REDONDO AVE. CHERRY AVE.

OBISPO AVE. TEMPLE AVE.

WALL ST.

PROJECT LOCATION
405
1 1
L-0.0

TITLE SHEET

LIMIT OF WORK

LIMIT OF WORK LIMIT OF WORK LIMIT OF WORK
BENCHMARK NO. 57: ADJ. DATE 1985
ELEVATION M.S.L. 79.497

CITY OF SIGNAL HILL
LOCATION: WILLOW STREET EAST OF TEMPLE AVE.+
DESCRIPTION: N/SIDE WILLOW ST. L&T1' N/O S/END OF

CONCRETE BASE OF CHAIN LINK FENCE, W/SIDE OFF
3001 E. WILLOW ST. (E/FFENCE OF C.L.B. SVC. YARD)
90' +/- N/O C.L. OF WILLOW ST. C.L.B. NO. 1019 N LAKEWOOD BLVD DEMOLITION LEGEND:

DEMOLITION CALLOUTS:
1 REMOVE CONCRETE PAVING.
2 REMOVE RUBBERIZED PLAY SURFACE.
3 REMOVE BRIDGE AND CONCRETE FOOTINGS.
4 REMOVE COBBLE AND BOULDERS. SALVAGE AND REUSE MORTAR FREE COBBLE AND BOULDERS FOR FUTURE INSTALLATION AT PROJECT SITE.
5 REMOVE BRICK PAVING.
6 REMOVE LIGHT POLE, CONCRETE FOOTING, WIRES, CAP ELECTRICAL CONDUIT AND RETURN TO CITY. 7 REMOVE PRECAST CONCRETE PICNIC TABLE AND RETURN TO CITY. 8 REMOVE IRRIGATION CONTROLLER RETURN TO CITY.
9 REMOVE IRRIGATION BACKFLOW AND RETURN TO CITY.
10 REMOVE IRRIGATION VALVES AND RETURN TO CITY. CAP AND ABANDON PIPES 11 REMOVE PLAY EQUIPMENT AND RETURN TO CITY.
12 REMOVE METAL BENCH AND RETURN TO CITY.
13 REMOVE TRASH RECEPTACLE AND RETURN TO CITY.
14 REMOVE PARK SIGN AND CONCRETE FOOTINGS.
15 REMOVE METAL BARBEQUE AND CONCRETE PAD.
16 REMOVE METAL GUARDRAIL.
17 REMOVE OVERHEAD STRUCTURE AND CONCRETE FOOTINGS.
18 REMOVE CONCRETE HEADER.
19 REMOVE WATER FOUNTAIN. CAP SUPPLY AND DRAIN LINES.
20 REMOVE DEEPENED CURB AT PLAY AREA PERIMETER.
21 REMOVE BELOW GRADE FOUNTAIN UTILITY BOX AND ADJACENT FOUNTAIN PIPING. 22 REMOVE CONCRETE STEPS.
23 REMOVE ELECTRICAL UTILITY BOX.
24 REMOVE CATCH BASIN AND STORM WATER PIPE.
25 KILL, REMOVE AND SCALP TURF. SEE TURF REMOVAL NOTES. 26 REMOVE AND GRUB PLANT MATERIAL.
27 REMOVE METAL HANDRAIL. 28 REMOVE CONCRETE CURB.

EXISTING TO REMAIN:

E1 EXISTING ELECTRIC PEDESTAL TO REMAIN, PROTECT IN PLACE.

E2 EXISTING TREES TO REMAIN, PROTECT IN PLACE. SEE PROTECTION NOTE.

E3 EXISTING CONCRETE SIDE WALK TO REMAIN, PROTECT IN PLACE.

E4 EXISTING CONCRETE CURB TO REMAIN, PROTECT IN PLACE.

E5 EXISTING STREET LIGHT TO REMAIN, PROTECT IN PLACE. N0°00'35"W 114.00' N89°59'18"E 174.81' N0°00'25"E 114.00'
CL
CL
N89°59'18"E 174.84'
DRAIN
EG 93.20 EG 93.88 EG 94.57 EG

95.03 EG

95.89 EG

95.49 EG

95.54 EG

95.92 EG

96.98 EG

98.72 EG
101.65 EG

92.85FS 93.63 FS

94.27 FS 95.00 FS

94.79 CL

97.54 FS

99.26 FS
101.97 FS

96.30 MH

96.03 MH

95.34FL

95.78FL

93.51 TC 93.05 FL 94.26 TC 93.80 FL

94.91 TC

94.40 FL

95.40 TC

94.87 FL

95.94 TC

95.42 FL

96.31 TC/TX

95.99 TC/BX

96.18 TC/BX

96.76 TC/TX

97.17 TC

96.66 FL

99.05 TC

98.58 FL
101.98 TC
101.52 FL

96.52 FOW 102.92 TW

99.24 FOW
102.49 FOW
104.50 FOW 110.26 TW TW STEP 110.30 103.65 FOW 109.79 TW STEP TW STEP 109.58 102.52 FOW 109.33 TW 102.90 FOW 104.74 FOW
104.54 FOW
106.30 TW
102.05 FOW
104.48 TW
101.86 FOW
102.11 FOW
102.80 TW
104.50 TW
100.60 S/W
102.04 S/W
102.00 WM
102.04 S/W101.94 S/W
100.61 S/W
100.73 S/W
100.44
100.53 S/W
S/W
100.20 S/W

99.73 S/W

99.02 S/W

97.42 S/W

99.87 EOC

99.77 EOC
100.15 EOC
100.19 EOC
100.16 S/W
100.61 S/W
100.96 S/W
101.07 S/W
101.32
101.52 S/W
S/W
101.11 EOC
101.31 EOC
101.42 EOC
101.49 EOC
101.88 EOC
101.98 EOC
101.92 EOC
101.88 EOC
101.81 EOC 101.74 EOC 101.79 EOC
101.65 101.83 EOC EOC
101.73 EOC
101.72 EOC
102.73 EOC
102.71 EOC 102.72 EOC 102.75 EOC
102.77 CURB
103.09 CURB 101.91 CURB 102.53 102.78 CURB CURB
101.46 CURB
100.66 CURB 100.99 POND 101.85 POND 101.51 POND 101.85 POND 105.09 WV 103.41 WV
104.94 WV
100.28 POND

98.98 FL

98.22FL 98.86 POND

98.79 POND

97.24 FL

98.63 POND

96.63FL96.02 FL

97.79 POND

97.64 POND

95.88 FL

95.79 FL

97.68 POND

98.45 POND

98.57 POND

95.78FL

98.41 POND

98.31 POND

97.79 POND

98.21 98.24 POND
POND

97.86 POND

97.81 POND

98.77 POND

98.33 POND

99.06 POND

99.65 POND

99.74 POND

99.91 98.68 POND S/W

98.40 S/W 97.83 S/W97.73 S/W 97.69 EOC

97.39 EOC 97.46 S/W

97.34 S/W

97.28 S/W

97.29 EOC

97.31 EOC97.26 EOC

97.25 EOC

97.29 EOC 97.32 EOC

97.24 S/W

97.20 97.20 EOC S/W

97.18 EOC 97.11 CURB

97.10 S/W 96.96 S/W 96.76 S/W

96.48 S/W

95.81 S/W

95.35 S/W

94.91 S/W 94.47 94.34 S/W S/W

94.35 S/W

93.74 S/W 93.77 S/W

93.77 S/W

93.66 TC
9357 TC

96.55 CURB

97.16 CURB
104.49 CURB

99.74 FG 99.61 FG 99.95 FG
103.32 EOC
103.31 EOC 103.33 EOC
103.28 EOC
103.44 103.48 EOC EOC
103.46 EOC
103.42 EOC

96.86 TG

94.22 S/W 94.40 S/W

94.47 STEP

96.68 S/W

96.13 S/W

95.37 S/W94.99 S/W

95.06 S/W 94.85 WM

95.20 S/W

95.73 S/W

95.66 S/W

95.90 S/W

96.25 S/W

96.13 S/W

96.60 HCR

97.03 96.65
HCR
ICB

96.28 ICB

96.42 CURB

97.76 CURB

98.02 CURB

97.56 S/W

97.68 CURB
TREE

1.5 Ø

97.94 CURB

97.99 CURB

98.30 CURB

98.79 CURB

99.04 CURB

99.71 CURB

99.72 EOC

99.88 EOC
TREE

1.0 Ø

99.30 S/W

99.57 S/W

99.45 S/W

99.85 S/W

99.12 ICV

99.20 ICB

99.36 ICB

99.34 ICB

99.39 ICB

99.85 TW .5'

99.83 S/W
100.00 S/W

99.98 S/W
101.11 STEP
101.10 STEP
101.14 STEP

99.98 S/W

99.96 EOC
100.85 EOC
100.33 S/W
100.39 S/W
100.45 S/W
100.47 S/W
100.47 S/W
100.41 CURB
101.73 EOC
101.60 CURB 101.02 EOC
103.10 ICV
102.94 ICB
102.93 ICB 103.07 ICB
102.98 ICB
103.84 ICB
TREE 2.0 Ø
TREE 1.7 Ø
TREE 1.0 Ø
TREE 3.0 Ø
TREE 2.0 Ø

96.79 96.60 S/W S/W

96.67 S/W

97.34 96.52 S/W
TG

96.96 S/W 97.06 S/W

96.70 TG

97.25 S/W

97.48 S/W

97.93 S/W

97.77 EOC 99.46 EOC 99.49 EOC

99.48 EOC 99.48 EOC 99.55 EOC99.51 EOC

99.47 EOC 99.51 EOC
BBQ

99.68 FG
100.03 CURB

99.79 CURB

99.53 CURB 99.43 CURB 99.26 CURB

98.93 CURB

98.80 IRR

98.83 CURB 98.73 CURB 98.56 CURB

98.20 CURB

97.93 CURB 97.74 CURB 97.56 CURB

97.50 CURB

97.77 CURB

97.54 CURB

97.96 CURB

97.99 CURB

97.69 CURB

97.60 CURBTREE

1.0 Ø

98.23 FG TREE 2.6 Ø

96.97 SCE
TREE 3.0 Ø

94.42 STEP

97.01 STEP 96.94 STEP

95.78 TG

97.74 SD LID

99.67 DECK

98.86 EOC

99.06 FG

98.75 CURB

98.50 CURB

98.75 EOC

98.65 EOC

98.68 EOC

98.84 EOC

99.79 TW

98.88 PILLAR
PILLAR

99.79 99.76 PILLAR

99.89 PILLAR

99.97 DECK

99.99 DECK
BBQ

99.81 TW
100.17 TW
100.23 TW
100.28 TW
100.27 TW
100.32 TW 100.35 100.33 TW TW 100.40 TW 100.38 TW
100.34 S/W
100.33 S/W
100.38 S/W
100.30 S/W
100.30 S/W
100.27 S/W
100.15 S/W

99.67 STEP

99.66 STEP

99.80 STEP

98.87 ICV

99.81 TW .5' 99.84 TW .5'

99.84 TW .5'

99.82 TW .5'

99.57 TW .5'

99.82 S/W

98.60 RAMP

99.79 DECK

98.59 EOC

99.60 TG
102.22
102.37CURB CURB
102.27 CURB
102.24 CURB
102.24 CURB
102.15 CURB
101.94 CURB
101.70 CURB
TREE
103.50 FG

2.0 Ø

98.62 WM
100.68 TG
EXIST. 6" WATER
EXIST. 8" SEWER
EXIST. GAS EXIST. GAS EXIST. HIGH PRESSURE GAS EXIST. 8" SEWER 99 98
97 96
95 94 93
94 95 95
96 96
97 97
97 97
97 96
98 99
100
101
102
103
104
103
102
101
101
100
99 99
98 97
97 96
97 96
98 98
98 99
100
101
101
102
103
98 99

EAST WALL ST TEMPLE AVE
CONTRACTOR TO FIELD VERIFY ALL TURF IN AREA IS COMPLETELY REMOVED.

PLAN CROSS REFERENCES:

FOR NOTES AND LEGENDS, SEE THIS SHEET
FOR CONSTRUCTION PLAN, SEE SHEET L-2.1
FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-3.0
FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-4.01 SCALE: 1" = 10' 0' 10' 20' 40' NORTH
PROTECTION NOTES:

1. REGARDING THE "SAFE ZONE" FOR EXISTING TREES: BEFORE BEGINNING ANY DEMOLITION OR

CONSTRUCTION OPERATIONS, INSTALL A TEMPORARY PLASTIC ORANGE WEB FENCE AROUND ALL EXISTING TREES TO BE PROTECTED IN PLACE.THE FENCE SHALL BE INSTALLED AT A MINIMUM OF 15' AWAY FROM THE TRUNK (OR AS FAR AWAY FROM THE TRUNK AS POSSIBLE). PROTECTION BARRIER SHALL CONSIST OF 3' MINIMUM HIGH PLASTIC WEB FENCING ATTACHED TO #4 REBAR STAKES. ALL CONTRACTORS AND THEIR CREWS SHALL NOT BE ALLOWED INSIDE THIS “SAFE ZONE”, NOR SHALL THEY BE ALLOWED TO STORE OR DUMP FOREIGN MATERIALS WITHIN THIS AREA.NO WORK OF ANY KIND, INCLUDING TRENCHING, SHALL BE ALLOWED WITHIN THE SAFE ZONE EXCEPT AS DESCRIBED BELOW.

THE FENCING SHALL REMAIN AROUND EACH TREE TO BE SAVED UNTIL THE COMPLETION OF CONSTRUCTION OPERATIONS.

2. ALL ELEMENTS TO REMAIN AND SHALL BE PROTECTED FROM DAMAGE IN PLACE. ANY ITEMS OR

MATERIALS DAMAGED AS A RESULT OF THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED IN KIND, TO THE SATISFACTION OF THE OWNER.

CLEARING NOTES:

1. BEFORE ANY CONSTRUCTION OPERATIONS ARE INITIATED THE INDIVIDUAL TREES TO BE PROTECTED SHALL BE CLEARLY TAGGED. THE ZONES BENEATH THE TREE

CANOPY SHALL BE PROTECTED AND ARE NOT TO BE USED FOR VEHICLE ACCESS OR PARKING.

2. SHRUBS AND GROUNDCOVER PLANTS THAT ARE SCHEDULED FOR REMOVAL SHALL BE REMOVED COMPLETELY AND THOROUGHLY. ALL ROOTS THAT ARE OVER 1/2" INCH IN DIAMETER SHALL BE GRUBBED AND REMOVED TO 18" BELOW GRADE MINIMUM.

ALL ROOTS WITHIN THE TOP 6" OF SOIL SURFACE SHALL BE REMOVED. DO NOT DISTURB ROOTS OF TREES SHOWN TO REMAIN.

3. EXPOSED ROOTS OF EXISTING TREES TO REMAIN THAT ARE OVER 1" IN DIAMETER

SHALL BE INSPECTED BY A CITY-APPROVED ARBORIST TO DETERMINE IF CUTTING IS RECOMMENDED. ANY SUCH INDICATED ROOTS SHALL BE CUT CLEANLY WITH CLEAN SHARP PRUNING TOOLS AND NOT RIPPED, TORN, OR CRUSHED.

TURF REMOVAL NOTES:

1. EXISTING TURF SCHEDULED FOR REMOVAL SHALL BE COMPLETELY AND THOROUGHLY KILLED PRIOR TO REMOVAL USING THE FOLLOWING STEPS:

A. FERTILIZE GRASS AREA TO BE REMOVED WITH SULFATE OF AMMONIA RATIO 21-0-0 AT A RATE OF 5# PER 1000 S.F.

B. IRRIGATE THOROUGHLY USING EXISTING IRRIGATION SYSTEM AND KEEP AREA MOIST FOR 10 DAYS.

C. APPLY SYSTEMIC TYPE HERBICIDE GRASS KILLER TO ALL AREAS. APPLY PER MANUFACTURER'S INSTRUCTIONS.

THOROUGHLY WET ALL GRASS WITH HERBICIDE, AND STOP ALL IRRIGATION.

D. AFTER 10 DAYS REMOVE DEAD GRASS MATERIAL AND SCALP TO 1" DEPTH.

2. CONTRACTOR TO FIELD VERIFY ALL TURF IN AREA IS COMPLETELY REMOVED. 7 7
7 E1
7 6
23 6
9 8
6 E2
E2
E2
E2
E2
E2
15 13
18 13
11 11
11 13
15 18
18 10 10 10
13 10
10 10
18 13 18
17 19
13 E2
15 14
14 18
14 14
14 18
10 18
18 10
10 12
12 12
16 27
20 16
E2
E2
E2
E2
21 21
22 27
26 26
22 1
1 1
1 22
22 4
4 2
5 22
6 23
1 23
25 25
25 25
25 25
25 25
25 26
26 E3
28 E3
28 E4 E3 E4
24 24
24 24
24 26 4
3 1
Know what's below.

Call before you dig.

R
E5
1 DEMOLITION NOTES:

1. CONTRACTOR SHALL REPAIR AT HIS OWN EXPENSE, ANY DAMAGE, WHETHER INSIDE OR OUTSIDE OF THE PROJECT LIMITS, TO UTILITY SYSTEMS, SURFACE PAVEMENTS, FIXTURES, STRUCTURES, OR VEGETATION THAT IS NOT SPECIFICALLY INDICATED TO BE REMOVED AS PART OF THIS DEMOLITION PLAN. ALL DAMAGED ITEMS SHALL BE REPAIRED TO THEIR ORIGINAL CONDITION, AS ACCEPTABLE TO THE OWNER.

2. EXCEPT FOR MATERIALS INDICATED TO BE SALVAGED AND RELOCATED ON SITE, ALL CLEARED MATERIALS SHALL BECOME THE CONTRACTOR'S PROPERTY AND SHALL BE REMOVED AND DISPOSED OF LEGALLY OFF-SITE. SEPARATE RECYCLABLE MATERIALS PRODUCED DURING SITE CLEARING FROM OTHER NONRECYCLABLE MATERIALS. STORE OR STOCKPILE WITHOUT INTERMIXING WITH OTHER MATERIALS AND TRANSPORT THEM TO RECYCLING FACILITIES.

3. THE CONTRACTOR IS TO SUBMIT PHOTOGRAPHS OR VIDEOTAPE, SUFFICIENTLY DETAILED, OF EXISTING CONDITIONS OF TREES AND PLANTINGS, ADJOINING CONSTRUCTION, AND SITE IMPROVEMENTS THAT MIGHT BE MISCONSTRUED AS DAMAGE CAUSED BY SITE CLEARING.

4. THE CONTRACTOR IS TO SUBMIT RECORD DRAWINGS IDENTIFYING AND ACCURATELY LOCATING CAPPED UTILITIES AND OTHER SUBSURFACE STRUCTURAL, ELECTRICAL, AND MECHANICAL CONDITIONS.

5. LOCATE AND CLEARLY FLAG ALL TREES AND VEGETATION TO REMAIN OR BE RELOCATED.

6. PROVIDE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES TO PREVENT SOIL EROSION AND DISCHARGE OF SOIL-BEARING WATER RUNOFF OR AIRBORNE DUST TO ADJACENT PROPERTIES AND WALKWAYS.

7. THE EXISTENCE AND APPROXIMATE LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY THE AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD AND NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL CALL TOLL FREE UNDERGROUND SERVICE ALERT TWO WORKING DAYS PRIOR TO STARTING ANY EXCAVATION WORK.

8. REMOVE SLABS, PAVING, CURBS, GUTTERS, AND AGGREGATE BASE AS INDICATED. NEATLY SAW CUT EXISTING PAVEMENT TO REMAIN BEFORE REMOVING EXISTING PAVEMENT. PAINT ENDS OF STEEL REINFORCEMENT IN CONCRETE TO REMAIN TO PREVENT CORROSION.

BENCHMARK NO. 57: ADJ. DATE 1985
ELEVATION M.S.L. 79.497

CITY OF SIGNAL HILL
LOCATION: WILLOW STREET EAST OF TEMPLE AVE.+
DESCRIPTION: N/SIDE WILLOW ST. L&T1' N/O S/END OF

CONCRETE BASE OF CHAIN LINK FENCE, W/SIDE OFF
3001 E. WILLOW ST. (E/FFENCE OF C.L.B. SVC. YARD)
90' +/- N/O C.L. OF WILLOW ST. C.L.B. NO. 1019

SURVEY & DEMOLITION PLAN
L-1.00
2 28
MAINLINE NOTE:

CUT AND CAP FOR FUTURE
IRRIGATION P.O.C.

EXISTING WATER METER TO REMAIN
1 1
07-31-24
01-31-24
10221-A TRADEMARK ST., RANCHO
CUCAMONGA , CALIFORNIA 91730
PH: (909) 484-2800

HILLBROOK PARK RENOVATION

CITY OF SIGNAL HILL

PLAN NUMBER
SHEET
01-31-2024

AS SHOWN DATE

PREPARED UNDER THE SUPERVISION OF
07-31-2024
R.C.E. NO. EXP

REVIEWED BY

APPROVED

CITY ENGINEER

REVISIONS REFERENCES
NO. DATE INITIAL DESCRIPTION APP.

SCALE:
95 94 93
94 95
96 97
97 96
98 99
100
101
WALL STREET N0°00'35"W 114.00' TEMPLE AVENUE
CL
CL
N89°59'18"E 174.84'
DRAIN

92.94 EG 93.20 EG

93.88 EG

94.57 EG

95.03 EG

95.89 EG

95.49 EG

95.54 EG

95.92 EG

96.98 EG

98.72 EG
101.65 EG

92.85 FS 93.63 FS

94.27 FS

95.00 FS

94.79 CL

97.54 FS

99.26 FS
101.97 FS

96.30 MH

95.34 FL

96.03 MH

95.78 FL

93.51 TC 93.05 FL

94.26 TC

93.80 FL

94.91 TC

94.40 FL

95.40 TC

94.87 FL

95.94 TC

95.42 FL

96.31 TC/TX

95.99 TC/BX

96.18 TC/BX

96.76 TC/TX

97.17 TC

96.66 FL

99.05 TC

98.58 FL
101.98 TC
101.52 FL

96.52 FOW 102.92 TW

99.24 FOW
102.49 FOW
104.50 FOW 110.26 TW TW STEP 110.30 109.79 TW STEP
103.65 FOW

TW STEP
109.58
102.52 FOW
109.33 TW
102.90 FOW
104.74 FOW
104.54 FOW
106.30 TW
102.05 FOW
104.48 TW
101.86 FOW
102.11 FOW
102.80 TW
104.50 TW
100.60 S/W
102.04 S/W
102.00 WM
102.04 S/W101.94 S/W
1 3
100.44 S/W
100.20 S/W

99.73 S/W

99.02 S/W

97.42 S/W

99.87 EOC
77 100.15 EOC

94.91 94.34

94.47 S/W
S/W
S/W

94.35 S/W

93.74 S/W 93.77 S/W

93.77 S/W

93.66 TC
9357 TC
104.49 CURB

94.22 S/W 94.40 S/W

95.06 S/W

94.85 WM

95.20 S/W

95.73 S/W

95.66 S/W

95.90 S/W

96.2S/W

96.13 S/W

96.60 HCR

97.03 HCR

7.56 S/W

9.30 S/W
103.10
ICV
102.94
ICB
102.93
ICB
103.07
ICB
102.98
ICB
EXIST. 6" WATER
EXIST. 8" SEWER
EXIST. GAS EXIST. GAS EXIST. HIGH PRESSURE GAS EXIST. 8" SEWER EXIST. C&G EXIST. C&G 18' 30' 12' 5' 5' 30' 18' 5' 5'
30'
10' 20'
5' 3'
REMOVE EXIST.

UNDERDRAIN
104
103
102
101
99 100
98 97
96 95
99 103 102
101
100
98 99
100
101
102
102
101
97 97
104
100
99 99
96 95
95 96
98 96
95 98
99 102
100
102

1.5%
102.30 FS
100.90 FS/GB
100.92 FS/GB
101
100.74 FS/GB

4.1%

1.6%

99.82 FS

99.71 FS

1.8%

99.48 FS

1.5%

1.8%
MAX

99.22 FS

99.12 FS 99.10 FS

98.88 FS

99.00 FS
102.50 FS 7-6"R
102.50 FS
103.50 FS 103.40 FS
2-6"R
104.00
TW
103.10 FS
103.44 FS 103.35 103.50 FS FS

99.62 TW 98.92 FS
8" WALL PER

LS PLAN

99.62 TW 98.92 FS

99.13 FS/HP

99.55 TW 98.88 FS 99.45 TW

98.78 FS

96.3896.38 FS FS

94.38 FS
5-6"R
4-6"R
JOIN EXIST.

98.32 FS

98.26 FS

3.1%

98.88 FS
94 4.4%

96.72 FS/HP

1.5%

96.50 FS

96.50 FS
100.80 TG

99.50 INV

96.25 FS 96.14 FS 4.0%
A
B
B
C C
97 94.86 TC

94.36 FL

94.55 FS

94.94 FS

95.40 TC

94.84 FL

94.90 FL

94.45 FL
5' 3' 10'
0" CF

94.54 FS

94.63 FS
5' 3'

94.87 FS

2.96%

94.87 FS 3.3%
0" CF

94.93 FS

95.02 FS 1.8%

95.93 FS

96.09 FS

96.05 FS

8.3%

95.84 FS
5'
19' 9'6'
3' 8' 96.24 FS

96.35 FS

4.8%

96.21 FS

95.94 TC

95.44 FL

95.94 TC

95.44 FS

96.82 TC

96.32 FS
0" CF

96.10 FS
0" CF

96.17 FS

97.22 FS

97.17 TC

96.67 FL

96.65 FS

96.74 FS

96.83 FS

95.96 FS

1.8%

6.5%

96.73 FS

95.50 TG

94.20 INV

95.80 TG

92.58 INV
S=0.0390

96.00 TG

94.70 INV
S=0.0050

93.50 TG

90.87 INV.

S=0.0050

93.50 TG

91.00 INV
S=0.0482

92.44 INV
A
3 3
4 3 2
1 4
4 4
4 2
3 17
1 7
7 7
7 7
5 5 6
8 8
EXIST. FIRE HYDRANT
(PROTECT IN PLACE)

98.08 TC

97.58 FL

99.24 TC

98.74 FL

99.56 TC

99.06 FL

99.78 TC

99.11 FL
100.10 TC

99.43 FL
100.32 TC

99.82 FL
8" CF
8" CF
6" CF
6" CF 74.82'
12 9

91.10 INV
S=0.0050
S=0.0050

92.69 INV

92.70 INV
14 92.74
INV

99.21 TC

98.71 FS

94.98 INV
10 100.83 FS/GB
102.64 FS
102.55 FS
102.00 FS
101.91 FS
103.50 FS
103.50 FS
100.82 FS/GB
100.74 FS/GB

99.88 FS
100.54 FS

99.99 FS
102.00 FS
102.00 FS
102.13 FS
102.13 FS
101.91 FS

97.25 FS

97.15 FS

98.37 98.55 FS
FS/GB

3.2%

1.8%
2 103.40 FG/HP
102.20
FG/HP

99.70 TG

97.30 INV
4 1
1 99.00 TG

97.70 INV 4
S=0.0112

98.90 TG
13 97.60 INV.
2 90.95
INV.

95.8 S=0.0437 INV.

S=0.3382
2 SAWCUT AND REMOVE 41 L.F. OF EXIST. 6" CURB AND GUTTER.

REPLACE PER SECTION A-A SHEET C-1.02 AND DETAILS HEREON.

