HomeMy WebLinkAbout3894-8«"K pra .M .ILk ao
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11/'1
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THE BASIS OF BEAFMK3 IB BAs® ON THE Memo LY
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2.375
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eINI U•I ►�■ie
22g0 Wo dkm Ck d&
WN K Arnwldb 8r'rat
a�
ON F81AL. TAMC► MAP 000 .13750, FLIED BOOK 250,
1/4 OF SECTION Bi, BOITii OF TOWNSHIP 1 NOIITI�� RMK� a MIBBT, 8�M1 B@MMFDNO COI TY OF 8AN
C wom CA SMO
Arahsk% CA 92906
c a
AT PACK M TIFSIOUCW Qe, NCU Y� N THE
BENAFD/'10•
Ply (509) 279-4000
PF1r (7M4) aW1a2a
9,w
I.
6
Fw (600) 273-2100
Far• i714) OWU a
26.33
COUNTY, OEM NORTH 00'30'24' YAW.
Nn
ig
BENCH MARK:
DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
wl
•
ouMN
Dr■"•t•r
W" pw .rI &VA aw
v '
0
Al . m
OVER 1.50
900
(5"i
(30
LAW OF HEAMM
n w.
2270
11/'1
•' x rxa
THE BASIS OF BEAFMK3 IB BAs® ON THE Memo LY
2.720
2
2.375
0 o
1196x• • U■I IMI
-y
Gr1N>t Fb11
x4r11ILY s?+omm)
i ,,
TOIAIN* r 1 NORTK RANGE a M qff, aSM AS SHOWN
Irr rWKar
eINI U•I ►�■ie
wl
•
MOR` PR •••R 10 11■! MM aM
m • •YM Mme.
10 •; i
•AWJlE " •KV. GM
WALK GATE DETAILS
WAU 1 a
NOTES
1. ALL CHAIN LIM( FENCE MATEIL" Fill AIN) INSTALLATION SMALL Cowom TO
THE LATEST EDITION OF THE OEPARTWff OF TRANSPORTATION STANDARD
SPEdF1CATIDIM SECTION /0. -MACES' AILD THIS SPECIAL DMNNMP..
2. THE FENCE FANIC SHALL RA PLACED ON THE OUMWID FACING SSPE OF THE POSTS.
STRECHED TAUT, AILD SECURELY FASTENED, UNLESS OTHERWISE SHOWN ON THE PLANS.
3. CLEARAHM KTWEEN INOHT-OF-wAY AND FENCE FAMIC SHALL IE 6' LWM OTHERWISE
SHOW II ON THE PLANS.
4. ALL GATES SHALL OPEN INWARD. EXCEPT W OTHERWISE NOTED IN SPECIAL PROVISIONS.
r
S. ALL CHAIN LINK FENCE MATERIALS. FITTRIOS AND INSTALLATION SHALL COLIFORM TO
pr THE LATEST EDITION Of THE DEPOATMIXIT Of TMNSPORTATIOW STANOAMtD
�3 SPICNICATIONS. SECTION 60. 'FENCES' AND THIS SPECIAL DRAWING.
6. SECURE GALVAMMZED CAP TO POST MIRK 1/4' GALVANIZED ROUND MEAD RIVET. OR RACK WELD.
N 7. ADAISTARLE TIGHTENER SMALL E TUMMUCKLE OR E'OIIYALENT. HAVING A C YIMIY TAKEUP.
U 6. DIAMETER SIZE OF UNE. INTERMEDIATE. CORNER. END AND DATE POSTS TO RE AS SHOWN
ON THIS SPECIAL DRAWING.
3I S. ALL MOLTED HARDWARE KEYS SMALL ALSO M TACK WELDED IN SUCH A MANNER AS TO
PREVENT REMOVAL h UNMRNOMZED INNVMUALS.
N10. THE FENCE FANNC SHALL RA N GAUGE UNLESS OTHERWISE SPECWMDD.
C
m �. S.B.C.F.C.D. SPEC. DWG. I
Q�,oFEssroy��
o RRFys c
y
Lu No. 6606
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(ki&-)
E
()
itECORD DPA �S
OVER 1.50
900
(5"i
(30
LAW OF HEAMM
1.360
2270
11/'1
1.900
THE BASIS OF BEAFMK3 IB BAs® ON THE Memo LY
2.720
2
2.375
0 o
LME OF THE NORTHEAST OUARTER OF SECTION 23,
-y
Gr1N>t Fb11
ALBUS-�� AND ASSOC.
i ,,
TOIAIN* r 1 NORTK RANGE a M qff, aSM AS SHOWN
OEM A 8US IVISIM OF A PORTION OF THE NORTHEAST 1/4 OF SECTION 23 AND A PORTION OF THE NORTHWEST
22g0 Wo dkm Ck d&
WN K Arnwldb 8r'rat
a�
ON F81AL. TAMC► MAP 000 .13750, FLIED BOOK 250,
1/4 OF SECTION Bi, BOITii OF TOWNSHIP 1 NOIITI�� RMK� a MIBBT, 8�M1 B@MMFDNO COI TY OF 8AN
C wom CA SMO
Arahsk% CA 92906
c a
AT PACK M TIFSIOUCW Qe, NCU Y� N THE
BENAFD/'10•
Ply (509) 279-4000
PF1r (7M4) aW1a2a
9,w
I.
