HomeMy WebLinkAbout4312-238I
j PARKWAY WIDTH, m I w p
I 1.2 1.5 1.B 2,1 2.4 2,7 3.D 3.3 3.E 3.9 4,2 4.5 4.9 5.1 ,.a 5-7 5.0 is 4 I
SEE DETAIL "A". "B". "C" QR "0" f (4') MIN(&') (6') (T) (g'} (�}') (10') (lf' 12'1 13' 14' 15' 16'
I) ( ( ) (I ) (I ) ( ) t117') { Via') (1 s')
Ta K�� v
5 K1r'i "� Li �NNO L I
SEE NOTE 2-,,,,
-SEE NOTE 3 (2") GROOVING DETAIL 3W I
1
- I
75 (3') X ' 4 I
D x D CONSTRUCT r�HCE OR HANORUL B
YC y L i0 (4' �ra
PER A*XCT DRAWNGS` Y I w BASE UNE I
al S 1S E x� 150 m ----- ------ -
N 125 (9" Ali 1a') PAvtO sUR>rAL� A L/3 8 L/3 C L 3 D F
K a NT A
5T. MAX. USE CURB FACE °7
vAvED •SLIRFACC R[YUN11vG Lv13 �` L
AT L ti
L9 Q POINT A TO DETERMINE LJ . 150 (IS-)-
z
S"
o z{ TaBLEu2 IN 175 (7")- ��'� i r} n 2 '
.t Y-1200 mm (4') WHEN r `
ADJACENT TOA DETAIL D i Y= Z. GS YY�
IL PLANTING AREA 24C (a" DETAIL A I L
RE -GRADE AS NEEDED
L=LENGTH OF TAPER
CURB FACT CURS (PARKWAY EARTHWORK) 22F, (8') - W=MAXIMUM OFFSET DISTANCE
J
X=DISTANCE ALONG BASE LINE
250 10• StCI'eMD2K CE RET.UNINC CURB--_, (G-) m lrr(PAvEp SURF
TYPE ( } UNPAVED SURFACE Y=OFFSET FROM BASE LINE
SEE DETAIL 'A", "B", "C" OR 'D"
300 �{l2" DETAIL "
OR MORS `�, '� 't} 'z� z �'r� `��, DETAIL DETAIL
X s �'2 �0. y o a _ 4o _o
02
rTr1;31= 2 f _E NOTE 3 LE [!Nn: ? 1 J J 1 J i
' SECTION A -A S' C 110N A -A S'CTtON FI -B �� !
d: D JD SECi10N C"•C
LANDING LANCING = E I- 120D mm (4) 900 mrn (3'}
Xi
By. MAX.TABLE 1 -- SECTION USAGE & Z VALUE -S
0^! w OSE GENrRAL NOTES.
R! II POT A AT POINT AFACE
IL/ Ur IL.FSMIIVr_
X VA
TABLEU2 IN
Z
CURB FACE CURB
TYPE 2
ROUNDED EDGE ALLEY OR ROADWAY
x
57 MAX.
EXISTING S/w 8.3j-
Al -0 CURB
[�f P'�TI hAI n 1'•1
NORMAL
CURB FACE
NORMAL
CURB FACE
X
100 mm (4') OR LESS
125 Imm (5")
1200 mrn (48")
1300 mm ((0")
150 irrin (6')
1804 mm (72-)
175
�-
Imm (7")
2100 mm (84")
200
Imm (9')
2400 rnm (e6')
225 Irnm (9') -`
2700 mm (148')
250 Irr,rn (10")
3000 mm (120')
275 mm (11")
3300 rnm (132")
3600 mm (144")
130J Imm (11") OR MDR1'
NORMAL
CURB FACE
SECTION A -A
Y
50 mm (t") OR LESS
790 mrn (32-)
75 mm (s")
1185 mm (47")
100 mm (4')
1580 nm (63')
125 mrn (5')
1975 mm (79')
150 mm (6")
2370 mm (95')
1?5 mm (7')
2755 mm (111')
200 mm (13')
225 rnm (9')
3160 mm (126")
3555 mm (142')
250 mm (1C')
3950 rnm (IED")
275 mm (I1')
4340 mm (174")
-309 mm (12") OR )„ORE
14738
1. CONCRETE SHALL 13E CLASS 310-C-17 (520-C--2500) AND SHALL BC
100 nlrn (4") THICK.