99.62 TW 98.94 FS

96.32 INV
14 5' 4.7'
101.45 TC
100.95 FL
12 12
9 10

96.60 INV.

V=3.5'

96.28 INV.

V=3.5'
14 14

95.21 INV. S=0.0334
14 94.90
INV S=0.0100
S=0.0100
4 16
80 SF
16 420 SF
16 420 SF
16 16
420 SF
420 SF

STRUCTURE
ID: NORTH

DETAIL ON
SHT. C-1.03

STRUCTURE
ID: SOUTH

DETAIL ON
SHT. C-1.03

92.85 INV
1 94.38 TC 93.88 FL 94.42 TC 93.79 INV 93.75 FL 94.38 TC 93.75 INV 93.71 FL 94.08 TC 93.58 FL(1.35)% (1.35)% 8" CF 8" CF 10' S=3' 10'
12 12
15 94.07
FL S=0.0200

GENERAL NOTES FOR PUBLIC WORKS
CONSTRUCTION:

1. ALL WORK DETAILED ON THE CONSTRUCTION DRAWINGS, EXCEPT AS OTHERWISE STATED IN

THE SPECIAL PROVISIONS OF THE CONTRACT, SHALL BE CONSTRUCTED IN ACCORDANCE

WITH CITY OF SIGNAL HILL STANDARD PLANS AND STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION).

2. ALL STATIONS AND DIMENSIONS ARE ALONG THE CENTERLINE OF STREET UNLESS OTHERWISE SPECIFIED.

3. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS, THE

CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND

ELEVATION, IF REQUIRED, IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE NEW FACILITIES.

4. CURB DATA REFERS TO FACE OF CURB.

5. ALL P.C.C. AND A.C. REMOVALS SHALL BE OUTLINED TO NECESSARY WORKING LIMITS AND SAWCUT TO MINIMUM DEPTH OF 2 INCHES PRIOR TO THE REMOVAL. UNLESS OTHERWISE

STATED IN THE SPECIAL PROVISIONS, ALL DEBRIS CREATED BY THE REMOVAL OPERATIONS

SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY

FROM THE JOB SITE IN A MANNER AT A LOCATION ACCEPTABLE TO ALL AGENCIES AFFECTED BY THE WORK.

6. TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH MANUAL), 1985 EDITION OR LATER REVISION, AND ARE SUBJECT TO THE APPROVAL OF THE AGENCY/CITY.

7. IN ALL OPERATIONS, THE REQUIREMENTS OF THE STATE DIVISION OF INDUSTRY SAFETY FOR TRENCHES, EXCAVATIONS AND SHORING SHALL APPLY. SAFETY IS STRESSED. ANY

OPERATION OR SITUATION THAT THREATENS THE SAFETY OF WORKERS OR THE PUBLIC,

INCLUDING IMPROPER TRAFFIC CONTROL, SHALL CAUSE THE SUSPENSION OF WORK UNTIL CORRECTIONS ARE MADE.

8. ALL OPEN EXCAVATIONS WITHIN A STREET SHALL BE STEEL-PLATED AT ALL TIMES, EXCEPT

WHEN THE CONTRACTOR IS PHYSICALLY WORKING WITHIN THE AREA AND HAS PLACED BARRICADES TO THE SATISFACTION OF THE ENGINEER.

9. THE CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS IS SUCH A MANNER THAT

STORM OR OTHER WATERS MAY PROCEED UNINTERRUPTED AND WITHOUT EROSION ALONG THEIR EXISTING STREET OR DRAINAGE COURSES.

10. IN THE COURSE OF RUNOFF WATER CONTROL, THE CONTRACTOR SHALL PROTECT ALL

WATER COURSES, THE GROUNDWATER AND BODIES OF WATER FROM POLLUTION BY FUELS, OIL, BITUMENS OR OTHER HARMFUL CHEMICALS.

11. HARD HATS AND HIGH VISIBILITY ORANGE VESTS SHALL BE WORN AT ALL TIMES WHEN WORKING ON THIS PROJECT.

12. BEFORE STARTING WORK, THE CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY OF SIGNAL HILL, DEPARTMENT OF PUBLIC WORKS.

13. FAILURE TO COMPLY WITH ANY OF THE ABOVE ITEMS SHALL BE SUFFICIENT CAUSE FOR THE AGENCY/CITY TO ARRANGE FOR THE NECESSARY WORK TO BE PERFORMED BY OTHERS. ANY

COSTS INCURRED TO COMPLETE THE NECESSARY WORK WILL BE CHARGED TO THE CONTRACTOR.

ESTIMATED EARTHWORK QUANTITIES *
CUT .....................................296 C.Y. (RAW) FILL .....................................152 C.Y. (RAW) PRIVATE ENGINEER'S NOTICE TO CONTRACTORS:

THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST OF

OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER

ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS.

THE CONTRACTOR AGREES THAT HE/SHE SHALL ASSUME SOLE AND COMPLETE

RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE

CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER

HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE

PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.

CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES.

BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS . CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS.

CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTILITY BOXES AND LIDS, ETC.

CONTRACTOR SHALL PROVIDE ALL THE NECESSARY PIPE FITTINGS TO COMPLETE THE WORK.

THE ENGINEER PREPARING THESE PLANS SHALL NOT BE HELD RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE REQUESTED IN WRITING AND MUST BE APPROVED BY THE ENGINEER OF RECORD.

QUANTITIES SHOWN HEREON ARE PROVIDED FOR PERMIT AND BONDING PURPOSES ONLY.

CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN QUANTITIES PRIOR TO BIDDING AND CONSTRUCTION. THE ENGINEER IS NOT RESPONSIBLE FOR DISCREPANCIES IN FINAL CONSTRUCTION QUANTITIES.

LEGEND:

PROPOSED ELEVATION
SLOPE

EXISTING ELEVATION

TOP OF FOOTING

TOP OF RETAINING WALL

EXISTING CONTOUR

RETAINING WALL

FL FLOW LINE
FG
FL
FS
GB
INV
TC
TRW
TF
1249

97.61 (97.61)

FINISH GRADE

FLOW LINE

FINISH SURFACE

GRADE BREAK
INVERT

TOP OF CURB

TG TOP OF GRATE

EG EXISTING GRADE
CIVIL ENGINEER:

MADOLE & ASSOCIATES, INC.
9302 PITTSBURGH AVENUE, SUITE 230 RANCHO
CUCAMONGA, CA 91730
CONTACT: MARK BERTONE
PHONE:(909) 481-6322 ext. 120
SITE ADDRESS:

NOTICE TO CONTRACTOR:

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL JOB SITE
CONDITIONS IN ACCORDANCE WITH SECTION 3 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL ALSO BE

RESPONSIBLE FOR THE PROTECTION AND RESTORATION OF ALL

PUBLIC AND PRIVATE EXISTING IMPROVEMENT OR FACILITIES AND

PROVIDE FOR PUBLIC ACCESS AND SAFETY IN ACCORDANCE WITH PART 4 OF THE STANDARD SPECIFICATIONS.

NOTICE TO CONTRACTOR:

PRIOR TO PERFORMING ANY CONSTRUCTION, THE CONTRACTOR

SHALL POTHOLE, LOCATE, AND VERIFY THE LOCATION AND

ELEVATION OF THE EXISTING UTILITIES, WATER LINES, SEWER

LINES AND THE STORM DRAIN LINES NECESSARY FOR
CONNECTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER
IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS.

NOTICE TO CONTRACTOR:

ALL CONSTRUCTION STAKING SHALL BE PERFORMED BY A
CALIFORNIA LICENSED LAND SURVEYOR. ANY REQUIRED

CERTIFICATIONS SHALL BE PERFORMED AND CERTIFIED BY THE
CALIFORNIA LICENSED LAND SURVEYOR.

CONST. CONSTRUCT
CB
AC

CATCH BASIN

ASPHALTIC CONCRETE
BW
CF
SD
TYP
PROP.

BACK OF WALK

CURB FACE

STORM DRAIN

TYPICAL

PROPOSED
N/W CORNER OF E. WALL STREET AND TEMPLE AVE.

SIGNAL HILL, CA 90755
CONSTRUCTION NOTES:
2 INSTALL 10" HDPE (WATER TIGHT FITTINGS AND JOINTS).
4 INSTALL NDS (NATIONAL DIVERSIFIED SALES, INC.)
1221 OR 1222 CATCH BASIN WITH 12" GRATES (TURF
AREA / NDS 1212) OR ATRIUM GRATES (PLANTER
AREA / NDS 1280) OR APPROVED EQUAL.
5 CONSTRUCT CURB RAMP PER CBC TITLE 24 STD.

AND DETAILS ON SHEET 2.
6 CONSTRUCT CURB RAMP PER CBC TITLE 24 STD.

AND DETAILS ON SHEET 2.
7 CONSTRUCT CONCRETE SIDEWALK PER
LANDSCAPE ARCHITECT'S PLAN.
3 INSTALL 10" HDPE (FULLY PERFORATED) DRAIN PIPE
ASTM D2665.

QUANTITIES
208 L.F
92 L.F.
6 EA.
2 EA.
1 EA
61 L.F.
8 PAINT PARKING STALL STRIPING PER LANDSCAPE
ARCHITECT'S PLAN.

N/A

BS BOTTOM OF SLOT OPENINGS

TR TOP OF RISER
1 INSTALL 4" PVC SCH. 40 DRAIN PIPE ASTM D2665.

N/A
9 INSTALL CONTECH MODULAR WETLAND SYSTEM MWS-L-8-24-V
WITH ADA COMPLIANT "ANTI-SKID" MANHOLE COVERS
2 EA.
10 CONSTRUCT CURB OPENING CATCH BASIN PER
SPPWC STD. PLAN No. 300-3 (W=7', V=3.5').
1 EA.
11 CONSTRUCT LOCAL DEPRESSION (CASE E) PER
SPPWC STD. PLAN No. 313-3.
1 EA.
12 SAWCUT REMOVE AND REPLACE 6" CURB AND
GUTTER (DETAIL SHEET C-1.02).
120 L.F.

INSTALL NDS (NATIONAL DIVERSIFIED SALES, INC.) 918B 6" ROUND BRASS GRATE OR APPROVED EQUAL. 13 1 EA.

BENCHMARK: #55

CITY OF SIGNAL HILL
LOCATION: PACIFIC COAST HIGHWAY AND TEMPLE AVENUE
DESCRIPTION: SE COR. BRASS CAP MON IN WELL 57' S & 22;
E/O C.L. INT. (3.5' E/O C.F. & 7' S/O B.C.R.) C.L.B. NO. 104 ELEVATION: 77.441'
14 INSTALL 8" PVC SCH. 40 DRAIN PIPE ASTM D2665. 84 L.F 15 CONSTRUCT PARKWAY DRAIN PER SPPWC STD. PLAN No. 1 EA. 151-3 (TYPE 2).
16 CONSTRUCT BIORETENTION WITH PERFORATED 420 SF
UNDERDRAIN PER DETAILS ON SHEET C-1.02.
17 INSTALL 8" PVC (FULLY PERFORATED) DRAIN PIPE ASTM
D2665.
20L.F.

EXIST. APARTMENT COMPLEX

POOL DECK
EXIST. RET. WALL
EXIST. SLAT SCRREN WALL
PL
2' 6' SIDEWALK VARIES (4.7' MIN.)
2:1 MAX SLOPE

HILLBROOK PARK

1.8% MAX
R/W 3.5' TUBULAR STEEL
FENCE PER LS PLAN 1.35'

1.35'
3' 10'
5'
9'

ADA PARALLEL PARKING STALL
EXIST. AC FLOWLINE

3.3% 1.8% MAX

WIDENED
GUTTER

1.5'

SIDEWALK
114.00'
6' SIDEWALK

1.8% MAX 2" 3'PEA GRAVEL
2"-6" CLEAN STONE (n=0.40 MIN.)
4' SAND
LANDSCAPING AND COBBLES PER LANDSCAPE PLANS 0.5' 3.67'
10" PERFORATED PVC UNDER DRAIN

FILTER FABRIC ON BOTTOM AND SIDES OF TRENCH PER SPECIFICATIONS HEREON R/W
5' 5' 2'
EXIST. SIDEWALK

WALL STREET
6' SIDEWALK

1.8% MAX VARIES

LANDSCAPING AND COBBLES PER LANDSCAPE PLANS
2:1 MAX SLOPE 2" 3'PEA GRAVEL
2"-6" CLEAN STONE (n=0.40 MIN.)
4' SAND 0.5' 3.67'
10" PERFORATED PVC UNDER DRAIN

FILTER FABRIC ON BOTTOM AND SIDES OF TRENCH PER SPECIFICATIONS HEREON R/W
5' 5'
PROP. SW

TEMPLE AVENUE

HILLBROOK PARK
EXIST. CURB AND GUTTER
EXIST. BRICK

WALL (TO

REMAIN)
EXIST. TREES
(PROTECT IN
PLACE)
EXIST. TREES
(PROTECT IN
PLACE)
R/W

HILLBROOK PARK
6'
PROP. SW

1.8% MAX

1.8% MAX
2:1 MAX SLOPE

1.5'

13.0'
EXIST. GRADE
GRADE TO EXIST.
(2:1 MAX) GRADE TO EXIST.
(2:1 MAX)
174.84'
CONTECH MWS L-8-24-V

ADA COMPLIANT MANHOLE COVER
FILTER FABRIC ON BOTTOM AND SIDES OF TRENCH PER SPECIFICATIONS HEREON 7.9%

6.5' MIN. 5' 6.5' MIN.
10%
MAX
10%
MAX

HANDICAP RAMP DETAIL
NTS 8.5'
16 1/2" 6" OR 1"
A2-6 CURB & GUTTER DETAIL
7 1/2" 12"
1/4": FT
6" 6"
R=1/2"
T.C.ELEV.
1:4 BATTER
1/2"R 1/2"R

PAVEMENT
3/8" LIP TOP

PER PLAN
R=1/2"
NTS
18" 1.5"
6"CURB & GUTTER 6"CURB & GUTTER 0"CURB & GUTTER

ACCESS RAMP CURB CUT
0" AC LIP AT OPENING

AC PAVEMENT
FLUSH
3/8" AC LIP
3/8" AC LIP
WIDTH = PER PLAN (5'MIN.)

SIDEWALK

TRUNCATED DOMES

7.9% MAX.
0"CF 0"CF
6"CF 6"CF
NTS

SECTION A-A
SCALE: 1"=5'

SECTION B-B
SCALE: 1"=5'

SECTION C-C
SCALE: 1"=10'
5 6
12 GEOTEXTILE FILTER FABRIC:

THE FILTER FABRIC SHALL BE PLACED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION AND THE FOLLOWING:
· STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION SECTION 300-8.1.1 · FILTER FABRIC SHALL NOT BE LEFT EXPOSED FOR MORE THAN SEVEN DAYS. · SURFACES TO RECEIVE FILTER FABRIC, IMMEDIATELY PRIOR TO PLACING, SHALL BE FREE

OF LOOSE OR EXTRANEOUS MATERIAL AND SHARP OBJECTS THAT MAY DAMAGE THE FILTER FABRIC DURING CONSTRUCTION.
· SHOULD THE FABRIC BE DAMAGED DURING PLACEMENT, THE TORN OR PUNCTURED

SECTION SHALL EITHER BE COMPLETELY REPLACED OR SHALL BE REPAIRED BY PLACING

A PIECE OF FABRIC LARGE ENOUGH TO TO COVER THE DAMAGED AREA AND OVERLAP BY A MINIMUM OF 12-INCHES.

1. CONTECH C-40 OR C-45 NON-WOVEN GEOTEXTILE

2. ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE

3. OR CITY OF SIGNAL HILL APPROVED EQUAL
NOTE: OVERALL DEPTH OF TRENCH VARIES (3.67' MIN)
LAY PIPE ABOVE 6" SAND LAYER, BACKFILL WITH STONE

AND PEA GRAVEL LAYER
NOTE: OVERALL DEPTH OF TRENCH VARIES (3.67' MIN)
LAY PIPE ABOVE 6" SAND LAYER, BACKFILL WITH STONE

AND PEA GRAVEL LAYER

95 94
93 94 95
96 97
97 96
98 99
100
101 EXIST. C&G
104
103
102
101
99 100
98 97
96 95
99 102
100
EXIST. WALL
EXIST. WALL VEHICLE STORAGE MATERIAL STORAGE WASTE STORAGE WASH DOWN AREA EXIST. C&G
EXIST. STORMWATER DISCHARGE LOCATION
TYP. A
A OR C TYP.

A OR C TYP.

TYP. A
TYP. A
TYP. B
TYP. B
TYP. B
TYP. B
TYP. B
TYP. B
TYP. A

WALL STREET TEMPLE AVENUE
R/W
PL
0% - 2% 200'

STREET GRADE INTERVAL

VELOCITY CHECK DAM SPACING
2% - 4% 100'
4% - 10% 50'
0% - 25% 20'

SLOPE PERCENTAGE
TABLE 1-CRITICAL SLOPE/ SHEET FLOW LENGTH COMBINATIONS
20% - 50% 15'
OVER 50% 10'

SHEET FLOW LENGTH

NOT TO EXCEED

SLOPE PROTECTION AT TOE AND

FACE OF SLOPE
EROSION CONTROL CONSTRUCTION NOTES:

THIS PLAN IS FOR EROSION CONTROL
DEVICE PLACEMENT ONLY. SEE

APPROPRIATE IMPROVEMENT PLAN

FOR CONSTRUCTION
N.T.S.

GRAVELBAG DETAIL A

TYPICAL GRAVELBAG DETAIL
SECTION Y-Y 12" MIN.

N.T.S. 12" MIN.

Y
N.T.S.

STABILIZED CONSTRUCTION ENTRANCE / EXIT
N.T.S.

B
B
X
X
6m R MIN
NOTE:

CONSTRUCT SEDIMENT BARRIER AND

CHANNELIZE RUNOFF TO SEDIMENT
TRAPPING DEVICE.

WIDTH AS REQUIRED TO

ACCOMMODATE

ANTICIPATED TRAFFIC DITCH

SUPPLY WATER TO

WASH WHEELS IF
NECESSARY. EXISTING PAVED ROADWAY
PLAN
N.T.S.
50 MIN'

ORIGINAL GRADE

FILTER FABRIC

COURSE AGGREGATE

SECTION B-B
N.T.S.
12" MIN. UNLESS OTHERWISE SPECIFIED BY A
SOILS ENGINEER.

N.T.S.

TYP. FIBER ROLL INSTALLATION C
N.T.S.

CURB INLET PROTECTION DETAIL B
8" MIN. Ø FIBER ROLL TO BE INSTALLED A
MIN. OF 4" INTO THE GROUND
2"x 2' WOODEN STAKE(TYP) @ 4'
MAX. SPACING O.C.

SECTION A-A
N.T.S.

CATCH BASIN CURB FACE

FILTER FABRIC INLET

FILTER FABRIC

GRAVEL BAG GUTTER DETAIL
N.T.S.

FLOW

TYPICAL
A

RISER INLET

GRAVEL/SANDBAGS OR

FIBER ROLLS
N.T.S.

DROP INLET PROTECTION DETAIL B
Y
Y
A
A
AS SHOWN ON DETAIL B.

INSTALL GRAVEL BAGS WITH INLET PROTECTION
INSTALL GRAVEL BAGS PER DETAIL A.

INSTALL FIBER ROLL PER DETAIL C OR SILT FENCE
A
B
D
C
E

CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER

DETAIL D OR A RATTLE PLATE SYSTEM (SIZE DETERMINED
DURING CONSTRUCTION TO SATISFACTION OF INSPECTORS).

APPLY WIND PROTECTION AS NEEDED PER WE-1. (PER CASCPA
STORM WATER BMP HANDBOOK).
5" OPENING BETWEEN
BAGS ON TOP ROW.

EXIST. ROUGH GRADE LINE OR EXIST
IMPROVED PAVED SURFACE.

STREET SUBGRADE OR
EXIST. IMPROVED PAVED
SURFACE.

PROPOSED SLOPE 2:1 MAX.
1710 EXIST. CONTOUR

INLET INLET PROTECTION
LEGEND:

PROPOSED GRAVEL BAGS
(POLY GRAVEL BAGS)

PROPOSED FIBER ROLL

TEMPORARY BMP BONDED

FIBER MATRIX (BFM)
PLAN CROSS REFERENCES:

NOTES AND LEGENDS THIS SHEET.

FOR CONSTRUCTION DETAILS, SEE SHEET L-2.3 TO L-2.9
FOR CONSTRUCTION SPECIFICATIONS, SEE SHEET L-5.1
CONSTRUCTION NOTES:

1. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND/OR GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO A FAILURE TO GIVE SUCH NOTIFICATION.

2. WALL AND FENCE LAYOUT SHALL CONFORM TO PROPERTY LINE AND TOP OF SLOPE CONDITIONS. STAKING FOR LOCATION OF WALLS AND FENCES SHALL BE PROVIDED BY THE CIVIL ENGINEER PRIOR TO EXCAVATION OF FOOTINGS.

3. ALL FORMS AND ALIGNMENTS OF PAVING, WALL / FENCE LAYOUT, AND SPECIAL PAVING AREAS SHALL BE REVIEWED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO POURING (GIVE A MINIMUM OF 48 HOURS NOTICE).

4. FOR SITE GRADING, SEE CIVIL ENGINEER'S GRADING PLAN.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES.

6. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS REQUIRED. REFER TO IRRIGATION PLANS.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN.

8. PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL SUFFICIENTLY COMPACT THE SUB-GRADE AND PROVIDE SUBSURFACE PREPARATION PER SPECIFICATIONS.

9. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT TO REDUCE DIPS, ABRUPT CHANGES AND SHARP TRANSITIONS.

10. ALL CURVILINEAR WALKS, CURBS, HEADER BOARDS, AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE. ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK.

BOULDER SCHEDULE:

SYMBOL SIZE COLOR AND TYPE
18" TO 24" PER AMENITIES SCHEDULE
24" TO 30" PER AMENITIES SCHEDULE
30" TO 36" PER AMENITIES SCHEDULE
36" TO 48" PER AMENITIES SCHEDULE
48" TO 60" PER AMENITIES SCHEDULE
A
B
C
D
E

SYMBOL DESCRIPTION NOTES

EXISTING CMU BLOCK WALL PROTECT IN PLACE

EXISTING CONCRETE CURB PROTECT IN PLACE

EXISTING CONCRETE PROTECT IN PLACE
GUTTER
EX-101
EX-103
EX-104

SYMBOL DESCRIPTION NOTES
CURB PER CIVIL ENGINEER`S PLANS
GUTTER PER CIVIL ENGINEER`S PLANS

RAMP PER CIVIL ENGINEERS PLANS
MODULAR WETLAND SYSTEM PER CIVIL ENGINEER`S PLANS
CATCH BASIN PER CIVIL ENGINEER`S PLANS
STRIPING PER CIVIL ENGINEER`S PLANS
R-101
R-102
R-103
R-104
R-105
R-106
METAL

SYMBOL DESCRIPTION DETAIL HEIGHT MATERIAL MODEL COLOR FINISH REMARKS COMBO TUBULAR STEEL I/L-2.04 5`-0" MIXED CUSTOM PER DETAIL PER DETAIL --- FENCE & CMU WALL COMBO T.S. GUARDRAIL & G/L-2.08 42" MIXED STEEL CUSTOM BLACK POWDERCOAT --- CMU WALL HANDRAIL F/L-2.03 36" MIXED STEEL CUSTOM BLACK POWDERCOAT BOTH SIDES OF STAIRS F-41
F-42
F-43

CONCRETE
SYMBOL DESCRIPTION DETAIL MATERIAL THICKNESS PATTERN EXP. JT. TYPE EXP. JT. DETAIL CTL. JT. TYPE CTL. JT. DETAIL FINISH MATERIAL COLOR COLOR MANUF. REMARKS CONCRETE PAVING A/L-2.03 CONCRETE 4" N/A FULL-DEPTH D/L-2.03 TOOLED D4/L-2.03 MEDIUM BROOM NATURAL GRAY --- --- ENHANCED CONCRETE B&C/L-2.03 CONCRETE 4" PER PLAN FULL-DEPTH D/L-2.03 TOOLED D4/L-2.03 TOP CAST 03 (VIOLET) SAN DIEGO BUFF DAVIS COLORS --- PAVING FIELD w/ SMOOTH BAND

PLAY SURFACING
SYMBOL DESCRIPTION DETAIL MATERIAL THICKNESS PATTERN EXP. JT. TYPE EXP. JT. DETAIL CTL. JT. TYPE CTL. JT. DETAIL FINISH MATERIAL COLOR COLOR MANUF. REMARKS PLAYGROUND RUBBER A/L-2.04 POURED-IN-PLACE PER MANUF. PER DETAIL N/A N/A N/A N/A N/A PER DETAIL SPECTRA-TURF SPECTRA POUR SUPREME

SURFACING RUBBER SPECIFICATIONS
P-11
P-12
P-41

INFORMATIONAL
SYMBOL DESCRIPTION DETAIL MODEL FRAME / POSTS FRAME MANUF. FR/POST COLOR FR/POST COLOR MANUF. PANEL MTL. 1 REMARKS INFORMATION KIOSK B/L-2.06 TMB7136Y-P4 ANODIZED ALUMINUM ICON SHELTERS TBD TBD TBD LOCKABLE DOORS SINGLE SIDED

ENTRY MONUMENTATION
SYMBOL DESCRIPTION DETAIL FRAME / POSTS FRAME MANUF. FR/POST COLOR FR/POST COLOR MANUF. PANEL MTL. 1 REMARKS MONUMENT SIGN A/L-2.08 COMPOSITE CONTRACTOR N/A N/A TBD POWER TO MONUMENT SIGN. COORDINATE WITH ELECTRICAL ENGINEER`S PLANS

REGULATORY
SYMBOL DESCRIPTION DETAIL FRAME / POSTS FRAME MANUF. FR/POST COLOR FR/POST COLOR MANUF. PANEL MTL. 1 REMARKS ACCESSIBLE PARKING ONLY I/L-2.03 METAL N/A GALVANIZED N/A ALUMINUM SIGN SHALL MEET STANDARD REQUIREMENTS. SUPPLIER PER CONTRACTOR CHOICE SIGN
ADA PAINTED SYMBOL J/L-2.03 --- --- WHITE/BLUE --- --- --- 4" WIDE STRIPING --- --- --- WHITE --- --- 4" WIDE @2`-0" O.C. @ 45º S-41
S-61
S-71
S-72
S-73

CONCRETE

SYMBOL DESCRIPTION DETAIL MATERIAL FINISH WARNING STRIP TYPE WARNING STRIP COLOR REMARKS ST-11 CONCRETE STAIRS E/L-2.03 CONCRETE MATCH ADJACENT SAWCUT & PAINTED DARK BROWN ---

CONCRETE MASONRY UNIT
SYMBOL DESCRIPTION DETAIL HEIGHT STRUCTURE STRUCT. MANUF. CAP TYPE CAP COLOR CAP MANUF. GROUT COLOR REMARKS CMU CHEEK WALL AT STAIRS H/L-2.03 36" TO 42" 8" x 8" x 16" SINGLE-SIDED TBD P.I.P. CONCRETE TBD N/A NATURAL GREY --- SPLIT-FACE CMU RETAINING WALL C/L-2.08 5`-0" 8" x 8" x 16" SINGLE-SIDED TBD P.I.P. CONCRETE TBD N/A NATURAL GREY --- SPLIT-FACE CMU STONE COLUMN WITH CAP J/L-2.04 5`-8" 16" x 8" x 16" PRECISION --- PER DETAIL NATURAL GREY VALORI PRECAST NATURAL GREY --- CMU COLUMN W-11
W-12
W-13
Know what's below.

