HomeMy WebLinkAbout1852-7f. m
MEN ME M M M ME ME ME 0 0 SEEN ME M
111011111111 ME will 11.i
ONES
NEESE 0 No a 0 11
on 0 0 0 NEESE
RELIEF SWAL"ETAILg
LOT 5
PAD ELEV. =1016.0
A ire
,corciitr,E g�
A0.
LOT 4
PAI) ELEV.- 1015.6 ,, Q�
is' .��v� ,E•r�,r�-�rr 1 � G
-7
6
AWAI
k�o •��o
LOTX40 ��¢
_
—
Ale
2".57'
SECTION A- A " s''v�c l
IY <<P N I
A N. T. 5.
8"�x3, OIJV �� 4 0
0� oPE✓Yi�4'�S�' � SES � �
f.. DEjA/G ,d�ELON/ I
'3s 20
,�� 03 •
A 3
0.
�I
`
ti
P Cid �. P6 ,
.'� h
ws. tor5•t? Vop
00
0 b ry
SECTION -IIIS 22IT
N. T. S. Q• V Q
EXISTING IBLOCKWAL
2/ N ti
• ,
ITI, , I 111F1. • SKYCREST AV EN UE
FUDT//UG •Q ��,
&.4'10-c'. /N G''L,6A47715
o N 1vG CASE III BEDD I ANG BACKFILL AAOUNO PIPE
Q e orRUCT 1Y D. . r &Alp L. �l l: f. a .' (a) ' If OF SPR I NGI NG L I ME SHALL NOT BE LESS THAN THE
-%Q Dwc 2-0117(sEE JX/T. d) FOLLOWING: 6 FOR PIPE 60 OR LESS IN DIAMETER, 10' FOR
PIPE 631 TO 108 INCLUSIVE IN DIAMETER, AND 12' FOR
2 L ONS Ti2UsT .y1. H. NO. / /e MAY INCLUDE THENTH�CKNESSDOFMANYRSHEETING. THESE
EDIMENSIONS
ACFCD T,O DWS. 2-01020 (b) WHERE COVER IS 10' OR LESS, 1W3 MEASURED AT THE TOP OF
THE BE ANY DITHE
//VS TALL .96" PC. P. � CL • IL". SPEC I FPI EDMAY MINIMUM. UNLESSSIONS OTHERW I SETER SPECIFIED THA+ONATHEE
PROJECT DRAWING.
2/ /NST.4L/. CA ..ZZ . (c) WHERE COVER IS GREATER THAN 10' 11f MEASURED AT THE TOP
OF THE PIPE SHALL NOT BE GREATER THAN 10' FOR PIPE
108' IN DIAMETER OR LESS, OR 12' FOR PIPE OVER 108' IN
20 /INSTALL. C.P. CL.. IJP. DIAMTER PROVIS DES CASEI TBEDDOI NGRORTSTRONGERHE CNTACOAT HISP II PE. OWN EXPENSE
DIMENSIONS INCLUDE THE THICKNESS OF ANY SHEETING.
COWS rRZ)C r/Oiv A10 r,Es
y v r/ yv'��f
9 Af
35
��o�o �,,�,►,� w 18 g
a
4W4 111" 0. C. `1I
�
Cr_ CVAntrrcr A/4 W CZO
% / �,P AETA/L OV r//O r&EET
34
zA �r --T -i
�Iffl/ o4.g0 ,9,EG�iI/.,c,47K - +.
2
!/.C.RsElkl6e /f3lo.64 ~END ,CAT «A _2 ,
j
33 0.�LI
T n
2! �' S E C T I ON D— D sroeM ,o�nr I
33
� I I ig 8
�, �,
PIPE CLOSURE DETAIL �� �•
32 VA
21
STORM MAIN TRENCH DETAIL `I � Q m� c' SEE 77. /4242
CASEq� �I o
REINFORCED CONCRETE PIPE t ;
BAC1fF I � � � � . � N � � � s
TOP OF BEDDING B UNLESS OTIIERM I SE cow LL AS SPEC 1 F I E! h Q �i j
NOTED IN THE SPECIFICATIONS. `l
W EXCAVATED BANK OR SHEET I N6 N o D' Q 1b"`�A
(�
N a5 tZEQui R.E 0 P b,
SCREED KM I N6 A TO F I T CUIRVATURE Mo
GRADE OF PIPE. TYPE OF SCREED AND THE F (�
METHOD OF USE TO BE APPROVED BY THE I ''M/N. DEW N6 S M
ENGINEER. �"M�n! 50
20
.14-2,42
-�__...__j..._...........
.......
?2 50'
"5.00'
7 79'
�j
f L-Taa
01v S,L
EJ1/G Tiy
T,aWGENT
COMMENTS
6oJ
soh
OEM
�
11
ONONSolSEEN
MEN ME M M M ME ME ME 0 0 SEEN ME M
111011111111 ME will 11.i
ONES
NEESE 0 No a 0 11
on 0 0 0 NEESE
RELIEF SWAL"ETAILg
LOT 5
PAD ELEV. =1016.0
A ire
,corciitr,E g�
A0.
LOT 4
PAI) ELEV.- 1015.6 ,, Q�
is' .��v� ,E•r�,r�-�rr 1 � G
-7
6
AWAI
k�o •��o
LOTX40 ��¢
_
—
Ale
2".57'
SECTION A- A " s''v�c l
IY <<P N I
A N. T. 5.
8"�x3, OIJV �� 4 0
0� oPE✓Yi�4'�S�' � SES � �
f.. DEjA/G ,d�ELON/ I
'3s 20
,�� 03 •
A 3
0.
�I
`
ti
P Cid �. P6 ,
.'� h
ws. tor5•t? Vop
00
0 b ry
SECTION -IIIS 22IT
N. T. S. Q• V Q
EXISTING IBLOCKWAL
2/ N ti
• ,
ITI, , I 111F1. • SKYCREST AV EN UE
FUDT//UG •Q ��,
&.4'10-c'. /N G''L,6A47715
o N 1vG CASE III BEDD I ANG BACKFILL AAOUNO PIPE
Q e orRUCT 1Y D. . r &Alp L. �l l: f. a .' (a) ' If OF SPR I NGI NG L I ME SHALL NOT BE LESS THAN THE
-%Q Dwc 2-0117(sEE JX/T. d) FOLLOWING: 6 FOR PIPE 60 OR LESS IN DIAMETER, 10' FOR
PIPE 631 TO 108 INCLUSIVE IN DIAMETER, AND 12' FOR
2 L ONS Ti2UsT .y1. H. NO. / /e MAY INCLUDE THENTH�CKNESSDOFMANYRSHEETING. THESE
EDIMENSIONS
ACFCD T,O DWS. 2-01020 (b) WHERE COVER IS 10' OR LESS, 1W3 MEASURED AT THE TOP OF
THE BE ANY DITHE
//VS TALL .96" PC. P. � CL • IL". SPEC I FPI EDMAY MINIMUM. UNLESSSIONS OTHERW I SETER SPECIFIED THA+ONATHEE
PROJECT DRAWING.
2/ /NST.4L/. CA ..ZZ . (c) WHERE COVER IS GREATER THAN 10' 11f MEASURED AT THE TOP
OF THE PIPE SHALL NOT BE GREATER THAN 10' FOR PIPE
108' IN DIAMETER OR LESS, OR 12' FOR PIPE OVER 108' IN
20 /INSTALL. C.P. CL.. IJP. DIAMTER PROVIS DES CASEI TBEDDOI NGRORTSTRONGERHE CNTACOAT HISP II PE. OWN EXPENSE
DIMENSIONS INCLUDE THE THICKNESS OF ANY SHEETING.
COWS rRZ)C r/Oiv A10 r,Es
y v r/ yv'��f
9 Af
35
��o�o �,,�,►,� w 18 g
a
4W4 111" 0. C. `1I
�
Cr_ CVAntrrcr A/4 W CZO
% / �,P AETA/L OV r//O r&EET
34
zA �r --T -i
�Iffl/ o4.g0 ,9,EG�iI/.,c,47K - +.
2
!/.C.RsElkl6e /f3lo.64 ~END ,CAT «A _2 ,
j
33 0.�LI
T n
2! �' S E C T I ON D— D sroeM ,o�nr I
33
� I I ig 8
�, �,
PIPE CLOSURE DETAIL �� �•
32 VA
21
STORM MAIN TRENCH DETAIL `I � Q m� c' SEE 77. /4242
CASEq� �I o
REINFORCED CONCRETE PIPE t ;
BAC1fF I � � � � . � N � � � s
TOP OF BEDDING B UNLESS OTIIERM I SE cow LL AS SPEC 1 F I E! h Q �i j
NOTED IN THE SPECIFICATIONS. `l
W EXCAVATED BANK OR SHEET I N6 N o D' Q 1b"`�A
(�
N a5 tZEQui R.E 0 P b,
SCREED KM I N6 A TO F I T CUIRVATURE Mo
GRADE OF PIPE. TYPE OF SCREED AND THE F (�
METHOD OF USE TO BE APPROVED BY THE I ''M/N. DEW N6 S M
ENGINEER. �"M�n! 50
20
.14-2,42
-�__...__j..._...........
.......
,/ 89'5_3 WX
/15 D' MIN. 23 ' Q9,iIESS/0�y�
BEDDING MATERIAL BELOW BOTTOM OF PIPE • . • _ REDD I NO A
SHALL BEI/12 D' FOR P I PES 39' AND �, co J► r�
LARGER IN DIAMETER. AND 4' FOR PIPES
LESS THAN 39' IN DIAMETER. IN NO CASE AVAT I ON TO TH I S L I NE PERM I TIED.,p M0. 14 3 T S
HALL IT BE LESS THAN i' BELOW ANY BELL coo E
- LAN EXP. 3/31/93
R COLLAR.
RR SPIKE ON PP* 674320 AT THE INTERSECTION OF JURUPA
AVENUE AND MULBERRY AVENUE. ELEVATION 918.40
REVISIONS APPROVAL DATE ITY DATE
APPROVAL
Approved:
380111 So of
?2 50'
"5.00'
7 79'
�j
f L-Taa
01v S,L
EJ1/G Tiy
T,aWGENT
COMMENTS
soh
�
11
,/ 89'5_3 WX
/15 D' MIN. 23 ' Q9,iIESS/0�y�
BEDDING MATERIAL BELOW BOTTOM OF PIPE • . • _ REDD I NO A
SHALL BEI/12 D' FOR P I PES 39' AND �, co J► r�
LARGER IN DIAMETER. AND 4' FOR PIPES
LESS THAN 39' IN DIAMETER. IN NO CASE AVAT I ON TO TH I S L I NE PERM I TIED.,p M0. 14 3 T S
HALL IT BE LESS THAN i' BELOW ANY BELL coo E
- LAN EXP. 3/31/93
R COLLAR.
RR SPIKE ON PP* 674320 AT THE INTERSECTION OF JURUPA
AVENUE AND MULBERRY AVENUE. ELEVATION 918.40
REVISIONS APPROVAL DATE ITY DATE
APPROVAL
Approved:
380111 So of
?2 50'
"5.00'
7 79'
S.D. 4CURVE
f L-Taa
01v S,L
EJ1/G Tiy
T,aWGENT
COMMENTS
CURYE A)A Til
sl CIVIL ���t•�
AS mom BUILT
Mc CUTCHAN CO., INC, CITY OF FONTANA , CALIFORNIA
2690 MATAR0 STREET (818) 568-2474 PUBLIC WORKS DEPARTMENT
PASADENA, CALIFORNIA 91107 Drawn by: �SOUTH RI DG E VILLAGE Scale:„ ,
m. R. I = 4O
9& Designed by TRACT NO. 14241 Date:
ERALD E. TUTT R.C.E. 14375 EXP. 3/31/93 Date B.H. STREET IMPROVEMENT PLANS
Checked by. %TG • �ia �/� D wg. No..
7
B. I" �. Approved: h�
CITY ENGINEER R.C.E. 05/2461657. 8
rr