2, THE RAMP SHALL HAVE A 300 rnm (12") WIDE t30hDCR WITH 6 mm (1/4')
GRUOVES APPROXIMATELY 19 mm (3/4") 0(:. SEE GROUVNG DETAIL, i
3. THE RAMP SURFACE SHALL HAVE A TRANSVERSE 13RDCMED SURFACE TEXTURE. i
4. USE DETAIL "A" OR "5- IF EXISTING SURFACE IOEHIND RIGHT OF WAY IS PAVED.
5. USE DETAIL 'G" OR -D- tF EXISTING SURFACE BEHIND BIGHT OF WAY IS UNPAVED.
6 W fi 901) mm (3') UNLESS OTHERWISE SHOWN ON PLAN,
L,m
DISTANCE X.L 2 INCREMENTS,m
? E.02
1.50
3.00
4.bo
6.Uu
7.50
9.00
10.50
10
1
15.00
1.
1 0
501)
5'
10'
15'
20'
(25')
(30'
35'
40'
45'
50'
55'
(60'
84'
SO'
100'
WL=T:
7.5
9.00
10.80
12.60
14.40
16.2&
18.00
19,80
21. 50
72'
6'
12'
18'
24'
30'
36'
42'
48'
54'
6D'
66'
72'
_Ci
2.2 1. 7.5
_977-11.
2 5 13.50 1_. 7 1 . p
0
4715-
27ZO,
`:G`7.5'
S' a2.`."
'6.
30'
31.51 ;45' 52.5' 1150' 57.5'
75
1-2.51
90'
36.00
to O 9.0
12.00
15-00 1 21.00 24.
3
3000
0
(12 0'
10' 20' 30'
40'
50' 60 70' 80' 90'
100'
110'
120'
45-00
3.75 7, II.S
1.60'
1 B. 75 22.50 2
1(3.60')6.40'
41.25
45.00
(150'
12.5' (25'} 37.5'
50'
62.5' 75 87.5' 100' (112.5'),125'
137.5'
150'
W. _rrm
,mm
1500
60
135
240
375
540
960
8,9
422
1
19
2
12
29
000
10')
(0.16')
(0,62'
(1.41'
2.50'
3.75'
5,00'
(6.25'
1',920
8.59'
9.38'
9.84'
(1 CLOD')
30
1
2
4
270
12id
1650
2063
24/5
2 6
1094
3249
3300
(If')-
0.17'
'0.69'
1.55'
2.75'
4.13'
(5.50'
6.88'
E70
9,45'
10.31'
4.90'
5.63'} 6.40'
alb
10 -CO'
*/11 = 1:15
13.5
900
1
_1607-
2 0
Q94
711
44
012')
0.19'
0.75'
1.69'
3.00'
4.50'
(6.00'
7.50')
__51
(10.31'
(11.25'
(11.81')
(12.00'1�0
LEI
li.00'
C
4
1
489a
5344
2;
60
19'
'0,30'
t,t9'
2.67
4.75'
7.13'
9.50'
11.88'
14.15'
16.33'
17.81
18.7t�'
19.00'
6DCO
94
3 7 544
0. 36'
i
0.80
1.42'
(18O2'
4 0
15S_
5625
5906
6
20'
0.31'
(1.25'
2.8V
5.00'
7.50'
10.00'
12.50'
15.00'
17,19'
18.75
19.69'
(20.00'
1089
98
94
1900
1
90'
I
9
4725
414
9
6
0.33'
1.31'
2.95'
5.25'
7.88'
(10.50'
(13.13'
15.75'`
18.05'
19.69
20.57
x21.00'
o60U
I1ti73
4i2
929
165
2475
00
412
4954
51
64
6600
22"-
0.34
1.38'
3.09'
5.50'
8.25'
(11.00'
13.75'
1$.50'
1$,91'
20.62'
21,66'
r22.oa'
:. ANGLE = 6/2 UNLESS OTHERWISE SHOWN ON PLAN. ! NOTES:
6. OuMFNSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLIS11 UNITS ARE NOT TO DETERMINE OFFSET DISTANCE FOR ANY LENGTH OF' TAPER USE THE FORMULA Y=2.25W(`?
EXACTLY EDUAL VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED rDR FOR THE PORTIONS A8' AND C'D' WHICH ARE PARABOLIC CURVES. THE PORTION B'C' 15 A
CONSTRUCTION SHALL HE METRIC VALUES, IF ENGLISI•( UNITS ARE USED, ALL TANGENT. WHEN THE BASE UNE 15 CURVED, THE OFFSETS ARE APPLIED TO THE CURVED
VALUES USED FOR CONSTRUCTION SHALL DC ENGLISH VALUE5. BASE UNE, AND B'C' IS NO LONGER A TANGENT.
