HomeMy WebLinkAbout2724-5DESIGN NOTES GENERAL .NOTES 4morl
""" awn
Length Length
De>1•et�1qNnHMsslf@00=
t nt d Strom Length N or multisb box cuwwfs drir IgM! r otivart calwrt
Bride Illusion Specification tet AIitMg Soo Me in plans os aeon times height with maximum cover our r
with rwtaNns b Caltransl root thus 1x51 RCS with q' or OK qxS NCS with . r -o., r-0" •1r•LIN!• TNN A•stass aR.ri
L&N 7••tMTtI fq V • LS E • 2.5 IL * 1) followed by altartmttves. •
Nhsr• D-Oeod Load Alternative& 1 bar •, "No Ywl rolNorow t trareeerw t, t ossrt
E=Earth UA Single cob Mart will be shpts u1M "Irl o • N "V r lengitudnsl bre i t tufa
L_=Live Load Invert". "flat Mwrt r "► k+wrt•'b N1lir�r
Pths
1 r tion to~ Multiple coir ~t we be vie unlssu "flit Invert" r • � `Y' �.M� specified. Ends of culvvenrot wM b• rounded uMeLUva shhoown uunlesWO " sss IdssIq ted 1-t W"la+s Sud teal wielNp+•I-rip mom R' 4" SFr Spa+ > 1')
MOOtruck moy txf alifforeM for Wet and outlet ends. Tetdt .........
Apply Impact only to the roof also. Ouarttttle& M tl� -- -- -- -. .. .•..---
Ouantltiae are far the stilted M vee irkgrt
Ere feet) do not Include "d" bars. nae mlesa In �, ,,t di*11ift � sttirlsr
Up to 1.0 bars. nor tettprature r•Inforcasent far expend ap•ti
U to 2.0 ZO roof, nor concrete or reinforcement far parapet► PART SECTION
cutoff waft or Dov notelet.
2.1 to 3A q Reinforcement Wacemen s e CIN- am ti PMT PIAN-Sf(EtI16f1
Over 3.0 0 Main reinforcement is to be pieced tralsewr r o • N me 1, skew woo PARAPET DETAA,
for curved culverts. redlaL ilntn -MW- + x�ay�w
No sur•aserge on walls due to 1ve e•L MW -
spacing of the "o , "f" and "p" hors Is � o Yes of 2 rite• , d1 Cover r it N S (fit
Earth IN the centerllne. Stopper splice• not shown, Wake •0►�
Earth pryilX es for two condition& Hooks may be rotated or t1t" Doe necessary. far ux t r height fir. Doli dsllMs fbMn
NO LB/CF vrtttql. e2 LB/CF horizonte` ctaaraxm. I -..r.
NO LB/CF vertical. NO LB/CF horizontA Special reinfreimennt coverag& Skew. • le 310
Uf5tt stra Box stondd-0 pins are net to b• up" for en/�srl� TO 0 TO ;
fb = 3t s Rq B o corrosive enviro.Mt r where there M a eeva+Ll Span 30°
fy • 6b KSI abrasivelde fbw conAtbn r In freKe-thw Noofbne. ,.-,q.-• f•, •e Ex /a" Exp Jt fMet. ••cure/ wills
n • 9 Stxeelat deslpgMM . . , b nob • M Yui= rpt A "M
Olatributlan "d" bare$ Required far culverts with conditions, foods. design bearYn� i' � � S me
Up to and including W ow4w pressures•or alzfs greater than those given on this plan dh 1. •e •5 011 OW*trt •tion Now
Ewre"w o , a peralls� of mn•I► •�1M•" Standard Plane D10 k OM. Also required for w ttlpy cif ,
reenAr•dt I� . mac !OR ks+l••e trefils culverts with uneCud .parr. Fr onlvrts &1111 iN•iI Ie•t/sp •5 •1 • f I etlnsr�y Nr t�
J� see the current AIgA design ap•alfieotitn. •i •T '1 �t wd e?stpere to � ry , +R ate Mef ie�MMNss
3 Fo more cot& ta' • • r4r r -O, Our 10' cover For culverts with more than two cies, do le bom Ml• PARAP'x�rtln• �ngl • OPTIONAL