Call before you dig.

R
SCALE: 1" = 10'
0' 10' 20' 40' NORTH

SITE FURNISHINGS
SYMBOL DESCRIPTION DETAIL MANUF. MODEL MATERIAL COLOR 1 MATERIAL COLOR 2 MOUNTING REMARKS CONCRETE PICNIC TABLE --- QCP CORP Q-LBT-96PT NATURAL HONED SET LEVEL --- CONCRETE LEAF BENCH D/L-2.04 QCP CORP Q-LEAF-B NATURAL HONED SET LEVEL --- DRINKING FOUNTAIN W/ G/L-2.04 HAWS 3611 GREEN N/A CAST IN ANCHORS --- BOTTLE FILLER TRASH RECEPTACLE C/L-2.04 QCP CORP QR-CE3036W-HOVER25 NATURAL HONED SET LEVEL --- ADA-COMPLIANT PICNIC --- QCP CORP Q-LBT-102PTADA NATURAL HONED SET LEVEL --- TABLE KERNEL CONCRETE SEAT D/L-2.08 QCP CORP Q2-KERNEL-L NATURAL HONED ANCHOR BOLTS --- PEBBLE CONCRETE SEAT 77" E/L-2.08 QCP CORP Q-PEBBLE 7754 NATURAL HONED SET LEVEL --- PEBBLE CONCRETE SEAT 56" F/L-2.08 QCP CORP Q-PEBBLE5637 NATURAL HONED SET LEVEL --- PLAYGROUND EQUIPMENT SYMBOL DESCRIPTION DETAIL MANUF. MODEL MATERIAL COLOR 1 MATERIAL COLOR 2 MOUNTING REMARKS PRE-FABRICATED PLAY A/L-2.06 LANDSCAPE STRUCTURES PER DETAIL PER DETAIL N/A IN-GROUND AVAILABLE THROUGH REC-WEST

EQUIPMENT OUTDOOR PRODUCTS

BOULDERS
SYMBOL DESCRIPTION DETAIL MANUF. MODEL MATERIAL COLOR 1 MATERIAL COLOR 2 MOUNTING REMARKS LANDSCAPE BOULDER H/L-2.04 SOUTHWEST BOULDER & STONE SIERRA SELECT GRANITE GRAY --- --- --- LANDSCAPE FEATURES SYMBOL DESCRIPTION DETAIL MANUF. MODEL MATERIAL COLOR 1 MATERIAL COLOR 2 MOUNTING REMARKS FILTRATION DRY STREAM E/L-2.04 ROCK AVAILABLE FROM SOUTHWEST SIERRA COBBLE GRANITE GRAY --- PER DETAIL --- BED BOULDER & STONE A-11
A-12
A-13
A-14
A-15
A-16
A-17
A-18
A-21
A-61
A-91

CONCRETE CURBS
SYMBOL DESCRIPTION DETAIL MATERIAL PRODUCT MANUF. MATERIAL COLOR FINISH REMARKS C-12 CONCRETE HEADER G/L-2.03 CONCRETE CUSTOM NATURAL GRAY MED. BROOM ---

OUTDOOR KITCHENS
SYMBOL DESCRIPTION DETAIL DIMENSIONS MATERIAL PREFAB. MANUF. PREFAB. MODEL MATERIAL COLOR 1 COLOR APPLICATION HARDWARE COLOR REMARKS 5-STAR SHADE SAIL A/L-2.07 PER DETAIL FABRIC WITH STEEL POSTS LANDSCAPE STRUCTURES PER DETAIL SEE DETAIL POWDER COATED PER SPECS. AVAILABLE THROUGH REC WEST OUTDOOR PROCUCTS 6 POST DBL HYPAR SHADE A/L-2.07 PER DETAIL FABRIC WITH STEEL POSTS LANDSCAPE STRUCTURES PER DETAIL SEE DETAIL POWDER COATED PER SPECS. AVAILABLE THROUGH REC WEST OUTDOOR PROCUCTS SAIL A/L-2.10
SS-101
SS-102

CONSTRUCTION LEGEND AND NOTES
L-2.00
7 SITE AMENITIES SCHEDULE:

FENCES & RAILS SCHEDULE:

PAVING & SURFACING SCHEDULE:

SIGNAGE SCHEDULE:

WALLS SCHEDULE:

STAIRS SCHEDULE:

CURBS & EDGING SCHEDULE:

EXISTING SCHEDULE:

REFERENCES BY OTHERS SCHEDULE:

SITE STRUCTURES SCHEDULE:
07-31-24
01-31-24
10221-A TRADEMARK ST., RANCHO
CUCAMONGA , CALIFORNIA 91730
PH: (909) 484-2800

HILLBROOK PARK RENOVATION

CITY OF SIGNAL HILL

PLAN NUMBER
SHEET
01-31-2024

AS SHOWN DATE

PREPARED UNDER THE SUPERVISION OF
07-31-2024
R.C.E. NO. EXP

REVIEWED BY

APPROVED

CITY ENGINEER

REVISIONS REFERENCES
NO. DATE INITIAL DESCRIPTION APP.

SCALE:

D
C
E
D
D
D
E
E
B
E
E
E
E
D
D
B
B
E E
E
E
B E
B
B
E
D
E
E
D
D
A A
A
A
D
D
D
D
B
A
D
B
D
A
D
E
E
B E
E
E
E
A
A
A
A
D

EAST WALL ST TEMPLE AVE
36 EXIST. 6" WATER
EXIST. 8" SEWER
EXIST. GAS EXIST. GAS EXIST. HIGH PRESSURE GAS EXIST. 8" SEWER < < < <
< <
<
<
<
<
<
<
<
<
<
<
< < <
<
< <
<
<
< <
PLAN CROSS REFERENCES:

FOR NOTES AND LEGENDS, SEE SHEET L-2.00
FOR CONSTRUCTION DETAILS, SEE SHEET L-2.03 TO L-2.10
FOR CORRESPONDING IRRIGATION PLAN, SEE SHEET L-3.00
FOR CORRESPONDING PLANTING PLAN, SEE SHEET L-4.01
R21'
R32'
R28'
6'-0"
R24'
R4'
R4'
R4'
R8'-6"
6'-0"
R9'
R9'-9"
5'-0"

REFERENCE POINT
R8'
R8'
R18'
R5'
P-11
P-12
P-12
P-12
P-12
P-12
P-11
P-11
P-11
A-11
A-11
A-12
21'-5"
P-12
ST-11
ST-11
ST-11
F-41
F-41
F-41
F-41
R20'
PA PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
PA
P-41
26'-2"
W-13 W-13
W-13
W-13
EX-101 W-12
EX-101
BOULDER SCHEDULE:

QTY SYMBOL SIZE COLOR AND TYPE
10 18" TO 24" PER AMENITIES SCHEDULE
9 24" TO 30" PER AMENITIES SCHEDULE
1 30" TO 36" PER AMENITIES SCHEDULE
17 36" TO 48" PER AMENITIES SCHEDULE
21 48" TO 60" PER AMENITIES SCHEDULE
A
B
C
D
E
R-101
R-102
R-103
S-61
SS-101
A-91
A-91
A-61
A-61
R20'
R13'
R12'
R15'
R9' 2'-1" 18'-9" 48'-4" 10" 6'-4" 10'-6"
EX-101 9'-9" 21'-1" 11'-9" 13'-7" 9'-4" 20'-9" 2'-3"
20'-5" 15'-0" 7'-9" 39'-10" 12'-8" 19'-1" 12'-5" 3'-10" 10'-10"
SS-101 22'-4" 21'-7"
5'-2" 7'-2"
14'-1"
12'-3" 26'-4"
8'-5"
23'-1" 10'-3" 14'-10"
A-11 10'-2"
5'-9"
ST-11
A-61
6'-9" 7'-10" 21'-8" 13'-6"
TOT-LOT ENLARGEMENT PLAN NOTE:

FOR TOT-LOT AREA,
REFER TO ENLARGEMENT PLAN, SHEET L-2-02.
64'-1"
PAVING ENLARGEMENT NOTE:

FOR PAVING PATTERN, REFER TO
ENLARGEMENT DETAIL, SHEET L-2-05.

PAVING ENLARGEMENT NOTE:

FOR PAVING PATTERN, REFER TO
ENLARGEMENT PLAN, SHEET L-2-05.

R3'
5'-0"
5'-0"
A-13
R11'
R7'
3'-2" 9'-11"
Know what's below.

Call before you dig.

R SCALE: 1" = 10'
0' 10' 20' 40' NORTH
R22'
5'-0"
5'-0"
6'-0"6'-0"
11'-1"
A-16
A-16
A-17
A-18
A-18
S-41

PA PA PA
PA
R-104
R-104
A-14
A-14
A-14
A-15
A-15
A-11
SS-101
F-42
F-42
F-42
W-11
F-43
W-11
W-11
F-43
F-43
F-43
PA
PA
PA
PA
PA
PA 11'-8"
14'-10"
21'-3"
20'-1"
13'-1" C-12
C-12

CONSTRUCTION PLAN
L-2.01
8 P-12

PAVING HATCHES
R-105
R-101
P-11
EX-104 EX-103
TYP.

TYP.

R-106
CURB NOTE:

NEW ZERO HEIGHT CURB PER CIVIL.

S-71
S-72 S-73
SS-102
SS-102
SS-102
W-11
F-42
R-103 R-103
EQ.

L EQ. C
07-31-24
01-31-24
10221-A TRADEMARK ST., RANCHO
CUCAMONGA , CALIFORNIA 91730
PH: (909) 484-2800

HILLBROOK PARK RENOVATION

CITY OF SIGNAL HILL

PLAN NUMBER
SHEET
01-31-2024

AS SHOWN DATE

PREPARED UNDER THE SUPERVISION OF
07-31-2024
R.C.E. NO. EXP

REVIEWED BY

APPROVED

CITY ENGINEER

REVISIONS REFERENCES
NO. DATE INITIAL DESCRIPTION APP.

SCALE:
36 PLAN CROSS REFERENCES:

FOR NOTES AND LEGENDS, SEE SHEET L-2.00
FOR CONSTRUCTION DETAILS, SEE SHEET L-2.03 TO L-2.10
CONSTRUCTION NOTES:

2. WALL AND FENCE LAYOUT SHALL CONFORM TO PROPERTY LINE AND TOP OF SLOPE CONDITIONS. STAKING FOR LOCATION OF WALLS AND FENCES SHALL BE PROVIDED BY THE CIVIL ENGINEER PRIOR TO EXCAVATION OF FOOTINGS.

3. ALL FORMS AND ALIGNMENTS OF PAVING, WALL / FENCE LAYOUT, AND SPECIAL PAVING AREAS SHALL BE REVIEWED AND APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO POURING (GIVE A MINIMUM OF 48 HOURS NOTICE).

4. FOR SITE GRADING, SEE CIVIL ENGINEER'S GRADING PLAN.

6. CONTRACTOR SHALL COORDINATE IRRIGATION SLEEVE LOCATIONS UNDER PAVED AREAS AS REQUIRED. REFER TO IRRIGATION PLANS.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH OTHER SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH CONSTRUCTION OPERATIONS AS SHOWN.

8. PRIOR TO PLACING CONCRETE, THE CONTRACTOR SHALL SUFFICIENTLY COMPACT THE SUB-GRADE AND PROVIDE SUBSURFACE PREPARATION PER SPECIFICATIONS.

9. CONCRETE SURFACES SHALL BE FORMED WITH LONG, SMOOTH GRADIENT TO REDUCE DIPS, ABRUPT CHANGES AND SHARP TRANSITIONS.

10. ALL CURVILINEAR WALKS, CURBS, HEADER BOARDS, AND WALLS SHALL HAVE A CONTINUOUS SMOOTH CURVE WHERE APPLICABLE.

ALL FORMS MUST BE INSPECTED AND APPROVED PRIOR TO BEGINNING THAT PHASE OF WORK.

PLAYGROUND LAYOUT A SCALE: 1/4" = 1'-0"
R10'
R6'
R3' REFERENCE POINT 32'-8" 29'-7" 19'-8" 44'-4" 12"
R14'
R10'
4'-0" 27'-9"
11" 9'-11"
33'-4"
SCALE: 1/4" = 1'-0"
0' 4' 8' 16' NORTH
P-12
P-12
A-12
ST-11
ST-11
P-41
EX-101
A-16
A-16
A-17
P-41
P-41
P-41
P-41
A-21
A-21
A-21
A-21
R13'-6"
R15'
R3' 27'-0" 3'-8"

TOT-LOT ENLARGEMENT PLAN
L-2.02
9 W-11
W-11
P-11
P-11
P-11
F-43
SS-102
SS-102
A-18
A-18
SS-102
F-43
F-43
12" MIN.
07-31-24
01-31-24
10221-A TRADEMARK ST., RANCHO
CUCAMONGA , CALIFORNIA 91730
PH: (909) 484-2800

HILLBROOK PARK RENOVATION

CITY OF SIGNAL HILL

PLAN NUMBER
SHEET
01-31-2024

AS SHOWN DATE

PREPARED UNDER THE SUPERVISION OF
07-31-2024
R.C.E. NO. EXP

REVIEWED BY

APPROVED

CITY ENGINEER

REVISIONS REFERENCES
NO. DATE INITIAL DESCRIPTION APP.

SCALE:

LEGEND:

1. CONCRETE PAVING PER PLAN.

2. HAND TOOLED JOINT w/ 1/4" TOOLED
RADIUS.

3. POLYURETHANE WATERPROOF
SEALANT, COLOR TO MATCH PAVING.

SUBMIT COLOR SAMPLES PRIOR TO
INSTALLATION.

4. 1/2" EXPANSION JOINT w/ TEAR-AWAY
TOP.

5. COMPACTED SUB-GRADE PER SOIL
REPORT.

6. MACHINE SAW CUT JOINT, 1" DEEP
MINIMUM.

7. SPEED DOWEL (SIKA ®). 12" LONG AT
18" O.C. INSERT ONE SIDE IN PVC
SLEEVE.
3 4
5 2
5 1/4"
1 1" MIN.
1/4"
NOTES:

A. EXPANSION JOINTS SHALL BE
PLACED A MAXIMUM OF 20'

APART UNLESS OTHERWISE
NOTED ON PLAN.

B. PLACE EXPANSION JOINTS AT

ALL ABUTMENTS ADJACENT TO

FOUNDATIONS AND SEGMENTED

AREAS OF CONCRETE AND AS
SHOWN ON PLAN.
1 5
6 1
4 5
1 3 7
SCALE: 1 1/2" = 1'-0"
REFERENCE NUMBER:

EXPANSION & CONTROL JOINTS
EXPANSION JOINT 1 SAW CUT JOINT 2 TOOLED JOINT 3
DOWELED EXPANSION JOINT 4 D
D D D
D S-CONST-PAV-CONC-24
CONSTRUCTION DETAILS 1 L-2.03
10 LEGEND:

1. CONCRETE STEP, COLOR AND FINISH TO MATCH ADJACENT HARDSCAPE.

2. 3" WIDE WARNING GROOVES. PLACE ON ALL TREADS AND APPLY AMSTEP PRODUCTS NON-SLIP EPOXY COATING #AS-250, 'BLACK' COLOR.

3. #3 NOSE REBAR. HOLD 2" CLEAR FROM SURFACE TYPICAL.

4. #4 REBAR AT 18" O.C. EACH WAY.

5. 1/2" THICK, FULL-DEPTH EXPANSION JOINT.

6. #4 REBAR DOWEL, 12" LONG AT 18" O.C. INSERT ONE SIDE IN PVC SLEEVE.

7. ADJACENT PAVING PER PLAN.

8. 90% MINIMUM COMPACTED SUB-GRADE.
12" 12" 12" 6"
12"
MIN.
3"
6"
3 1% TYP
7 1 2
6 8 4
5 SCALE: 3/4" = 1'-0"

CONCRETE STAIRS WITH GROOVES
REFERENCE NUMBER:

NOTE:

A. SEE CIVIL PLANS FOR NUMBER OF

RISERS AT EACH LOCATION
E
ST-11
S-CONST-PAV-CONC-08
6" 8"
2 4 1
NOTES:

A. WEAKENED PLANE JOINT - 10 FEET o.c.

MAXIMUM. CUT CONCRETE WITH
TROWEL EDGE TO DEPTH OF REBAR.

TOOL FINISH JOINT USING GROOVER
WITH 1.5-INCH DEEP BIT.

B. ISOLATION / EXPANSION JOINT - PLACE

AT ENDS OF MOW CURB ABUTTING
OTHER IMPROVEMENTS (TYP.)
C. FINISH GRADE SHALL BE 1-INCH IN
LAWN AREAS AND 3-INCHES IN

PLANTING AREAS (BELOW TOP OF
MOW CURB).

SCALE: 1 1/2" = 1'-0"
REFERENCE NUMBER:

LEGEND:

1. CONCRETE HEADER WITH MEDIUM

BROOM FINISH AND CONTROL JOINT PER
NOTE 'A'.

2. FINISH GRADE - REFER TO NOTE 'C'.

3. #3 REBAR CONTINUOUS WITH 18-INCH LAP
MIN.

4. 1/2" RADIUS TOOLED EDGES.

5. ADJACENT TURF AREA.

6. ADJACENT PLANTER AREA w/ MULCH.

7. 90% COMPACTED SUB-GRADE.
3 2 6
5 7
6" W CONCRETE
HEADER AT PLANTER & TURF G S-CONST-CURB-CURB-16
C-12
LEGEND:

1. 8" x 8" x 16" PRECISION CMU, COLOR PER WALL SCHEDULE.

2. 8" x 2" x 16" PRECISION WALL CAP, COLOR PER WALL
SCHEDULE. MATCH SLOPE OF TOP OF WALL TO STAIRS.

3. CONCRETE FOOTING. FINAL SIZE PER STRUCTURAL
CALCULATIONS.

4. REINFORCING PER STRUCTURAL CALCULATIONS.

5. CONCRETE STAIRS PER CONSTRUCTION PLAN.

6. 1/2" THICK, FULL-DEPTH EXPANSION JOINT WITH
WATERPROOF SEALANT.

7. FINISH GRADE.

8. COMPACTED SUBGRADE.

9. ADJACENT PAVING PER CONSTRUCTION PLAN.

10. ADJACENT CMU RETAINING WALL BY OTHERS.

11. 8" x 8" x 16" DOUBLE-SIDED SPLIT-FACE CMU WHERE
VIEWABLE FROM BOTH SIDES. CUT TOP COURSE TO
MATCH SLOPE OF STAIRS.

ABUTMENT NOTE:

WHERE STAIR CHEEK WALL ABUTS

RETAINING WALL AT STAIR BOTTOM, FINISH

HEIGHT OF CHEEK WALL SHALL MATCH
HEIGHT OF RETAINING WALL.

SECTION 3 6" 6" MIN 6" PER CIVIL ENGINEER'S PLANS
ELEVATION 1
ELEVATION 2
TOP OF WALL NOTE:

SLOPE TOP OF WALL TO CORRESPOND TO
STAIRS.

MATCH SLOPE

MATCH SLOPE
7 2
11 4
1 3
5 6
2 5
11 11
9 5
9 2
11 8
SCALE: 3/4" = 1'-0"
REFERENCE NUMBER:

SPLIT-FACE (VIEWABLE) CMU CHEEK WALL AT STAIRS 12" MIN.

H
H
H
H S-CONST-WALLS-CMU-33
LEGEND:

1. CONCRETE PAVING, 4" MIN. THICKNESS. RUN

BROOM FINISH PERPENDICULAR TO EDGE OF
CONCRETE / PATH OF TRAVEL.

2. 1" DEEP CONTROL JOINT; SEE CONSTRUCTION
PLAN FOR LAYOUT, 5'-0" O.C. MAX.

3. EDGE OF PAVING - 1/2" RADIUS ALONG ALL
EXPOSED EDGES.

4. COMPACT SUB-GRADE TO 90% RELATIVE
COMPACTION UNDER PAVEMENT.

5. FINISH GRADE AT ADJACENT PLANTING AREA. 4" 1" TURF 2" G.C.

NOTES:

A. CONTRACTOR SHALL POUR AND FINISH A 2' x 2'

SAMPLE OF EACH TYPE OF FINISH FOR APPROVAL

BY OWNER'S REPRESENTATIVE OR LANDSCAPE
ARCHITECT.

B. CONCRETE REINFORCEMENT PER GEOTECHNICAL
REPORT.
5 1
PLAN 1 SECTION 2
3 4
1 2
3 SCALE: 3/4" = 1'-0"
REFERENCE NUMBER:

CONCRETE PAVING
WITH BROOM FINISH A S-CONST-PAV-CONC-51
A A
LEGEND:

1. MEDIUM BROOM FINISH NAT. COLOR CONCRETE, RUN
PERPENDICULAR TO EDGE OF CONC./PATH OF TRAVEL.

2. 1" DEEP CONTROL JOINT; SEE CONST. PLAN FOR LAYOUT.

3. EDGE OF PAVING.

4. 1/2" RADIUS AT ALL EDGES.

5. CONCRETE PAVING. SEE CONSTRUCTION PLAN FOR COLOR AND FINISH TREATMENT w/ #3 REBAR AT 18" EACH WAY.

6. COMPACT SUB-GRADE TO 90% RELATIVE COMPACTION UNDER
PAVEMENT.

7. SMOOTH TROWEL BAND. SEE CONSTRUCTION PLAN FOR WIDTH.

8. CONTROL JOINT AT 5'-0" O.C. MAX.

9. CONCRETE PAVING PER PLAN.

10. ADJACENT PLANTER AREA. 4" 1" TURF 2" G.C.
4 5 6
NOTES:

A. CONTRACTOR SHALL POUR AND
FINISH A 2'x2' SAMPLE OF EACH

TYPE OF FINISH FOR APPROVAL BY

OWNER'S REPRESENTATIVE OR
LANDSCAPE ARCHITECT.

B. CONCRETE REINFORCEMENT PER
GEOTECHNICAL REPORT.
9 7
3 8
9 7
8 2
1 2
3 10 9
w/ SMOOTH TROWEL BAND 2 CORNER BAND 3
SECTION 4
WITH DEEP JOINTS 1

MEDIUM BROOM FINISH MEDIUM BROOM FINISH COCNRETE AT
SCALE: 3/4" = 1'-0"
REFERENCE NUMBER:

CONCRETE FINISHES B S-CONST-PAV-CONC-52
B
B B B
LEGEND:

1. 2" SQ. x 8'-0" H, GALVANIZED STEEL POST. CLOSE TOP.

2. 18" x 12" REFLECTIVE ADA PARKING ONLY SIGN WITH PREDRILLED CENTER HOLES.

3. ADDITIONAL OPTIONAL REFLECTIVE 12" x 6" $250.00 FINE SIGN WITH PREDRILLED CENTER HOLES PER LOCAL REQUIREMENTS.

4. ADDITIONAL OPTIONAL REFLECTIVE 12" x 6" VAN ACCESSIBLE SIGN WITH PREDRILLED CENTER HOLES PER LOCAL REQUIREMENTS.

5. ADJACENT CONCRETE PAVING PER PLAN.

6. CONCRETE FOOTING. CROWN TOP.

7. FINISH GRADE.

8. 90% COMPACTED SUB-GRADE, PER SOIL REPORT.

NOTES:

A. SIGN SHALL BE PLACED CENTERED AT THE HEAD OF ACCESSIBLE PARKING STALL. SEE CONSTRUCTION PLAN FOR LOCATIONS.

B. THE SIGN SHALL NOT BE SMALLER THAN 70 SQ. INCHES IN AREA.

C. SIGNS SHALL BE PLACED A MINIMUM OF 80" FROM FROM THE BOTTOM OF

SIGN TO THE BOTTOM OF THE PARKING SPACE FINISH GRADE IF IN THE PATH OF TRAVEL.

D. SIGNS MAY ALSO BE PLACED ON A WALL AT THE INTERIOR END OF THE PARKING STALL CENTERED ON THE SPACE AT A MINIMUM OF 36" FROM THE BOTTOM OF SIGN TO THE PARKING SPACE FINISH GRADE.

PARKING
ONLY
$250 FINE
VAN
ACCESSIBLE 30" 3"
12" 30" 3"
12" 6'-8" TO BOTTOM OF LOWEST SIGN
EQ. EQ.
2 3
4 1
7 6
8 5
6 8
CONCRETE CONDITION:

PLANTER CONDITION:

SCALE: 1/2" = 1'-0"

ADA PARKING STALL SIGNAGE
REFERENCE NUMBER:S-71
I S-CONST-ADA-PARKSIGN-02
LEGEND:

1. REFELECTIVE WHITE PAVEMENT PAINT TO BE USED FOR
OUTLINE AND BORDER. 3" WIDE IS STANDARD FOR
MOST PARKING SPACES. NOTE THE WIDTH WILL
CHANGE PROPORTIONATELY WITH THE IMAGE SCALE.

2. REFELECTIVE BLUE PAVEMENT PAINT TO BE USED FOR

THE BACKGROUND AND FILL AREAS WITHIN THE
BORDER.

NOTES:

A. ALTHOUGH DRAWN TO A SCALE PER THIS DETAIL. THE

INTERNATIONAL SYMBOL OF ACCESSIBILITY IS SHOWN TO BE

DRAWN BY A GRID PROPORTIONATELY AT ANY SCALE

DESIRED FOLLOWING ADA GUIDELINES PER THE INTENDED
PROJECT AND USE.

B. GRID, GRID NUMBERS, AND DIMENSIONS ARE FOR DRAWING
PURPOSES ONLY AND SHOULD NOT BE DRAWN IN FIELD.
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 1
2 3
4 5
6 7
8 9
10 11
12 13
14 15
16 17
18 19
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
23° SCALABLE UNIVERSAL ADA SYMBOL - 36" SQ. FOR PARKING STALLS SCALABLE UNIVERSAL ADA SYMBOL - 36" SQ. FOR PARKING STALLS 1 2
SCALE: 3/4" = 1'-0"

INTERNATIONAL ADA SYMBOL J
REFERENCE NUMBER:S-72
S-CONST-ADA-SYMBOL-01
LEGEND:

1. CONCRETE PAVING, 4" MIN. THICKNESS.

PROVIDE A TROWEL BAND AND CREATE A TOP
CAST FINISH AS PER SPECIFICATIONS.

2. 1" DEEP CONTROL JOINT; SEE CONSTRUCTION
PLAN FOR LAYOUT, 5'-0" O.C. MAX.

3. EDGE OF PAVING - 1/2" RADIUS ALONG ALL
EXPOSED EDGES.

4. COMPACT SUB-GRADE TO 90% RELATIVE
COMPACTION UNDER PAVEMENT.

5. FINISH GRADE AT ADJACENT PLANTING AREA. 4" 1" TURF 2" G.C.

NOTES:

A. CONTRACTOR SHALL POUR AND FINISH A 2' x 2'

SAMPLE OF EACH TYPE OF FINISH FOR APPROVAL

BY OWNER'S REPRESENTATIVE OR LANDSCAPE
ARCHITECT.

B. CONCRETE REINFORCEMENT PER GEOTECHNICAL
REPORT.
5 1
SECTION 2
3 4
1 2
3 PLAN 1
SCALE: 3/4" = 1'-0"
REFERENCE NUMBER:

PER PLAN

CONCRETE PAVING TOP CAST

FINISH WITH TROWEL BAND
2 C S-CONST-PAV-CONC-53
C C
LEGEND:

1. CONCRETE STAIRS PER CONSTRUCTION PLAN.

2. 1 1/2" DIA. x 11 GA. POWDER COATED TUBULAR STEEL HANDRAIL. WELD TO POSTS.

3. 1" x 1 1/2" POWDER COATED STEEL BAR HANDRAIL END POST.

4. 1 1/2" DIA. x 11 GA. POWDER COATED RETURN WITH 3" OUTER RADIUS.

5. 3 3/4" RED HEAD STAINLESS STEEL ANCHOR HARDWARE AT HANDRAIL POST BASE.

6. ADJACENT PAVING PER CONSTRUCTION PLAN.

7. CMU CHEEK WALL PER CONSTRUCTION PLAN.

8. POST BASE 3" x 3-1/2" x 1/4" w/ (4) 3/8" x 3-3/4" STAINLESS STEEL SLEEVE ANCHOR 36" 36" T.S.
2 3"R
3"R 12" 36" 12" 36"
12" LEVEL
12" LEVEL

TREAD WIDTH
MIN. 3"
3"R
3"R
1/8

HANDRAIL TO

POST (TYP)
7 3
1 3
2 5
7 1
4 6
5 6
3 4
2 ELEVATION 1
SIDE ELEVATION 2
5'-0" MAX
NOTE:

A. HANDRAIL SHALL HAVE A

POWDER COAT COLOR FINISH PER
CONSTRUCTION LEGEND.

SCALE: 3/4" = 1'-0"
REFERENCE NUMBER:

HANDRAIL AT STAIRS 3 1/2"
3"
3 8
ENLARGEMENT 3 F 3"=1'-0"
F
F
F P-2303-CONST-11
F-43
07-31-24
01-31-24
10221-A TRADEMARK ST., RANCHO
CUCAMONGA , CALIFORNIA 91730
PH: (909) 484-2800

HILLBROOK PARK RENOVATION

CITY OF SIGNAL HILL

PLAN NUMBER
SHEET
01-31-2024

AS SHOWN DATE

PREPARED UNDER THE SUPERVISION OF
07-31-2024
R.C.E. NO. EXP

REVIEWED BY

APPROVED

CITY ENGINEER

REVISIONS REFERENCES
NO. DATE INITIAL DESCRIPTION APP.

SCALE:

LEGEND:

1. ADJACENT CONCRETE PAVING. SEE CONSTRUCTION PLAN AND DETAIL THIS SHEET FOR LOCATIONS AND FINISHES.

2. 1/2" TOP RUBBER SURFACE WEAR-IN COURSE TO BE FLUSH w/ CONCRETE PERIMETER EDGE. VERIFY THICKNESS AT INSTALL WITH MANUFACTURER (SPECTRATURF).

3. RUBBER SURFACE BASE MATERIAL (SPECTRATURF). THICKNESS BASED ON 7' FALL. CONTRACTOR TO VERIFY FALL HEIGHTS WITH PLAYGROUND EQUIPMENT VENDOR, PLAY SURFACE VENDOR AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.

4. CONCRETE SUBSLAB SLOPE CONCRETE MINIMUM 0.5%, MAXIMUM 1% TO DRAIN. SEE CIVIL GRADING PLAN..

5. 1/2" RADIUS AT EDGES OF CONCRETE AND AT JOINTS.

6. 12" x 12" CATCH BASIN & DRAIN PIPE. DRILL 1/4" WEEP HOLE TYPICAL (4) PLACES AT BOTTOM CORNERS.

7. CONCRETE CURB AT PLAY AREA. SEE DETAIL THIS SHEET.

8. FILTER FABRIC (MIRAFI DRAIN 140N).

9. FINISH GRADE.

10. SATURATED AND COMPACTED SUBGRADE TO 90% PRIOR PLACING CONCRETE SUBBASE. SLOPE SUBGRADE TO DRAIN PER CIVIL ENGINEER'S PLANS.

11. 4" TO 6" DEEP LAYER 3/4" GRAVEL BASE.

12. EXPANSION JOINT, SEE DETAIL B, THIS SHEET SUBSLAB AND DRAIN. 1 5 9
7 4 3.5" 3"
6 11
6 2 3
10 8
8 SCALE: 1" = 1'-0"

PLAY SURFACING WITH DRAIN
- 7' FALL CONDITION A
REFERENCE NUMBER:P-41
S-CONST-PAV-PLSUR-05
LEGEND:

1. 2 3/8" DIA. x 40" LONG, STEEL

PIPE POST FOR PARK-STYLE

GRILL PER CONSTRUCTION
PLAN. SET BOTTOM OF GRILL /
TOP OF POST AT 30" ABOVE
FINISH SURFACE.

2. 1/2" DIA. x 8" LONG REBAR
THRU POST. WELD IN PLACE.

3. CONCRETE FOOTING.

4. ADJACENT PAVING PER
CONSTRUCTION PLAN.

5. COMPACTED SUB-GRADE.
12" SQ 1'-6"
3 2
5 1
4 NOTES:

A. CONNECTION PER MANUFACTURER
INTO FLATWORK..

SCALE: 1 1/2" = 1'-0"
REFERENCE NUMBER:

POST MOUNT PARK BARBECUE B S-CONST-SA-BBQ-05
LEGEND:

1. BOULDER PER CONSTRUCTION PLAN. RECESS AT LEAST
1/3 OF BOULDER DEPTH INTO SUB-GRADE AS SHOWN.

2. COMPACTED SUB-GRADE.

3. FINISH GRADE.
3 1/3 2/3
2 1
SCALE: 1" = 1'-0"
NOTES:

A. LANDSCAPE ARCHITECT TO APPROVE BOULDERS
AND SPOT LOCATIONS PRIOR TO INSTALLATION.

REFERENCE NUMBER:

LANDSCAPE BOULDER H
A-61
S-CONST-SA-BLDR-02
LEGEND:

1. LANDSCAPE BOULDERS WHERE OCCUR PER CONSTRUCTION PLAN. SIZE PER PLAN.

2. SWALE SLOPE WITH COBBLE, 50% 3" TO 8" SIZE, AND 50% SMALLER AGGREGATE PER CONSTRUCTION SCHEDULE, 1/2" TO 2" SIZE MINIMUM. MIX SIZES TO AVOID UNIFORMITY OF MASSES. COVER FABRIC BELOW.

3. FINISH GRADE.

4. NATIVE SUBGRADE.

5. MIRAFI FILTER FABRIC.

SWALE WIDTH VARIES PER PLAN DEPTH VARIES TO 12" MAX
SCALE: 1" = 1'-0"
REFERENCE NUMBER:

DRY COBBLE SWALE
5 1
4 3
2 E S-GRA-GRA-SWAL-01
3'-0"
LEGEND:

1. 4" THICK CONCRETE PAVING, COLOR AND

FINISH PER PAVING SEE DETAIL THIS
SHEET.

2. TACTILE WARNING STRIPS WITH

TRUNCATED DOMES, TYPE AND

MANUFACTURER PER CONSTRUCTION
PLAN. INSTALL PER MANUFACTURER'S
SPECIFICATIONS.

3. 90% MINIMUM COMPACTED SUB-GRADE.

4. TOOLED CONTROL JOINT.

5. 6" WIDE FLUSH CURB PER CIVIL ENGINEER.

6. VEHICULAR PAVING.

7. EXPANSION JOINT.
6 1
1 3 2 5
6 4
4 7
2 DETAIL B 9/16" 7/8" 0.2"
Ø0.45"
Ø0.9" 5/16" 1 1/8"5/32"

0.35"
1 3/4" 1/2"

0.25" 9/16"
SECTION A-A 7/8"
3 1/8" 1 7/16" 7/16"

1.175"

DETAIL A

2.35" 1.175"
A A

SEE DETAIL 'A'

SEE DETAIL 'B'
SCALE: 1" = 1'-0"
REFERENCE NUMBER:

TACTILE WARNING - SURFACE APPLIED F S-CONST-PAV-TD-02 27" 34 3/4" LEGEND:

1. HAWS #3611 VANDAL-RESISTANT, STAINLESS STEEL

BOTTLE FILLER AND ADA-COMPLIANT DRINKING
FOUNTAIN.

2. WATER FILTER KIT PER MANUFACTURER.

3. 1-1/2" PVC DRAIN PIPE. CONNECT TO DRAINAGE SUMP PER
LOCAL CODES AND STANDARDS.

4. 3/8" WATER SUPPLY TUBING (SUPPLIED BY
MANUFACTURER). CUT TUBING AS REQUIRED TO
CONNECT FILTER. CONNECT TO POTABLE WATER SUPPLY
w/ SHUTOFF BALL VALVE IN VALVE BOX.

5. COMPRESSION TEE, COMPRESSION ADAPTOR, INSERTS,

FERRULES AND COMPRESSION NUTS (SUPPLIED BY
MANUFACTURER).

6. ADA-COMPLIANT FOUNTAIN AND EXTENSION ARM.

7. 4X STAINLESS STEEL ANCHORS WITH 4X 5/8" NUTS AND
WASHERS, PROVIDED BY MANUFACTURER.

8. 1-1/2" PVC TEE, PVC COMPRESSION TRAP ADAPTOR, 2X
NUTS AND WASHERS.

9. ADJACENT CONCRETE PAVING PER CONSTRUCTION PLAN.

10. COMPACTED SUBGRADE.

11. 4X 7/8" DIA. MOUNTING HOLES. OPTIONAL TEMPLATE FOR

SPACING ANCHORS AT TIME OF CONCRETE POUR
AVAILABLE FROM MANUFACTURER.

12. MODEL 3670 S.S. HEAVY DUTY DOG BOWL WITH
PUSH-BUTTON ACCESS. 9"
30" SQ
NOTES:

A. INSTALL BOTTLE FILLER / DRINKING FOUNTAIN

PER LOCAL CODES AND STANDARDS

INCLUDING A TRAP IN THE WASTE LINE AND A

SCREWDRIVER STOP IN THE SUPPLY LINE AS
REQUIRED.

B. INSTALL PER MANUFACTURERS

SPECIFICATIONS AND INSTALLATION
INSTRUCTIONS.
6 PLAN 1
SECTION 2
1 6
1 8
5 4
3 2
9 7
10 4
3 7"
7"
BASE 3
11 1
3 4
7 12
12 SCALE: 1" = 1'-0"
REFERENCE NUMBER:

ADA-COMPLIANT DRINK.FOUNTAIN

W/ BOTTLE FILLER & DOG BOWL
G
G
G
G S-CONST-SA-DF-12
A-13
SCALE: 3/4" = 1'-0"
REFERENCE NUMBER:
19" O.D. @ BOTTOM 36" 30" O.D. 23-1/2" I.D.

LEGEND:

1. QCP CORP 'CASCADE' PRECAST CONCRETE
TRASH RECEPTACLE. MODEL #, COLOR AND
FINISH PER AMENITIES SCHEDULE.

2. TRASH RECEPTACLE LID WITH SECURITY

CABLE AND TAMPER-PROOF BOLT PER
MANUFACTURER. SEE AMENITIES
SCHEDULE FOR MODEL AND COLOR.

3. CONCRETE PAVING PER PLAN.

4. DRAIN HOLE (PROVIDED BY MANUF.).

5. COMPACTED SUBGRADE.
2 ELEVATION 2
PLAN 1
1 3
5 2
4 1

PRECAST CONCRETE TRASH

RECEPTACLE
C
C
C S-CONST-SA-TRASH-14
A-14
CONCRETE 'LEAF' BENCH D SCALE: NOT TO SCALE

PRECAST
CL
1 PLAN VIEW
ELEVATION 2
SECTION 3
SCALE: 1/2" = 1'-0" 48"
5'-0"
O.C. TYP.
4" O.C.

MAX.
1 1/2" MIN. 3" MAX. 48"
2" SQ.
5'-0"
O.C. TYP.
2 1
2 10
5 9
4 7
11 8
3" CLR. 3" CLR. 12" 6" MIN. 8"
ENLARGEMENT 4
SCALE: 1" = 1'-0"
12 8"
14 13
2 3
1 2
3 15
15 1 12
2 4 60"
SCALE: 1/2" = 1'-0"
REFERENCE NUMBER:

COMBO WALL
LEGEND:

1. 2" SQ x 11 GA. TUBULAR STEEL FENCE POST.

2. 2" SQ x 11 GA. TUBULAR STEEL TOP AND BOTTOM RAILS.

3. 3/4" SQ x 16 GA. TUBULAR STEEL PICKETS AT 4" O.C. MAX.

4. 8" x 2" x 16" PRECISION CAP PER MATERIALS SCHEDULE.

5. 8" x 8" x 16" DOUBLE-SIDED SPLIT-FACE CMU WHERE
VIEWABLE FROM BOTH SIDES. SOLID GROUT ALL CELLS.

6. 8" x 8" x 16" SINGLE-SIDED SPLIT FACE WHERE VIEWABLE FROM ONLY ONE SIDE. SOLID GROUT ALL CELLS.

7. CONCRETE FOOTING. SIZE AND REINFORCING PER
STRUCTURAL DETAILS.

8. VERTICAL REBAR #4 @ 16" O.C. STANDARD ALTERNATE
HOOKS IN FOOTING.

9. HORIZONTAL REBAR 2 #4 CONT.

10. FINISH GRADE.

11. 90% MIN. COMPACTED SUBGRADE PER SOILS REPORT.

12. 3/8" x 6" REDHEAD STAINLESS STEEL ANCHOR WEDGE.

SOLID GROUT CELLS WHERE POST AND ANCHORS OCCUR.

13. ADJACENT CONCRETE PAVING WHERE OCCURS PER
CONSTRUCTION PLAN.

14. 1/2" THICK, FULL-DEPTH EXPANSION JOINT WITH
WATERPROOF SEALANT.

15. 3.5" x 3.5" x 1/4" STEEL MOUNTING PLATE, DRILLED FOR (4) ANCHORS, TYPICAL EACH POST.

METAL CONSTRUCTION NOTES:

ALL WELDED CONNECTIONS ARE TO BE CONTINUOUSLY
WELDED. REMOVE ALL SLAG AND SPLATTER AND GRIND ALL
WELDS SMOOTH. ALL TUBING TO HAVE ENDS WELDED
CLOSED. POWDER COAT ALL METAL SURFACES, COLOR TO
BE PER CONSTRUCTION PLAN.
10 6
5 6 12"
18"
I
I
I
I
I P-2303-CONST-12
F-41 56" 12"
3"
CLR. 3" CLR.
36" SQ. 6"
LEGEND:

1. 12" x 8" x 12 PRECISION COLUMN
BLOCK. SOLID GROUT ALL CELLS.

2. 18" x 3" x 18" VALORI PRECAST
CONCRETE CAP #VP-F18SQ, COLOR
"GRIS".

3. 4 #4 REBAR REINFORCING.VERTICAL
#3 TIES @ 16" O.C.

4. ADJACENT FINISH GRADE.

5. COMPACTED SUB-GRADE.

6. ADJACENT COMBO CMU WALL &

TUBULAR STEEL FENCE PER
CONSTRUCTION PLAN. ALIGN
CENTERS WITH COLUMN.

7. CONCRETE FOOTING. 3 #4 @24" O.C.

EACH WAY

8. NATURAL COBBLE VENEER, SIZE 4"
TO 8", LARGER COBBLE TOWARD
BOTTOM, SMALL AT TOP. NATURAL
GREY COLOR MORTAR.
8 1
3 5
7 4
2 3" MAX.
2" MAX.

SCALE: 3/4" = 1'-0"
REFERENCE NUMBER:

CMU COLUMN WITH STONE VENEER
6 J P-2303-CONST-13
W-13
STAFF
JRC
CONSTRUCTION DETAILS 2 L-2.04
11 07-31-24
01-31-24
10221-A TRADEMARK ST., RANCHO
CUCAMONGA , CALIFORNIA 91730
PH: (909) 484-2800

HILLBROOK PARK RENOVATION

CITY OF SIGNAL HILL

PLAN NUMBER
SHEET
01-31-2024

AS SHOWN DATE

PREPARED UNDER THE SUPERVISION OF
07-31-2024
R.C.E. NO. EXP

REVIEWED BY

APPROVED

CITY ENGINEER

REVISIONS REFERENCES
NO. DATE INITIAL DESCRIPTION APP.

SCALE:

SCALE: 1/4" = 1'-0"
REFERENCE NUMBER:

SHADE STRUCTURE PAVING PATTERN 1
R8'-6"
R11'-6"
R14'
R3'
R2'
R3'
15°
15° 15°
15°
15°
15°
15°
15°
15°
15°
15°
15°
15°
15°
15°
15°
15°
15°
15°
15°
15°
15° 15°
15°
R3'
R2'
R3'
R3'
R3'
R3'
R3'
R3'
R3'
R3'
R3'
R3'
R2' R3' R2'R3'
R3' R2'
R3'
R2'
R3'
R2'
R3' R3'
R2' R2'
R3'
R2' R3'
R2'
R3'
R2' R3'
LEGEND:

1. CONCRETE PAVING WITH 12" WIDE CONCRETE BAND. REFER TO CONSTRUCTION PLAN, SHEET L -2.01 FOR COLOR(S) AND FINISHES.

2. PICNIC TABLE. REFER TO SITE AMENITIES SCHEDULE FOR
INFORMATION.

3. ADA-COMPLIANT PICNIC TABLE. REFER TO SITE AMENITIES
SCHEDULE FOR INFORMATION.

4. 5-CORNER SHADE SAIL WITH POSTS. REFER TO SITE STRUCTURES SCHEDULE FOR INFORMATION.

5. COLUMN WITH CAP PER CONSTRUCTION PLAN.

6. FENCE PER CONSTRUCTION PLAN.

7. LANDSCAPE BOULDERS. REFER TO CONSTRUCTION PLAN FOR
TYPE, SUPPLIER AND SIZES.

8. COBBLE SWALE PER CONSTRUCTION PLAN.

9. CONCRETE PAVING. REFER TO CONSTRUCTION PLAN, SHEET L-2.01 FOR COLOR(S) AND FINISHES.

10. 6" WIDE CONCRETE HEADER PER CONSTRUCTION PLAN.

11. PARK MONUMENT SIGN PER CONSTRUCTION PLAN.

12. CITY SIDEWALK WITH ACCESSIBLE RAMP.
12 12
5 9
6 11
1 6
5 7
8 (TYP)
5 10
4 3
2 1
4 1
9 9
2 9
6 5
7 8
LC
EQ.
6'-3"
EQ.

A P-2303-CONST-01 SCALE: 1/4" = 1'-0"
REFERENCE NUMBER:

SHADE STRUCTURE PAVING PATTERN 2
R8'-6"
R11'-6"
R14'
R3'
R2'
R3'
172°

14.4°
R12'-6"
15°
15°
15° 15°
15°
15°
15°
15°
15°

8.6°
15°
15°
R3'
R2'R3'
R3'
R2'R3'
R3'
R3' R2'
R2'
R3'
R2'
R3'
R3'
R3'
R3'
LEGEND:

1. CONCRETE PAVING WITH 12" WIDE CONCRETE BAND. REFER TO CONSTRUCTION PLAN, SHEET L -2.01 FOR COLOR(S) AND FINISHES.

2. CONCRETE STAIRS PER CONSTRUCTION PLAN.

3. HANDRAIL AT STAIRS PER CONSTRUCTION PLAN.

4. PICNIC TABLE. REFER TO SITE AMENITIES SCHEDULE FOR
INFORMATION.

5. ADA-COMPLIANT PICNIC TABLE. REFER TO SITE AMENITIES
SCHEDULE FOR INFORMATION.

6. 5-CORNER SHADE SAIL WITH POSTS. REFER TO SITE STRUCTURES SCHEDULE FOR INFORMATION.

7. RETAINING WALL PER CONSTRUCTION PLAN.

8. RETAINING CHEEK WALL PER CONSTRUCTION PLAN.

9. COLUMN WITH CAP PER CONSTRUCTION PLAN.

10. FENCE PER CONSTRUCTION PLAN.

11. LANDSCAPE BOULDERS. REFER TO CONSTRUCTION PLAN FOR
TYPE, SUPPLIER AND SIZES.

12. COBBLE SWALE PER CONSTRUCTION PLAN.

13. CONCRETE PAVING. REFER TO CONSTRUCTION PLAN, SHEET L-2.01 FOR COLOR(S) AND FINISHES.

14. GUARDRAIL PER CONSTRUCTION PLAN.

15. FENCE PER CONSTRUCTION PLAN
1 1
1 1
7 6
8 23
(TYP)
9 10
10 9
3 8
2 (TYP)
3 11
12 (TYP)
7 5
4 1
13 6
1 12" TYP.
14 14
12" MIN.
15 15
B P-2303-CONST-02
LEGEND:

1. DRINKING FOUNTAIN SEE DETAIL ON THIS SHEET

2. 2" PVC DRAIN PIPE FROM DRINKING FOUNTAIN AT 2% MINIMUM SLOPE.

3. OUTLET ELBOW WITH IPS THREADS

4. SAND TRAP HAWS. MODEL #6611

5. COVER AS PROVIDED BY HAWS w/ (8) 1/4-20 VANDAL-PROOF SCREWS ON 12-1/2" B.C.

6. 1 1/2" PVC WASTE PIPE TO 3" PERFORATED PVC PIPE.

7. 1" DRAIN GRAVEL IN 4' DEEP X 2' SUMP PIT.

8. FILTER FABRIC. WRAP ON ALL SIDES, TOP, AND BOTTOM.
(MIRAFI 140N)

9. 3" PERFORATED PVC PIPE W/ CAPS.

10. COMPACTED SUBGRADE.

11. FINISH GRADE

12. MULCH LAYER, SEE LANDSCAPE PLAN FOR TYPE AND
THICKNESS. 4'-0" MIN.
8" MIN. 2'-0" MIN. 1'-0" 1'-0"
2'-6"
1 2
3 4
5 6
7 8
9 2
10 9
2% MIN
2% MIN
11 12
5 SECTION 1
PLAN VIEW w/ SAND TRAP COVER 2
SCALE: 1" = 1'-0"
REFERENCE NUMBER:

DRINKING FOUNTAIN SAND TRAP AND SUMP
D
D
D S-CONST-SA-DF-13
STAFF
JRC
CONSTRUCTION DETAILS 3 L-2.05
12 ELEVATION 1 FLAT CONDITION
ELEVATION 2 SLOPED CONDITION
4 3
2 1
LEGEND:

1. 42" H. T.S. FENCE. SEE DETAIL I, SHEET L-2.04. 2. CMU COLUMN WITH NATURAL COBBLE VENEER AND PRECAST COLUMN CAP. SEE DETAIL J, SHEET
L-2.04. 3. CMU WALL WITH CAP. SEE DETAIL I, SHEET L-2.04. 4. FINISH GRADE / FINISH SURFACE PER CONSTRUCTION PLAN.
1 SCALE: 1/4" = 1'-0"
REFERENCE NUMBER:

PERIMETER FENCE / WALL WITH STONE VENEER COLUMNS - ELEVATIONS 28'-0"
28'-0" 16" 42" 18" 16"
2 3
4 5'-0"
TYP.
5'-0"
TYP.

C
C
C P-2303-CONST-14
07-31-24
01-31-24
10221-A TRADEMARK ST., RANCHO
CUCAMONGA , CALIFORNIA 91730
PH: (909) 484-2800

HILLBROOK PARK RENOVATION

CITY OF SIGNAL HILL

PLAN NUMBER
SHEET
01-31-2024

AS SHOWN DATE

PREPARED UNDER THE SUPERVISION OF
07-31-2024
R.C.E. NO. EXP

REVIEWED BY

APPROVED

CITY ENGINEER

REVISIONS REFERENCES
NO. DATE INITIAL DESCRIPTION APP.

SCALE:

UNLESS OTHERWISE NOTED ON PLAN.

The play components identified on this plan
are IPEMA certified. (Unless model number
is preceded with *) The use and layout of
these components conform to the
requirements of ASTM F1487. To verify
product certification, visit www.ipema.org

REQUIRED

TOTAL DIFFERENT TYPES OF GROUND LEVEL COMPONENTS

TOTAL ACCESSIBLE GROUND LEVEL COMPONENTS SHOWN

TOTAL ELEVATED COMPONENTS ACCESSIBLE BY TRANSFER REQUIRED

TOTAL ELEVATED COMPONENTS ACCESSIBLE BY RAMP REQUIRED

TOTAL ELEVATED PLAY COMPONENTS
601 7th STREET SOUTH - P.O. BOX 198
PH: 1-800-328-0035 FAX: 1-763-972-6091
DELANO, MINNESOTA 55328

SURFACING

AREA OF

ACCESSIBLE/PROTECTIVE
(POURED-IN-PLACE SUGGESTED)

SAFETY COMMISSION'S (CPSC)

IT IS THE MANUFACTURER'S OPINION AND

INTENT THAT THE LAYOUT OF THESE

COMPONENTS CONFORM WITH THE
"HANDBOOK FOR PUBLIC PLAYGROUND SAFETY".

U.S. CONSUMER PRODUCT
LANDSCAPE STRUCTURES, INC.

DRAWING #:

SYSTEM TYPE:

THIS PLAY AREA DOES CONFORM TO

IT IS THE MANUFACTURERS OPINION THAT
THE A.D.A. ACCESSIBILITY STANDARDS,

ASSUMING AN ACCESSIBLE PROTECTIVE

SURFACING IS PROVIDED, AS INDICATED, OR
WITHIN THE ENTIRE USE ZONE.

THIS PLAY AREA & PLAY EQUIPMENT IS

DESIGNED FOR AGES

CHOOSE A PROTECTIVE SURFACING MATERIAL THAT

HAS A CRITICAL HEIGHT VALUE TO MEET THE
MAXIMUM FALL HEIGHT FOR THE EQUIPMENT (REF.

ASTM F1487 STANDARD CONSUMER SAFETY

PERFORMANCE SPECIFICATION FOR PLAYGROUND
EQUIPMENT FOR PUBLIC USE, SECTION 8 CURRENT
REVISION). THE SUBSURFACE MUST BE WELL
DRAINED. IF THE SOIL DOES NOT DRAIN NATURALLY
IT MUST BE TILED OR SLOPED 1/8" TO 1/4" PER
FOOT TO A STORM SEWER OR A "FRENCH DRAIN".