6
Fw (600) 273-2100
Far• i714) OWU a
26.33
COUNTY, OEM NORTH 00'30'24' YAW.
Nn
ig
BENCH MARK:
DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
r ,
U U
STANDARDS IN EFFECT.
DATE
ENGR.
CITY
DATE
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992".
TOLL FREE 1-800-227-2600
200
WALK +► 7`7
DRIVE GATE
MOR` PR •••R 10 11■! MM aM
m • •YM Mme.
10 •; i
•AWJlE " •KV. GM
WALK GATE DETAILS
WAU 1 a
NOTES
1. ALL CHAIN LIM( FENCE MATEIL" Fill AIN) INSTALLATION SMALL Cowom TO
THE LATEST EDITION OF THE OEPARTWff OF TRANSPORTATION STANDARD
SPEdF1CATIDIM SECTION /0. -MACES' AILD THIS SPECIAL DMNNMP..
2. THE FENCE FANIC SHALL RA PLACED ON THE OUMWID FACING SSPE OF THE POSTS.
STRECHED TAUT, AILD SECURELY FASTENED, UNLESS OTHERWISE SHOWN ON THE PLANS.
3. CLEARAHM KTWEEN INOHT-OF-wAY AND FENCE FAMIC SHALL IE 6' LWM OTHERWISE
SHOW II ON THE PLANS.
4. ALL GATES SHALL OPEN INWARD. EXCEPT W OTHERWISE NOTED IN SPECIAL PROVISIONS.
r
S. ALL CHAIN LINK FENCE MATERIALS. FITTRIOS AND INSTALLATION SHALL COLIFORM TO
pr THE LATEST EDITION Of THE DEPOATMIXIT Of TMNSPORTATIOW STANOAMtD
�3 SPICNICATIONS. SECTION 60. 'FENCES' AND THIS SPECIAL DRAWING.
6. SECURE GALVAMMZED CAP TO POST MIRK 1/4' GALVANIZED ROUND MEAD RIVET. OR RACK WELD.
N 7. ADAISTARLE TIGHTENER SMALL E TUMMUCKLE OR E'OIIYALENT. HAVING A C YIMIY TAKEUP.
U 6. DIAMETER SIZE OF UNE. INTERMEDIATE. CORNER. END AND DATE POSTS TO RE AS SHOWN
ON THIS SPECIAL DRAWING.
3I S. ALL MOLTED HARDWARE KEYS SMALL ALSO M TACK WELDED IN SUCH A MANNER AS TO
PREVENT REMOVAL h UNMRNOMZED INNVMUALS.
N10. THE FENCE FANNC SHALL RA N GAUGE UNLESS OTHERWISE SPECWMDD.
C
m �. S.B.C.F.C.D. SPEC. DWG. I
Q�,oFEssroy��
o RRFys c
y
Lu No. 6606
EXP.il-oI
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9
ouMN
Dr■"•t•r
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(ki&-)
E
()
itECORD DPA �S
OVER 1.50
900
(5"i
(30
LAW OF HEAMM
1.360
2270
11/'1
1.900
THE BASIS OF BEAFMK3 IB BAs® ON THE Memo LY
2.720
2
2.375
0 o
LME OF THE NORTHEAST OUARTER OF SECTION 23,
21/2
Gr1N>t Fb11
ALBUS-�� AND ASSOC.
i ,,
TOIAIN* r 1 NORTK RANGE a M qff, aSM AS SHOWN
OEM A 8US IVISIM OF A PORTION OF THE NORTHEAST 1/4 OF SECTION 23 AND A PORTION OF THE NORTHWEST
22g0 Wo dkm Ck d&
WN K Arnwldb 8r'rat
a�
ON F81AL. TAMC► MAP 000 .13750, FLIED BOOK 250,
1/4 OF SECTION Bi, BOITii OF TOWNSHIP 1 NOIITI�� RMK� a MIBBT, 8�M1 B@MMFDNO COI TY OF 8AN
C wom CA SMO
Arahsk% CA 92906
c a
AT PACK M TIFSIOUCW Qe, NCU Y� N THE
BENAFD/'10•
Ply (509) 279-4000
PF1r (7M4) aW1a2a
9,w
OF THE COUNTY FIECOR M OF SMI BEANWDNO
6
Fw (600) 273-2100
Far• i714) OWU a
26.33
COUNTY, OEM NORTH 00'30'24' YAW.
