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CITY OF RANCHO CUCAMONGA
TITLE SHEET
BERYL PARK SPORTS FIELD SCREEN
?OFESS/O
Underground Service Alert V.
ORE <1\
c::::)
Coll: TOLL rREE APPROVED BY: DATE:
(Qj C) CITY ENGINEER RICE: 24953
Ul IN 38893
Exp. 3-31-07
1 - 800 w V DESIGN PLAN PREPARED BY: RECOMMENDED
422- 4133 49 C1V\\- V.V.V- Aufbau Corp. 60D
DRAWN 639 W. BROADWAY SH9
TWO WORKING DAYS BEFORE YOU DIG Z� G.S./A.V. GLENDALE, CA 91204 OF 6
(818) 240-3655
NO. DESCRIPTION OF REVISION DATE CITY CHECKED RIAN V. VARTANIANS R.C.E. NO. 3889 DRAWING NO.
APPROVED: V.V.V. 2056
CITY OF RANCHO CUCAMONGA
J
Lwil A EA11
GENERAL NOTES
1 . All work shall conform to the City of Rancho Cucamonga Standard Drawings and the MATERIAL SPECIFICATIONS
Standard Specifications for Public Works Construction, (Green Book), 2003 Edition with 2004 ALL MATERIAL USED FOR THIS PROJECT SHALL BE NEW. ANY SUBSTITUTION OF
supplements. MATERIALS MUST MEET OR EXCEED ALL SPECIFICATIONS, AND BE APPROVED BY
2. Public and private utilities and substructures shown hereon are from available records.
THE CITY WITH NO EXCEPTIONS.
The contractor shall be responsible for protecting all utilities and substructures as ALL HARDWARE AND FITTINGS SHALL BE HOT—DIPPED GALVANIZED IN ACCORDANCE
shown within the construction limits of this project and shall be responsible for any WITH ASTM DESIGNATION A153 OR A123.
damage as a result of the construction operations.
3. The contractor shall notify Underground Service Alert 1 -800-422-4133 and the following ALL CABLE AND WIRE ROPE SHALL EQUAL OR EXCEED THE FOLLOWING:
utilities two working days prior to construction or regarding any problems. HORIZONTAL 5/16" CABLE TO BE 1 X 7 GALVANIZED STEEL STRAND CABLE,
MINIMUM BREAKING STRENGTH 11 ,200 LBS. ALL VERTICAL 1 /4" CABLE TO BE 1
Southern California Edison Co. (909) 357-6585 X 7 GALVANIZED STEEL, MINIMUM CABLE BREAKING STRENGTH 6,450 LBS.
Southern California Gas Co. (909) 335-7847
Verizon Communication (800) 469-6340 VERTICAL CABLE WILL BE INSTALLED AT THE FACE OF EACH POLE. HORIZONTAL
Cucamonga Valley Water District (909) 987-2591
CABLE WILL BE INSTALLED AT THE TOP MIDDLE AND BOTTOM OF THE BARRIER.
Charter Communication (909) 343-5171 ALL POLES SHALL MEET THE REQUIREMENTS OF THE LATEST REVISION OF ANSI
Metropolitan Water District (909) 217-6679 STANDARD 05. 1 SPECIFICATIONS AND DIMENSIONS FOR WOOD POLES. ALL POLES
4. For, inspection of this project, the Contractor shall Contact the Public Works Section SHALL HAVE FULL LENGTH PRESSURE TREATMENT WITH PENTA PER APWA P8 &P9—A TO A MINIMUM NET RETENTION OF 0.45 LBS PER CUBIC FOOT BY ASSAY
at 477-2740 Ext. 4077 two working days prior to the required inspection date. PER APWA C4—LA TEST STANDARDS. PLANT CERTIFICATES SHALL BE PROVIDED.
5. The contractor shall notify the City of Rancho Cucamonga Police Department, The City ALL POLES SHALL BE CLASS 1 , DOUGLAS—FIR, MEETING THE DIMENSIONS
of Rancho Cucamonga Fire Department and an affected school district, 72 hours prior SPECIFIED ON TABLE 8 OF ANSI 05. 1 -2002. REFERENCE IS MADE TO DETAIL "B"
9 P Y
to construction indicating any detour and/or road closures. ON SHEET 5 FOR THE MINIMUM REQUIRED DIAMETER OF THE POLE AT FINISH
SURFACE.
6. Contractor shall possess a vaild State of California Contractor License "Class A"
or "Class C- 13". NETTING SHALL HAVE 112" BRAIDED DARK COLOR PERIMETER ROPE, MINIMUM
4,200 LBS. BREAKING STRENGTH AND SNAPPED TO STEEL CABLE WITH FENCE
7. All pipelines or substructures of an kind telephone or ower poles, water meters valves,,
Y P P P
fire hydrants, etcetera, shown or not shown on these plans within the project limits RINGS AT 24 ON CENTER.
or in adjacent areas where improvement work is to be done, shall be removed, relocated, or NETTING SHALL BE K36T-13/4" BY WEST COAST NETTING, INC. OR APPROVED
protected in place as required at no extra cost to the City of Rancho Cucamonga. EQUAL MEETING THE BELOW MINIMUM REQUIREMENTS:
8. Any Contractor performing work on this project shall familiarize himself with the site and o MESH BREAKING STRENGTH: 252 LBS.
shall be solely responsible for any damage to existing facilities resulting directly or
indirectly for his operations, whether or not such facilities are shown on these plans. 0 TWINE TENSILE STRENGTH: 365 LBS.
9. Traffic control and safety shall be maintained by the Contractor in accordance with the
standard of the State of California Business Transportation and Housing Agency, Department 0 TWINE DIAMETER: 1 /16"
of Transportation ( Caltrans ) "State of California Manual of Traffic Controls for Construction
and "Maintenance Work Zone (S.A.F.T.) 1990 Editon, the special provision. Traffic control and 0 MESH SIZE: 1 3/4" SQUARE MESH
safety devices shall be placed and maintained to the satisfaction of the City Engineer. No such
devices shall be removed or relocated without approval of the City Engineer. 0 FLEXABAR (LATEX) TREATED FOR WEATHER AND ABRASION RESISTANCE
10. Prior to performing any excavation of the project the Contractor shall submit shoring drawings 0 UV STABILIZED
to the City Engineer for approval, if such shoring does not conform to the State of California
Construction Safety Orders dealing with excavations and trenches as issued by the Division of O COLOR: BLACK
Industrial Safety then shoring calculations and drawings shall be prepared by a California
Registered Civil Engineer.
11 . Estimate of quantities is provided by the Engineer solely for the convenience of the
Contractor. The Contractor shall make his own determination of construction quantities
before submitting a bid. Any item of work required by these plans which is not specifically
listed in the estimate of quantities shall be considered as included in the other items of work.
12. City approval of these plans does not relieve the Contractor from responsibility for the
correction of error and omission discovered during construction, upon request the required
plan revisions shall be promptly submitted to the City Engineer for approval.
13. Work site and exterior streets shall be kept in a neat, clean, and hazard free, orderly
state throughout construction site shall be cleaned upon request of the inspector.
14. Contractor's weekday working hours shall be between 7:00 a.m. and 3:30 p.m.
No construction is allowed on weekends.
CITY OF RANCHO CUCAMONGA
TITLE SHEET
BERYL PARK SPORTS FIELD SCREEN
5/,F/o f GENERAL NOTESIMATERIAL SPECIFICATIONS
91koFESS�C� APPROVED BY: DATE:
o N V CITY ENGINEER RCE: 24953
�4•��,?�P �y
y DESIGN PLAN PREPARED 9Y: RECOJAMENDED
Li No. 38893LO rn
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M V.V.V. Aufbau Corp. WD
W Exp. 3-31-07
* DRAWN 639 W. BROADWAY SH
sr�T CIVIL `P G•S•/A•V• GLE D LE, CA 3655 204 2 of 6
OF F CA��F CITY CHECKED ` DRAWING NO.
NO. DESCRIPTION OF REVISION DATE APPROVED: V.V.V. VARTAN V. VARTANIANS R.C.E. NO. 38893 2056
TOP OF 154.00 TOP OF NETTING
SOUND WALL 173.00 TOP OF NETTING 173.00 TOP OF NETTING
SEE DETAILS"A","B"VC" 163.00 TOP OF NETTING
134.70 TOP OF NETTING
SHEET 5 (TYP.)
SEE DETAILS"A","B"&"CN
180 MID CABLE SHEET 5 (TYP.)
170 173.00
TOP OF NETrnvG MID CABLE 163.00 TOP OF NETTING
163.00 TOP OF NETTING r MID
160
CABLE 160
150
(134.65)
150
140 (152.49) (150.43) (149.30)
(14e.07) (146.137) 140
$ 8 g 8 8 o g g — g a� — s $ — — — 8 — —g g — — 8 g — 8 _ _ _ — — — (140-93)— - - - - - - - (139.12) - - - - - (138.08) - - - - - - - (137_94) - — 130
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OF SOCCER FIELD ALIGNMENT EXISTING GROUND AT
SOUTH BORDER LINE EXISTING GROUND AT
OF SOCCER FIELD PROPOSED FENCE LINE
ALIGNMENT
PROFILE : FENCE "A"
SCALE :
HORIZONTAL 1 " = 30'
VERTICAL 1" = 30'
i SOCCER FIELD i I SOCCER FIELD
i NO. 4 i i NO. 3 _
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SOCCER FIELD i
i LIMIT OF CONSTRUCTION BORDER LINE LIMIT OF CONSTRUCTION i
ZONE I I (E.G.=119.67)
(E.G.=136.75) ZONE CMD SEWER EASEMENT i ! SOCCER FIELD SOCCER FIELD
% .90)
E.G.=126.98 I (E.G.=126S.D. - - -
BORDER LINE BORDER LINE LATERAL
(E.G.=135.75) � err
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"All
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LEGEND PLAN : FENCE A
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TEMPORARY BENCH MARK `'
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R CITY WILL REMOVE THOSE TREES MARKED R SCAL
E . 1n = 30 1 - 800
SHORTLY AFTER AWARD OF CONTRACT. TOP OF SANITARY SEWER MANHOLE COVER 422 - 4133
(S) - TREES MARKED (S) SHALL BE PROTECTED IN PLACE AT STATION 11+94.20 TWO WORKING DAYS BEFORE YOU DIG
BY THE CONTRACTOR AND CITY WILL TRIM AS NECESSARY
ELEVATION = 120.34
CITY OF RANCHO CUCAMONGA
FOR CONSTRUCTION OF SCREEN (FENCE).
- -
BERYL PARK SPORTS FIELD SCREEN
LIMIT OF CONSTRUCTION ZONE
NO CONSTRUCTION EQUIPMENT SHALL
ENTER AND NO CONSTRUCTION ACTIVITIES PLAN
"A"
SHALL OCCUR TO THE NORTH SIDE OF THE PLAN PROFILE
FipFESSO
LIMIT LINE a P N v "1�
APPROVED BY: DATE: �
, P CITY ENGINEER RCE: 24953
No. 38893 m DESIGN PUN PREPARED BY: RECOMMENDED
Uj Exp. 3-31-07 *
V.V.V. Aufbau Corp.
'rT CIVIL `P DRAWN 639 W. BROADWAY SHEfT
orf OF G.S./A.V. GLENDALE, CA 91204 3 OF 6
(818) 240-3655
N0. DESCRIPTION OF REVISION DATE
/ CITY CHECKED DRAWING N0.
/p/os APPROVED: V.V.V. VARTAN V. VARTANIANS R.C.E. NO. 2056
147.50 TOP OF NETTING
161.00 TOP OF NETTING
MID CABLE 156.00 TOP OF NETTING SEE DETAILS"A","8"VC"
156.00 TOP OF NETTING ,*TA"
160 156.00 TOP of NETTING 147.00
5 (lYP) 147.00 TOP OF NETTING
SHEET 5 (TYP.) 147.00 TOP OF NETTING 160
150 MID CABLE
14700 TOP OF NETTING MID CABLE 150
124.50 TOP�NETTING 140
140 0
130 SOUND WALL 130
(132.41)
120 (130.5fi) - - - (128.41)
s (128 87) (124.53) I
N A _ !R n _ ' JR ^ - $ - _� A _ _ _ _ _ _ . _ _ _ - -(123.79) - - - L 1 (121_ss) _ 110
11O v N ; 10 j � N I M '� � � �` FIN a� N 1,0: N p oO tV
/ M M •'+� b ? C b r b tl�0 a " m� M N APf� A ' 100
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OF SOCCER FIELD
ALIGNMENT SOUTH BORDER LINE PROPOSED FENCE LINE
OF SOCCER FIELD ALIGNMENT
PROFILE : FENCE "B"
SCALE :
HORIZONTAL 1" - 30'
VERTICAL 1 " = 30'
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SOCCER FIELD i i SOCCER FIELD i
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NO. 2 i i NO. ! i
i LIMIT OF CONSTRUCTION
LIMIT OF CONSTRUCTION SOCCER FIELD S,D. (E.G.=110. SOCCER FIELD
I I BORDER LINE ZONE I
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1. E.G.=119.67) CVWD SEWER ZONE BORDER LINE (E.G.=117.90) LATERAL (E.G.=108.93)
CER FIELD E.G.=128. S.D. EASEMENT CV1ND SEWER EASEMENT
SOC I ( -
BORDERLINEumw in FEN -
LATERAL - _
_ � '' ALIGNMENT � (107.9} �`� �
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- - - - - - - - - f 137. - - -5) - - (114.8) ( - - - J?D8� - - 108. - - - - - 08.E - - - �i07.6� j1II73� - -(Tm)- - -T06.9) i0s.>) -006.1) O
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(167)
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mw Z DETAIL "A" ON SHEET 5 FOR POLE LOCATION (TYP.)
w FOR POLE LOCATION (TYP.)
Cn m
LEGEND
(R) - CITY WILL REMOVE THOSE TREES MARKED (R)
TEMPORARY BENCH MARK
PLAN : FENCE "B"
CITY OF RANCHO CUCAMONGA
SHORTLY AFTER AWARD OF CONTRACT. TOP OF SANITARY SEWER MANHOLE COVER SCALE : 1 " - 30'
(S) - TREES MARKED (S) SHALL BE PROTECTED IN PLACE
AT STATION 11+94.20 - N BERYL PARK SPORTS FIELD SCREEN
BY THE CONTRACTOR AND CITY WILL TRIM AS NECESSARY ELEVATION = 120.34
FOR CONSTRUCTION OF SCREEN (FENCE). FENCE '•B"
- PLAN & PROFILE
- - LIMIT OF CONSTRUCTION ZONE
APPROVED BY: DATE: �!
NO CONSTRUCTION EQUIPMENT SHALL 979/0 JQRoFESS/oUnderground SiAlt �ti, RCE: 24953
ti erground ervce Alert CITY ENGINEER �L�LL�-�
ENTER AND NO CONSTRUCTION ACTIVITIES ��° �P" V '` °o YG DESIGN PUN PREPARED 9Y: RECO MENDED
SHALL OCCUR TO THE NORTH SIDE OF THE ,P ti Call: TOLL FREE
LIMIT LINE No. 38893 Z - V.V.V. Aufbau Corp.
� 1 8 O O DRAWN 639 W. BROADWAY sH
0. Exp. 3-31-07 ����
* * GLENDALE, CA 91204
G.S./AN. 4 OF 6
s r
422- 41 ,33 (818) 240-3655
C�V 1` � CIN CHECKED DRAWING NO.
F OF CA��� TWO WORKING DAYS BEFORE YOU DIG NO. DESCRIPTION OF REVISION DATE APPROVED: VARIAN V. VARTANIANS R.C.E. N0. 38893 2056
V.V.V.
FENCE "A" - POLE SCHEDULE
MIN. DEPTH APPROX. ELEVATION "A"
POLE I.D. POLE ELEV. "A" ELEV. "B" PER POLE SCHDULE
CLASS OF EMBEDMENT ABOVEGROUND TOP OF
( FT.) LENGTH NETTING THIS SHEET
( FT.) PER PROFILE
1A 1 12.0 17.7 154.7 147.6
2A 1 13.0 36.7 173.7 147.5 CENTERLINE
3A 1 13.0 37.7 173.7 147.0 OF POLE
4A 1 13.0 38.2 173.7 146.5 J STATION LINE -
1 W o 0 o NORTH EDGE OF SOUND WALL
5A 13.0 38.7 173.7 146.0 c Pz w
6A 1 13.0 39.7 173.7 145.4 0 z
w cnw w
7A 1 13.0 39.7 173.7 144.8 a a
0
8A 1 13.0 40.2 173.7 144.3 Z
9A 1 14.0 41 .2 173.7 143.8 0 0
10A 1 14.0 42.2 173.7 141 .9 EXISTING SOUND WALL w
11A 1 14.0 45.2 173.7 139.3 0
12A 1 13.0 37.7 163.7 138.3 a
ELEVATION "B"
13A 1 13.0 38.7 163.7 137.4BOTTOM OF PER POLE SCHDULE
14A 1 13.0 39.7 163.7 136.7 DETAIL "Aw NETTING THIS SHEET
15A 1 13.0 40.2 163.7 136.2 N .T.S.
16A 1 14.0 41 .2 163.7 135.7
17A 1 14.0 41 .3 163.7 135.6 / / /
18A 1 14.0 41 .2 163.7 135.6 I
19A 1 14.0 42.2 163.7 134.5 w I I
20A 1 14.0 43.7 163.7 132.9 o I I MAINTAIN MINIMUM
21A 1 12.0 20.2 138.7 132.4 m I I 13" POLE DIAMETER
w I I AT FINISH SURFACE
FENCE "B" - POLE SCHEDULE 0
I I
MIN. DEPTH APPROX. w
I I
POLE I.D. POLE ELEV. "A" " n
B ELEV. �
CLASS OF EMBEDMENT ABOVEGROUND
( FT.) LENGTH .
( FT.)
COMPACTED
1 B 1 12.0 22.3 148.2 139.5 NATRT-
2B 1 13.0 37.7 161 .7 137.9 /
DETAIL "B"
1 / N .T.S.
3 B 13.0 37.7 156.7 133.5 / .�
4 B 1 13.0 39.8 156.7 132.0
5 B 1 13.0 40.2 156.7 131 .0
I I /
J II / .
6B 1 13.0 40.3 156.7 130.0 SAND AC o"
1 I
7 B 13.0 40.8 156.7 129.2
1 � I I
8B 14.0 41 .2 156.7 128.4
1 W I I
9B 14.0 41 .5 156.7 127.4 cn
W
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10B 1 14.0 42.0 156.7 126.4
11B 1 14.0 43.2 156.7 125.2
12B 1 14.0 45.5 156.7 124.2 N 3r DIA.
13B 1 1 13.0 39.3 147.7 123.4 DETAIL "C"
CITY OF RANCHO CUCAMONGA
14B 13.0 40.0 147.7 122.8 BERYL PARK SPORTS FIELD SCREEN
15B 1 13.0 40.1 147.7 122.4 N.T.S.
16B 1 13.0 40.7 147.7 122.0 POLE SCHEDULE AND DETAILS
17B 1 14.0 41 .2 147.7 121 .5 g- rl 7f
18B 1 14.0 41 .8 147.7 120.5 o Q PNEvS��ti� APPROVED BY: / ✓��`�� DATE: l
� CITY ENGINEER �/ RCE: 24953
1 � It
19B 14.0 42.fi 147.7 119.6 9Z 0 DESIGN PLAN PREPARED W: RECOMMENDED
W No. 38893 z
m V.V.V. Aufbou Corp.
20B 1 12.0 20.3 125.2 119.3 Ewp. 3-31-07 .�
DRAWN 639 W. BROADWAY sH
cw\' �* G.S.�A.V. GLENDALE, CA 91204 5 of 6
OF ATF '' (818) 240-3655
CAI�f CITY CHECKED DRAWING NO.
NO. DESCRIPTION OF REVISION DATE APPROVED: V.V.V. VARIAN V. VARTANIANS R.C.E. NO. 38893 2056
5/8" EYEBOLT (GALVANIZED) GUY GRIP W/
WOOD NETTING
TOP & BOT. THIMBLE
POLES TYP.
5/16" CABLE
TOP
CABLE n s"
TOP
cAe�E
WOOD POLE
NETTING IS ATTACHED TO 3 CABLE CLAMP
MID CABLE THE CABLES VIA FENCE RINGS, ON \- 3 CABLE CLAMP
ALL HORIZONTAL AND VERTICAL 1/4" CABLE
CABLES. (SEE DETAIL THIS SHEET) 1/4" CABLE _1
Q
BOTTOM
CABLE �W
MID CABLE
5/16" CABLE GUY GRIP W/
THIMBLE
O O O
3 BOLT CLAMP
(3 PLACES TYP)
Q
ELEVATION-
5/8-
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TOP do BOT. 5/16' CABLE CABLEBoll 3 CABLE CLAMP
GUY GRIP W/
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/IVVVVVVZVVVVVVVV Nil\ -
ROPE BORDER AROUND
3 CABLE CLAMPS NETTING LACED IN AND
VVVV \JVV OUT OF EVERY MESH AT END POLE
ALL HORIZONTAL AND MID SPAN POLE
VERTICAL CABLE LOCATIONS
CABLE CONNECTION DETAILS
FENCE RINGS CABLE
24" O.C.
MAX. SPACING
GUY GRIP
NETTING
NETTING
ROPE BORDER
LACED IN NETTING
ROPE BORDER CABLE
LACED IN NETTING CITY OF RANCHO CUCAMONGA
#9 FENCE RING CID
C
(PRE LOAD) ' BERYL PARK SPORTS FIELD SCREEN
CABLE #9 FENCE RING DETAILS
(INSTALLED)
PROFESS/04
o N
v �� APPROVED BY: DATE:
�z CITY ENGINEER /alx-' RCE: 24953
NET CONNECTION DETAIL TO
� 2 �
� No. 38893 m Q
DESIGN PUN PREPARED BY: RECOMMENDED
w- Ezp. 3-31-07 ^' V.V.V. Aufbau Corp.
ROPE BORDER CABLE # * DRAWN 639 W. BROADWAY SHJT
�TgrF C1V1� ���� G.S./A v GLENDALE, CA 91204 6 of 6
OF \F (818) 240-3655
CITY CHECKED DRAWING NO.
y �/O N0. DESCRIPTION OF REVISION DATE APPROVED: V.V.V. VARTAN V. VARTANIANS R.C.E. NO. � 2056