THIS CONCEPTUAL PLAN WAS BASED ON
INFORMATION AVAILABLE TO US. PRIOR TO

CONSTRUCTION, DETAILED SITE INFORMATION

INCLUDING SITE DIMENSIONS, TOPOGRAPHY EXISTING

UTILITIES, SOIL CONDITIONS, AND DRAINAGE

SOLUTIONS SHOULD BE OBTAINED, EVALUATED, &
UTILIZED IN THE FINAL DESIGN. PLEASE VERIFY ALL

DIMENSIONS OF PLAY AREA, SIZE, ORIENTATION, AND

LOCATION OF ALL EXISTING UTILITIES, EQUIPMENT,
AND SITE FURNISHINGS PRIOR TO ORDERING. SLIDES
SHOULD NOT FACE THE HOT AFTERNOON SUN.
+36
+0

EXIT PLATE CONCRETE RAMP BERM
120325 36

ACCESSIBLE ROUTE RAMP

PROTECTIVE SURFACE
TOP OF

EXIT PLATE CURB/SLAB/SIDEWALK

RAMP BERM
SUGGESTED RAMP BERM EXIT PLATE 8"/12"/16" DECK TO GRADE/DB INSTALLATION

REFER TO RAMP BERM EXIT PLATE INSTALLATION SHEET
40 171539 RAMP DECK

EXTENSION
12 182503 WELCOME SIGN
(LSI PROVIDED) 5-12 YEARS
N
174817
12' RAMP W/BARRIER
NOTE: MAX SLOPE IS
1:12 (4.76°) PER ADA
123333
40" ROLLERSLIDE

AT GRADE DIGIFUSE BARRIER
217909
000000054
119_1165685-03-06 Panel 1 FRONT 119_1165685-03-06 Panel 1 FRONT ®

SADDLE SPINNER
152179
16" SEAT HEIGHT
48 48EXTENSION56
64 72
116247
24" DECK DIFF. PERM. LADDER
130798 DOUBLE SWIRL SLIDE
176078

LOLLIPOP CLIMBER
176079

SUNBEAM CLIMBER
115254

STORE FRONT PANEL
(BELOW DECK)
115253 HOLE PANEL
(BELOW DECK)
217909 DIGIFUSE BARRIER
000000054
119_1165685-03-06 Panel 1 FRONT 119_1165685-03-06 Panel 1 FRONT 217909 DIGIFUSE BARRIER
000000054
119_1165685-03-06 Panel 1 FRONT 119_1165685-03-06 Panel 1 FRONT 148426
FIREPOLE 177712 PANEL @ GROUND COLOR SPLASH

PANEL BELOW DECK
115231

TIC-TAC-TOE
®
SCALE IN FEET:
0' 5' 10' 20' 40'
SHADE UNIT CPs

AT PLAYGROUND
®
®
®
K.P.1 K.P.1 K.P.1
6"/8" RISE KICKPLATE
(K.P.1) QTY. ( ) 3
Estimated manufacturing time: weeks from the time of LSI order acceptance, or receipt of SkyWays release of fabrication
form if applicable.

PLAY EQUIPMENT A SCALE: NOT TO SCALE
STAFF
JRC
CONSTRUCTION DETAILS 4 L-2.06
13 DEFERRED SUBMITTAL NOTE:

A. CONTRACTOR TO OBTAIN SHOP DRAWINGS, STRUCTURAL DETAILS, AND STRUCTURAL CALCULATIONS FOR PERMIT APPLICATION. THESE DRAWINGS ARE FOR DESIGN REFERENCE AND GENERAL APPROVAL ONLY.

B. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, STRUCTURAL PLANS, AND STRUCTURAL CALCULATIONS TO THE CITY, PAY FEES, AND OBTAIN PERMITS.

C. FINAL COLORS AND DESIGN TO BE APPROVED BY OWNER'S REPRESENTATIVE BEFORE ORDERING AND FINAL DRAWINGS ARE MADE.
07-31-24
01-31-24
10221-A TRADEMARK ST., RANCHO
CUCAMONGA , CALIFORNIA 91730
PH: (909) 484-2800

HILLBROOK PARK RENOVATION

CITY OF SIGNAL HILL

PLAN NUMBER
SHEET
01-31-2024

AS SHOWN DATE

PREPARED UNDER THE SUPERVISION OF
07-31-2024
R.C.E. NO. EXP

REVIEWED BY

APPROVED

CITY ENGINEER

REVISIONS REFERENCES
NO. DATE INITIAL DESCRIPTION APP.

SCALE:
5'-11" 8'-6"
6'-2" 3'-0"
LEGEND:

1. ICON KIOSK MODEL # TMB7136Y-P4

2. SATIN ANODIZED ALUMINUM FRAME

3. LOCKABLE DOORS

4. CONCRETE FOOTING

5. FINISHED GRADE
18" 48"
1 3
2 5
4 SCALE: 1/2" = 1'-0"
REFERENCE NUMBER:

KIOSK B P-2303-CONST-18
STAFF
JRC
CONSTRUCTION DETAILS 5 L-2.07
14 07-31-24
01-31-24
10221-A TRADEMARK ST., RANCHO
CUCAMONGA , CALIFORNIA 91730
PH: (909) 484-2800

HILLBROOK PARK RENOVATION

CITY OF SIGNAL HILL

PLAN NUMBER
SHEET
01-31-2024

AS SHOWN DATE

PREPARED UNDER THE SUPERVISION OF
07-31-2024
R.C.E. NO. EXP

REVIEWED BY

APPROVED

CITY ENGINEER

REVISIONS REFERENCES
NO. DATE INITIAL DESCRIPTION APP.

SCALE:

Hillbrook
Park
SCALE: 3/4" = 1'-0"
REFERENCE NUMBER:

MONUMENT SIGN PLAN & ELEVATIONS
PLAN 1
FRONT ELEVATION 2
SIDE ELEVATION 3 4'-6" 6" 15"
5'-9"
6'-0"
6'-3" 4'-0" 6"
12"
3"
LEGEND:

1. FINISH GRADE.

2. ALUMINUM CABINET PAINTED COLOR TO
MATCH MATTHEWS 'LIGHT TAN'.

3. 'HILLBROOK PARK' ROUTERED OUT OF
ALUMINUM CABINET. WHITE TRANSLUCENT
ACRYLIC COPY.

4. 1/2" WHITE TRANSLUCENT ACRYLIC
PUSH-THRU COPY.

5. ALUMINUM CABINET PAINTED COLOR TO
MATCH MATTHEWS TEAL.

6. WHITE TRANSLUCENT LEXAN ATTACHED
WITH SCREWS TO SIGN TOP.

7. CONCRETE BASE, NATURAL GREY COLOR,
WITH 1-1/2" CHAMFER ALONG TOP EDGES,
ALL SIDES.

8. FINISH GRADE.

9. ADJACENT WALL AND FENCE
6 NOTES:

A. PROVIDE SHOP DRAWINGS FOR

APPROVAL BY CITY REPRESENTATIVE
AND LANDSCAPE ARCHITECT.
5 4
2 7
1 5
7 2
6 1
7 3
2 4
5 12"
CLEAR
TYP.
9 9
A
A
A
A P-2303-CONST-06
S-61
10 5'-9"
6'-0" 6" 4'-6" 2'-11"
12" 24" 24" 12" 4'-0"
3"
12"
SCALE: 3/4" = 1'-0"
REFERENCE NUMBER:

MONUMENT SIGN SECTIONS
3 1
4 5
6 7 6
5 1
13 2
3 10
14 12
4 7
15 9
8 7
LEGEND:

1. FINISH GRADE.

2. COMPACTED SUBGRADE.

3. NATURAL GREY COLOR CONCRETE FOOTING AND
RAISED SIGN BASE WITH 1-1/2" CHAMFER ALONG
TOP EDGES, ALL SIDES. POUR MONOLITHICALLY.

4. 1.5" x 1.5" x 090 ALUMINUM FRAME CABINET PAINTED
COLOR TO MATCH MATTHEWS 'LIGHT TAN'.

5. 'HILLBROOK PARK' ROUTERED OUT OF ALUMINUM

CABINET WITH WHITE TRANSLUCENT ACRYLIC
COPY.

6. 1/2" WHITE TRANSLUCENT ACRYLIC PUSH-THRU
COPY.

7. 1.5" x 1.5" x 090 ALUMINUM FRAME CABINET PAINTED
COLOR TO MATCH MATTHEWS TEAL.

8. 3/16" WHITE TRANSLUCENT LEXAN DIFFUSER PANEL

ATTACHED WITH COUNTER-SUNK SCREWS TO SIGN
TOP.

9. 1/8" FILET WELD.

10. (6) 1/2" DIA. ANCHOR BOLTS WITH NUTS AND
WASHERS. WET SET EMBED 6" MIN.

11. FULL PEN WELDS AT CABINET FRAME BASE.

12. WHITE LED LIGHTING.

13. 120V DEDICATED CIRCUIT POWER TO SIGN
LOCATION IN CONDUIT W/ J-BOX PER LOCAL CODE.

14. LOW VOLTAGE POWER WIRING TO LED LIGHTS.

15. ALUMINUM STRIP CONTOURS TO HILL FORMATION

WELDED TO INSIDE OF ALUMINUM SIGN FACE TO
SUPPORT OUTER EDGE OF LEXAN DIFFUSER PANEL.

16. 2 #3 REBAR CONT. #3 TIES @ 12" O.C.

17. 4 #4 REBAR HORIZONTAL, #3 TIES @ 12" O.C.

18. FENCE, WALL, AND FOOTING PER COMBO WALL PER
COMBO WALL DETAIL.

NOTES:

A. PROVIDE SHOP DRAWINGS FOR

APPROVAL BY CITY REPRESENTATIVE
AND LANDSCAPE ARCHITECT.

SECTION 1 SECTION 2
DETAIL 4 SCALE: 3" = 1'-0"
2 8
11 6'-3" 15"
3 4
12 10
13 2
--- SECTION 3
Hillbrook
Park 12"
CLEAR
TYP. 18"
30"
16 17 18"
18 1
--- 18
B
B
B
B B
B P-2303-CONST-07
PRECAST CONCRETE SEATING D SCALE: NOT TO SCALE
PRECAST CONCRETE SEATING E SCALE: NOT TO SCALEPRECAST CONCRETE SEATING F SCALE: NOT TO SCALE CL
1 PLAN VIEW
ELEVATION 2
SECTION 3
SCALE: 1/2" = 1'-0" 42"
5'-0"
O.C. TYP.
4" O.C.

MAX.
1 1/2" MIN. 3" MAX. 42"
2" SQ.
5'-0"
O.C. TYP.
2 1
2 LEGEND:

1. 2" SQ x 11 GA. TUBULAR STEEL GUARDRAIL POST.

2. 2" SQ x 11 GA. TUBULAR STEEL TOP AND BOTTOM RAILS.

3. 3/4" SQ x 16 GA. TUBULAR STEEL PICKETS AT 4" O.C. MAX.

4. 8" x 2" x 16" PRECISION CAP PER MATERIALS SCHEDULE.

5. 8" x 8" x 16" DOUBLE-SIDED SPLIT-FACE CMU WHERE
VIEWABLE FROM BOTH SIDES. SOLID GROUT ALL CELLS.

6. 8" x 8" x 16" SINGLE-SIDED SPLIT-FACE WHERE VIEWABLE FROM ONLY ONE SIDE. SOLID GROUT ALL CELLS.

7. CONCRETE FOOTING. SIZE AND REINFORCING 3 #4 REBAR
CONT.

8. VERTICAL REBAR #5 @ 16" O.C., STANDARD ALTERNATE
HOOKS IN FOOTING.

9. HORIZONTAL REBAR #4 @ 16" O.C.

10. FINISH GRADE.

11. 90% MIN. COMPACTED SUBGRADE PER SOILS REPORT.

12. 3/8" x 6" REDHEAD STAINLESS STEEL ANCHOR WEDGE.

SOLID GROUT CELLS WHERE POST AND ANCHORS OCCUR.

13. ADJACENT CONCRETE PAVING PER CONSTRUCTION PLAN.

14. 1/2" THICK, FULL-DEPTH EXPANSION JOINT WITH
WATERPROOF SEALANT.

15. 3.5" x 3.5" x 1/4" STEEL MOUNTING PLATE, DRILLED FOR (4) ANCHORS, TYPICAL EACH POST.

METAL CONSTRUCTION NOTES:

ALL WELDED CONNECTIONS ARE TO BE CONTINUOUSLY
WELDED. REMOVE ALL SLAG AND SPLATTER AND GRIND ALL
WELDS SMOOTH. ALL TUBING TO HAVE ENDS WELDED
CLOSED. POWDER COAT ALL METAL SURFACES, COLOR TO
BE PER CONSTRUCTION LEGEND.
10 5
9 4
7 11
8 3" CLR. 3" CLR. VARIES - PER GRADING PLAN 6" MIN. 8"
SCALE: 1/2" = 1'-0"
REFERENCE NUMBER:

TUBULAR STEEL GUARDRAIL
14 13
2 3
1 2
3 15
1 12
2 4 8"
15 12
5 6
6 24"
4 G G
G G
G P-2303-CONST-10
F-42
STAFF
JRC
CONSTRUCTION DETAILS 6 L-2.08
15 18"
12" 3 1/2"
2 3
4 5
1 6
LEGEND:

1. 8" x 2" x 16" PRECISION CAP

2. 8" x 8" x 16" SPLIT FACE CMU, SOLID GROUTED.

3. #4 REBAR, VERTICAL @ 16" O.C. WITH STANDARD,
ALTERNATE HOOKS IN FOOTING.

4. #4 REBAR, CONTINUOUS HORIZONTAL @ 16" O.C.

5. CONCRETE FOOTING WITH (2) #4 REBAR,
CONTINUOUS.

6. ADJACENT RAMP CONCRETE PAVING PER
CONSTRUCTION PLAN.

7. 1/2" THICK, FULL-DEPTH EXPANSION JOINT WITH
WATERPROOF SEALANT.

8. COMPACTED SUBGRADE.

9. APPLY MASTIC WATERPROOFING TO BACK SIDE OF
CMU WALL 4" 6"
7 24" 18"
8 9
SCALE: 1/2" = 1'-0"
REFERENCE NUMBER:

LOW SEAT WALL - RETAINING C P-2303-CONST-17
07-31-24
01-31-24
10221-A TRADEMARK ST., RANCHO
CUCAMONGA , CALIFORNIA 91730
PH: (909) 484-2800

HILLBROOK PARK RENOVATION

CITY OF SIGNAL HILL

PLAN NUMBER
SHEET
01-31-2024

AS SHOWN DATE

PREPARED UNDER THE SUPERVISION OF
07-31-2024
R.C.E. NO. EXP

REVIEWED BY

APPROVED

CITY ENGINEER

REVISIONS REFERENCES
NO. DATE INITIAL DESCRIPTION APP.

SCALE:

SCALE: 3/8" = 1'-0"
REFERENCE NUMBER:

PLAYLOT RUBBER SURFACE COLORS AND LAYOUT
5'-0" 5'-0" TYP5'-0" TYP
B.P. SHADE SAIL POST

42.9% BRIGHT GREEN #RH11

42.9% STANDARD GREEN #RH10

14.3% BROWN #RH32

57.1% BROWN #RH32

28.6% BEIGE #RH30

14.3% STANDARD GREEN #RH10

66.7% STANDARD BLUE #RH20

33.3% LIGHT BLUE #RH22
20% STANDARD BLUE #RH20
60% LIGHT BLUE #RH22
20% PALE GREY #RH65
40% LIGHT BLUE #RH22
40% LIGHT GREY #RH65
20% STANDARD BLUE #RH20
NOTES:

A. SPECTRA POUR COLOR MIXES AVAILABLE FROM
SPECTRA TURF. ALL COLOR ARE STANDARD EPDM
COLORS.

B. SPECTRA POUR TWO-LAYER SYSTEM WITH 1/2"

COLOR WEAR LAYER ABOVE SHOCK-ABSORBING
BASE LAYER.

C. USE ALIPHATIC RESIN TO PREVENT FACING OF
COLORS AS RECOMMENDED BY MANUFACTURER.

C-1
C-2
C-3
C-4
C-5
C-2
C-3
C-4
C-5
C-2
C-2 C-1
C-2
SHADE POST TYP.

A P-2303-CONST-09
L-2.09
16 CONSTRUCTION DETAILS 7
JRC
STAFF
07-31-24
01-31-24
10221-A TRADEMARK ST., RANCHO
CUCAMONGA , CALIFORNIA 91730
PH: (909) 484-2800

HILLBROOK PARK RENOVATION

CITY OF SIGNAL HILL

PLAN NUMBER
SHEET
01-31-2024

AS SHOWN DATE

PREPARED UNDER THE SUPERVISION OF
07-31-2024
R.C.E. NO. EXP

REVIEWED BY

APPROVED

CITY ENGINEER

REVISIONS REFERENCES
NO. DATE INITIAL DESCRIPTION APP.

SCALE:

L-2.10
17 CONSTRUCTION DETAILS 8
JRC
STAFF
SHADE SAILS A SCALE: NOT TO SCALE
DEFERRED SUBMITTAL NOTE:

A. CONTRACTOR TO OBTAIN SHOP DRAWINGS, STRUCTURAL DETAILS, AND STRUCTURAL CALCULATIONS FOR PERMIT APPLICATION. THESE DRAWINGS ARE FOR DESIGN REFERENCE AND GENERAL APPROVAL ONLY.

B. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, STRUCTURAL PLANS, AND STRUCTURAL CALCULATIONS TO THE CITY, PAY FEES, AND OBTAIN PERMITS.

C. FINAL COLORS AND DESIGN TO BE APPROVED BY OWNER'S REPRESENTATIVE BEFORE ORDERING AND FINAL DRAWINGS ARE MADE. 07-31-24
01-31-24
10221-A TRADEMARK ST., RANCHO
CUCAMONGA , CALIFORNIA 91730
PH: (909) 484-2800

HILLBROOK PARK RENOVATION

CITY OF SIGNAL HILL

PLAN NUMBER
SHEET
01-31-2024

AS SHOWN DATE

PREPARED UNDER THE SUPERVISION OF
07-31-2024
R.C.E. NO. EXP

REVIEWED BY

APPROVED

CITY ENGINEER

REVISIONS REFERENCES
NO. DATE INITIAL DESCRIPTION APP.

SCALE:

D
C
E
D
D
D
E
E
B
E
E
E
E
D
D
B
B
E E
E
E
B E
B
B
E
D
E
E
D
D
A A
A
A
D
D
D
D
B
A
D
B
D
A
D
E
E
B E
E
E
E
A
A
A
A
D

EAST WALL ST TEMPLE AVE
36 2 9.68
1"
2 3 4.96
1"
3 4 4.57
1"
4 4.24 7
1"
7 3.3 8
1"

3.42 10
1"
10 2.5 11
1"
11 12
13 9.39 14
1"
14 16 1.5
16 1"
3 4" 3
4"
3 4"
3 4"
3 4"
3 4"
3 4"
3 4" 1"
1"
3 4"
E
3 4"
3 4"
4 15
1"
15 3
4"
3 4"
3 4"
C R
3 4"
3 4" MV
17 2.0
1"
17 6 2.87
1"
5 6
9 1
1"
1"
1"
1 9.39
1"
5 10.9
1"

9.31 9
1"
2"
2"
2" 2"
2" 1"
2"
2"
1"
8 ROTOR

BUBBLER DRIP ROTOR DRIP DRIP ROTOR
DRIP
DRIP
ROTOR

DRIP DRIP ROTOR

7.97 12
1"

6.81 13
DRIP 1" ROTOR BUBBLER
DRIP
M
3 4"
IRRIGATION LEGEND:

DRIP AND EMITTERS:

SYMBOL MANUF. MODEL # DESCRIPTION GPM RADIUS PSI DETAIL REFERENCE RAINBIRD XFS-CV-06-18 INSTALL DRIPLINE 3" BELOW FINISH GRADE SPACE LINES 0.010 DRIP 30 SEE DETAIL G, SHEET L-3.01 18" APART, 3" MAX FROM HARDSCAPE /EDGES SECURE
TUBING WITH 9" WIRE STAKES EVERY 2'-0"
RAINBIRD XFS-CV-06-12 INSTALL DRIPLINE 3" BELOW FINISH GRADE, SPACE LINES 0.010 DRIP 30 SEE DETAIL G, SHEET L-3.01 12" APART, 3" MAX FROM HARDSCAPE /EDGES SECURE
TUBING WITH 9" WIRE STAKES EVERY 2'-0"
RAINBIRD RWS-M-B-C-1401 18" ROOT WATERING SYSTEM WITH 0.25 GPM 0.25 BUB 30 SEE DETAIL K, SHEET L-3.01 BUBBLER, INSTALL (2) PER TREE
SPRAY: MANUF. MODEL# DESCRIPTION GPM RADIUS PSI
SYMBOL
RAINBIRD RD-06-P45-S 6" POP UP R-VAN PART CIRCLE SPRAY HEAD WITH 1.80 22' 40 SEE DETAIL A, SHEET L-3.02 R-VAN24 RD-06 BODY
RAINBIRD RD-06-P45-S 6" POP UP R-VAN FULL CIRCLE SPRAY HEAD WITH 3.13 22' 40 SEE DETAIL A, SHEET L-3.02 R-VAN24-360 RD-06 BODY
EQUIPMENT:

SYMBOL MANUF. MODEL # DESCRIPTION DETAIL REFERENCE
X --- --- 2" EXISTING WATER METER SEE UTILITIES PLAN.

X SUPERIOR 3200 1 1/2" MASTER VALVE. NORMALLY CLOSED IN VALVE BOX. SEE DETAIL B, SHEET L-3.01 X FEBCO LF-825YA 1 1/2" BACKFLOW PREVENTER w/ STRONG BOX ENCLOSURE SEE DETAIL A, SHEET L-3.01 FEBCO LF-825YA 3/4" BACKFLOW PREVENTER W/ STRONG BOX ENCLOSURE SEE DETAIL A, SHEET L-3.01 RAINBIRD FS100B 1" BRASS FLOW SENSOR FOR FLOWS 2 TO 40 GPM. SEE DETAIL C, SHEET L-3.01 NIBCO T-585 LINE SIZED BRONZE FULL PORT BALL VALVE IN VALVE BOX. SEE DETAIL D, SHEET L-3.01 NETAFIM TLSOV 1/2" MANUAL FLUSH VALVE AT EACH PLANTER AT LOWEST POINT IN VALVE BOX. SEE DETAIL I, SHEET L-3.01 RAINBIRD 44-LRC 1" POTABLE QUICK COUPLER VALVE IN ROUND VALVE BOX SEE DETAIL E, SHEET L-3.01 RAINBIRD XCZ-100-PRB-COM DRIP KIT WITH 1" BALL VALVE AND 1" PESB VALVE IN VALVE BOX SEE DETAIL F, SHEET L-3.01 RAINBIRD 100-PESB 1" PLASTIC CONTROL VALVE IN VALVE BOX. SEE DETAIL J, SHEET L-3.01 WEATHERTRAC ET PRO 3 ICA6-HP3-18/SP/HP3SP-5/RSE/IFS-100C 120V 12 STATION CONTROLLER WITH 12 STATION SEE DETAIL D, SHEET L-3.02 EXPANSION STATION MODULES IN TOP ENTRY STAINLESS STEEL ENCLOSURE. FOR

ORDERING CONTACT DARYL GREEN WITH IMPERIAL TECHNICAL SERVICES AT [email protected] CONNECT TO 120V POWER
RAINBIRD WR2-48 WIRELESS RAIN + FREEZE SENSOR SEE DETAIL D, SHEET L-3.02 RAINBIRD OPERIND DRIP SYSTEM OPERATION INDICATOR. SEE DETAIL H, SHEET L-3.01 APPROVED SCH. 40 PVC MAINLINE SIZED AS SHOWN, MINIMUM COVER OF 18". POTABLE WATER SEE DETAIL C, SHEET L-3.01 APPROVED SCH. 40 PVC LATERAL LINE SIZED AS SHOWN (MINIMUM OF 3/4"),MINIMUM COVER OF 12" SEE DETAIL C, SHEET L-3.02 APPROVED SCH. 40 PVC WIRE SLEEVE, SIZED AS REQUIRED BY LOCAL CODE, UNLESS OTHERWISE NOTED. SEE DETAIL C, SHEET L-3.01 APPROVED SCH. 40 PVC LATERAL SLEEVE, SIZED AS REQUIRED, UNLESS OTHERWISE NOTED. SEE DETAIL C, SHEET L-3.01 M
MV
R
C
HYDROZONE 1 (HZ1)
DRIP IRRIGATION SPACED AT 18" OC,
FOR LOW WATER USE SHRUBS.

HYDROZONE 2 (HZ2)
DRIP IRRIGATION SPACED AT 18" O.C.

FOR MIXED WATER USE SHRUBS.

HYDROZONE 3 (HZ3)
DRIP IRRIGATION SPACED AT 12" O.C.,
FOR HIGH WATER USE TURF.

HYDROZONE 4 (HZ4)

SPRAY IRRIGATION FOR HIGH WATER
USE TURF.

HYDROZONE 5 (HZ5)

ROOT WATERING SYSTEM FOR
MODERATE WATER USE TREES.

HYDROZONE LEGEND:

REFER TO WATER BUDGET CALCULATIONS AND CONTROLLER CHARTS ON SHEETS L-3.01 - L-3.02 FOR ADDITIONAL INFORMATION. PLEASE ALSO REFER TO VALVE CALLOUT CHARTS ON THE IRRIGATION PLANS.

PIPE SIZING CHART:

SCHEDULE 40 PVC
3/4" 0-8 GPM
1" 9-12 GPM
1 1/4" 13-22 GPM
1 1/2" 23-30 GPM
THIS SYSTEM IS DESIGNED TO USE WATER FROM A POTABLE WATER SOURCE 2" 31-50 GPM VALVE CALLOUT CHART:
# TYPE PLANT SIZE GPM HZ SF
1 ROTATOR TURF 1" 9 4 941
2 ROTATOR TURF 1" 10 4 941
3 DRIPLINE TURF 1" 5 3 496
4 DRIPLINE SHRUB 1" 5 1 1,439
5 ROTATOR TURF 1" 11 4 941
6 DRIPLINE SHRUB 1" 3 2 865
7 DRIPLINE SHRUB 1" 4 2 916
8 DRIPLINE SHRUB 1" 3 1 742
9 ROTATOR TURF 1" 9 4 941
10 DRIPLINE TURF 1" 3 3 317
11 DRIPLINE SHRUB 1" 3 1 690
12 ROTATOR TURF 1" 8 4 941
13 DRIPLINE SHRUB 1" 7 2 1,022
14 ROTATOR TURF 1" 9 4 941
15 BUBBLER TREE 1" 4 5 225
16 DRIPLINE SHRUB 1" 2 2 334
17 BUBBLER TREE 1" 2 5 100

REFER TO IRRIGATION LEGEND FOR CONTROL VALVE MANUFACTURER, MODEL NUMBER, AND DESCRIPTION.

POINT OF CONNECTION NOTE:

MAKE POINT OF CONNECTION IMMEDIATELY DOWNSTREAM OF NEW 2" DOMESTIC WATER METER PROVIDED BY OTHERS. REFER TO UTILITY PLANS FOR ADDITIONAL INFORMATION. EXTEND NEW TYPE 'K' COPPER PIPE TO BACKFLOW PREVENTER AS SHOWN.

STATIC WATER PRESSURE: 61 PSI
SYSTEM DESIGNED PRESSURE: 59 PSI
MAXIMUM IRRIGATION DEMAND: 11 GPM
FLUSH VALVE NOTE:

FLUSH VALVES TO BE INSTALLED AT FURTHEST AND LOWEST END OF EACH RUN OF DRIPLINE. FLUSH VALVES TO BE LOCATED WITHIN EACH PLANTER AREA OF DRIPLINE SYSTEM.

PLAN CROSS REFERENCES:

FOR NOTES AND LEGENDS, SEE THIS SHEET
FOR IRRIGATION DETAILS, SEE SHEET L-3.01 - L-3.03
FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2.01
FOR CORRESPONDING PLANTING PLAN SEE SHEET L- 4.01
07-31-24
01-31-24
10221-A TRADEMARK ST., RANCHO
CUCAMONGA , CALIFORNIA 91730
PH: (909) 484-2800

HILLBROOK PARK RENOVATION

CITY OF SIGNAL HILL

PLAN NUMBER
SHEET
01-31-2024

AS SHOWN DATE

PREPARED UNDER THE SUPERVISION OF
07-31-2024
R.C.E. NO. EXP

REVIEWED BY

APPROVED

CITY ENGINEER

REVISIONS REFERENCES
NO. DATE INITIAL DESCRIPTION APP.

SCALE:
18 IRRIGATION NOTES:

1. THIS SYSTEM IS DIAGRAMMATIC. ALL PIPE, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE.

2. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST AND SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER’S AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR REVISIONS NECESSARY.

3. SYSTEM DESIGN IS BASED ON MINIMUM OPERATING PRESSURE SHOWN AT EACH POINT OF CONNECTION WITH MAXIMUM GPM DEMAND SPECIFIED. IRRIGATION CONTRACTOR SHALL VERIFY ALL PRESSURES ON SITE PRIOR TO CONSTRUCTION AND COMMUNICATE TO OWNER’S CONSTRUCTION REPRESENTATIVE.

4. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, CURBS, ETC. HE SHALL COORDINATE ALL HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUB-CONTRACTORS FOR LOCATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADS, PAVING AND STRUCTURES.

5. MAINLINE FEEDER BETWEEN POINT OF CONNECTION, METER, AND BACKFLOW PREVENTER TO BE OF MATERIAL REQUIRED BY CURRENT WATER DISTRICT.

6. FINAL LOCATION OF THE AUTOMATIC CONTROLLER ENCLOSURE AND THE BACKFLOW PREVENTION DEVICE SHALL BE APPROVED BY THE CITY’S AND OWNER’S REPRESENTATIVE, AND/OR LANDSCAPE ARCHITECT, WHERE APPLICABLE.

7. IN ADDITION TO THE SLEEVES SHOWN ON THE PLAN, THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SLEEVES OF SUFFICIENT SIZE UNDER ALL PAVED AREAS PRIOR TO PAVING UPON APPROVAL OF THE OWNER’S REPRESENTATIVE, IF REQUIRED TO OPERATE SYSTEMS.

8. IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR MAXIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, STREETS, AND BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST NOZZLE RADIUS TO FIT UNUSUAL SITE CONDITIONS FOR APPROVAL PURPOSES AT NO EXTRA CHARGE. CALL LANDSCAPE ARCHITECT 48 HOURS IN ADVANCE FOR ANY COVERAGE TESTS.

9. QUALITY CONTROL OBSERVATION SEQUENCES ARE FOUND IN THE SPECIFICATIONS.

10. CLEAN-UP ON A DAILY BASIS PER OWNER’S REPRESENTATIVE’S APPROVAL.

METER (E)

RAIN SENSOR

ELECTRIC METER (E)

CONTROLLER

FLOW SENSOR

MASTER VALVE NORMALLY
CLOSED

MAINLINE

GATE VALVE
NOTE:

EQUIPMENT AND SIZE PER
IRRIGATION PLAN AND LEGEND.

BACK FLOW

PREVENTION
MV M
E C R

TYPE 'K'
Know what's below.

Call before you dig.

R
SCALE: 1" = 10'
0' 10' 20' 40' NORTH

POINT OF CONNECTION ENLARGEMENT
VALVE SIZING KEY:

VALVE NUMBER

VALVE SIZE
# # VALVE FLOW
# TYPE
POINT OF CONNECTION NOTE:

POINT OF CONNECTION, SEE ENLARGEMENT
FOR DETAILS.

TO CONTROL
VALVES

TO DRINKING
FOUNTAIN 2"
2" 1"
07-31-24
01-31-24
10221-A TRADEMARK ST., RANCHO
CUCAMONGA , CALIFORNIA 91730
PH: (909) 484-2800

HILLBROOK PARK RENOVATION

CITY OF SIGNAL HILL

PLAN NUMBER
SHEET
01-31-2024

AS SHOWN DATE

PREPARED UNDER THE SUPERVISION OF
07-31-2024
R.C.E. NO. EXP

REVIEWED BY

APPROVED

CITY ENGINEER

REVISIONS REFERENCES
NO. DATE INITIAL DESCRIPTION APP.

SCALE:
19 LEGEND:

1. VANDAL RESISTANT SS ENCLOSURE. PAINT
GREEN PER SPECS. (STRONGBOX SBBC-22SS
POF)

2. CLOSE NIPPLE.

3. BRASS WYE STRAINER WITH 100 MESH MONEL
SCREEN.

4. FINISH GRADE.

5. BACKFLOW PREVENTER (LF825YA) ASSEMBLY.

6. BALL VALVE (2) PLACES.

7. BRASS UNION.

8. 6" THICK x 26" WIDE x 31.5" LONG CONCRETE

PAD (LENGTH VARIES PER
SIZE/MANUFACTURER). SLOPE TO DRAIN AT
MINIMUM 2%.

9. PVC SLEEVE REQUIRED FOR PIPE THROUGH
CONCRETE PAD.

10. 90% COMPACTION REQUIRED.

11. TYPE K COPPER RISER - TYPICAL (2) PLACES.

12. SCH 80 PVC MALE ADAPTOR (2) PLACES.

13. PVC LINE TO SYSTEM.

14. COPPER ELBOW TYPICAL (2) PLACES.

15. COPPER X FEMALE ADAPTER.

NOTES:

A. INSTALL PER LOCAL CODES.

B. EQUIPMENT TO BE INSTALLED AT A MINIMUM OF
24" FROM ANY STRUCTURES OR HARDSCAPING.

C. WHEN UNIT IS NEXT TO A STRUCTURE (I.E. WALL,
BUILDING, ETC.) MOUNT TEST COCKS ON OPEN
OR NON-STRUCTURE SIDE.

D. ORIENT UNIT PARALLEL TO STREET.

E. SCREEN UNIT WITH SHRUBS WHENEVER
POSSIBLE.

F. DIALECTIC FITTINGS ARE REQUIRED FOR
CONNECTIONS OF DISSIMILAR METALS. 18" OR GREATER PER LOCAL CODE 4" 12" MIN.
1 5
8 5
6 7
8 9
10 11
14 12
13 1
2 3
4 SCALE: 3/4" = 1'-0"

FROM WATER FLOW

SOURCE TO METER
REFERENCE NUMBER:
1 PLAN VIEW
2 SECTION VIEW
BACKFLOW PREVENTER LF825YA
15 A
A
A S-IDW-POC-BF-01
LEGEND:

1. MASTER VALVE PER IRRIGATION LEGEND.

2. RECTANGULAR VALVE BOX w/ BOLT-DOWN
COVER. HEAT BRAND w/ 'M.V.' ON LID IN 2" TEXT
HEIGHT CHARACTERS.

3. WATERPROOF WIRE CONNECTORS.

4. #12 WIRE PER SPECIFICATIONS. 24" LENGTH
COILED WIRE REQUIRED.

5. PVC MALE ADAPTOR (TYPICAL).

6. PVC MAINLINE TO REMOTE CONTROL VALVES.

7. COMMON BRICK (4) REQUIRED.

8. 3/4" WASHED GRAVEL ROCK 6" DEEP.

9. MASTER VALVE WIRE AND COMMON WIRE FROM
CONTROLLER. PROVIDE PVC CONDUIT FROM
CONTROLLER TO MASTER VALVE.

10. PVC MAINLINE PIPE (TYPICAL).

11. PVC SXS 45 1/4 ELL (TYPICAL), SOLVENT WELD
OUTLET.

12. FINISH GRADE.

13. SUB-GRADE.

14. FILTER FABRIC (MIRAFI 140N)

15. MULCH - SEE PLANTING PLAN

16. 1/4" x 1/4" GALV. WIREMESH
3 NOTE:

A. USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL PVC
TO PVC OR METAL TO PVC MALE PIPE THREADS.
2 1 12
13 4
6 5
8 10
11 9 7 6" 1" 3"
15 14
SCALE: 1" = 1'-0"

MASTER VALVE

SECTION
REFERENCE NUMBER:
16 B S-IDW-POC-FS.MS.-04
LEGEND:

1. RECTANGULAR VALVE BOX w/BOX
T-DOWN COVER. HEAT BRAND w/
'F.S.' ON LID IN 2" TEXT HEIGHT
CHARACTERS.

2. FINISH GRADE.

3. MULCH PER PLANTING
SPECIFICATIONS.

4. WIRE CABLE FROM CONTROLLER.

5. WATERPROOF 3M DBR/Y SPLICE
KIT WIRE CONNECTOR (1 OF 4).

6. 1/4" X 1/4" GALVANIZED WIRE MESH.

7. I.D. TAG w/ STATION NUMBER

PRINTED ON IT (CHRISTY'S
#ID-STD-Y1).

8. 90% COMPACTED NATIVE
SUB-GRADE.

9. 3/4" WASHED GRAVEL ROCK 6"
DEEP. 10. BRICK SUPPORT (1 OF 4).

11. MAINLINE INTO VALVE.

12. FLOW SENSOR PER PLAN.

13. LOOP 24"MIN. EXTRA WIRE
AROUND PERIMETER OF BOX.

14. FILTER FABRIC (MIRAFI 140N).

FLOW
10 13 2
4 11
9 NOTES:

A. INSTALL VALVES MIN. OF 2' APART, AND A MIN. OF 2'

FROM STRUCTURES AND HARDSCAPE IN SHRUB
AREAS.

B. PLACE 3/4" CRUSHED GRAVEL PRIOR TO
INSTALLATION OF VALVE BOX.

C. PROVIDE PLASTIC VALVE CHRISTY I.D. TAGS PER
SPECIFICATIONS.

D. HEAT BRAND BOX 'FS'.

E. USE NON-HARDENING TEFLON PIPE SEALANT ON
ALL THREADED CONNECTIONS.

F. PROVIDE A CLEAR, UNOBSTRUCTED DISTANCE OF
AT LEAST 10x'S THE PIPES DIAMETER UPSTREAM OF
THE SENSOR AND AT LEAST 5x'S THE PIPES
DIAMETER DOWNSTREAM OF THE SENSOR.
8 5
12 1
6 SCALE: 3/4" = 1'-0"
3 FLOW SENSOR
REFERENCE NUMBER:
7 14
C S-IDW-POC-FS.MS.-03
FLOW

TOP VIEW
LEGEND:

1. 10" ROUND PLASTIC VALVE BOX &
COVER MARKED "BV"

2. FINISH GRADE.

3. BALL VALVE.

4. 3/4" WASHED GRAVEL ROCK, 6" MIN.

DEEP.

5. SCH. 80 PVC THREADED UNION.

6. SCH. 80 PVC THREADED FEMALE
ADAPTORS (2).

7. SCHEDULE 80 PVC THREADED
NIPPLE (3 LOCATIONS).

8. 12" SDR GREEN PIPE EXTENSIONS.
(LENGTH AS REQUIRED)

9. 8X2X4 COMMON BRICK (3)

10. MULCH - SEE PLANTING PLANS

11. FILTER FABRIC (MIRAFI 140N)
SECTION VIEW 6" MIN. 18" MIN.
1 NOTES:

A. PLACE AGGREGATE PRIOR

TO INSTALLATION OF VALVE
BOX.

B. BOX TO BE INSTALLED 1"

ABOVE FINISHED GRADE

FOR SOD OR ARTIFICIAL

TURF AND FLUSH WITH

FINISHED GRADE FOR

HYDROSEED OR HAND
SEED.

C. TOP OF BOX FLUSH WITH

MULCH, TAPER FINISH
GRADE 1 1/2" AWAY FROM

BOX BACK TO STANDARD
MULCH DEPTH.
7 5
4 2
3 6
8 9
11 10
SCALE: 1 1/2" = 1'-0"
BALL VALVE 2" SIZE AND SMALLER
REFERENCE NUMBER: SEE NOTE 'A' 1" 1 1/2" SEE NOTE 'C'
D S-IDW-VAL-BV-01
NOTES:

A. PLACE AGGREGATE PRIOR TO
INSTALLATION OF VALVE BOX.

LEGEND:

1. PLASTIC VALVE BOX W/ GREEN LOCKING
COVER, ETCHED "QC" (CARSON OR EQUAL).

2. FINISH GRADE.

3. QUICK COUPLING VALVE W/ LOCKING RUBBER
CAP PER IRRIGATION LEGEND.

4. STAINLESS STEEL SCREW CLAMP, MIN. (3)
PLACES.

5. 3/4" WASHED GRAVEL ROCK, 6" MIN DEEP.

6. SCH. 80 PRE-MANUFACTURED SWING JOINT
RISER ASSEMBLY (SPEARS).

7. PRESSURE SUPPLY LINE FITTING.

8. PRESSURE SUPPLY LINE.

9. #4 REBAR STAKE (24" LONG). PAINT OR
STRAIGHT RISER STABILIZER (RS 24, VIT
PRODUCTS).

10. MULCH - SEE PLANTING PLANS.

12. FILTER FABRIC (MIRAFI 140N) 6" MIN. 18" MIN.
6" MIN.
18" MAX.
2 3 1 10
4 9
5 8
6 7 1" 1"
SCALE: 1 1/2" = 1'-0"

QUICK COUPLER VALVE
REFERENCE NUMBER:
12 1 1/2" SEE NOTE 'B'
E S-IDW-VAL-QC-01
LEGEND:

1. MULCH BED.

2. FINISH GRADE.

3. PVC LATERAL LINE, SIZE PER PLAN.

4. AUTOMATIC CONTROL VALVE PER IRRIGATION PLAN.

5. PRESSURE REGULATING, QUICK CHECK BASKET FILTER.

6. WATERPROOF WIRE CONNECTORS PER IRRIGATION
SPECIFICATIONS.

7. PILOT WIRE.

8. YELLOW PLASTIC CHRISTY VALVE I.D. TAG.

9. 3/4" WASHED GRAVEL ROCK, 6" MIN. DEEP.

10. BRICK SUPPORT, (4) REQUIRED.

11. RECTANGULAR JUMBO SIZE VALVE BOX w/ BOLT DOWN

COVER PER SPECIFICATIONS WITH STATION NUMBER
PRINTED ON IT.

12. PVC UNION FOR SERVICING ASSEMBLY.

13. BALL VALVE.

14. CONTROL WIRE EXPANSION LOOP.

15. PRESSURE MAINLINE.

16. PVC SCH. 80 TEE.

17. PVC SCH. 80 ELBOW.

18. PVC SCH. 80 NIPPLE.

19. FILTER FABRIC (MIRAFI 140N)

20. 1/4" X 1/4" WIREMESH.

NOTES:

A. INSTALL VALVES MIN. OF 2' APART, AND A MIN. OF 2'

FROM STRUCTURES AND HARDSCAPE IN SHRUB
AREAS.

B. PLACE 3/4" CRUSHED GRAVEL PRIOR TO
INSTALLATION OF VALVE BOX.

C. PLACE VALVE BOX AT RIGHT ANGLE TO ADJACENT
HARDSCAPE OR STRUCTURE.

D. USE NON-HARDENING TEFLON PIPE SEALANT ON ALL
THREADED CONNECTIONS.
20 5
12 2 11
18 17
18 6 4
15 16
14 13 19 9 2" CLR
SCALE: 1" = 1'-0"

REMOTE CONTROL DRIP VALVE
7 8
10 1
REFERENCE NUMBER:
3 F S-IDW-VAL-CV-06
LEGEND:

1. PVC SUPPLY HEADER FROM REMOTE CONTROL IRRIGATION DRIP VALVE, SIZE AS NOTED ON IRRIGATION PLAN.

2. DRIPER LINE WITH INTEGRATED CHECK VALVE PER IRRIGATION PLAN, EMITTERS AND SPACING BETWEEN LINES AS PER IRRIGATION LEGEND.

3. MANUAL 1/2" FLUSH VALVE, MODEL AS NOTED ON IRRIGATION PLAN.

INSTALL IN PLANTER AREA AT LOW END FARTHEST POINT FROM VALVE ON BOTH ENDS. SEE DETAIL THIS SHEET.

4. PVC EXHAUST HEADER, SIZE AS REQUIRED (3/4" MINIMUM). CONNECT DRIPLINE TO PVC WITH PVC TEES AND COMPRESSION FITTINGS. GLUE ALL PVC-TO-PVC CONNECTIONS. OPTIONAL: QF HEADER (RAINBIRD)

5. PVC COMPRESSION FITTINGS FOR ALL DRIPLINE-TO-DRIPLINE CONNECTIONS.

6. PLANTER AREA - SEE PLANS.

7. EDGE OF PLANTER AREA.

8. PVC FITTINGS, TYPE AND SIZE AS REQUIRED. GLUE ALL PVC-TO-PVC CONNECTIONS. USE COMPRESSION FITTINGS FOR ALL
PVC-TO-DRIPLINE CONNECTIONS.

9. PVC TO DRIPLINE FITTING .

10. 3/4" PVC NIPPLE, LENGTH AS REQUIRED.

11. DRIP INDICATORS, SEE DETAIL THIS SHEET. PROVIDE ON EACH SIDE OF SUPPLY HEADER IF OVER 100' OF LENGTH.

12. REMOTE CONTROL DRIP VALVE.

13. DRIPLINE, EMITTERS AND SPACING BETWEEN LINES AS PER IRRIGATION LEGEND.

14. TIE DOWN STAKE, SPACING AT 2' O.C. MAX.

15. FINISH GRADE.

16. TREE & ROOTBALL BOX PER PLANTING PLAN.

17. ROOT WATERING SYSTEM OR BUBBLER. SEE DETAIL THIS SHEET.

18. PROVIDE 12" CLEAR AROUND ROOTBALL BOX WITH DRIPLINE PER THE FOLLOWING SCHEDULE: (AS INDICATED ON DETAIL 1) .
24" BOX, 48" SQ CLEAR MIN.
36" BOX, 60" SQ CLEAR MIN.
48" BOX, 72" SQ CLEAR MIN.

19. INSTALL TWO EMITTERS PER VINE INTO DRIPLINE, EXTEND w/ 1/4" TUBING w/ DIFFUSER BUG CAP PER DETAIL FOR INSTALLATION.

20. BUILDING WALL
ENLARGEMENT 4 SCALE: 1" = 1'-0"
8 2
4 6" DRIP MANIFOLD BURIAL DEPTH - 12"
INSET A 2 SCALE: 1-1/2" = 1'-0"
SCALE:AS NOTED
REFERENCE NUMBER:

SUBSURFACE DRIP LAYOUT AT RECTANGULAR OR IRREGULAR PLANTER 5 6
8 7
FV
DI FV
DI
10 13 14 3"8 6"
13 8
16 11
1 12
4 PLAN 5 1/2" = 1'-0"
DRIP AT TREE CONDITION 1 1/4" = 1'-0"
SECTION 3 SCALE: 1" = 1'-0"
2 18 15
3 15

INSERT A
19 3" - 6" TYP.
3 ---
17 20
4 3" - 6" TYP
G
G
G
G
G
G
G S-IDW-DRIP-DRIP-02
3 5
4 2
6 1
LEGEND:

1. UVR, HIGH IMPACT RESISTANT
PLASTIC BODY WITH 6" POP-UP
INDICATOR STEM.

2. 16" LONG, 1/4" DISTRIBUTION TUBING
WITH SELF-PIERCING CONNECTION.

3. DRIP TUBING PER IRRIGATION PLAN.

4. FINISH GRADE.

5. MULCH LAYER, SEE LANDSCAPE PLAN.

6. NATIVE SUBGRADE.

SCALE: 3" = 1'-0"

SURFACE

POP-UP DRIP INDICATOR
REFERENCE NUMBER:
8'' 18-24"
7 8
SECTION 1
SECTION 2 SCALE: N.T.S.
1 H
H
H S-IDW-DRIP-DRIP-05
LEGEND:

1. 1/2" DIAMETER DRIPLINE.

2. 1/2" MANUAL FLUSH VALVE w/ COMPRESSION
CONNECTION.

3. 10" DIAMETER PLASTIC VALVE BOX WITH GREEN LID 'FV'

4. 3/4" WASHED GRAVEL ROCK, 6" DEEP.

5. FINISH GRADE.

6. MULCH - SEE PLANTING PLANS

7. 18" LONG FLEX POLY-PIPE TO DIRECT FLUSH.

8. COMMON BRICK (3) REQUIRED

9. SUB-GRADE

10. FILTER FABRIC (MIRAFI 140N)

11. TURF - SEE PLANTING PLAN

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

MANUAL FLUSH VALVE
REFERENCE NUMBER: 1 1/2" SEE NOTE 'B' 1" SEE NOTE 'A'
FLOW
11 3 5 6
1 6" MIN.
2 4
7 8
9 NOTES:

A. BOX TO BE INSTALLED 1" ABOVE

FINISHED GRADE FOR SOD OR

ARTIFICIAL TURF AND FLUSH

WITH FINISHED GRADE FOR
HYDROSEED OR HAND SEED.

B. TOP OF BOX FLUSH WITH
MULCH, TAPER FINISH GRADE 1
1/2" AWAY FROM BOX BACK TO
STANDARD MULCH DEPTH.

I S-IDW-VAL-FV-01
LEGEND:

1. ELECTRIC CONTROL VALVE.

2. RECTANGULAR PLASTIC VALVE BOX W/ BOLT-DOWN
COVER. HEAT BRAND VALVE STATION NO. ON LID IN 2"
HIGH CHARACTERS.

3. APPROVED YELLOW PLASTIC CHRISTY VALVE I.D. TAG.

4. FINISH GRADE.

5. PVC UNION FOR SERVICING ASSEMBLY (TYP).

6. PVC LATERAL LINE, SIZE PER PLAN.

7. COMMON BRICK (4) REQUIRED.

8. COMMON WIRE TO OTHER VALVES ON SAME
CONTROLLER.

9. 3/4" WASHED GRAVEL ROCK, 6" MIN. DEEP.

10. CONTROL / COMMON WIRES FROM CONTROLLER.

11. PVC SCH 80 NIPPLE.

12. PVC SCH. 80 ELBOW.

13. WIRE CONNECTOR.

14. PVC SCH. 80 TEE.

15. COIL WIRES PER SPECIFICATIONS.

16. FILTER FABRIC (MIRAFI 140N)

17. 1/4" X 1/4" WIREMESH.

NOTES:

A. USE TEFLON TAPE OR TEFLON PIPE

DOPE ON ALL PVC TO PVC OR METAL
TO PVC MALE PIPE THREADS. 1" 2" CLR
12 10 6"
11 3
15 13 1 2 4
SCALE: 1" = 1'-0"

REMOTE CONTROL VALVE
REFERENCE NUMBER:
17 14 7 5 8 16 5 9 7
6 J S-IDW-VAL-CV-05
LEGEND:

1. 4-INCH LOCKING GRATE.

2. BUBBLER: RAINBIRD 0.25 GPM.

3. ROOT ZONE WATERING SYSTEM,

WITH RISER, SWING ASSEMBLY,

LOCKING GRATE, CHECK VALVE,
1/2" MALE NPT INLET, AND
BASKET CANISTER).

SEE IRRIGATION LEGEND

4. FINISH GRADE.

5. CHECK VALVE.

6. PEA GRAVEL FILL.

7. 1/2-INCH PVC SCH 80 NIPPLE.

8. 1/2-INCH 90-DEGREE ELBOW.

9. 12-INCH SWING ASSEMBLY.

10. 1/2-INCH MALE NPT INLET.

11. PVC SCH 40 TEE OR ELL.

12. LATERAL PIPE.

13. 2-INCH BASKET WEAVE CANISTER.

14. ROOTBALL
5 6
7 8
9 TREE
3 14
3 12
3 4
2 1
1 PLAN DIAGRAM
SCALE: N.T.S.
12 11 10
13 SCALE: 1 1/2" = 1'-0"
REFERENCE NUMBER:

DEEP ROOT WATERING SYSTEM
SECTION 2
K S-IDW-BUB-01
K
K
07-31-24
01-31-24
10221-A TRADEMARK ST., RANCHO
CUCAMONGA , CALIFORNIA 91730
PH: (909) 484-2800

HILLBROOK PARK RENOVATION

CITY OF SIGNAL HILL

PLAN NUMBER
SHEET
01-31-2024

AS SHOWN DATE

PREPARED UNDER THE SUPERVISION OF
07-31-2024
R.C.E. NO. EXP

REVIEWED BY

APPROVED

CITY ENGINEER

REVISIONS REFERENCES
NO. DATE INITIAL DESCRIPTION APP.

SCALE:

LEGEND:

1. 4" POP-UP ON TURF, 12" POP-UP
FOR SHRUB.

2. FINISH GRADE.

3. SCH 40 PVC 90° STREET ELL.

4. MARLEX 90° STREET ELL.

5. SCH 80 PVC 1/2" NIPPLE TYP.

6. FACTORY INSTALLED ANTI-DRAIN
CHECK.

7. NON-PRESSURE LATERAL
FITTING.

8. NON-PRESSURE LATERAL LINE.

NOTES:

A. LOCATE HEAD 2" TO 4" FROM

MOW STRIPS, CONCRETE
HEADERS, AND EDGES OF LAWN.

B. LOCATE HEAD 24" AWAY FROM

PAVING THAT DRAINS TO
STREET.

C. USE TEFLON TAPE ON ALL MALE
THREADS.

D. INSTALL HEADS W/ INTERNAL

CHECK VALVE AND PRESSURE

COMPENSATING FEATURE AS
PER IRRIGATION PLAN.

E. HEAD CONNECTION AT BOTTOM
INLET ONLY. 12" MIN
7 4
5 4 3
6 1 2
8 SCALE: 1" = 1'-0"

POP-UP SPRAY HEAD
REFERENCE NUMBER:

A S-IDW-IRH-SPRY-01
LEGEND:

1. POP-UP ROTOR PER
IRRIGATION LEGEND.

2. FINISH GRADE OF PLANTER
AREA.

3. SCH. 80 PVC NIPPLE (4"
LONG MINIMUM).

4. SCH. 40 PVC TxT 90-1/4 ELL.

5. MARLEX 90-1/4 STREET ELL.

6. ANTI-DRAIN VALVE AS
REQUIRED.

7. NON-PRESSURE LATERAL
LINE AND FITTING.

8. SCH. 80 PVC NIPPLE,
TYPICAL (2) PLACES.

9. NATIVE SUB-GRADE.
1 NOTES:

A. LOCATE HEAD 24"

FROM WALKS, CURBS,

HARDSCAPE,

HEADERS, AND LAWN
EDGE.

B. LOCATE 12" FROM ALL
STRUCTURES.

C. USE TEFLON TAPE ON
ALL MAKE THREADS.
2 3
4 7 8 6 5 1"
SCALE: 3" = 1'-0"

LARGE POP-UP ROTOR
REFERENCE NUMBER:
9 B S-IDW-IRH-RTOR-01
LEGEND:

1. NON-PRESSURE LATERAL LINE.

2. PRESSURE SUPPLY LINE.

3. CONTROL WIRES.

4. CLEAN BACKFILL - 90% COMPACTION REQUIRED.

5. 6" MIN. SAND BEDDING AND SHADDING.

6. 2" MIN. OF CLEAN EARTH.

7. NON-PRESSURE LATERAL LINE SLEEVE - SIZE TWICE
DIAMETER OF NON-PRESSURE LATERAL LINE.

8. PRESSURE SUPPLY LINE SLEEVE - SIZE TWICE
DIAMETER OF PRESSURE SUPPLY LINE.

9. CONTROL WIRE SLEEVE - SIZE PER PLAN, INSTALL
ADJACENT TO PRESSURE SUPPLY LINE.

10. FINISH GRADE.

11. HARDSCAPE PER CONSTRUCTION PLANS.
9 6"
TYP 2" 3" 2'-0" MIN.
4 11
5 7
8 AS

REQUIRED
10 6"
TYP 1'-0" MIN. 18" MIN.
2 6
1 3
4 TRENCHING NOTES:

A. BELOW PAVED AREAS A MINIMUM OF 6" LAYER OF CLEAN EARTH SHALL BE INSTALLED ABOVE AND BELOW PIPING.

B. PROVIDE MINIMUM COVER OF 24" ON PRESSURE SUPPLY LINES 3" AND LARGER.

C. WHEN USING RECLAIMED WATER, MAINTAIN MINIMUM OF 10' HORIZONTAL

SEPARATION BETWEEN POTABLE AND RECLAIMED PRESSURE LINES WHERE LINES CROSS, PROVIDE PVC SLEEVE FOR POTABLE LINE MINIMUM 5' EACH SIDE OF RECLAIMED WATER LINE.