Nn
ig
BENCH MARK:
DESCRIBED BY METROPOLITAN WATER DISTRICT SO.
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
r ,
U U
STANDARDS IN EFFECT.
DATE
ENGR.
CITY
DATE
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992".
TOLL FREE 1-800-227-2600
200
WALK +► 7`7
PIPE MATERIAL LIST
N•mIfd
or.if.ar
(nch-)
ouMN
Dr■"•t•r
Ind"•
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(ki&-)
ft%t
pr Foot
Le..
()
(301)
OVER 1.50
900
(5"i
11/4
two
1.360
2270
11/'1
1.900
1.610
2.720
2
2.375
2.067
3.630
21/2
2673
2.400
5790
3
3.300
3.066
7.360
31/2
4.000
3.346
9.110
4
4.300
4.026
10.790
6
6.623
6.063
16.970
6
6.623
7.961
26.33
BARBED
45' ARM
CORWR OR
ENO POST
CORNER
POSTS USED
WiERE
FIE
_U If
DEFLECTION
GREATER
THAN 30'
- NOTE 4
50 ►rim (2") TO TOP CAP NOTE 1
J,. __. ter FABRIC a/
300
r7VW (v j
(12 If,% A I #`Chll^C
3 WIRES AT '25 mm f5-) OC
12(5/ mm;
irtjw) 1
TIE WIRE
GROUND LINE
H. m "-
. mm
1.50 (5')
750
OR LESS
(301)
OVER 1.50
900
(5"i
l //36"!
�.,. fi . fi .. i .. nlrt � IIS■ .�•. ! - MMI,yT Ir�
INTERMEDIATE POSTS USED AT
90 m ••SLOPE
•O AT GRACE CHANGES > 5
INTERMEDIATE SLOPEPOST
v.
,/''� •',Ili! '*N'
/ r�I i i !•♦•+ •!I!••
FOR .!.(8 -) INSTALL FENC OUTSIDE WALL
:;:t:�:i:;Ili :•:.;1;!
...... .l...♦
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. f • t
HEADWALL
FENCE -
VSE PIFE
RAIL
TE 6
HEAC)WA'-L
AMERICAN PUBLIC YMORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
`°""'"°'"'"`
� i600K(c omoorr L we .
CHAIN LINK FENCE AND GATES
11089
VA10MO PLAN
600-1
,�,,,1
I16v nss
SHEET T OF 3
VWM STANDARO >MEt2WICATM M>s FOR PUKX yM4iMM Co118TRiJCTION
O
CALIFORNIA 1992 RANCHO CUCAMONGA, NEAR THE
INTERSECTION OF SUMMIT AVE. AND CHERRY AVE. AT THE
CHAIN LINK FENCE AND GATES
ROD4
SHEET 3 OF 3
•waw�w•
s•w+s•i
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
:!:':•+ 1
1 �s*s
SCALE
No, GEN
937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324
O.S.TRACT
16325-1 &-2
W TE QUALITY BASIN "C"
_
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
! ! !
self#
♦♦♦##!s♦•sMAX•
! !
PREPARED BY. ARIC M. T ON R.C.E. NO. 66068
EXP. 0-06
CIV 1\- ��!
F
v o
SOUTHWEST CORNER OF CHERRY AVE. AND SUMMIT AVE. 101
~AAA04040kAAAplAAAAvm
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
E -6
FEET WEST OF THE CENTERLINE OF CHERRY AVE. AND 37
FEET SOUTH OF THE CENTERLINE OF SUMMIT AVE. SET FLUSH
DIAL TWO WORKING
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
/
.•,• mm
z
ON THE NORTHWEST CORNER OF A 10 FOOT WIDE
BEFORE DAYS BEFORE
YOU DIG YOU DIG
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
8
ENG E R.C.E. 51152 DATE:
PLUNGER CUP IN
&
CATCHBASIN 0.8 FOOT SOUTH OF CURB FACE. A STANDARD
STANDARDS IN EFFECT.
RECORD CRAYWIA166
57'Q9
�9MT
MWDSC 3 INCH BRASS DISK STAMPED "33A 1992".
