HomeMy WebLinkAbout4086-14Loot. ----I FW dos%n ioo coses
I It Yin
outfor My gr
too of ZSCOD Intersection
0
Awwrate 6003 of top of
wall oro 4hown elsewhere ECS
%V a 400 M -
(Is a 1`61
to Exterior 16 5mm
foce M
Verfr,%d--- (?)o *0 gel (oA,-
5bor 10
N1
•Oat tar face 1
MMnqnM]=
"ns
joint
T.-150 0. "(61)
1 7 to dues °
CW
'\,SM tl�slw 84M
orl 0 400 Mai V
400 kN (45 Ton) PILE FOOTING SECTION
—Short, OC
RotnfortO"nt dotored 13 to be pWod fn oddiflon
to thot "wn for wood footIrlo. All plies not
GurX90 W3 -=4zz- "vn. $00 Plfo bayout M other Whoote.
fill'R lis sera fit%2
alt, D(301111
1
cor*w joint
Stop
50 rj ell
IM 0 4Q0 ieatl
50 M 5 0 t6l
or
(21cloor
W30 �2
30 orale a.
IMI
4, 1 LS kP 0 -i
`--o f fso T J!- e= (ina Love$ Owl wm Po,�T $KU Wlf-K
Mlrtf��o Lot 200 woto'st6fo,
W Mal Orl U?n 0s thown vw
Woo
OSS *0 rrm M1 erad FG
AwlREP 44VIL
"I'll, I
cSton osonstructed r -F I �#
suff1cfently , 150 M (6-) CASE I43
to prevent pomtn, ms A& 474
To be done otter 1'(.t�Ln
APPROXIMATE WALL 8000 MM (26") VC AT TOP _QF =goof 'dow foems -Nl, " LIM
foro bookfllii"
OFFSET VALUES WALL SLOPE CHANGE
6 Cwa-1 k* 0 vt� ect to V to ro w A�.� &,t lf�vl—Mxvw
Ilot rowfired for
weft Types 3 oad 4, Mve ehovn on the g4onS 450 = (WIMin- 2�0 %
voles for offs6voo forms to be
C1 M
dotermtned by IM Er4aoor. EX if
*Wd FO 1145 Kloo, 240 Ib A4
elo convoto fn 75 t* ,,, $urcj�woo
CASE n F0
IV -6&9 vs) too 000inst stmt
WI iLiw`1,dI5tkWb0d QataO3-1
13 rm 4-P �Flfflm
votolstoo a lt2
ii—l" 1105110400 1 except os
i Pro'led T� ited ti�y
PLAN OF WALL WITH D"a", of 450 M VM
OXD�� on Hal n
(Soo
contors
YS mat <S"b�S6caP49�
nt BRIDGE DETAIt 3-4 egn Qa'M;?XO tom (241 0
00 V-0
to Woo inm 061 DESIGN AND DRAINAGE CASE W batter
0
DETAIL OF DESIGN Nmonsions (1). (g) OW (D to be os shown cisowharo
a cess X41 LOADING CASES in the projoet Mons,
0 Stom "wh of boyo of tlotnch to bo dotol'allnod
coso X V65 kPa (240 WSW
PLAN OF WALL WITH or as lshovy�- )>
cose, 11� 11 2 (211) L"ImIto'l aopo
EXPANSION JOINT Cosa 33X 1; 1.15 1 IV2g 1) Llmlted 41ope STEM WIDTH AT BASE OF HAUNCH r-
�QNLY FOOTING ONLY 9 (150 " (5'7 max holwil,
It's KPo 5240 Wall) aurcrwqo
r wj0-
Rat wolf RotAf v Rot wo(l Rolftf r 0400 NIOTEii Svrcjwgo tloilt* Shown kipptf Q!Wlgi —con'll tlons-j
V I Rot WQ11 to Rototnino wous Tyj>o I
5) atIg"d , Rolnf ond 31 OoeV% 14 may bo oxcooded by 150 flitkfLifers M1
600 AW (44"? W (a 0400 8�.0325 (99 "fare 00100 to tho next size. Spadoi
r9 6 m (241 (241
VKIJ Vzaa�Zr 0 M fwiftm doslp is required *horo
F> 0-1 o4 IS fo,.~Ion moterw Is lryco�owo of
-75 t" (Y) ('5) TOW 3 Q
svivortino too orasswo 00ad
075 = an In t*No,
"'4400 Rot ",041 Rofurn w0if not reqivIrod Was$ Mov�n
rofot3 8r Dated 3-4 RaInf
%,-. , ssaaw M 04 (05 (19400 1
300 r" (in ti tru—fl- . elsawhere,
v 53; 8 6 =I "n '7 91 (*It ip I .
.0mit whose erN,;o ootca 3-4 sr OeTall 3-4 Qj r levli 05) Tofi:*3
ko 13 not raovlrod. (�- Dotott -4 QaLlp —00"K r
'Omit when 13rf4go DetO.N-4 Is not racriVed, (*5}0400 "D 0,&,j lo a * We 0,450 psfi 1,0 4 2$ Wo f$°Wo P�slp >
E&AN Type 11y') PLAN 300 M onj q6m TOW 4 fs M Wo (24,000 psD
Wv roftwa ;7 Lco, rotwn wo"Typo "811) n 74th I % Z
-PASIS OF BEARINGS:
2-16U 115k
(15) 45() M, M1
UZ n
Offset
34Ato%� W7
"0 Wn M, (In
r r
(For' well Type %11 ;, W 020 kb/cf)
ELAN ft.$ kpQ (240 fio/60 &tOwwoos
Top of wCdAltoval L (For return wolf Ty" 'V) Eqkilvo!,ont fVdl prasswo V
Top of wolf love) WO W 5.6 kPo/m (36 0/sf/ft) moxiam for
FG boo st0 moll FG tweet' s
oloo 0termin,olloin of too presswo,
2�9 IV )kZ 1,014 42 kpl?/M a? IV6f/ft) M1010tAt for
00
L 2-*Kv05) To4c; 4 40t(Wa�n<Lflon of hoill proaswo.
Evfh presfAros for F? 420 yrilmited Wopo,
4 50 mm W) ,A f.1,5 f I YZ- 1) alopo. ond I i LS I lyli 1) txVIwAted
405l 2.% �V- 40termI664 from RoAhIft's forftlo
WK) M 06 Wo t V�-; /J
R
f
9 LLVATION STATE �f CAkliFOWA
DEPARTIXHT, OF TfZM6WTA1W
RETURN WALL TYPE "T" WAL
RETAINING 'L
ELLVATION
Use whorl 94M (6°a or kl$$ DETAILS
250 M
folol 4
250 rM
ELEVATION
RETURN WALL TYPE $lcldi
hose
s1$I
Use where *30W Mor wre
on stroloht wells
TABLE
OF
REINFORCING
STEEC"
TlPr
ONS
N91EY
AND
DATA
LrJI
nn C
iu
t 12'REV.
0
1 1
4, 1 LS kP 0 -i
`--o f fso T J!- e= (ina Love$ Owl wm Po,�T $KU Wlf-K
Mlrtf��o Lot 200 woto'st6fo,
W Mal Orl U?n 0s thown vw
Woo
OSS *0 rrm M1 erad FG
AwlREP 44VIL
"I'll, I
cSton osonstructed r -F I �#
suff1cfently , 150 M (6-) CASE I43
to prevent pomtn, ms A& 474
To be done otter 1'(.t�Ln
APPROXIMATE WALL 8000 MM (26") VC AT TOP _QF =goof 'dow foems -Nl, " LIM
foro bookfllii"
OFFSET VALUES WALL SLOPE CHANGE
6 Cwa-1 k* 0 vt� ect to V to ro w A�.� &,t lf�vl—Mxvw
Ilot rowfired for
weft Types 3 oad 4, Mve ehovn on the g4onS 450 = (WIMin- 2�0 %
voles for offs6voo forms to be
C1 M
dotermtned by IM Er4aoor. EX if
*Wd FO 1145 Kloo, 240 Ib A4
elo convoto fn 75 t* ,,, $urcj�woo
CASE n F0
IV -6&9 vs) too 000inst stmt
WI iLiw`1,dI5tkWb0d QataO3-1
13 rm 4-P �Flfflm
votolstoo a lt2
ii—l" 1105110400 1 except os
i Pro'led T� ited ti�y
PLAN OF WALL WITH D"a", of 450 M VM
OXD�� on Hal n
(Soo
contors
YS mat <S"b�S6caP49�
nt BRIDGE DETAIt 3-4 egn Qa'M;?XO tom (241 0
00 V-0
to Woo inm 061 DESIGN AND DRAINAGE CASE W batter
0
DETAIL OF DESIGN Nmonsions (1). (g) OW (D to be os shown cisowharo
a cess X41 LOADING CASES in the projoet Mons,
0 Stom "wh of boyo of tlotnch to bo dotol'allnod
coso X V65 kPa (240 WSW
PLAN OF WALL WITH or as lshovy�- )>
cose, 11� 11 2 (211) L"ImIto'l aopo
EXPANSION JOINT Cosa 33X 1; 1.15 1 IV2g 1) Llmlted 41ope STEM WIDTH AT BASE OF HAUNCH r-
�QNLY FOOTING ONLY 9 (150 " (5'7 max holwil,
It's KPo 5240 Wall) aurcrwqo
r wj0-
Rat wolf RotAf v Rot wo(l Rolftf r 0400 NIOTEii Svrcjwgo tloilt* Shown kipptf Q!Wlgi —con'll tlons-j
V I Rot WQ11 to Rototnino wous Tyj>o I
5) atIg"d , Rolnf ond 31 OoeV% 14 may bo oxcooded by 150 flitkfLifers M1
600 AW (44"? W (a 0400 8�.0325 (99 "fare 00100 to tho next size. Spadoi
r9 6 m (241 (241
VKIJ Vzaa�Zr 0 M fwiftm doslp is required *horo
F> 0-1 o4 IS fo,.~Ion moterw Is lryco�owo of
-75 t" (Y) ('5) TOW 3 Q
svivortino too orasswo 00ad
075 = an In t*No,
"'4400 Rot ",041 Rofurn w0if not reqivIrod Was$ Mov�n
rofot3 8r Dated 3-4 RaInf
%,-. , ssaaw M 04 (05 (19400 1
300 r" (in ti tru—fl- . elsawhere,
v 53; 8 6 =I "n '7 91 (*It ip I .
.0mit whose erN,;o ootca 3-4 sr OeTall 3-4 Qj r levli 05) Tofi:*3
ko 13 not raovlrod. (�- Dotott -4 QaLlp —00"K r
'Omit when 13rf4go DetO.N-4 Is not racriVed, (*5}0400 "D 0,&,j lo a * We 0,450 psfi 1,0 4 2$ Wo f$°Wo P�slp >
E&AN Type 11y') PLAN 300 M onj q6m TOW 4 fs M Wo (24,000 psD
Wv roftwa ;7 Lco, rotwn wo"Typo "811) n 74th I % Z
-PASIS OF BEARINGS:
2-16U 115k
(15) 45() M, M1
UZ n
Offset
34Ato%� W7
"0 Wn M, (In
r r
(For' well Type %11 ;, W 020 kb/cf)
ELAN ft.$ kpQ (240 fio/60 &tOwwoos
Top of wCdAltoval L (For return wolf Ty" 'V) Eqkilvo!,ont fVdl prasswo V
Top of wolf love) WO W 5.6 kPo/m (36 0/sf/ft) moxiam for
FG boo st0 moll FG tweet' s
oloo 0termin,olloin of too presswo,
2�9 IV )kZ 1,014 42 kpl?/M a? IV6f/ft) M1010tAt for
00
L 2-*Kv05) To4c; 4 40t(Wa�n<Lflon of hoill proaswo.
Evfh presfAros for F? 420 yrilmited Wopo,
4 50 mm W) ,A f.1,5 f I YZ- 1) alopo. ond I i LS I lyli 1) txVIwAted
405l 2.% �V- 40termI664 from RoAhIft's forftlo
WK) M 06 Wo t V�-; /J
R
f
9 LLVATION STATE �f CAkliFOWA
DEPARTIXHT, OF TfZM6WTA1W
RETURN WALL TYPE "T" WAL
RETAINING 'L
Use whorl 94M (6°a or kl$$ DETAILS
ELEVATION
RETURN WALL TYPE "A"
Use HIZ400 nvn ("Pr 10,1^5
ELEVATION
RETURN WALL TYPE liThr
V" VWo 8230W Mal 001or noro on offsol, walks
ELEVATION
RETURN WALL TYPE $lcldi
hose
s1$I
Use where *30W Mor wre
on stroloht wells
N
BEING A SUBDIVISION OF A POR11ON OF THE NORTHEAST 1/4 OF
SECT`ION 23, TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO MERIDIAN,
N
COUNTY OF SAN BERNARDINO
SECTION B -B
111NOM VIM,
G
I
I
OPTIONAL
ON TRUCTION
JOINT
TOP
L-SAR TRANSVERSE
S
VERTICAL
SARS--,
I EL PATTERN SHOWN
IS PICTORIAL ONLY,
SEE NOTES 2 AND 5
CONSTRUCTION JOINT
MY,
TRANSITION STRU-CTURE-,
SINGLE RCB TO SINGLE RCB
Sidewalk or
PCC 'top 5 to 300 MR
(12') Typ
150 MR <6' - 150 mm (61.),j
75 mm x 300 mm (3' x 12°> 150 MR (6' 1
.0
Overf Low scupperwhere t-15 M
go MR
Shawn on plans-- 21 MR (3 1/2 , >
50 MR(
Grate (3 M LU
See Grate petal M (45) Approximate FLA
0 (16') wat I
400 (16, --L50 mm W) Top of veal L
Rect no Lar l6M( #
50 MR f6°}
raw
opening 90 MR eformed Metal pipe
Plastic PI NOTE (3 1/2 ') A45 mm (0, 135') th I ck LOLJ Return wet I
Area of opening to be not Less than that of pipe WALL DRAINAGE 1% Min Gutter FL
Prom Make opening transition in veal t. Top of wet I
.,do, weI I gutter, radius,
WHERE GUTTER NOT REQUIRED
WALL DRAIN DETAIL edge opening in curb face to 19 MR ( 3/4 ') minimum ra
OUTLET DETAIL - SECTION B -B
ru
eturn w CD
250 mm- SECTION A -A R)
016M x IM mm 250
300 MR < 12°3 (#5 x 6' 6-20 MR x 250 nn I>
(104 150 Rim X 350 3/4 ' x 101) F-
B 19 MR slots In pipe
< 3/4 ) Min ,� (6, X 14') Std pi squatty spaced.
�4) #IGM x 175 MR (Z
B 05 x Y) Re I nf. Z
Tack weld to top of pipe,
Transition ends ftush with pipe,
100 Inn (4') Plastic pipe when I I
drain is 100 W) MR or less. For PLAN -OFFSET WALL PLAN -CONTINUOUS WALL
Larger pipe see "Outtet Detalt". DRAIN THROUGH RETURN WALL 75 rim (3)
RETAINING WALL,
Recess for pipe ---
FACE OF WALL OUTLET RETAINING WALL, GUTTER OUTLET t::j
17 1 --a
# 25 1') M F-
---N— - 1>
'--Plastic pipe
0 Max 1200 mm (48')
Goo MR A -Limits of special r Int WALL DRAIN WITH PIPE DOME W
Standard vertical elA d Standard vertical reinf 01)
125 MR --
-75 mm (3' 'Standard vertical reinforcement plus additional vertical 10
Standard vertical reinf above
a"/0e RM (2, and below opening (both bars corresponding in size and number to bars
0 cut by the opening, Place half on each side.
#19M (#6) x (A+900 MR (36') Extend the additional bars into the footing
Total 2 (back face only),
the same as other vertical watt reinforcement and to
25 MR CAI t for "A" less than 0 MR i minimum of 60 bar diameters above the top
300
0 16M
X Df utility opening if wet I height permits.
Rundle bars as required,
nm#5()12� Tota I --d- < 111"
Gutter Horizontal reinf to be standard except as shown
100 mm (44
elevation Al I reinf to clear opening by 50 mm (21) minimum.
N34
R Expansion joints shot ( not be Located within
2 - )�tat M a the limits of special re I riforc I MO. STATE 13F CALIFORNIA
TYPICAL GUTTER DETAIL 08 go, Rr Datall 2 #25M (#S> x (01200 MR (48') ) Total 4 DEPARTMENT OF TRANSPORTATION
(omit for "A" Less than 300 MR (12 RETAINING WALL
RETAINING WALL UTILITY OPENING DETAILS NO, 2
1 These 'Standard Plans for Construction of Local Streets and Roads' contain units in two
GRATE DETAIL Max size of opening (A) ' 1200 nm (48 systems of measurement, International System of Linits (Sl or 'metric') and United States
To be used in conjunction with shee�q Standard Measures shown art
the parentheses The Measurements egessed in the
o
Sizes to fit standard hubs
leo systems are not necess rLoy j%uag 0 or Interchangeable. See the ' oreward' at the
ea n f this publication
NO SCALE 133-9
STANDARD PLAN
hIETRIC
341 -1
SHEF'2 OF 2
RECORD DRAWINGS
REVISION DESCRIPTION DATE ENGR. CITY DATE SEAL-ENCINEER
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
Air- tZ
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE ARIC M. TORREYSON
Na. 66Q613
CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING Exp, 06-30-08
THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN clvl\,
OF C
EFFECT.
LrJI
nn C
iu
t 12'REV.
N ` 11
0 J01 A Z A KTA I a M.
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT