E
E
E
E
E
20
5
12
9
14
11
8
16
7
19
3
17
2
15
10
8
13
4
18
1
275
275
280
280
274
276
276
277
277
277
277
278
278
279
279
280.22'
CNC
280.12'
CNC
280.00'
CNC
280.00'
CNC
280.58'
BLD
274.70'
WALL 8I OF
274.78'
WALL 8I OF
273.28'
CLF
273.75'
CNC
273.77'
273.90'
273.4'
273.5'
273.5'
273.99'
POST 5X5
274.08'
CNC
273.8'
273.8'
274.10'
CNC
274.17'
POST 5X5
274.25'
273.8'
274.36'
POST 5X5
274.52'
POST 5X5
274.66'
POST 5X5
274.65'
JOINT
274.64'
JOINT
274.65'
JOINT
274.65'
CNC
274.67'
EP
274.66'
JOINT
274.52'
JOINT
274.49'
JOINT
274.49'
JOINT
274.35'
JOINT
274.35'
JOINT
274.31'
JOINT
274.32'
JOINT
274.19'
JOINT
274.18'
JOINT
274.16'
JOINT
274.15'
JOINT
274.10'
JOINT
273.99'
JOINT
273.99'
JOINT
273.89'
JOINT
273.83'
POST 5X5
273.83'
JOINT
274.02'
JOINT
273.98'
JOINT
274.04'
POST 5X5
274.04'
JOINT
274.18'
JOINT
274.25'
JOINT
274.26'
JOINT
274.27'
POST 5X5
274.28'
JOINT
274.15'
JOINT
274.22'
JOINT
274.20'
POST 5X5
274.35'
JOINT
274.52'
JOINT
274.68'
JOINT
274.75'
JOINT
274.76'
CNC
274.95'
CNC
274.93'
JOINT
274.92'
JOINT
274.94'
JOINT
274.94'
JOINT
274.96'
POST 5X5
275.04'
CNC
275.01'
CNC
274.86'
CNC
274.79'
JOINT
274.81'
JOINT
274.80'
POST 5X5
274.77'
JOINT
274.64'
JOINT
274.64'
POST 5X5
274.61'
JOINT
274.64'
JOINT
274.63'
JOINT
274.50'
JOINT
274.49'
JOINT
274.48'
POST 5X5
274.45'
JOINT
274.45'
JOINT
274.38'
JOINT
274.95'
AC LP
274.95'
CLF
275.76'
CLF GATE
275.83'
CNC
276.47'
CNC
276.46'
CLF GATE
276.40'
CNC
278.08'
CLF
278.53'
CLF GATE
278.88'
CLF GATE
279.52'
BLD AP
278.91'
EP
277.89'
BLD AP
277.81'
PIP 1I ELEC
278.11'
PIP 1I ELEC
278.80'
BLD AP
278.80'
DS
275.28'
GB
275.61'
GB
275.85'
GB
276.35'
GB
276.41'
UGW2
275.54'
UGW2
275.37'
UGW2
275.35'
UGW2
275.36'
WV 6I
275.34'
SCO 6I
275.23'
SVLT
275.03'
SWS POC
274.91'
SWS POC
274.83'
SWS POC
274.77'
275.37'
TW
273.75'
273.73'
273.92'
273.74'
273.73'
273.75'
273.73'
275.45'
CNC13
275.69'
CNC13
274.88'
276.49'
CNC
276.99'
CNC
277.33'
CNC
277.38'
BLD AP
277.10'
EP
276.44'
WV 6I
275.55'
EP
274.80'
EP
275.45'
EP
275.58'
RAIL
277.37'
RAIL
277.36'
RAIL
277.36'
BLD AP
277.44'
RAIL
275.32'
SWS 4I
275.03'
SWS 4I
275.16'
SWS 4I
275.32'
SWS 4I
275.38'
SWS 4I
275.27'
SWS 4I
275.27'
SWS 4I
275.58'
SWS 4I
275.48'
SWS TO SWK E
275.55'
SWS TO SWK E
276.03'
SWS TO SWK E
275.42'
RAIL
275.38'
RAIL
275.35'
PIPE 2I UNK
275.36'
FOUNTAIN
274.52'
CNC
274.52'
CNC
274.30'
GND
274.43'
POST 5X5
274.34'
CNC SWK WEST
274.39'
CNC SWK WEST
274.39'
JOINT
274.28'
CNC
274.26'
JOINT
274.24'
CNC
274.20'
CLF
274.21'
CLF GATE
274.46'
CNC SWK END
274.54'
CNC 1.4 AP
274.42'
CNC POC
274.47'
CNC POC
274.21'
SMH
274.14'
CNC
274.14'
CNC
274.25'
CNC
274.17'
GND
274.34'
GND
274.73'
SMH
274.64'
CNC
274.66'
CNC
274.73'
CNC
274.8'
274.80'
EP TO CNC S.
274.85'
EP
274.24'
JOINT
274.24'
JOINT
274.22'
JOINT
274.23'
JOINT
274.23'
POST 5X5
273.99'
CNC
273.70'
CLF
274.33'
POST 5X5
277.43'
PLR
277.33'
CNC
277.47'
CNC
277.49'
CNC
277.37'
CNC
277.35'
CNC
277.04'
CNC
276.56'
CNC
275.77'
CNC
277.38'
GB
277.0'
277.8'
276.8'
277.25'
CNC POL
277.36'
CNC AP
277.35'
CNC AP
277.24'
CNC AP
277.50'
FF
277.51'
DOOR
277.52'
DOOR
277.51'
BLD
277.50'
BLD
277.54'
BLD
277.53'
DOOR
277.53'
DOOR
277.52'
BLD
277.53'
FF
274.95'
AC
275.09'
AC
275.15'
AC
275.18'
AC
275.02'
AC
274.79'
CLF
276.52'
CNC
276.45'
CNC
276.60'
CNC
276.19'
CNC
275.80'
CNC
275.5'
276.1'
276.72'
TC BEG
276.26'
TC OF
275.92'
TC OF
275.75'
TC OF
275.48'
GND
276.83'
TC OF
276.6'
276.5'
277.24'
TC15
276.6'
276.1'
276.79'
TC OF
276.6'
277.19'
TC15
277.16'
TC15
276.6'
276.74'
TC OF
276.7'
276.73'
TC OF
276.68'
TC END
277.18'
TC OF
277.2'
277.22'
TC OF
277.3'
277.0'
276.9'
277.2'
277.22'
TC OF
277.22'
TC OF
277.3'
277.1'
277.27'
TC OF
277.3'
276.9'
276.7'
277.27'
TC OF
277.1'
276.1'
276.09'
TC OF
275.7'
275.7'
275.55'
TC CNT S
274.77'
GND
275.13'
CLF
275.19'
CLF
274.86'
CLF
HEADER BOARD
274.9'
HEADER BOARD
275.1'
275.5'
HEADER END
275.5'
275.9'
275.59'
GND
275.63'
PAD
275.92'
PAD
276.02'
PAD
276.19'
PAD
276.33'
PAD
276.42'
PAD
276.50'
PAD
276.55'
PAD
276.50'
PAD
276.49'
PAD
276.37'
PAD
276.34'
PAD
275.99'
PAD
276.12'
FS
8073
276.56'
SWING
8074
276.68'
SWING
8075
276.63'
SWING
8076
276.64'
SWING
279.11'
SWS TO BLD EAST
278.29'
SWS TO BLD EAST
279.12'
CLF
279.53'
AC
279.65'
AC
278.96'
AC
277.91'
DRAIN
277.07'
PIPE FL 4I
277.18'
DRAIN FL
277.20'
DRAIN FL
277.11'
FL15
277.02'
FL15
276.84'
FL15
277.75'
TOP
277.86'
TOP
277.53'
TOP
276.93'
TOP
276.97'
TOP2
277.22'
TOP2
277.34'
TOP2
275.68'
BLD
277.50'
BLD
277.40'
LOLLY 3I
277.40'
LOLLY 3I
277.42'
LOLLY 3I
277.41'
RAIL
277.58'
LOLLY 3I
278.37'
LOLLY 3I
279.15'
LOLLY 3I
278.38'
CNC
278.40'
EP
277.58'
CNC
277.40'
CNC
277.38'
CNC
277.38'
CNC
277.39'
CNC
277.50'
CNC
277.46'
EP
277.38'
EP
277.35'
EP
277.38'
EP
277.34'
AC
276.76'
AC
276.18'
AC
275.70'
AC
276.26'
AC
277.27'
AC
275.99'
AC
276.93'
AC
277.54'
BLD
277.50'
DOOR
277.48'
DOOR
277.48'
FF
277.50'
DOOR
277.48'
DOOR
277.48'
FF
277.48'
RAIL
277.52'
BLD
277.71'
LOLLY 3I
277.92'
DRAIN
278.01'
DRAIN
277.20'
FL1
277.24'
FL1
278.45'
LOLLY 3I
279.29'
LOLLY 3I
277.56'
CNC
277.76'
CNC
278.50'
CNC
279.27'
CNC
277.47'
CNC
277.51'
CNC
277.49'
CNC
277.52'
CNC
277.43'
FS
277.4'
276.6'
277.4'
278.1'
278.9'
279.9'
279.64'
CLF
280.1'
280.26'
SMH
279.5'
279.57'
SMH
278.9'
278.0'
277.6'
277.8'
277.9'
277.9'
278.3'
275.93'
PLAY
275.98'
PLAY
275.65'
PLAY
275.46'
PLAY
275.15'
PLAY
275.48'
PLAY
276.00'
PLAY
275.99'
PLAY
276.08'
PLAY
276.09'
PLAY
276.22'
PLAY
276.28'
PLAY
275.45'
TC
274.76'
GND
275.12'
GND
274.42'
GND
274.88'
GND
275.8'
276.5'
277.0'
8193
276.62'
SWING
8194
276.55'
SWING
279.82'
SCO 6I
280.05'
UGW3
280.05'
UGW3
280.03'
UGW3 TEE N-S-E
279.87'
WV 6I
279.89'
UGW3
280.12'
UGW3
280.29'
UGW3
280.28'
UGW3
280.35'
UGW3
280.72'
UGW3
280.24'
AC
280.20'
AC
279.78'
AC
279.62'
BLD
279.96'
BLD
279.94'
DS
280.06'
AC
280.17'
BLD
280.00'
BLD
280.01'
RAIL
280.01'
LOLLY 3I
280.00'
LOLLY 3I
279.98'
CNC
280.00'
EP
280.04'
EP
280.02'
EP
280.02'
RAIL
280.02'
CNC
280.09'
BLD
280.13'
DOOR
280.10'
DOOR
280.10'
FF
280.10'
CNC
280.05'
RAIL
280.07'
FOUNTAIN
280.05'
RAIL
280.29'
DS
280.29'
BLD
277.50'
BLD
277.47'
CNC
279.96'
CNC
279.95'
LOLLY 3I
279.97'
RAIL
279.96'
RAIL
280.13'
CNC
280.18'
CNC
280.17'
RAIL
280.61'
CNC
280.65'
CNC
280.66'
RAIL
280.72'
RAIL
280.76'
DOOR
280.77'
DOOR
280.83'
THRESH
280.34'
CNC
280.66'
GB
280.70'
GB
280.62'
GB
279.89'
SVLT .9X1.2
279.57'
PIPE FL 4I
279.63'
EP
280.00'
EP
280.04'
EP
279.89'
EP
279.97'
EP
279.96'
BLD
279.97'
LOLLY 3I
279.96'
CNC
280.09'
CNC
280.04'
BLD
280.09'
CNC
280.07'
CNC
279.96'
CNC
279.96'
CNC
280.04'
CNC
280.58'
CNC
280.57'
RAIL
280.53'
RAIL
280.42'
LOLLY 3I
280.54'
CNC
279.99'
EP
279.86'
EP
280.07'
RAIL
279.63'
CNC
276.98'
UGW
277.11'
UGW2
277.50'
UGW2
277.62'
UGW2
277.48'
RAIL
277.43'
UGW4
277.48'
UGW4
277.44'
UGW4
277.44'
UGW4
277.38'
UGW4
277.46'
RAIL
277.49'
RAIL
277.44'
FOUNTAIN
278.44'
UGW4
278.54'
RAIL POL
280.01'
UGW4
280.04'
UGW4
279.63'
EP
279.54'
EP
278.98'
AC
277.93'
AC
276.49'
AC
277.43'
PLR
277.43'
PLR
277.37'
LOLLY 3I
277.37'
RAIL
277.49'
CNC
277.43'
JOINT
277.36'
LOLLY 3I
277.47'
BLD
277.45'
BLD
277.26'
CNC POL
277.16'
TC15
277.41'
JOINT
277.42'
JOINT
SCO 1.3X.9
277.2'
277.52'
DOOR
277.51'
DOOR
277.50'
DOOR
277.50'
DOOR
277.51'
FS
277.51'
JOINT
277.1'
277.2'
277.39'
TDBL12TREE15
279.6'
278.6'
278.6'
278.72'
CNC
280.07'
DOOR
280.07'
DOOR
280.08'
FS
280.37'
WV 10I
279.92'
EPNL
SWITCH
280.36'
AC
279.9'
279.9'
HB
279.7'
278.2'
(275.52)
FS
(275.40)
FS
275
276
277
278
275.22
TC/FS
274.82
TC/FS
1.8%
1.8%
0.5%
0.5%
(1.5%)
276.65
TC/FS
276.25
TC/FS
0.5%
276.58
TC/FS
0.5%
1.8%
1.8%
1.9%
275.70
FS
275.56
FS
4:1
8:1
CITY OF CAMARILLO, CALIFORNIA
CALL TOLL FREE 1-800-422-4133
IMPORTANT NOTICE
ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE.
CONTRACTOR IS TO NOTIFY UNDERGROUND SERVICE
ALERT TWO WORKING DAYS PRIOR TO STARTING ANY
EXCAVATION OR RESURFACING.
W.O. 2002C
0
SCALE: 1"=100'
100
200
300
GRAPHIC SCALE
SITE IMPROVEMENT PLAN
MAIN PLAYGROUND REPLACEMENT PLANS
CAMARILLO HEIGHTS ELEMENTARY SCHOOL
35 CATALINA DRIVE
2
C-1
04/20/2022
2
GENERAL CONSTRUCTION NOTES THIS SHEET:
A.
REFER TO LEGEND, LIST OF SYMBOLS AND OTHER PLAN USE INFORMATION ON SHEET G-1.
B.
PROTECT ALL EXISTING UTILITIES WITHIN WORK AREA WHETHER SHOWN ON PLAN OR NOT; NOTIFY UNDERGROUND
SERVICE ALERT AT LEAST 2 WORKING DAYS IN ADVANCE OF BEGINNING EXCAVATION AT 1-500-422-4133.
C.
PROTECT EXISTING SCHOOL INFRASTRUCTURE WITHIN WORK AREA; INVESTIGATE WITH DISTRICT AND SCHOOL STAFF
THE LOCATIONS OF EXISTING BURIED CONDUITS, PIPELINES AND STRUCTURES WITHIN WORK AREA.
D.
RETAIN A LICENSED LAND SURVEYOR TO STAKE HORIZONTAL AND VERTICAL CONTROL FOR LAYOUT OF THE WORK,
FOR SURVEYING LOCATIONS OF EXISTING BURIED PIPELINES, CONDUITS AND STRUCTURES, AND FOR GRADE
CONFIRMATION WHERE REQUIRED DURING CONSTRUCTION.
CONFIRM CONTROL DATA WITH TOPOGRAPHIC MAPPING SURVEYOR (SIMPSON LAND SURVEYING) PRIOR TO STAKING
WORK. IN ADDITION, CHECK STAKING AT KEY LOCATIONS BY SCALING DISTANCES AND TAPING FROM EXISTING
FEATURES SHOWN ON PLAN.
E.
WHETHER OR NOT SPECIFICALLY CALLED FOR ON THE DRAWINGS, PROTECT FROM DAMAGE ALL EXISTING FEATURES
WITHIN AND IN THE VICINITY OF THE WORK AREA WHICH ARE NOT TO BE ALTERED BY PROPOSED WORK:
1.
DOCUMENT THE EXISTING CONDITION AND PROVIDE SUCH DOCUMENTATION TO OWNER'S CONSTRUCTION
REPRESENTATIVE PRIOR TO BEGINNING WORK.
2.
PROTECT DURING CONSTRUCTION FROM PHYSICAL AND ESTHETIC DAMAGE INCLUDING CRACKING, SCRAPING,
DEFORMING, SOILING, AND SPATTER FROM PAINT, CONCRETE OR ASPHALT EMULSION.
3.
RESTORE TO PRE-CONSTRUCTION CONDITION AND APPEARANCE TO SATISFACTION OF DISTRICT AT NO
ADDITIONAL COST TO DISTRICT.
APPROXIMATE LIMITS
OF GRADING, TYP.
SPECIFIC CONSTRUCTION NOTES THIS SHEET:
(NUMBERED ITEM BELOW CORRESPONDS TO NUMBER WITHIN HEXAGON ON DRAWING)
PROTECTIONS:
1
PROTECT EXISTING AC PAVEMENT TO REMAIN.
2
PROTECT EXISTING FENCE AND / OR GATE TO REMAIN.
3
PROTECT EXISTING LANDSCAPED AREA.
4
PROTECT EXISTING SEWER MANHOLE AND UNDERGROUND PIPES TO REMAIN.
5-9
NOT USED.
SITE IMPROVEMENTS:
10
CONSTRUCT SAWCUT LINE AS SHOWN ON PLAN AND REMOVE EXISTING PAVEMENT RUBBLE. PROTECT EDGE
OF SAWCUT UNTIL CONSTRUCTION OF CONFORMING IMPROVEMENTS.
11
CONSTRUCT FLUSH CONCRETE PLAYGROUND EDGING CURB PER DETAIL 1 THIS SHEET.
12
GRADE UNPAVED AREAS WITHIN LIMITS OF DISTURBANCE TO FINISH GRADES, FLOWLINES AND CONTOURS
PER PLAN TO PROVIDE PROPER DRAINAGE AND TO PROVIDE SMOOTH TRANSITION BETWEEN NEW AND
EXISTING IMPROVEMENTS. PROTECT EXISTING IRRIGATION LINES AND SPRINKLER HEADS. CONTRACTOR TO
FIX ALL LINES BROKEN DUE TO CONSTRUCTION. COORDINATE WITH DISTRICT ON EXACT LOCATIONS. GRASS
AREAS TO BE HYDROSEEDED AT END OF PROJECT.
13
INSTALL PLAYGROUND POURED IN PLACE (PIP) SURFACE PER MANUFACTURER'S RECOMMENDATIONS.
14
CONSTRUCT CONCRETE WITH THICKENED EDGE PER DETAIL 2 / CD-1.
15
CONSTRUCT CONCRETE JOINTS PER DETAIL 3 / CD-1, WHERE SHOWN ON PLAN. ALL JOINTS SHOWN ARE
CRACK CONTROL JOINTS OR CONSTRUCTION JOINTS UNLESS DESIGNATED "EJ" (EXPANSION JOINT).
16
INSTALL PLAYGROUND EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS.
PLAY AREA CONTAINMENT CURB DETAIL
NOT TO SCALE
1
1
2
2
2
4
4
3
3
3
3
10
11
11
11
12
12
12
12
13
13
13
14
15
SHT. OF
DESCRIPTION
REVISIONS
NO.
DATE
DATE:
2002_MAIN PLAYGROUND IMPROVEMENTS.DWG
PLOTTED: Thursday, April 21, 2022 11:13:43 AM
BY:
DATE:
F
A
IA
I
201 N. Calle Cesar Chavez, Suite 100
Santa Barbara, CA 93103
Telephone (805) 966-2224
No. 71335
C
IV
I
L
4/20/2022
16
16
80.67'
80.50'
6.90'
11.91'
16.8487'
7.0911'
17.2210'
17.1106'
X:\2020\20002\CAD\2002_MAIN PLAYGROUND IMPROVEMENTS.dwg, 4/21/2022 11:13:38 AM, CEderer
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Страница 314: ...Playground Equipment Maintenance Guidelines Page 13 of 13 NOTES...