J� L. r I vlv 1J- LJ n D ` DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL
1`1 1 TABLE ?ABLE VALUES. IF METRIC UNI75 ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC
VALUES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTON SHALL Dr
ENGLISH VALUES,
AME ]CAN PUBLIC - -- -
$LLC WORKS ASSOCfA71C]A! _ SiS!!T{JFi7AI r'AI IFfIRNIA c 1iAPTFR-T AMEFiIGAN PHiBLiC WORKS ASSK7CIATlON - SOUTHERN CALIFORNIA CHAPTER s:Ano��naLAN
- __--. _ Mklr+lci I I AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
K K I
N K wD
AL we L --� ---N - -- - - - - - - - -I
CURB OPENING e r a - - -
- - - - W CURB OPENING CATCH BASIN (S} CURB OPENING -
1= W o W - CATCH BASIN ISI W CCVA IOEB "ASI (S) �v
E K r J I r � - JD �WiTH GRATING I CATCH BASIN (5)
x I I I
��
(SEE SHEET 1) _ )
z -- ----- --�
CURB
- � II I
CllRB is
tal CURB POINT q A� mm �T 8 ) I - I GUTTER - - - - -
I p.5) O1N7 B '�! POINT D CURB POINT A POINT B - - - - - - �ppINT { POINT D - - (',
BASE LINE _ - - POINT C y Gyj GUTTER) T-
}G�j fj a STRArGHr GR4DE4`{ C�4f j SZRP1Ca►{z LR�DE StRA� tr GR.40F E ST
gpG RI(JGl POINT E VA EY CUP S Gap4 POINT 9 POINT C RgrGkT CURS
8 POINT E-
U POINT F D r' POINT G S1R1SGyP�1Ey MA�r£} r'RiOF GUTTER
PARABOLIC FLARE W a POINT F A g POINT G LL PLAN -
a TANGENT T T-•--DIRECTKk( aF FLDM/PLA'-`-.-01REcnoN DF Flow s
a m o L SZC POINTE PLAN
(SEE SHEET 1) -
z u z 6
Lij N K w L "�- !- Y u NK - wL--NI CASE E
W o CURB OPENING CATCH BASIN WITH D (-CURB OPENING CATCH BASIN WITH N w z
GRATING (S) AND DEBRIS ` "7+ r _ II 1 MANHOLE IN STREET "'s K _ _ _ w K
SKIMMER I e ¢a W CURBSIDE GRATING _
R -POINT B POINT C POINT D I - - 1 I E - o =o - ^ - CuRa OPENING CATCH BASIN (5)
�~ PRINT .A FLOW LINE r lL. - _ - - I - -) may; v CATCH BASIN ISI ,-WITEi GRATING (5)
- - r SHE
FT LINE PROFILE c da r C (SEE sH�ET !)
CASE A CUA$ POINT A POINT B I POINT C Q91CH POINT D R - - - - - - - - - - _ ,
T UUT-E - - - -
Y C
I R
W £STRAIGHTOrr qD 04 T SIR }
N L L N!
I,p f}- f R F POINT C �J C'JRS
° acue a
o Gf
W r � tGRADE I i �' �l
L = LENGTH OF FLARE .. W SSRNICV}1�EH VALLEY tPA�Gt1 �L�1 I `�<<E cRgo s
N F RADIUS POINT I N s ------ 5 NA I r E GUTTER
W s MAXIMUM OFFSET DISTANCE X 2 IF STATIC? Q p US 0 IS _ F- CURB OPENING POINT E I
x = DiSTANCE ALONG BASE LINE Y w(l) GIVEN ON PLAN, TANGENT DISTANCE I"QW CATCH BASIN (S) �, F- - - - - - � I D E POINT G PONT B
Y =OFFSET FROM SASE LINE T MAY BE IGNORED�G V POINT F PLAN W T`
T s TANGENT LENGTH TAN 6_ L $ s i I' I I ('+ -DIRECTION OF FLOW
8 =MAXIMUM FLARE DEFLECTION ANGLE T R TANZ - - CURa ` m CASE Q Q? PoirlT E POINT P PLAN POINT P
CURB PDINT A O T ✓L 1 N X (CASE D) yl L N z u CASE F
POINT 8 �! POINT D L(CASL C) D� I
L , K W0 K
POINT C 4yr GurtEpj z� I N
OFFSET Y.r I, mm `, -j_`- � �� 4"IrC�,ORq � I
AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER
ST.ANDARDt'LAN
METRIC
111-2
SH�FT 6 OF 10
"
--
- - - --- "4 ' ' - _• - ' - RtETRIC
/•+ p 1 r�
�� 1 - L
CURB ��� 111-2
U SHEET 9 O ID
7.5 9.0
�jj JJ�� ��yy j/�� 111-2
Iii U A B i1J`11IY1 P UNEEiD4F10
+
--- - --
(Rev. 3129199)
STANDARD PLA N
PR!ULGATED BY THE
_ ■A�7`r.l A li 'IA 1AC17 METRIC
CURB RAMP
K K I
N K wD
AL we L --� ---N - -- - - - - - - - -I
CURB OPENING e r a - - -
- - - - W CURB OPENING CATCH BASIN (S} CURB OPENING -
1= W o W - CATCH BASIN ISI W CCVA IOEB "ASI (S) �v
E K r J I r � - JD �WiTH GRATING I CATCH BASIN (5)
x I I I
��
(SEE SHEET 1) _ )
z -- ----- --�
CURB
- � II I
CllRB is
tal CURB POINT q A� mm �T 8 ) I - I GUTTER - - - - -
I p.5) O1N7 B '�! POINT D CURB POINT A POINT B - - - - - - �ppINT { POINT D - - (',
BASE LINE _ - - POINT C y Gyj GUTTER) T-
}G�j fj a STRArGHr GR4DE4`{ C�4f j SZRP1Ca►{z LR�DE StRA� tr GR.40F E ST
gpG RI(JGl POINT E VA EY CUP S Gap4 POINT 9 POINT C RgrGkT CURS
8 POINT E-
U POINT F D r' POINT G S1R1SGyP�1Ey MA�r£} r'RiOF GUTTER
PARABOLIC FLARE W a POINT F A g POINT G LL PLAN -
a TANGENT T T-•--DIRECTKk( aF FLDM/PLA'-`-.-01REcnoN DF Flow s
a m o L SZC POINTE PLAN
(SEE SHEET 1) -
z u z 6
Lij N K w L "�- !- Y u NK - wL--NI CASE E
W o CURB OPENING CATCH BASIN WITH D (-CURB OPENING CATCH BASIN WITH N w z
GRATING (S) AND DEBRIS ` "7+ r _ II 1 MANHOLE IN STREET "'s K _ _ _ w K
SKIMMER I e ¢a W CURBSIDE GRATING _
R -POINT B POINT C POINT D I - - 1 I E - o =o - ^ - CuRa OPENING CATCH BASIN (5)
�~ PRINT .A FLOW LINE r lL. - _ - - I - -) may; v CATCH BASIN ISI ,-WITEi GRATING (5)
- - r SHE
FT LINE PROFILE c da r C (SEE sH�ET !)
CASE A CUA$ POINT A POINT B I POINT C Q91CH POINT D R - - - - - - - - - - _ ,
T UUT-E - - - -
Y C
I R
W £STRAIGHTOrr qD 04 T SIR }
N L L N!
I,p f}- f R F POINT C �J C'JRS
° acue a
o Gf
W r � tGRADE I i �' �l
L = LENGTH OF FLARE .. W SSRNICV}1�EH VALLEY tPA�Gt1 �L�1 I `�<<E cRgo s
N F RADIUS POINT I N s ------ 5 NA I r E GUTTER
W s MAXIMUM OFFSET DISTANCE X 2 IF STATIC? Q p US 0 IS _ F- CURB OPENING POINT E I
x = DiSTANCE ALONG BASE LINE Y w(l) GIVEN ON PLAN, TANGENT DISTANCE I"QW CATCH BASIN (S) �, F- - - - - - � I D E POINT G PONT B
Y =OFFSET FROM SASE LINE T MAY BE IGNORED�G V POINT F PLAN W T`
T s TANGENT LENGTH TAN 6_ L $ s i I' I I ('+ -DIRECTION OF FLOW
8 =MAXIMUM FLARE DEFLECTION ANGLE T R TANZ - - CURa ` m CASE Q Q? PoirlT E POINT P PLAN POINT P
CURB PDINT A O T ✓L 1 N X (CASE D) yl L N z u CASE F
POINT 8 �! POINT D L(CASL C) D� I
L , K W0 K
POINT C 4yr GurtEpj z� I N
OFFSET Y.r I, mm `, -j_`- � �� 4"IrC�,ORq � I
� 4
7 I 1 r L: CURB OPENING CATCH
POINT E 66JI - - U 8ASIN WITH GRATING (S) - - - - - - - - - _
f AND DEBRIS SKIMMER
c POINT F POINT G ti i POINT C POINT D r
IRECTIDN of FLOW PJ -AN -DiRELTION 4F FLOW(CAS- - - - - -
POINT A POINT B E CY '' I I T
x
a POINT C 6a
N L 'h"D L N z lu FLOW LINE (CASE D) I - I I -
}LLL FLOW LINE PROFILE �- ! - -, - - - - -i C
�- ----_ s �__ -- -- I
- - CASES C AND D - �� _
POINT R CUR$ rpt UgAp I s POINT C - R,qCURB
r POINT A POINT B POINT C M- -25rnm (1') SRN`G t�LtN -" 4A(r£ CkROE CUTER
D 5") g V CURB OPENING CATCH BASIN Y
l5 m
m t
FLOW UNE PROFILE FLOW LINE Mxr1HOLE t M 25mm POINT e I �'- WITH MANHOLE ]N STREET
I
CASE B OR FRAME oR VAR. 11') (, (BEE SHEET 1 }
150 mm 6? 25 mm (1•) 150 mm (6') 25 mm III') I AND GRATING IF 4D mm ] - YAA. POINT E - -- ��'w
M M - 7 T 1 GHT GRAfaE- 7 ' n d
M,G,OR VAR. PLAN
(lli� POINT P POINT S
450 mm YAR, I ' CURB STitA1 ,' �e Y1ILLEY -'- DIRECTION OF FLOW i.
casF GG I
11.5'1 50 mm YAR. --YAR. I FACE+ H -� ' „� .• 4 R g m WK i u
o ; RIDGE
k CUR f 1., D VALLEY VALLEY I p• z u I-- -+-
+#! r I }
DIMENSIONS SHOWN ON THIS ALAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL FACEE: I I n . c ' Ems+ !' .o•^�� :•' b• L �I� ,L r- - ^ + �-�
VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC I a ' �- , .•• a �•- •, o
-MANHOLEOR
VALUES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE I ? • a ' ° er'.' NG POINT B
Poi T t
ENGLISH VALUES, y J � � . 'p°- . p. FRAME AND GRATINSECTION E -E (CASE E) (CASE F)
SECTION D- D FLOW . LINE PROFILE
SEPOINT a POINT C FLOri LINE
(CASE F AN t) 61 CASES E. F AND G (CASE E AND GI
CTION A -A SECTION B -B SECTION G -G
AMERICAN PUlSLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
X m
3.0
4,5
6.0
7.5 9.0
12.0 13.5
15.0
16.0IT.
_
22.5^
24.0
27.9
30.0
L. r,
W.21.0
mm
IO'
15'
20'
25 30
40' 45'
50'
60'
70'
75'
84'
SO'
100'
WL=T:
7.5
1500
240
54C
9tiG
1544
313 - 1
25'
5'
0.80'
1.80'
Liinal
5.00'
GFEENGOO�KCC0WrrME
ill /alT CATCH BASINS -
313-1
SHEET2 OF 4
15.0
3009
i23
270
480
750 J1060
1920 12430
SHEET s OF 1
3000
REY. sse
SHEET 1 OF 4
50'
ta'
0.40'
0.94'
1.60'
(2.50')
1(3.60')6.40'
8.10'
10,a0'
1:10
15,0
1500
60
135
240
375
540
960
1215
1
50'
5'
0.261
0,45'
0.80'
1.25'
1.80'
3.20'
4.05
5.40'
1',920
300
3000
30
611
120188
270
480
608
750
1080
1470
1688
2430
3CDO
00'1
(]Cc '
00'
O.TO'
0.23'1(0.40.),
0.40'
0.fi3'
0.90'
1.60'
2.03'
25fl'
3.60'
4.90'
5.63'} 6.40'
8.10'
10 -CO'
*/11 = 1:15
13.5
900
44
100
178
278
404
711
900
_
__51
0.33'
il5L12
93'
LLI
LEI
li.00'
22.51500
2;
60
107
167
240
427
540
960
1307
1500
75'
5'
0.09'
0.20'
0. 36'
0.56'
0.80
1.42'
(18O2'
3.20'
4.36'
5.04'
27.0
180
22
50
89
139
2U0
6
450
555
800
1089
1250
1422
1900
90'
6'
0.07'
O.IT
0.30'
1.85'
2.67'
3.63'
4.17'
4.74'
6.00'
� 4
7 I 1 r L: CURB OPENING CATCH
POINT E 66JI - - U 8ASIN WITH GRATING (S) - - - - - - - - - _
f AND DEBRIS SKIMMER
c POINT F POINT G ti i POINT C POINT D r
IRECTIDN of FLOW PJ -AN -DiRELTION 4F FLOW(CAS- - - - - -
POINT A POINT B E CY '' I I T
x
a POINT C 6a
N L 'h"D L N z lu FLOW LINE (CASE D) I - I I -
}LLL FLOW LINE PROFILE �- ! - -, - - - - -i C
�- ----_ s �__ -- -- I
- - CASES C AND D - �� _
POINT R CUR$ rpt UgAp I s POINT C - R,qCURB
r POINT A POINT B POINT C M- -25rnm (1') SRN`G t�LtN -" 4A(r£ CkROE CUTER
D 5") g V CURB OPENING CATCH BASIN Y
l5 m
m t
FLOW UNE PROFILE FLOW LINE Mxr1HOLE t M 25mm POINT e I �'- WITH MANHOLE ]N STREET
I
CASE B OR FRAME oR VAR. 11') (, (BEE SHEET 1 }
150 mm 6? 25 mm (1•) 150 mm (6') 25 mm III') I AND GRATING IF 4D mm ] - YAA. POINT E - -- ��'w
M M - 7 T 1 GHT GRAfaE- 7 ' n d
M,G,OR VAR. PLAN
(lli� POINT P POINT S
450 mm YAR, I ' CURB STitA1 ,' �e Y1ILLEY -'- DIRECTION OF FLOW i.
casF GG I
11.5'1 50 mm YAR. --YAR. I FACE+ H -� ' „� .• 4 R g m WK i u
o ; RIDGE
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VALUES. IF METRIC UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC I a ' �- , .•• a �•- •, o
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ENGLISH VALUES, y J � � . 'p°- . p. FRAME AND GRATINSECTION E -E (CASE E) (CASE F)
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(CASE F AN t) 61 CASES E. F AND G (CASE E AND GI
CTION A -A SECTION B -B SECTION G -G
REV
r REVISION DESCRIPTION DATE ENGR. CITY DATE - Prepared Under The Supervision Oft
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SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT '`"""*�-*
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JURUPA AVENUE STREET IMPROVEMENTS
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL DRAWN BY:
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HDR ENGINEERING INC, DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY: _ DATE: -
BEFORE DAYS BEFORE s - DETAILS 12/5/2007
BRING THEM INTO CONFORMANCE WITH CONDITIONS f ,
2880 MARKET STREET, SUITE 100 YOU DIG YOU DIG II I a�•
AND STANDARDS IN EFFECT. CHECKED BY APPROVED B DRAWING NO.: 3
RIVERSIDE, CA 92501 TOLL FREE I-soo-227-2soo /
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT TK ���'� � 04/0-2108 4312
(951) 320-7300 Fo✓! CITY ENGINEER DATE: 47
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AMERICAN PUlSLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
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USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
REV
r REVISION DESCRIPTION DATE ENGR. CITY DATE - Prepared Under The Supervision Oft
. ry_
o � CITY OF FONTANA, CALIFORN
-
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT '`"""*�-*
As r. '
JURUPA AVENUE STREET IMPROVEMENTS
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL DRAWN BY:
MM s
` � r S�:OWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, �� MISCELLANEOUS REFERENCE --NO SCALE
HDR ENGINEERING INC, DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY: _ DATE: -
BEFORE DAYS BEFORE s - DETAILS 12/5/2007
BRING THEM INTO CONFORMANCE WITH CONDITIONS f ,
2880 MARKET STREET, SUITE 100 YOU DIG YOU DIG II I a�•
AND STANDARDS IN EFFECT. CHECKED BY APPROVED B DRAWING NO.: 3
RIVERSIDE, CA 92501 TOLL FREE I-soo-227-2soo /
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT TK ���'� � 04/0-2108 4312
(951) 320-7300 Fo✓! CITY ENGINEER DATE: 47
\\ora-filsrv01\ustnproj\200093\003\project-drawin gs\misc-ref scanned\stdpIan01.dgn 12/4/2007 11:31:27 AM DFLTUSER