reW In �g
4 • IM' mtarisws► and rOlnforoament for the standard "double bM (n
YY'e"roxboim abeasle.�eer.Ve• 3.1 .rhe carrverrCovradjust uxwntltics accordingly.REW%V RT XT N OKY - j'MIN COVER)
Exckaiem Nelght q' 20' QUL
ik•Ilr lox '
Compressive ranforcemOnt and negative-momant 1• L _
reduction (for continuity)do not apply, bodfof on ar portgot
E35q_
Arial loading an membri hes not bean Ott d ri& a U L gr /AON n i
CONSTRUCTION NOTES W L, I. TYPICALL;-"
CELL tt Ytft•tttlle-•I r ••f"ANm TraffN ` Iterapet
celmtrnrtten Iia& LE "O!,-----
3trutlbq re• aired as anew+ an St d f10R DESIGN BEARING PRESSURE (TSF>! .._ ... _ ._... .... &three •eMrM6 t Tr•ltlew'.0 •
Strutting
•-Pw ,
E ex �MOa op w IS rosin dl et/s•Pi •ISOs r.� �• � »
•� TatalS S",
MO Tett t
Noe'•xoernlllw JebtAw 00 be Pat sit! r-0" � T
tt vl, RCS ERMINOLOGY
covu'r Is lest than aper to gth- ___�....�
Itheepp/vt"�dxo eon. Jobs andpp1o1f�a�30' center Tap t H- Cam Sorrier Type 70
3-2. Standard Plan SO -3. of 30' otwfete /MM •dale TetalZ b2. if neae4••q
roodwoy Irmo. Solis }= 365 PON
tll+sn ce "Iixpmoanr�eIon�'a'joi joint ffN:r at 30•t centers and PART PLAN-SECTIONI* :rokom
ws too 11111W PART PLAN yr-�A s e1 0 ILIVL �
additional '/_' expormion joints of locations of charms M
In foundation choroctr, as directed by the E nI&. Mrd
Construction joint& lint
Temporary joints way be persoitted if normal (or re" to I fa N trar wv% TNN/ M tifw T or � TI. if j r
rL of RCIL Othrwlol�aa.. the contractor k to suAedt o •y" these !•atlr i�' 111+
Pr"
fir coo OWNratlan. ■165
Cutoff wafer
Q.if <see
<' cutoff web are to be ttreutdld at MN aliilAr 0ut1 'Y• two. til• "fMRIff:T f&WONCDWP" Nob
unless adleoent con- b Mu d ani unlMe otherwise sh owhy "+ ! For span > I' (tl
EoTThe crit ore to be extended If scour conditions warrefw. ! spread 'b" 1 ver' • W BARRIER SECTION (30' MINIMiAE
See Standard Plan "M tarts or cut. a.��
SockfNr a,-0„ ! n.ee.e.ry. A wt► •tibr 1 s.�r t STATE OF CALf�dINA
nidi.vel:re$:1'lliNwlw`w,+wit'Ifli'1tIrIT�r. , ,rY ��-+/ SKPARPECIALTDR E AILS
LONGITUDINAL SECTION PART LONGITUDINAL SECTIM _ CAST -IN-PLACE
UTILITY OPENING -WALL REINFORCED CONCRETi
W Arlt of 6" BOX CULVERT:
Adjeeewt to •as# go of ilio ape oo prf•• owe MISCELLANEOUS DETAILS
eoutvaMnt to half the Interrupt" main relnhra•mwli, No Scm
AST IN PLACE PARAPET,
REF: CALTRANS STD. DWG. NO. D82
31.65'
ALONG FACE OF EX CHANNEL WALL
19.73' mw
ALONG FACE ALONG FACE
O J of J 00 J
0000 0
Of 1.
mow' �`� ��
to
N N N
EX TOP OF
CHANNEL
- - - - - - -----------
? REMOVAI L�riiT . �-
:CUT El
EXISTING STEEL' •
3 .' AT CENTER AND BEND- -T.-.`.. REMOVE TO
a ••'I T NEN. CONSTRUCTION EX STARTER WALL
EX CIRANNEL H
INVERT
-�':I �,. -7-ZZ --_I_III-CTT_I_III - T_I_II Z'-- - - - �Z--
EX FOOTING
TO REMAIN
PROFILE VIEW
REMOVAL- DETAIL
0000• JJ
O e-
N/ -BEND EX HORIZONTAL
STEEL INTO NEW BOX
WALL,
EX TOP OF
STARTER WALL
95 CONTINUOUS
AT EACH BOND
BEAM TYP. SEE
NOTE 14 -�
TOP Of FOOTtl"
ELEV. PER PLANS
(TYP.)
SLOPE
CONTROL
POINTAzo-0
FOOTNIQ SARI
•4ala�'
JL
12• I a
MORTAR CAIS
f
-SEE NOTE 1
TYP.
A
SEE NOTES m4
z ca
o
TYPE
MORT�t CAIr�
95 CONTINUOUS
AT EACH BOND
BEAM TYP. SEE
NO TE 14
SEE NOTE I
TYP
•zoo SEE
4D NOTE 5-,
We
TYPE_ 1
t
Lir
NOTE S
E
05 CONTINUOUS
AT EACH BOND
BEAM TYP. SEE
NOW 14-
CONSTRUCT PARAPET
9
PER CALTRANS STD DETAIL D82
EXTEND EX STEEL
' OUTSIDE
o R.C. BOX
INTO NEW PARAPET,
o
o(0
•s�sea•1• PW
? nae as ■
oe-
N �- TOP OF N� e-
-\
EX TOP OF
PARAPET
CHANNEL
,*,. • �.- 3
17 • ,7. _
'%4�
INSIDE 12'x7'
EXPANSI
R.C. BOX
MATERIAL
F
h
4 EL 1045.75
EX CHAMEL
INVERT N
- '
_
''- ,I_ Iy1T_T_I_ - �TT_I_III T_I_IIIl
yy.
J
(1045.16)
EX FOOTING BEND EX
STEEL INTO /EL
TO REMAIN NEW BOX
BOTTOM,
30"
TYPICAL PROFILE VIEW
#4048*
CONNECTION DETAIL
0000• JJ
O e-
N/ -BEND EX HORIZONTAL
STEEL INTO NEW BOX
WALL,
EX TOP OF
STARTER WALL
95 CONTINUOUS
AT EACH BOND
BEAM TYP. SEE
NOTE 14 -�
TOP Of FOOTtl"
ELEV. PER PLANS
(TYP.)
SLOPE
CONTROL
POINTAzo-0
FOOTNIQ SARI
•4ala�'
JL
12• I a
MORTAR CAIS
f
-SEE NOTE 1
TYP.
A
SEE NOTES m4
z ca
o
TYPE
MORT�t CAIr�
95 CONTINUOUS
AT EACH BOND
BEAM TYP. SEE
NO TE 14
SEE NOTE I
TYP
•zoo SEE
4D NOTE 5-,
We
TYPE_ 1
t
Lir
NOTE S
E
05 CONTINUOUS
AT EACH BOND
BEAM TYP. SEE
NOW 14-
SEE NOTE 3
= SLOPE
CONTROL
POINT
SLOPED 2= t
MAX
SEEP TE 3
SEE NOTE 21
C
TYP
i= TAN CAP
.O
V
SLOPE
CON T4ft
POINT
SEE i+IQTE 2
.AN PUS IC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTEN
A
9
SEE NOTE 5
W
FORCED CONCRETE BLOCK WALL
10 0
V�f1 w`ii
� •
•s�sea•1• PW
? nae as ■
FOOTING
SEE NOTE 3
= SLOPE
CONTROL
POINT
SLOPED 2= t
MAX
SEEP TE 3
SEE NOTE 21
C
TYP
i= TAN CAP
.O
V
SLOPE
CON T4ft
POINT
SEE i+IQTE 2
.AN PUS IC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTEN
STANDARD PLAN
601.0
REINFORCED CONCRETE BLOCK WALL
STAMOARO Pum
PROMULGATED BYT THE APWA AGC
� CQCPiRATpiif 401YIti�E@
FORCED CONCRETE BLOCK WALL
10 0
V�f1 w`ii
ror-O'sid it
•s�sea•1• PW
? nae as ■
FOOTING
UK Wet STANMW SPECW"TIOM6 FOR PU c W WS
CUTOFF
SKEET 1 OF s
7'x12' R.C. BOX
CONSTRUCTION NOTES:
Ba CONST. CONCRETE BLOCK WALL PER SECTION "A" ON SHT 3.
10 CONST. PARAPET PER CALTRANS SID. PLAN Dat AND HEREON.
12 CONST. 6' CHAIN LINK FENCE PER A.P. W.A. STD. PLAN N0. 600-1
AND DETAIL HEREON.
EXISTING CHANNEL WALL
00
r--
i
/
EXi 240+50
EXISTING CHANNEL fc
v
240+61.48 C
C
• r
C
PUN VIEW
SIDE INLET DETAILS.
O QppFESS/pNq` �
y�@� •� J. Q/�9� Fye ,. I• C,, ;'
W m BY "?~ DATE
W. NO. C42723 7D
* EXP 313104V A E IMC gRAWVM RAVE BEEN P WMED BASED 00
&J q,xOXAL o��•P &WTION P6iDIiIDED 8V OTUM T06 ENGINEER PIAN
OF C +40 VERIFIED IN ADCIIO W OF wo wCmiA eo As
EtA
REVISIONS
-
*MIN. REINF. FOR SEISMIC ZONES NO.3 AND NO -4
60WALL - #4032" O.C.
80WALL - #4024. O.C. OR #50320 O.C.
AMERICAN PUKX WORKS ASSOCIATION - SOUTHERN CAUFORNIA CHAPTER
STANDARD PLAN
601.0
REINFORCED CONCRETE BLOCK WALL
LATERAL LOAD = 10 PSF
sWU3OFB
i�rNacult Nim eM Tfws tried
STEM
ror-O'sid it
•s�sea•1• PW
? nae as ■
FOOTING
REINFORCING BARS
CUTOFF
SPACING. INCHES O.C.
H
five- wrf Mfa --T
t
T
WI
W2
F
h
A
B
C
61 -Ow
yy.
J
6"
10"
1' -6"
1' -60
20-4m
30"
#4048*
#4048*
04048
84-00
8"
12"
2# -Om
V-10"
2'-10"
30"
04048*
*4048*
04048
100-06
8"
12"
20-106
2' -4"
3'-30
30"
#4032*
#4032*
•4032
*MIN. REINF. FOR SEISMIC ZONES NO.3 AND NO -4
60WALL - #4032" O.C.
80WALL - #4024. O.C. OR #50320 O.C.
AMERICAN PUKX WORKS ASSOCIATION - SOUTHERN CAUFORNIA CHAPTER
STANDARD PLAN
601.0
REINFORCED CONCRETE BLOCK WALL
LATERAL LOAD = 15 PSF
sWU3OFB
i�rNacult Nim eM Tfws tried
STEM
ror-O'sid it
•s�sea•1• PW
? nae as ■
FOOTING
REINFORCING BARS
CUTOFF
SPACING, INCHES O.C.
H
five- wrf Mfa --T
t
T
WI
W2
F
h
A
B
C
64-06
yy.
J
6'
100
20-00
1' -10"
21-9m
30"
04040*
04040*
04048
81-06
80
120
26-80
21-4m
3'-3§
30"
•4032*
•4032*
#4032
104-08
8"
12"
31-6"
3'-0'
1 3'-9-
1 300
104032EFI,04032*
#4032*
1 05032
*MIN. REINF. FOR SEISMIC ZONES NO.3 AND NO -4
60WALL - #4032" O.C.
80WALL - #4024. O.C. OR #50320 O.C.
AMERICAN PUKX WORKS ASSOCIATION - SOUTHERN CAUFORNIA CHAPTER
STANDARD PLAN
601.0
REINFORCED CONCRETE BLOCK WALL
LATERAL LOAD = 20 PSF
sWU3OFB
i�rNacult Nim eM Tfws tried
STEM
ror-O'sid it
•s�sea•1• PW
? nae as ■
FOOTING
REINFORCING BARS
CUTOFF
SPACING, INCHES O.C.
H
five- wrf Mfa --T
t
T
Wt
W2
F
h
A
B
C
60-00
yy.
J
60
12"
20-6"
22-2*
3' -I0
25"
•5032
#4032
04048
80-00
8"
120
Y-20
21-86
31-80
300
#4032EF
#4032*
•4032
104-08
80
120
41-2m
3' -40
4#-26
42'
#5032EF
#4032*
•:+5032
*MIN. REINF. FOR SEISMIC ZONES NO.3 AND NO -4
60WALL - #4032" O.C.
80WALL - #4024. O.C. OR #50320 O.C.
AMERICAN PUKX WORKS ASSOCIATION - SOUTHERN CAUFORNIA CHAPTER
STANDARD PLAN
601.0
REINFORCED CONCRETE BLOCK WALL
LATERAL LOAD = 25 PSF
sWU3OFB
i�rNacult Nim eM Tfws tried
STEM
ror-O'sid it
•s�sea•1• PW
? nae as ■
FOOTING
REINFORCING BARS
CUTOFF
SPACING. INCHES O.C.
H
five- wrf Mfa --T
t
T
WI
W2
F
h
A
B
C
60-00
yy.
J
6'
120
2S-96
21-6a
36-4m
250
#5016
#4032
94032
84-08
80
12"
3'-86
31-06
4' -00
3.00
#4032EF
#4032*
#4032
10-0078
'
12' _T
4' -8'
3' -8'
4' -7'
50'
#5016EF
#4032*
#4024
*MIN. REINF. FOR SEISMIC ZONES NO.3 AND NO -4
60WALL - #4032" O.C.
80WALL - #4024. O.C. OR #50320 O.C.
AMERICAN PUKX WORKS ASSOCIATION - SOUTHERN CAUFORNIA CHAPTER
STANDARD PLAN
601.0
REINFORCED CONCRETE BLOCK WALL
--
sWU3OFB
ler-o'
omd Truss 10awa1 to We
•rd is "a# weals"
dee or a
IC- or Spec
GENERAL NOTES
I. GROUND LINE TO BE AT THE SAME ELEVATION ON BOTH SIDES OF THE
WALL. WALL SHALL NOT BE USED TO RETAIN EARTH.
2. DISTANCE OF THE FOOTING FROM DESCENDING SLOPE SHALL BE PER
UBC SECTION 2907(d)3 OR PER AGENCY REQUIREMENTS.
3. ALL CONCRETE SHALL BE POURED IN ACCORDANCE WiTH SSPWC SECT.
300-3.3.
4. SPECIAL INSPECTION iS NOT REQUIRED FOR WALLS.
5. PROVIDE FULL MORTAR BED AT THE BOTTOM OF THE FIRST COURSE
AND OMIT MORTAR BETWEEN VERTICAL JOINTS OF FIRST COURSE.
6. FOR TYPE OF BLOCKS. BOND PATTERN AND JOINT FINISH. SEE PLAN.
7. WHEN BLOCKS ARE LAID iN STACKED BOND. CONTINUOUS JOINT
REINFORCEMENT SPACED AT 4' -Om O.C. SHALL BE PROVIDED IN
ADDITION TO THE BOND BEAM REINFORCEMENT.
LOCATE REINFORCEMENT IN JOINTS. THAT ARE APPROXIMATE MIDPOINT
BETWEEN BOND BEAMS.
8. GROUT ALL CELLS WiTH REINFORCING BARS.
9. HORIZONTAL JOINTS SHALL BE TOOLED CONCAVE OR WEATHERED.
VERTICAL JOINTS SHALL BE TOOLED CONCAVE OR RAKED.
WEATHERED AND RAKED JOINTS ARE NOT PERMITTED FOR SLUMPED
BLOCKS.
10. HQtLOW- MASONRY UNiTS...ASTM C-90. GRADE N. TYPE i OR 11,
NORMAL WEIGHT UNITS WiTH MAXIMUM LINEAR SHRINKAGE OF 0.06%. -
MORTAR ... 1:1/22:4 1/2 PORTLAND CEMENT -
LIME -SAND RATIO.
GROUT..... 1:3:2 PORTLAND CEMENT -SAND -PEA GRAVEL RATIO.
2,000 PSI
11. REINFORCING SHALL BE LAPPED A MINIMUM 40 BAR DIA. GRADE 40
UNLESS NOTED OTHERWISE PER SSPWC SECTION 201-2• JOINT
REINFORCING WIRE: ASTM A82.
12. USE TABULAR INFORMATION FOR THE NEXT HIGHER H FOR
INTERMEDIATE WALL HEIGHTS THAT ARE BETWEEN THE H'S GIVEN.
13. BOND BEAMS SHALL BE PLACED AT TOP OF WALL AND SUBSEQUENTLY
SPACED NOT TO EXCEED 4'-0* O.C. BELOW.
14. THE BLOCK WALL SHALL BE CONSTRUCTED IN ACCORDANCE WITH
SSPWC SECTION 303-4.1.
15. CONCRETE SHALL BE 500-C-2500 PER SSPWC SECTION 201-2.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDPAD MAN
601-0
REINFORCED CONCRETE BLOCK WALL
--
s"affsoP5
A ; A\ Eli 2 m 612 k ►1- -
2 �-Ir S-" "-I
So t�
--
-.id-d
Rod Wait eTtwoo Ana
i�rNacult Nim eM Tfws tried
ror-O'sid it
•s�sea•1• PW
? nae as ■
L310
A tel. "0 ane a f
WHO
NtN r.tn pity Cap
t72
five- wrf Mfa --T
2017
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.: '<: •.. � .•;:
:itis:
t• 12' • t
SYS
te. NN •
aOL
ti
Is wows 09
3? 4000
;�•'
3�* *a Tommisom nod
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4 026
% ins hht"s (See wolf 7)
.;'�: •.
.:.
lothe 6 each
03j-*Q"xl Imam
- - - - \
; :: ;:{;:
.. , - •
.♦.
- - 7 M sMN-+tell tfwwA_
:' ;:::: •::: ::::: ;;
'•�:`v � ��' ' ' ..
PIPE MATFRIAi I iST
l/ewereal Ctirls.da
Deemeter Doom•.«
tketloasl ilmsto,�
in
Doaw•aem
ilmuasl
10.4..1
►« feel
I1/4 1.6m
L310
2.27
141 t.soo
tsto
t72
2 2 375
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21/2 2.673
2469
SYS
3 3 !0o
3 Oil
754
3? 4000
3540
!N
4 s 500
4 026
0 79
6 6.6"
6065
1197
N 6Gas
790
26"
GQ poll''� "" �` "a GENERAL NOTES
i S i, awn& Na. s ! - •Id sIl gale pe. st1 gaiv /•i• t sera, M s r- std •
wiMair t • rsrA t« et• Looe stof/eve« My pipe wain low tap
0ehe .ye ! M r ::• _ .r T-iisi :wa hal - •. .r ,{•
< 1 wfm MoMI-- - r} ,�. y 'f:y': ::. $� :<•` '�'�ti '- 011 i_�=_ s .. 4.'I:' i4�•.• l AN CMi" Lek f~ MfOfbk. fghlwgs and imst~i@s shelf 904 t•
"" �.� 3• w. « ti• .tw. I :}y t M of low of t • Tr t tatba SlanNtd
• ; ,• • :;. Tow r Sp b a on see• peen w"w1iM t1w
/ ` / : i 4.: C•d - Ont for . i. •i/,•: 3 -{�
't' ,ti •. �• �3 /S da• aiM Rai S.eti/itNiMm. 3asMea K awaN tpeseM bwlN6
a I•mill {:?. ..�. ♦. CIN.& 6 Lath• i'. .�'`C• y'•:..4 snob atpsleMe tirlNwM % •.v a •
:I i• f (f »I Ir 6-
. 4 : f Posts -
14m s. et s may;:, f: f end f.Ibwp.Sea w•N 11 } is .'• • _. TM / wcf IaMk sMN N ftc d eve the aMww.d Mdq Wt •f tie
.:{ •{,! ?.. r f:.< •: :... !:•::v- !h' {.v. ♦ 1 h t testnwOd. Nmass otherwise a%~ M the Visa
f%�j • }: ' . c r►:4 Y • ;yr�`: ^y': . •stAsa «t, .aa .«•tar
o4000,010006
1 �•
t Vii: •:} �V.- Z :�� f `�' :i �_ : � • �•: y�:�j • : •: y .I•i •. .
/% :. '•3!:7 • Cleorowtf be ~ ef- art face Mirk qt•w be it Waite
y �:y. ,♦ �f v: / I r.. 4 �C• :<•. a 1:. • •:{•.: slip - ••Ur
' •t' ' l ' '`' :{ :: -:♦Y s' ::.x h:: - < ' �::4:; .:�<• et#..,•.e tU..w an the ybue.
:�:. tl• trprW sate$ teweraw \��'�::-{�:•:, { r:..':. •: ; f - !• tlestti Tt '
.; : •r
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as directed t7 the Ewtpwa«DOUBLE DRiVE GATE DETAIL I Adjustable tigAMees tb•M M I+I SbNLMS W @$SAW • -%Gwiml e
i• ssleonwrm w►awp�
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Typical Reit owd Ttuaa PVaal Clow 0*arwg Typk41 RM tied Truss 1<ewsl sm io"we e• IAN 3064601 0restiwg.
caw Doe it -mom do t .
r1f
te •es+ ape d•• . St•O •N i M btlasnf Inrtrdrreq Nessa aAdl Dow M AtU aNdsd >A seals • mnwrnst N l•
sed gae rhe vete : proem "me al by wwe•M&is d mdfaiMMe.
flee a Irl. waive. o to lrotwf/"900=weft Ad+ ate satw, tN -
;♦ • 11 a erre ties "♦i ;�; ' % :� IQ AN fence t•brk sAffl how 14 *4& Mritfrrlatiy 0e0147 airoi itslsi pea
t 2roosw ieaid f. d f:tfv N tet (eMk. TAO PMrM be t MIF -1001" +ye aawa •
roil41�rs�►«wd
surest. A!lw Pewee febris seat Men 0"144. a S000016 of trail. ,eimt sko be
-� :, ♦ �� riff: '{y • {:'' �� ties* to *4 Stu f)anerdiwe County Flood Contest Oietriat. Ctlarelre•e
' i , e �ee eteeg e i tKemN•s.
Cut - OYI /« : ` � I 3j• Die TfwsN11 R~t • sa1A ter •! nertte Pfiw situate
•-. :� ': :.=:i:•:: � ;ti �wwu/.clow of
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VMS' i tT�'r . '. anti fittiwp tjoe wMe A
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S ; y 12 VC s r mil►-- / > ;. t tibio#,
;;♦ ::,.
.•' f of 16' met. e.t: r/Y ��d'-''•� f'+'� ASAN BERNARDINO COUNTY
?*a bil,w de«^r- Tr. ttbrit � �• %k �-AV.
t• FLOOD CONTROL DISTRICT
•'
V_ •t N p. wife tees 10&0Wirt
1& watb • •i to Ise 0.4 �•' • •,00 W^ ettaeaMi �
•I r• (total 6 600,nge. sera toot o '.. •.' bottom et • "• , '.a1: + .
Irststl /wM MVISKt/eS OId&" M OATS
•'J•' ttec t - geaaly !e • C. • .� +; . 1t erma s•M -. • M 7Meo %>
f.ecedl 1ti•baer0 '.��.. 165•.r i' ifSo.or O ' ---- A. N
I•ta o Ile c 3
sof ESsiti TAi CH IN LINK FENCE _ __.. _ __
SPEC oRw� z L0
WALK GATE DE L- IT CL -0.72' FABR,CI
V E RE, �•9_ -
+.w Z
W - .. CHAIN LINK FENCE to
•� �. 12 to
* Exp "` REF: A.P.W.A. STD. DWG. NO. 600-1
V
ry
IL
Of 1F0 �
C �
CITY OF FONTANA, CALIFORNIA
1 02 V2W
V• DRAWN BY SCALE:
VMS NONE0 r 'A n
Civil gineering to Planning to Surveying to Public Works DESIGNED BY
STORM GRAIN DETAILS
Lri
545 ntain Ave., S . 106 - Upland, CA 91786-9997. 909- 8 -7777 VMS CHECKED OLEANDERS AVENUE DATE: T
HAG BY TRACT N0. 14758 6/30/98 rn
` JOB N0. gt DR. NO. SHT. NO. o
APPROVED `
I
APPROVAL DATE APPROVALl DATE STE REINER R.C.E. 41308 EXP. 3/31/99 DATE: 5147 �� CITY ENGINEER R.C.E. 25126 272-+ 5 6
o