D. BUNDLE WIRES WITH TAPE EVERY 10'.

SLEEVING NOTES:

A. ALL SLEEVES TO BE SCH. 40 PVC.

B. EXTEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING AT BOTH ENDS.

C. ROUTE SLEEVING ALONG ACCESSIBLE RAMP.

D. PIPING UNDER PAVEMENT SUSCEPTIBLE TO TRAFFIC LOADS REFER TO CITY STD. 24" MIN. TO 36" MAX. DEPTH TO TOP OF PIPE BELOW STRUCTURAL SECTION.

APWA AND CITY STANDARD NOTES:

A. IRRIGATION PIPES UNDER ROADWAYS SHALL BE INSTALLED 36" DEEP, SLEEVED, AND IDENTIFIED WITH MARKING TAPE INSTALLED 12" FROM THE SURFACE IDENTIFYING THE TYPE OF LINE WITH APWA STANDARD TAPE.

B. FOR DOMESTIC STATING "CAUTION WATER LINE BURIED BELOW" IN BLUE.

C. FOR RECLAIMED STATING "CAUTION RECYCLED WATER LINE BURIED BELOW" IN PURPLE.

D. SLEEVES SHALL BE SCH. 40 PVC 2X THE DIAMETER OF THE PIPE BEING SLEEVED.

SLEEVING SECTION

TRENCHING SECTION
SCALE: 1/4" = 1'-0"

TRENCHING AND SLEEVING
REFERENCE NUMBER:

C S-IDW-POC-TR.SL.-01
LEGEND:

1. STAINLESS STEELTOP ENTRY CONTROLLER
ASSEMBLY NEMA 3R RAINPROOF ENCLOSURE
(UL LISTED) SEE IRRIGATION LEGEND FOR
TYPE.

2. CONTROLLER PER LEGEND.

3. POWER SWITCH / GFI RECEPTACLE.

4. MASTER VALVE RELAY ASSEMBLY OR PUMP
START RELAY ASSEMBLY (OPTIONAL).

5. TERMINAL BOARD.

6. REMOTE ACCESS CONNECTOR (OPT).

7. 1" PVC CONDUIT FOR 120 VAC FROM
METERED POWER SUPPLY.

8. PVC CONDUIT FOR CONTROL WIRES, SIZE AS
REQUIRED.

9. 1" PVC CONDUIT FOR FLOW SENSOR CABLE.

PAIGE CABLE P-7162-D (IF APPLICABLE).

10. CONTROLLER MOUNTING PAD ALUMINUM
POWDER COATED 20"x30" PREFORMED PAD.

11. MOUNTING PAD BASE (STRONGBOX QP-16).

12. MOUNTING PAD MOUNTING BRACE.

13. FINISH GRADE 2" BELOW TOP OF MOUNTING
PAD.

14. FILL VOID W/ 3/8" PEA GRAVEL, 3/4 FULL.

15. 90% COMPACT SUB-GRADE.

16. QUICK PAD MOUNTING BRACE.

NOTES:

A. ALL GROUNDING REQUIREMENTS

FOR CONTROLLER ASSEMBLIES

SHALL CONFORM TO LOCAL
ELECTRICAL CODES.
3 4
8 7
14 12
5 6
9 10
11 16" 38" 2"
2 1
13 15
16 SCALE: 3/4" = 1'-0"

TOP ENTRY CONTROLLER D
REFERENCE NUMBER:

S-IDW-CSYS-CNTRL-03
SCALE:N/A

IRRIGATION MAINTENANCE NOTES

IRRIGATION SHALL BE MAINTAINED TO ENSURE WATER EFFICIENCY WEEKLY ITEMS:

1. VISUALLY MONITOR IRRIGATION SYSTEM FOR SUDDEN LINE BREAKS OR HEAD DAMAGE. MONTHLY ITEMS:

1. TEST AND INSPECT EACH VALVE. ADJUST AND REPAIR HEADS, VALVES, PIPING AS NEEDED TO KEEP SYSTEM IN COMPLETE WORKING ORDER.

2. INSPECT RAIN SENSOR TO INSURE PROPER SHUT OFF OPERATION.

3. FOR DRIP SYSTEMS, EXAMINE AND CLEAN ALL FILTERS, REPLACE FILTER SCREENS IF NECESSARY.

MANUALLY FLUSH EACH DRIP VALVE. PERFORM A WALK-THROUGH TO LOOK FOR SIGNS OF PLANT WATER STRESS. ADJUST, CLEAN OR REPLACE EMISSION DEVICES AS REQUIRED.

ALL REPLACEMENT PARTS AND EQUIPMENT AS NEEDED SHALL MATCH ORIGINAL EQUIPMENT OR AN APPROVED EQUAL (CITY LANDSCAPE ARCHITECT APPROVAL).

QUARTERLY ITEMS:

1. ADJUST IRRIGATION CONTROLLER PROGRAMMING AS NECESSARY TO ACCOMMODATE FOR SEASONAL WATER NEEDS.

REFERENCE NUMBER:

E S-IDW-MAIN-01
07-31-24
01-31-24
10221-A TRADEMARK ST., RANCHO
CUCAMONGA , CALIFORNIA 91730
PH: (909) 484-2800

HILLBROOK PARK RENOVATION

CITY OF SIGNAL HILL

PLAN NUMBER
SHEET
01-31-2024

AS SHOWN DATE

PREPARED UNDER THE SUPERVISION OF
07-31-2024
R.C.E. NO. EXP

REVIEWED BY

APPROVED

CITY ENGINEER

REVISIONS REFERENCES
NO. DATE INITIAL DESCRIPTION APP.

SCALE:

IRRIGATION CONTROLLER CHART A N.T.S.

MWELO WORKSHEET B
PRESSURE LOSS CALC. C

TREES CODE BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS WATER USE QTY DETAIL T-01 Cercis canadensis 'Forest Pansy' Forest Pansy Eastern Redbud 24" Box Per Plan Standard L 5 C/L-4.2 T-02 Cercis occidentalis Western Redbud 24" Box Per Plan Standard, Double Staked L 4 T-03 Melaleuca nesophila Pink Melaleuca 24" Box Per Plan Multi-Branching M 2 C/L-4.2 T-04 Platanus racemosa California Sycamore 36" Box Per Plan Standard M 2 B/L-4.2

EXISTING TREES TO REMAIN CODE BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS WATER USE QTY DETAIL XT-01 Agonis flexuosa Peppermint Tree Existing to Remain Per Plan Standard L 1 XT-02 Platanus racemosa California Sycamore Existing to Remain Per Plan Standard L 6 XT-03 Tabebuia impetiginosa Pink Trumpet Tree Existing to Remain Per Plan Standard M 3

SHRUBS CODE BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS WATER USE QTY DETAIL AR Aloe arborescens Torch Aloe 15 Gal. 60" O.C. Triangular Spacing L 13 E/L-4.2 AB Anigozanthos x 'Bush Ranger' Bush Ranger Kangaroo Paw 1 Gal. 30" O.C. Triangular Spacing M 36 E/L-4.2 IS Ilex vomitoria 'Stokes Dwarf' Stokes Dwarf Yaupon Holly 5 Gal. 54" O.C. Triangular Spacing M 22 E/L-4.2 LH Leucadendron x `Jester` Jester Conebush 5 Gal. 48" O.C. Triangular Spacing L 20 E/L-4.2 LC Leymus condensatus 'Canyon Prince' Canyon Prince Giant Wild Rye 5 Gal. 24" O.C. L 59 E/L-4.2 RC Rosa x 'Iceberg' Iceberg Floribunda Rose 5 Gal. 36" O.C. Triangular Spacing M 27 E/L-4.2

SHRUB AREAS CODE BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS WATER USE QTY DETAIL EP Epilobium canum latifolium 'Everett's Choice' Everett's California Fuchsia 1 Gal. 24" O.C. Triangular Spacing L 29 E/L-4.2 LP Limonium perezii Statice 1 Gal. 24" O.C. Triangular Spacing L 137 E/L-4.2 MC Muhlenbergia capillaris Pink Muhly Grass 1 Gal. 30" O.C. Triangular Spacing L 12 MD Muhlenbergia dubia Pine Muhly 1 Gal. 30" O.C. Triangular Spacing L 34 E/L-4.2 SP Salvia spathacea Hummingbird Sage 1 Gal. 24" O.C. Triangular Spacing L 70 E/L-4.2 SB Salvia x 'Bee's Bliss' Bee's Bliss Sage 1 Gal. 18" O.C. Triangular Spacing L 44 E/L-4.2

GROUNDCOVER CODE BOTANICAL NAME COMMON NAME SIZE SPACING COMMENTS WATER USE QTY DETAIL AM Achillea x 'Moonshine' Moonshine Yarrow 1 Gal. 24" O.C. Triangular Spacing L 145 F/L-4.2 CD Carex divulsa European Grey Sedge 1 Gal. 18" O.C. Triangular Spacing L 221 F/L-4.2 CP Cistus x pulverulentus 'Sunset' Sunset Rockrose 5 Gal. 30" O.C. Triangular Spacing L 41 F/L-4.2 DL Dianella revoluta 'DR5000' Little Rev™ Flax Lily 1 Gal. 24" O.C. Triangular Spacing L 115 F/L-4.2 EC Erigeron glaucus 'Cape Sebastian' Cape Sebastian Seaside Daisy 1 Gal. 18" O.C. Triangular Spacing L 146 F/L-4.2 JP Juncus patens California Gray Rush 1 Gal. 24" O.C. L 22 F/L-4.2 SA Sesleria autumnalis Autumn Moor Grass 1 Gal. 24" O.C. Triangular Spacing M 150 F/L-4.2 TI Turf Sod Marathon II Sod-Big Roll (42" x 105`) Complete Coverage Available from Southland Sod H 6,415 sf PLANTING LEGEND:

Provide Gravel Mulch 3/8",
3" Thick within Bio-Retention
Area.

PLANTING NOTES:

1. SHRUB LAYOUT AS SHOWN ON PLAN INDICATES "SHRUB MASSES." QUANTITIES ARE AS SHOWN ON PLAN, ON-CENTER SPACING AS SHOWN ON LEGEND. CONTRACTOR TO VERIFY QUANTITIES BASED ON

SPACING AND ADD ADDITIONAL PLANT MATERIAL (AT NO ADDITIONAL COST TO THE OWNER) REQUIRED TO MAINTAIN DESIGN INTENT DUE TO EXISTING SITE CONDITIONS NOT ANTICIPATED DURING DESIGN. LAYOUT/SPACING WILL EITHER BE TRIANGULAR OR LINEAR AS SHOWN ON PLAN OR LEGEND. LANDSCAPE ARCHITECT TO APPROVE FINAL LAYOUT IN FIELD PRIOR TO INSTALLATION.

2. CONTRACTORS SHALL NOTIFY THE LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS.

3. CONTRACTOR SHALL BE LIABLE FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT, AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATIONS.

4. REFER TO PLANTING SPECIFICATIONS FOR INSPECTION/CERTIFICATION SCHEDULE.

5. IRRIGATION SYSTEM SHALL BE INSTALLED AND OPERATIONAL PRIOR TO INSTALLATION OF PLANT MATERIALS.

6. TREES AND SHRUBS SHALL BE PLANTED AFTER CONCRETE PLACEMENT, BUT NOT BEFORE IRRIGATION COVERAGE TEST NO. 1 HAS BEEN APPROVED. (SEE SPECIFICATIONS).

7. PLACE TREES BETWEEN IRRIGATION HEADS WHEREVER POSSIBLE.

8. LANDSCAPE CONTRACTOR SHALL TAKE FOUR (4) SOIL SAMPLES FROM THE SITE AT LOCATIONS APPROVED BY THE LANDSCAPE ARCHITECT. THE SAMPLES SHALL BE TAKEN AT A DEPTH OF 12' AFTER ROUGH GRADING AND SUBMITTED TO AN APPROVED SOIL AND PLANT LABORATORY FOR AGRICULTURAL SUITABILITY TESTING. THE COST OF TESTING SHALL BE INCLUDED IN THE CONTRACTOR'S BID.

9. THE RECOMMENDATIONS OF THE SOIL REPORT SHALL SUPERSEDE THE SOIL PREPARATION AND BACKFILL MIX SPECIFICATIONS (SEE SPECIFICATIONS). THE CONTRACTOR SHALL SUBMIT A COPY OF ALL SOILS REPORTS TO THE LANDSCAPE ARCHITECT PRIOR TO MODIFICATION OF THESE SPECIFICATIONS.

10. SHREDDED MULCH INSTALLATION: INSTALL SHREDDED MULCH IN ALL SHRUB AND GROUNDCOVER AREAS PER SPECIFICATIONS UNLESS OTHERWISE INDICATED ON PLANS.

11. CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS AND/OR REPLACEMENT OF ANY DAMAGED LANDSCAPE AREAS BEYOND THE LIMIT OF WORK, INCLUDING REPAIRING ANY IRRIGATION LINES/SPRINKLER HEADS, THAT IS A DIRECT RESULT OF THE LANDSCAPE CONSTRUCTION AND/OR HIS SUB-CONTRACTOR. REPLACEMENT ITEMS SHALL BE EXACT DUPLICATION OF ORIGINAL WORK OR PLANTS, UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT.

12. WHEREVER GROUNDCOVER AREAS ARE ADJACENT TO TURF INSTALL CONCRETE MOW STRIP OR HEADER BOARD AS INDICATED ON DRAWINGS.

13. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE OWNER'S REPRESENTATIVE.

14. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ALL GRADES AND FLOW LINES AS SHOWN ON THE GRADING PLAN. WHERE SOD IS TO BE INSTALLED ON A SWALE,THE FINISH GRADE MUST BE ADJUSTED SO THE SOD DOES NOT RESTRICT THE FLOW.

TREES

CALL-OUT
SYMBOL
SIZE
(gal./box)
SHRUBS

CALL-OUT
SYMBOL

QUANTITY
YZ
# T-#
# #
SYMBOL LEGEND: PLAN CROSS REFERENCES:

FOR NOTES AND LEGENDS, SEE THIS SHEET
FOR PLANTING DETAILS, SEE SHEET L- 4.02
FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2.01
FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3.01
Know what's below.

Call before you dig.

R
AGRONOMICAL SOILS REPORT:

CONTRACTOR SHALL BE PROVIDED A SOILS REPORT BY LANDSCAPE ARCHITECT. SEE DETAIL A, SHEET L-4.3. CONTRACTOR WILL ADD AMENDMENTS TO SOIL BASED ON SOILS REPORT.

CONTRACTOR TO THEN TAKE AND PROVIDE A SECOND SOIL TEST AFTER AMENDMENTS ARE ADDED TO VERIFY AMENDMENTS ARE ADEQUATE.

PHOTO SUBMITTAL NOTE:

ALL PLANT MATERIAL, INCLUDING TREES, SHRUBS, AND VINES, SHALL BE INSPECTED AND APPROVED BY LANDSCAPE ARCHITECT, VIA PHOTO SUBMITTALS, PRIOR TO DELIVERY TO SITE. PHOTO SUBMITTALS SHALL INCLUDE NURSERY SUPPLIER AND DATE OF PHOTOS. ANY MATERIAL DELIVERED TO SITE WITHOUT APPROVAL IS SUBJECT TO REJECTION. PHOTO SUBMITTALS SHALL BE SENT TO LANDSCAPE ARCHITECT A MINIMUM OF 48 HOURS PRIOR TO SHIPMENT OF MATERIAL. SUBMITTALS SHOULD INCLUDE SOME TYPE OF SCALE REFERENCE IN PHOTO (I.E. PERSON, MEASURING TAPE, ETC.). TREES SHALL BE NOTED WITH HEIGHT (FROM FINISH GRADE IN CONTAINER) AND CANOPY HEAD SIZE. LANDSCAPE ARCHITECT SHALL BE NOTIFIED OF SCHEDULED NURSERY DELIVERY TIMES A MINIMUM OF 24 HOURS PRIOR TO SHIPMENT.

REFER TO PLANTING SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS REGARDING QUALITY OF NURSERY STOCK.

LINEAR ROOT BARRIER NOTE:

ALL TREES PLANTED WITHIN 5' OF ANY HARDSCAPE WILL REQUIRE LINEAR ROOT BARRIERS, TO BE PLACED ALONG CURBS, WALKS, AND WALLS. SEE DETAIL D, SHEET L-4.2, FOR LINEAR ROOT BARRIER PLACEMENT.

PLANT SPACING NOTE:

SHRUB LAYOUT AS SHOWN ON PLAN INDICATES "SHRUB MASSES." QUANTITIES ARE AS SHOWN ON PLAN, ON-CENTER SPACING AS SHOWN ON LEGEND. CONTRACTOR TO VERIFY QUANTITIES BASED ON SPACING AND ADD ADDITIONAL PLANT MATERIAL, AT NO ADDITIONAL COST TO THE OWNER, AS REQUIRED TO MAINTAIN DESIGN INTENT DUE TO EXISTING SITE CONDITIONS NOT ANTICIPATED DURING DESIGN.

LAYOUT/SPACING WILL EITHER BE TRIANGULAR OR LINEAR AS INDICATED ON PLAN OR LEGEND. LANDSCAPE ARCHITECT IS TO APPROVE FINAL LAYOUT IN FIELD PRIOR TO INSTALLATION.

MULCH NOTE:

CONTRACTOR SHALL INSTALL A 3" LAYER OF CHIPPED MULCH IN ALL SHRUB AREAS (3" THICK GRAVEL MULCH, 3/8" ANGULAR IN BIO-RETENTION AREA AS NOTED IN LEGEND). MULCH SHALL BE 'WALK ON CHIPS' AS MADE BY EARTHWORKS, RIVERSIDE, CA, CONTACT LEFO PHORORO (951) 782-0260. GRAVEL MULCH SHALL BE "XXX" AS BY SOUTHWEST BOULDER AND STONE, COLOR TBD. SUBMIT SAMPLE OF ANY ALTERNATIVE MATERIAL PRIOR TO PURCHASE AND/OR PLACEMENT FOR OWNER'S REPRESENTATIVE'S APPROVAL. 7 MULCH RING NOTE:

PROVIDE 3" MULCH LAYER WITH 48" DIAMETER MULCH RING AROUND EXISTING AND NEW TREES IN TURF AREA. REFER TO DETAIL B, SHEET L-4.2.

LV
GD

PLANTING LEGEND AND NOTES
L-4.00
22 07-31-24
01-31-24
10221-A TRADEMARK ST., RANCHO
CUCAMONGA , CALIFORNIA 91730
PH: (909) 484-2800

HILLBROOK PARK RENOVATION

CITY OF SIGNAL HILL

PLAN NUMBER
SHEET
01-31-2024

AS SHOWN DATE

PREPARED UNDER THE SUPERVISION OF
07-31-2024
R.C.E. NO. EXP

REVIEWED BY

APPROVED

CITY ENGINEER

REVISIONS REFERENCES
NO. DATE INITIAL DESCRIPTION APP.

SCALE:

D
C
E
D
D
D
E
E
B
E
E
E
E
D
D
B
B
E E
E
E
B E
B
B
E
D
E
E
D
D
A A
A
A
D
D
D
D
B
A
D
B
D
A
D
E
E
B E
E
E
E
A
A
A
A
D

EAST WALL ST TEMPLE AVE
36 6,415 sf
TI
8 AM
12 SA
17 SA
18 SA
17 SA
11 SA
7 AM
7 AM
20 SA
9 SA
4 SA
2 SA
6 SA
9 SA
4 EC
13 EC
9 AM
16 DL
10 EC
9 EC
14 AM
9 EC
16 AM
29 DL
9 EC
14 AM
14 EC
20 CD
5 LP
9 JP
25 SA
8 LP
9 EC
7 EP
11 CP
6 CP
4 EP
10 LP
6 JP
30 CD
3 EP 7
JP
7 LP
6 EP
6 LP
14 AM
16 DL
14 CD
5 LP
24 CD
9 EP
10 LP 9
DL
5 AM
8 LP
14 MD
36 SP
44 SB
6 EC
12 CD
33 CD
18 SP
8 CD
15 LP
46 CD
10 EC
6 SP
10 MD
7 SP
3 SP
7 CD
9 EC
17 CD
8 AM
17 LP
11 DL
5 AM
9 EC
25 LP
8 EC
19 CP
5 CP
11 LP
9 AM
13 DL
10 MD
9 DL
9 AM
10 LP
12 DL
18 AM
11 EC 16
EC
10 CD
2 AM
6 MC
6 MC
PLANTING NOTES:

1. SHRUB LAYOUT AS SHOWN ON PLAN INDICATES "SHRUB MASSES." QUANTITIES ARE AS SHOWN ON PLAN, ON-CENTER SPACING AS SHOWN ON LEGEND. CONTRACTOR TO

VERIFY QUANTITIES BASED ON SPACING AND ADD ADDITIONAL PLANT MATERIAL (AT NO ADDITIONAL COST TO THE OWNER) REQUIRED TO MAINTAIN DESIGN INTENT DUE TO EXISTING SITE CONDITIONS NOT ANTICIPATED DURING DESIGN. LAYOUT/SPACING WILL EITHER BE TRIANGULAR OR LINEAR AS SHOWN ON PLAN OR LEGEND. LANDSCAPE ARCHITECT TO APPROVE FINAL LAYOUT IN FIELD PRIOR TO INSTALLATION.

2. CONTRACTORS SHALL NOTIFY THE LANDSCAPE ARCHITECT OF SITE CONDITIONS WHICH PREVENT INSTALLATION PER PLANS AND SPECIFICATIONS.

3. CONTRACTOR SHALL BE LIABLE FOR REMOVING AND RE-INSTALLING IRRIGATION EQUIPMENT, AND REPLANTING AREAS WHICH ARE NOT INSTALLED PER PLAN AND SPECIFICATIONS.

4. REFER TO PLANTING SPECIFICATIONS FOR INSPECTION/CERTIFICATION SCHEDULE.

5. IRRIGATION SYSTEM SHALL BE INSTALLED AND OPERATIONAL PRIOR TO INSTALLATION OF PLANT MATERIALS.

6. TREES AND SHRUBS SHALL BE PLANTED AFTER CONCRETE PLACEMENT, BUT NOT BEFORE IRRIGATION COVERAGE TEST NO. 1 HAS BEEN APPROVED. (SEE SPECIFICATIONS).

7. PLACE TREES BETWEEN IRRIGATION HEADS WHEREVER POSSIBLE.

10. SHREDDED MULCH INSTALLATION: INSTALL SHREDDED MULCH IN ALL SHRUB AND GROUNDCOVER AREAS PER SPECIFICATIONS UNLESS OTHERWISE INDICATED ON PLANS.

12. WHEREVER GROUNDCOVER AREAS ARE ADJACENT TO TURF INSTALL CONCRETE MOW STRIP OR HEADER BOARD AS INDICATED ON DRAWINGS.

13. CLEAN-UP SHALL TAKE PLACE ON A DAILY BASIS UNLESS OTHERWISE APPROVED BY THE OWNER'S REPRESENTATIVE.

LINEAR ROOT BARRIER NOTE:

ALL TREES PLANTED WITHIN 5' OF ANY HARDSCAPE WILL REQUIRE LINEAR ROOT BARRIERS, TO BE PLACED ALONG CURBS, WALKS, AND WALLS. SEE DETAIL D, SHEET L-4.2, FOR LINEAR ROOT BARRIER PLACEMENT.

TREES

CALL-OUT
SYMBOL
SIZE
(gal./box)
SHRUBS

CALL-OUT
SYMBOL

QUANTITY
YZ
# T-#
# #
SYMBOL LEGEND: PLAN CROSS REFERENCES:

FOR NOTES AND LEGENDS, SEE SHEET L-4.00
FOR PLANTING DETAILS, SEE SHEET L- 4.02
FOR CORRESPONDING CONSTRUCTION PLAN SEE SHEET L-2.01
FOR CORRESPONDING IRRIGATION PLAN SEE SHEET L-3.01
SCALE: 1" = 10'
0' 10' 20' 40' NORTH
Know what's below.

Call before you dig.

R
AGRONOMICAL SOILS REPORT:

CONTRACTOR SHALL BE PROVIDED A SOILS REPORT BY LANDSCAPE ARCHITECT. SEE DETAIL A, SHEET L-4.3. CONTRACTOR WILL ADD AMENDMENTS TO SOIL BASED ON SOILS REPORT. CONTRACTOR TO THEN TAKE AND PROVIDE A SECOND SOIL TEST AFTER AMENDMENTS ARE ADDED TO VERIFY AMENDMENTS ARE ADEQUATE.

PHOTO SUBMITTAL NOTE:

ALL PLANT MATERIAL, INCLUDING TREES, SHRUBS, AND VINES, SHALL BE INSPECTED AND APPROVED BY LANDSCAPE ARCHITECT, VIA PHOTO SUBMITTALS, PRIOR TO DELIVERY TO SITE.

PHOTO SUBMITTALS SHALL INCLUDE NURSERY SUPPLIER AND DATE OF PHOTOS. ANY MATERIAL DELIVERED TO SITE WITHOUT APPROVAL IS SUBJECT TO REJECTION. PHOTO SUBMITTALS SHALL BE SENT TO LANDSCAPE ARCHITECT A MINIMUM OF 48 HOURS PRIOR TO SHIPMENT OF MATERIAL. SUBMITTALS SHOULD INCLUDE SOME TYPE OF SCALE REFERENCE IN PHOTO (I.E.

PERSON, MEASURING TAPE, ETC.). TREES SHALL BE NOTED WITH HEIGHT (FROM FINISH GRADE IN CONTAINER) AND CANOPY HEAD SIZE. LANDSCAPE ARCHITECT SHALL BE NOTIFIED OF SCHEDULED NURSERY DELIVERY TIMES A MINIMUM OF 24 HOURS PRIOR TO SHIPMENT. REFER TO PLANTING SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS REGARDING QUALITY OF NURSERY STOCK.

PLANT SPACING NOTE:

SHRUB LAYOUT AS SHOWN ON PLAN INDICATES "SHRUB MASSES." QUANTITIES ARE AS SHOWN ON PLAN, ON-CENTER SPACING AS SHOWN ON LEGEND. CONTRACTOR TO VERIFY QUANTITIES BASED

ON SPACING AND ADD ADDITIONAL PLANT MATERIAL, AT NO ADDITIONAL COST TO THE OWNER, AS

REQUIRED TO MAINTAIN DESIGN INTENT DUE TO EXISTING SITE CONDITIONS NOT ANTICIPATED DURING DESIGN. LAYOUT/SPACING WILL EITHER BE TRIANGULAR OR LINEAR AS INDICATED ON PLAN OR LEGEND. LANDSCAPE ARCHITECT IS TO APPROVE FINAL LAYOUT IN FIELD PRIOR TO INSTALLATION.

MULCH NOTE:

MULCH RING NOTE:

PROVIDE 3" MULCH LAYER WITH 48" DIAMETER MULCH
RING AROUND EXISTING AND NEW TREES IN TURF AREA.

REFER TO DETAIL B, SHEET L-4.2.

T-02
24 4
T-01
24 5
T-04
36 2
T-03
24 2
L-4.01
23 LV PLANTING PLAN
GD
07-31-24
01-31-24
10221-A TRADEMARK ST., RANCHO
CUCAMONGA , CALIFORNIA 91730
PH: (909) 484-2800

HILLBROOK PARK RENOVATION

CITY OF SIGNAL HILL

PLAN NUMBER
SHEET
01-31-2024

AS SHOWN DATE

PREPARED UNDER THE SUPERVISION OF
07-31-2024
R.C.E. NO. EXP

REVIEWED BY

APPROVED

CITY ENGINEER

REVISIONS REFERENCES
NO. DATE INITIAL DESCRIPTION APP.

SCALE:

SCALE: 3/8" = 1'-0"

STANDARD TREE GUYING
FOR (36" BOX AND LARGER)
LEGEND:

1. GALVANIZED TURN BUCKLE.

2. DUCKBILL EARTH ANCHORS. PLACE AT 90° TO GUY WIRE.

3. AGRIFORM FERTILIZER TABLETS PER SPECIFICATIONS.

4. NATIVE SUBGRADE.

5. RUBBER HOSE OVER WIRE AT POINT OF CONTACT.

6. GUY WIRE PER MANUFACTUYRER'S. MULTIPLE-STRAND GUY WIRES EQUALLY SPACED AROUND TREE. COVER w/ WHITE PVC 1/2" DIA. TUBING, LENGTH 3'-0" ±.

7. 3" HIGH EARTH BERM WATERING BASIN.

8. PLANT PIT TO BE 2 TIMES THE WIDTH OF ROOT BALL. SET ROOT BALL ON UNDISTURBED NATIVE SUB-GRADE.

9. BACKFILL MIX PER SPECIFICATIONS.

10. MULCH LAYER, SEE PLANTING PLAN FOR TYPE AND THICKNESS.

11. MULTI STEM TREE PER PLANTING PLAN.

12. FINISH GRADE.

13. ROOT BALL, SET TWO INCHES ABOVE FINISH GRADE.

NOTES:

A. INSTALL GUYS HAND-TAUT TO PREVENT DEFORMATION OF LIMBS.

B. INSTALL PER MANUFACTURER'S SPECIFICATIONS.

SECTION
1 2
4 3
5 12
10 7
13 8
6 9
11 PLAN VIEW
5 2
6 11
9 13
A
REFERENCE NUMBER:

S-PLA-TREE-03

SECTION
9 3 7 2
LEGEND:

1. NATIVE SUBGRADE.

2. 3" MULCH LAYER, 4'-0" DIA. IN TURF AREAS. KEEP MULCH 6" AWAY FROM TRUNK, SEE PLANTING PLAN FOR TYPE AND THICKNESS.

3. PLANT PIT TO BE 2 TIMES THE WIDTH OF THE ROOT BALL SET ROOT BALL ON UNDISTURBED NATIVE SUBGRADE.

4. BACKFILL MIX PER SPECIFICATIONS.

5. EDGE OF MULCH RING TAPERED DOWN TO GRASS EDGING, HEADER, OR SHOVEL CUT EDGE.

6. TREE PER PLANTING PLAN

7. ROOT BALL, SET TWO INCHES ABOVE FINISH GRADE.

8. AGRIFORM FERTILIZER TABLETS PER SPECIFICATIONS.

9. 2" DIA. x 10' LODGEPOLE PINE TREES STAKE.

10. 'CINCH TIE' AS MANUFACTURED BY V.I.T. NAIL TO TREE STAKE w/ 1" GALVANIZED

ROOFING NAIL

11. FINISH GRADE.
6 4
1 5
8 36" MIN.

MUST BE OUTSIDE OF

ROOT BALL, ADJUST
PER TREE SIZE 12" MIN. 7'-0" 2'-0"

PREVAILING
WIND

PLAN VIEW
10 6
10 12
7 NOTES:

A. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL w/ WATER FROM HOSE. DO NOT CRACK ROOT BALL.

B. PLACE FERTILIZER TABS IN PLANT PIT PRIOR TO PLANTING FOR OBSERVATION PURPOSES.

C. SET STAKES PERPENDICULAR TO PREVAILING WINDS.

SCALE: 3/8" = 1'-0"
REFERENCE NUMBER:

TRIPLE STAKE TREE IN
TURF FOR (36" BOX OR LARGER) B S-PLA-TREE-16
1 9
3 2
3 9
5 10
8 4 12" MIN.

LEGEND:

1. 'CINCH TIE' AS MANUFACTURED BY V.I.T. CO. (2) PER POLE. SEE SPECIFICATIONS. NAIL TO TREE STAKE w/ 1" GALV. ROOFING NAIL (4) REQUIRED.

2. 2" DIA. x 10' LODGE POLE PINE TREE STAKE, (2) PER TREE. LOCATE OUTSIDE ROOT BALL.

3. CONTAINER ROOT BALL. SET 2" ABOVE F.G.

4. TEMPORARY 3" BERM TO FORM DEPRESSED WATERING BASIN. ALL SIDES.

5. PREPARED BACKFILL MIX PER SOIL REPORT RECOMMENDATIONS.

6. FERTILIZER TABLETS AND QUANTITY PER PLANTING SPECIFICATIONS.

7. PLANT PIT TO BE TWICE THE ROOT BALL WIDTH AND FLUSH WITH THE BOTTOM OF THE ROOT BALL PER PLANTING SPECIFICATIONS.

8. UNDISTURBED NATIVE SOIL.

9. MULCH LAYER, SEE PLANTING PLAN FOR TYPE AND THICKNESS. USE WOOD MULCH WITH 3'-0" DIA. IN TURF AREAS.

10. FINISH GRADE.

11. TREE PER PLANTING PLAN.

NOTES:

A. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL w/ WATER FROM HOSE. DO NOT CRACK ROOT BALL.

B. PLACE FERTILIZER TABS IN PLANT PIT PRIOR TO PLANTING FOR OBSERVATION PURPOSES.

C. SET STAKES PERPENDICULAR TO PREVAILING WINDS, DO NOT STAKE THROUGH ROOTBALL. 12"

MUST BE OUTSIDE OF

ROOT BALL, ADJUST

PER TREE SIZE

PLAN VIEW

SECTION

PREVAILING
WIND
2 1
11 11 2'
SCALE: 3/8" = 1'-0"

DOUBLE STAKE TREE PLANTING
FOR 15-GAL. TO 24" BOX SIZE
6 7
REFERENCE NUMBER: 3'-0" MIN.

C S-PLA-TREE-01
1 1 PLAN VIEW
SCALE: 1/4" = 1'-0"
7'-6" MIN. 7'-6" MIN.
5 3
3 2
3 4
1 6 24" MIN. 1" MIN. 5'-0" OR LESS 5'-0" OR LESS
2 ISOMETRIC VIEW
SCALE: 1/2" = 1'-0"
LEGEND:

1. 24" DEEP x 0.080 THICK LINEAR-STYLE ROOT BARRIER.

PLACE BARRIER, IN TRENCH w/ THE VERTICAL RIBS

FACING TOWARD TREE AND ALIGN IN A STRAIGHT
FASHION. USE HARDSCAPE EDGE AS A GUIDE AND

BACKFILL AGAINST THE BARRIER TO PROVIDE A
CLEAN FIT. TOP OF BARRIER TO EXTEND TO 1" BELOW
OF CURB OR WALK, OR 1" BELOW TOP OF MULCH
LAYER OR FINISH GRADE (WHICHEVER IS HIGHEST).

2. TREE TRUNK LOCATION (CANOPY SHOWN AS DASHED
CIRCLE). TREE PER PLANTING PLAN.

3. ADJACENT HARDSCAPE OR CURB PER PLAN.

4. PLANTER AREA MULCH PER PLANTING PLAN.

5. VERTICAL RIBS.

6. COMPACTED SUB-GRADE.

7. DOUBLE TOP EDGE.
1 7
SCALE: 1/4" = 1'-0"
REFERENCE NUMBER:
24" DEEP TREE ROOT BARRIER D S-PLA-TREE-15
D
D
LEGEND:

1. UNDISTURBED NATIVE SOIL.

2. BACKFILL MIX PER PLANTING SPECIFICATIONS.

3. FERTILIZER TABLETS PER PLANTING SPECS.

4. PLANT PIT TO BE TWICE ROOT BALL WIDTH AND
FLUSH WITH THE BOTTOM OF THE ROOT BALL.

5. 3" BERM TO FORM WATERING BASIN.

6. ROOT BALL.

7. FINISH GRADE.

8. SHRUB PER PLANTING PLAN.

9. MULCH LAYER, SEE PLANTING PLAN FOR TYPE AND
THICKNESS.

NOTES:

A. UNTANGLE MATTED ROOTS BY LOOSENING ALL
ROOTS AT EDGE OF ROOT BALL w/ WATER FROM
HOSE. DO NOT CRACK BALL OF ROOTS.

B. PLACE FERTILIZER TABS IN PLANT CONTAINER
PRIOR TO PLANTING FOR OBSERVATION PURPOSES.
4 SECTION
3 1
6 8
9 5
7 2
SCALE: 1" = 1'-0"

SHRUB PLANTING E
REFERENCE NUMBER:

S-PLA-SHRB-01
LEGEND:

1. BACK OF CURB OR EDGE OF PAVING.

2. PLANT LOCATION.

NOTES:

A. ALL SHRUBS AND GROUNDCOVER

SHALL BE PLANTED AT EQUAL SPACING
(TRIANGULAR) UNLESS OTHERWISE
INDICATED ON PLANS. SEE PLANTING
LEGEND FOR SPACING REQUIREMENTS.
1 2 EQUAL EQUAL
EQUAL
EQUAL
SCALE: 1 1/2" = 1'-0"

TRIANGULAR SHRUB &

GROUNDCOVER SPACING F
REFERENCE NUMBER:

S-PLA-GC-04
LEGEND:

1. HARDSCAPE OR HEADER PER CONSTRUCTION PLAN.

2. SHREDDED MULCH (MEDIUM GRIND) PER PLANTING PLAN.

DO NOT USE BARK CHIPS.

3. FINISH GRADE.

4. SHOVEL CUT DEEPENED EDGE ADJACENT TO PAVING.

5. MULCH DEPTH PER PLANTING PLAN, 3" MIN. UNLESS
OTHERWISE NOTED.

6. NATIVE AMENDED OR IMPORTED SOIL.
1 2
4 3
5 12" 3"
6 1/2"

SECTION
SCALE:

SHREDDED WOOD MULCH
1 1/2" = 1'-0"
NOTES:

A. MULCH UNDER TREES AND SHRUBS,

AND BLEND INTO EDGES AT
GROUNDCOVER AREAS.

B. GROUNDCOVER WITH TIGHT SPACING
& PLUGS TO ONLY GET 1 1/2" THICK
MULCH OR AS NOTED PER PLANS.

C. KEEP MULCH 3" CLEAR OF PLANT
STEM AND 6" OF TREES.

REFERENCE NUMBER:

G S-PLA-GC-01
WEEKLY ITEMS:

1. MOW GRASS TO HEIGHT OF 2" AT CONSISTENT HEIGHT, DO NOT SCALP.

2. REMOVE LEAF LITTER, WEEDS AND DEBRIS FROM SHRUB BEDS.

MONTHLY ITEMS:

1. PRUNE GROWTH OF SHRUBS & GROUNDCOVER AS NECESSARY TO KEEP NEAT AND COMPACT. PRUNE TO ELIMINATE IRRIGATION APPLICATION INTERFERENCES. EDGE GROUNDCOVER PLANTS TO KEEP WITHIN PLANT ZONES.

2. REPLACE ANY SHRUB OR GROUND COVER THAT HAS DIED OR FAILS TO THRIVE w/ IDENTICAL PLANT MATERIALS OR THOSE WITH SIMILAR WATER FORM, AESTHETIC REQUIREMENTS.

3. FERTILIZE GROUNDCOVER AREAS w/ ORGANIC FERTILIZER, REFER TO SOILS REPORT FOR APPLICATION TYPE AND RATE.

4. REMOVE ALL WEEDS, LITTER, DEBRIS FROM SHRUB, MULCH AND GROUNDCOVER AREAS.

5. INSPECT AND TREAT PLANT MATERIAL FOR DISEASE AND/OR PEST PROBLEMS.

QUARTERLY ITEMS:

1. CHECK TREE GROWTH. PRUNE TREES TO THIN STRUCTURE, SHAPE, REMOVE SUCKERS AND ANY DEAD OR BROKEN BRANCHES.

2. AERATE AND DE-THATCH TURF AREAS.

3. REPLENISH MULCH BEDS AS NEEDED w/ SPECIFIED MULCH TO MAINTAIN ORIGINAL THICKNESS OF 3".

OVERALL:

1. DEAD HEAD ANY SHRUBS / PERENNIALS THAT HAVE FINISHED BLOOMING AND/OR REMOVE DEAD BLOOMS TO ENCOURAGE MORE BUDDING.

2. DO NOT HEDGE PLANTS UNLESS SPECIFIED BY CLIENT.

SCALE:N/A

PLANT MATERIAL

MAINTENANCE NOTES
REFERENCE NUMBER:

H S-PLA-MAIN-01
L-4.02
24 STAFF PLANTING DETAILS
JRC
07-31-24
01-31-24
10221-A TRADEMARK ST., RANCHO
CUCAMONGA , CALIFORNIA 91730
PH: (909) 484-2800

HILLBROOK PARK RENOVATION

CITY OF SIGNAL HILL

PLAN NUMBER
SHEET
01-31-2024

AS SHOWN DATE

PREPARED UNDER THE SUPERVISION OF
07-31-2024
R.C.E. NO. EXP

REVIEWED BY

APPROVED

CITY ENGINEER

REVISIONS REFERENCES
NO. DATE INITIAL DESCRIPTION APP.

SCALE:

AGRONOMIC SOILS REPORT A
STAFF
JRC

AGRONOMICAL SOILS REPORT
25 L-4.03
07-31-24
01-31-24
10221-A TRADEMARK ST., RANCHO
CUCAMONGA , CALIFORNIA 91730
PH: (909) 484-2800

HILLBROOK PARK RENOVATION

CITY OF SIGNAL HILL

PLAN NUMBER
SHEET
01-31-2024

AS SHOWN DATE

PREPARED UNDER THE SUPERVISION OF
07-31-2024
R.C.E. NO. EXP

REVIEWED BY

APPROVED

CITY ENGINEER

REVISIONS REFERENCES
NO. DATE INITIAL DESCRIPTION APP.

SCALE:

EAST WALL ST TEMPLE AVE
36 REQUIRED RAMP LANDING AREA REQUIRED RAMP LANDING AREA ELECTRICAL SITE PLAN 1
E-1.0
1 J Electrical Engineering & Consulting CA
92346
[email protected]
909 864-0223
Fax 909 864-0280
Engineering Inc.
8048 Palm Ave
Highland. Ca. Job #James Corns P.M. 23-2903
E O
I FO
F CAL
C
P D
E TA
R
S
T
E L E
EXP.

ERETSI G
E
OF R
NAL E
9/30/24 L

T R I C A
R
RN I A
E I N
GNE
ESS IO
E O
I FO
F CAL
C
No. E 11795
P D
E TA
R
S
T
E L E
EXP.

ERETSI G

P E J OS
H
OF R
NAL E
L

T R I C A
R
RN I A
I C
J OGOW
E I N
GNE

Z ESS IO
R
3 1S
14 1S
14 50
1WS
50 1WS
50 1WS

ELECTRICAL SITE PLAN
100
2W
50 1W
50 1W
50 4W
50 4WS
50 4WS
50 3W
E-2.0
2 J Electrical Engineering & Consulting CA
92346
[email protected]
909 864-0223
Fax 909 864-0280
Engineering Inc.
8048 Palm Ave
Highland. Ca. Job #James Corns P.M. 23-2903
E O
I FO
F CAL
C
P D
E TA
R
S
T
E L E
EXP.

ERETSI G
E
OF R
NAL E
9/30/24 L

T R I C A
R
RN I A
E I N
GNE
ESS IO
E O
I FO
F CAL
C
No. E 11795
P D
E TA
R
S
T
E L E
EXP.

ERETSI G

P E J OS
H
OF R
NAL E
L

T R I C A
R
RN I A
I C
J OGOW
E I N
GNE

Z ESS IO
R
3 ELECTRICAL SYMBOLS LIST
PULLBOX DETAIL 1
TRENCH DETAIL 4 SINGLE LINE DIAGRAM 2

SYMBOL LIST, SINGLE LINE DIAGRAM, LIGHTING

FIXTURE SCHEDULE, GENERAL NOTES AND DETAILS
WALKWAY LIGHT FIXTURE 3

LIGHTING FIXTURE SCHEDULE
50 1W
50 1WS

GENERAL NOTES
14 1S
100
2W
50 3W
50 4W
50 4WS
27' 16' 11'4' 2' 5' 27' 16' 11'4' 2' 4'
27'
9' 18'
2' 4' 3'
27'
9' 18'
4' 4'
EXIST. 8" SEWER
EXIST. GAS EXIST. GAS EXIST. HIGH PRESSURE GAS EXIST. 8" SEWER D
C
E
D
D
D
E
E
B
E
E
E
E
D
D
B
B
E E
E
E
B E
B
B
E
D
E
E
D
D
A A
A
A
D
D
D
D
B
A
D
B
D
A
D
E
E
B E
E
E
E
A
A
A
A
D

EAST WALL ST TEMPLE AVE
50 1WS
50 1WS
50 1WS
100
2W
50 1W
50 1W
50 4W
50 4WS
50 4WS
50 3W

0.0 0.0

0.1 0.1

0.0 0.0

0.1 0.1

0.2 0.1

0.1 0.1

0.1 0.0

0.0 0.0

0.1 0.1

0.0 0.0

0.1 0.1

0.2 0.2

0.2 0.1

0.1 0.1

0.0 0.0

0.1 0.1

0.2 0.3

0.3 0.2

0.1 0.1

0.0 0.0

0.0 0.1

0.2 0.3

0.4 0.3

0.2 0.2

0.1 0.1

0.0 0.0

0.2 0.3

0.4 0.5

0.5 0.3

0.2 0.1

0.1 0.1

0.1 0.2

0.2 0.2

0.2 0.1

0.1 0.1

0.1 0.0

0.0 0.0

0.1 0.2

0.5 0.6

0.7 0.6

0.4 0.3

0.2 0.2

0.2 0.3

0.3 0.3

0.2 0.2

0.1 0.1

0.0 0.0

0.1 0.1

0.3 0.7

0.8 1.0

0.9 0.6

0.3 0.2

0.2 0.2

0.3 0.3

0.4 0.5

0.5 0.3

0.2 0.1

0.1 0.1

0.2 0.3

0.8 1.4

1.4 1.1

0.6 0.4

0.3 0.3

0.4 0.5

0.5 0.5

0.5 0.6

0.7 0.7

0.5 0.3

0.2 0.1

0.1 0.1

0.2 0.3

0.4 1.0

2.2 1.8

1.2 0.8

0.5 0.5

0.5 0.6

0.7 0.9

0.8 0.6

0.8 1.1

0.9 0.6

0.5 0.3

0.2 0.1

0.1 0.1

0.1 0.4

0.5 0.7

1.0 2.8

2.1 1.3

0.9 0.7

0.6 0.6

0.8 1.1

1.5 1.8

1.1 1.0

1.6 1.3

1.0 0.6

0.3 0.2

0.1 0.1

0.1 0.2

0.6 0.7

0.8 0.9

3.2 2.3

1.5 1.1

0.9 0.8

0.9 1.1

1.6 2.3

3.0 1.6

1.2 1.9

2.1 1.4

0.6 0.3

0.2 0.1

0.1 0.1

0.2 0.6

0.7 0.9

1.0 3.1

2.4 1.6

1.2 1.1

1.2 1.4

1.7 2.1

2.9 2.9

0.9 1.3

2.1 2.5

1.9 0.7

0.4 0.2

0.2 0.1

0.1 0.2

0.4 0.5

0.7 1.2

2.9 2.3

1.6 1.3

1.3 1.4

1.7 1.9

2.2 2.8

3.1 2.7

2.7 3.1

3.0 2.6

0.7 0.4

0.3 0.3

0.1 0.1

0.1 0.3

0.4 0.6

1.4 2.4

2.2 1.7

1.5 1.5

1.6 1.7

1.9 2.3

2.4 3.0

3.2 3.5

3.3 3.6

3.0 0.8

0.5 0.4

0.3 0.2

0.1 0.2

0.3 0.4

0.8 1.5

2.1 2.2

2.0 1.7

1.6 1.6

1.8 2.0

2.1 2.4

2.5 2.7

2.8 2.9

3.7 3.2

0.9 0.6

0.4 0.3

0.2 0.1

0.2 0.4

0.7 1.2

1.9 2.4

2.5 2.4

2.1 1.9

1.8 1.9

1.9 2.1

2.2 2.4

2.3 2.1

2.4 3.2

2.8 0.8

0.5 0.4

0.3 0.2

0.1 0.3

0.7 1.2

1.8 2.3

2.9 2.7

2.6 2.3

2.2 2.1

2.0 2.0

2.1 2.3

2.5 2.1

1.8 2.1

2.7 2.1

0.6 0.4

0.3 0.2

0.1 0.1

0.4 0.9

2.2 3.4

2.4 2.0

2.5 2.7

2.6 2.5

2.4 2.2

2.2 2.2

2.4 2.5

2.0 1.7

1.9 2.0

1.4 0.5

0.3 0.2

0.1 0.1

0.1 0.4

1.0 2.3

3.5 2.6

2.2 2.6

2.9 2.9

2.8 2.8

2.7 2.7

2.5 2.6

2.6 2.1

1.6 1.6

1.5 1.0

0.6 0.3

0.2 0.1

0.1 0.1

0.4 0.8

1.4 2.0

2.6 3.3

3.1 3.2

3.2 3.4

3.6 3.6

3.4 3.0

2.6 2.4

2.3 1.9

1.6 1.2

0.8 0.5

0.3 0.2

0.1 0.1

0.1 0.3

0.6 1.0

1.5 2.2

3.0 3.3

3.5 3.8

4.0 3.7

3.1 3.6

2.7 2.6

2.8 2.8

2.4 1.8

1.2 0.8

0.5 0.3

0.2 0.1

0.1 0.1

0.2 0.4

0.8 1.2

1.9 2.7

3.5 3.8

4.1 4.2

2.6 0.9

3.1 3.5

2.8 2.7

3.2 3.3

2.5 1.3

0.9 0.6

0.4 0.2

0.2 0.1

0.1 0.2

0.3 0.6

1.0 1.6

2.8 4.0

3.9 3.6

3.4 3.5

3.0 3.8

3.4 2.7

2.5 3.1

3.9 3.3

1.5 1.0

0.7 0.6

0.3 0.2

0.1 0.1

0.1 0.3

0.7 1.0

1.5 2.5

4.2 3.6

3.5 3.7

3.9 3.8

3.4 2.8

2.4 2.4

2.9 3.8

4.3 1.6

1.2 0.8

0.7 0.4

0.2 0.2

0.1 0.1

0.3 0.9

1.0 1.4

2.1 4.4

3.9 3.3

3.1 3.1

2.9 2.9

2.6 2.3

2.3 2.8

3.6 4.6

2.2 1.3

0.9 0.6

0.4 0.3

0.2 0.1

0.1 0.3

0.9 1.0

1.4 2.0

4.4 3.7

3.0 2.7

2.6 2.5

2.5 2.3

2.2 2.2

2.5 3.1

3.9 3.0

1.2 0.9

0.6 0.4

0.3 0.2

0.2 0.1

0.3 0.7

0.8 1.2

2.1 4.0

3.4 2.8

2.5 2.4

2.4 2.3

2.2 2.1

2.1 2.3

2.8 3.5

3.0 1.6

1.0 0.8

0.6 0.5

0.4 0.3

0.1 0.2

0.4 0.7

1.1 2.3

3.5 3.2

2.8 2.5

2.4 2.3

2.2 2.1

2.0 2.1

2.1 2.5

3.1 2.7

1.9 1.2

1.1 0.9

0.8 0.7

0.5 0.1

0.2 0.5

0.7 1.2

2.3 3.1

3.1 2.9

2.6 2.4

2.3 2.3

2.2 2.2

2.2 2.0

2.2 2.7

2.8 2.4

1.7 1.6

1.5 1.2

0.9 0.7

0.2 0.3

0.7 1.1

1.5 2.8

2.9 3.1

3.0 2.7

2.6 2.7

2.7 2.6

2.5 2.2

1.8 1.9

2.5 3.2

2.9 2.1

2.5 2.2

1.6 1.1

0.8 0.2

0.5 1.3

2.1 1.7

2.2 2.3

2.8 2.9

3.0 3.0

3.4 3.5

3.2 2.5

1.8 1.5

1.6 2.1

2.5 1.9

0.7 1.7

2.0 1.5

1.0 0.7

0.2 0.4

1.4 2.0

1.5 1.0

1.5 2.1

2.5 2.9

3.1 2.9

2.2 1.5

1.2 1.0

1.0 1.1

1.4 1.7

1.4 0.5

1.3 1.5

1.1 0.8

0.6 0.2

0.4 1.2

1.9 1.5

1.9 1.7

2.0 1.9

1.9 1.4

1.1 1.1

1.1 0.8

0.6 0.6

0.6 0.8

0.7 0.6

0.5 0.5

0.5 0.4

0.1 0.2

0.6 0.9

1.1 1.9

1.8 1.6

1.3 0.9

0.8 0.9

0.9 0.8

0.6 0.4

0.3 0.3

0.4 0.4

0.4 0.3

0.3 0.3

0.2 0.2

0.2 0.1

0.1 0.3

0.4 0.7

1.0 1.1

1.0 0.9

0.7 0.6

0.7 1.0

0.9 0.5

0.3 0.2

0.2 0.3

0.5 0.7

0.6 0.5

0.3 0.2

0.2 0.1

0.0 0.1

0.2 0.2

0.4 0.5

0.6 0.6

0.6 0.5

0.4 0.4

0.3 0.2

0.2 0.2

0.3 0.4

0.4 0.3

0.2 0.1

0.1 0.0

0.1 0.1

0.2 0.2

0.3 0.4

0.4 0.4

0.3 0.3

0.2 0.2

0.2 0.1

0.1 0.1

0.1 0.2

0.2 0.2

0.2 0.1

0.1 0.1

0.0 0.0

0.1 0.1

0.1 0.2

0.2 0.2

0.2 0.1

0.1 0.1

0.1 E-3.0
3 J Electrical Engineering & Consulting CA
92346
[email protected]
909 864-0223
Fax 909 864-0280
Engineering Inc.
8048 Palm Ave
Highland. Ca. Job #James Corns P.M. 23-2903
E O
I FO
F CAL
C
P D
E TA
R
S
T
E L E
EXP.

ERETSI G
E
OF R
NAL E
9/30/24 L

T R I C A
R
RN I A
E I N
GNE
ESS IO
E O
I FO
F CAL
C
No. E 11795
P D
E TA
R
S
T
E L E
EXP.

ERETSI G

P E J OS
H
OF R
NAL E
L

T R I C A
R
RN I A
I C
J OGOW
E I N
GNE

Z ESS IO
R
3 SITE LIGHTING PHOTOMETRIC ILLUMINATION PLAN
SITE LIGHTING PHOTOMETRIC ILLUMINATION PLAN 1

Signal Hill City CouncilFebruary 27, 2024

Signal Hill City Council
February 27, 2024