TOLL FREE 1-800-227-2600
200
WALK +► 7`7
DRIVE GATE
•��
o °
NAVD 88 - 1508.56 (FEET)
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
ll"m
100 m
0M FfNt 46AW_ ft-'XSWFC0
P,/
aAMC
NOTES -
1. SECURE DRIVE -FIT GALVANIZED CAP TO DOST WITH 6 mm (1/4") ROUND --
HEAD RIVET.
2. H DENOTES FABRIC WIDTH AND NOMINAL FENCE HEIGHT. H = 1.5 m
(5') UNLESS OTHERWISE NOTED,
3. IF FENCE WTH TOP RAIL IS SPECIFIED. DELETE STEEL TENSION W'R£ AT
TOP, AND PIPE RAILS AT INTERMEDIATE. SLOPE. END AND CORNER POSTS,
EXPEND TENSION ROD TO TDP RAIL.
4. BARBED WIRE SHALL BE USED ONLY WHEN SPECIFIED_
5. POST SPACING IS MAXIMUM 3.0 m (10').
6. FILL CLEAR OPENINGS GREATER THAN 75 mm (3") WITH FABRIC. FOR
OPENINGS LESS ,THAN 450 mm (18"). TIE FABRIC TO POSTS,
7. USE ONE POST FOR COMBINED SLOPE AND CORNER POST IF TOP Or
CHANNEL WALL IS CONSTRUCTED AS SHOWN FOR "ALTERNATE".
S. STEEL SANDS AT TENSION BARS SHALL BE 3 mm X 25 mm (1/8" It '.").
MINIMUM. SPACED AT MAXIMUM 400 rnm (16").
9. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE
NOT EXACTLY EOUAL VALUES, IF METRIC UNITS ARE USED. ALL VA:.UES
USED FOR CONSTRUCTION SHALL BE METRIC VALUES, IF ENGLISH
UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL
BE ENGLISH VALUES. HOWEVER, ASTM 615 REINFORCING STEEL MAY B. -
SUBSTITUTED FOR ASTM 615V STEEL.
AMERICAN PUBLIC WORKS ASSOCIATON • SOUTHERN CALWORNIA CHAPTER
STAMQAW P'LAt4
tc
600 - 1
CHAIN LINK FENCE AND GATES
ROD4
SHEET 3 OF 3
BARBED WIRE NOTE
'RN
i•rrii�r•wirni
fitv
iw
GATE FABRIC
• POST 1.2 r" SAME AS FENCE
FAB
! i
RIF-
+�♦wr•♦♦s'rt ••stat.!!♦
•
! ! ♦ ! s
••!•!�
•«
♦ ! • •TENSION
ROD4
' ' •
•waw�w•
s•w+s•i
TIGH TENER
i a!w!
:!:':•+ 1
1 �s*s
SCALE
No, GEN
937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324
O.S.TRACT
16325-1 &-2
W TE QUALITY BASIN "C"
�!-! •
DESSGNED BY:
! ! !
self#
♦♦♦##!s♦•sMAX•
! !
PREPARED BY. ARIC M. T ON R.C.E. NO. 66068
EXP. 0-06
CIV 1\- ��!
F
Of BY:
OVER BY:
DRAWING NO.:
8
OF CAL\
/
.•,• mm
PLUNGER -s•
-
3894
8
ENG E R.C.E. 51152 DATE:
PLUNGER CUP IN
• •
POST 00
200
WALK +► 7`7
DRIVE GATE
100
100 m
POST
eAR
•.3
mrm
�
r !-125
-
m-
..
FOR LINE
.•
POSTS,
ELSE
i
• •* mm
�t
CHAIN AND LOCK
50 mm
L25 (I")
GREATER
_tMAN
PIPE
Ni
POST
D
�• mmSTL
PLATE
i
PLUNGER
ISOMETRIC
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANCAM PLAN
600-1
SKEET 2 OF 3
CHAIN LINK FENCE AND GATES
SEA"-ENGWEER
CITY OF FONTANA, CALIFORNIA
AEI�tCASCSTORM
DRAIN IMPROVEMENT PLANS
ARRC M. TOR �y
E IV G I N E E R I N C
DRAWN BY:
SCALE
No, GEN
937 SOUTH VIA LATA, SUITE 500 COLTON, CA 92324
O.S.TRACT
16325-1 &-2
W TE QUALITY BASIN "C"
AS SHOWN
DESSGNED BY:
DATE:
JUNE 2005
Exp. 06-30-
PH. (909) 783-0101 FAX (909) 783-0108
IL SHEET
PREPARED BY. ARIC M. T ON R.C.E. NO. 66068
EXP. 0-06
CIV 1\- ��!
F
Of BY:
OVER BY:
DRAWING NO.:
8
OF CAL\
/
-
pq�:�IF It
-
3894
8
ENG E R.C.E. 51152 DATE: