HomeMy WebLinkAbout3406-4PEPPERTREE LANE2
SEE SHEET NO.3 g m
46' o
11 �
17 I ' N
I
5' 18 18' 5'
I, F_ 35 36 37 38 39 40
� I
� I
16 I ' I�PROPOSED
Lo Z R/W PROPOS
I 3 n,P J 4 3
10+00.00 CL SCARLET OAK LANE= I I I 5 1� � BY OTHI
14+54.74 CL PEPPERTREE LANE—
I I - - - -
II �
9'55 N
_ N8_' 15'W �� _ 205.00_ _�2 _ N89'55' 15
4
I
10+00.00 SCARLET OAK LANE= 5 I 1 U-) N N
14+54.72 PEPPERTREE LANE I I I 1
CL MH 16----- --- ---- -- ----
I
l i _4� 3 .� � 4 VP6 POSED IMPROVI
I 3� P CITY DWG NO.
in
14 I I I � —PROPOSED RIW
5 50 49 48 47 46 45
25 1 2
5–I 20 20
PEPPERTREE LANE
SEE SHEET NO.3 SCARLET OAK LANE
TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
2 SULTANA AVENUE
0
o "
00 = I I ! I I 60'.'
+� I
of U I
41 42
8" WATER r
--�--_ 215.00 1d1d--
My]
CONSTR(XTM NOTES
1�— CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN
2 CONSTRUCT 48' PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112
3 CONSTRUCT 4" EXTRA STRENGTH VCP SEWER LATERAL & CLEANOUT PER
CITY STD DWG NO. 125 (SEE GENERAL NOTE NO. 30)
BACKWATER CHECK VALVE (SEE GENERAL NOTE NO. 39)
r�— ENCASE SEWER LATERAL PER DETAIL"A , SHOWN ON SHEET 1
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WffH
CONXIIIONS AND STANDARDS IN EFFECT
6
I I ' I IIII I EXISTING 8" SEWER
PER CITY DWG NO.
----- 3018
STANDARD PLAN
METRIC
III_ EXISTING SEWER MH
~ STIN
PROMULGATED BY THE
PUBLIC WORKS STANDARDS INC.,
0
7
EXISTING SHELF IF 71 EXISTING f8+ EXISTING
' IIII 1114+64.19 CL SCARLET OAK LANE=
'
I I , 29+33_91 CL SULTANA AVENUE
EXISTING I I
81t
CHANNEL j I I,
TOG 11
CONCRETE OUT
1
,
)
I I IIII 1
I I IIII I I 8
I
EXISTING CURB
SMOOTH CHANNEL /
I I I IIII I &GUTTER
SURFACE WITH IS mm I / /
- - - - - - - - - - ON
EXISTING STREET LIGHT
` I I IIII I I EXISTING 8" WATER
EXISTING 21' WATER I I I n
I I" IIII I�
43 EXISTING R/W
' I I I IIII , I
X50' . -t i It ,
---------
I 5'
SULTANA AVENUE
BASIS Of BEARING
BEARINGS ARE BASED ON THE SOUTH LINE OF THE SOUTHWEST ONE QUARTER OF
SECTION 36, T. 1 N., R. 6 W., S.B.B. & M. ALSO BEING THE CENTERLINE OF BASELINE
AVENUE BEING NORTH 89'5821" WEST AS SHOWN ON TRACT 16085-1, RECORDED IN
MAP BOOK 282, PAGES 16-20, RECORDS OF SAN BERNARDINO COUNTY.
BENCHMARK
PREPARED FOR:
CITY OF FONTANA BENCHMARK NO. 361.
YOUNG HOMES RAILROAD SPIKE IN NORTH FACE OF POWER POLE
10370 TRADEMARK STREET NO. 1536697E AT THE SOUTHWEST CORNER OF
RANCHO CUCAMONGA,
CA 91730 SULTANA AVENUE AND BASELINE AVENUE.
(909) 291-7600
ELEVATION: 1365.01
EXISTING PRECAST
CONCRETE MANHOLE
SECTIONAL ELEVATION A–A
STANDARD PLAN
METRIC
SECTIONAL ELEVATION C–C
~ STIN
PROMULGATED BY THE
PUBLIC WORKS STANDARDS INC.,
ONLETG
METRIC
EXISTING SHELF IF 71 EXISTING f8+ EXISTING
BRICKING
'
1
EXISTING I I
81t
CHANNEL j I I,
TOG 11
CONCRETE OUT
EXISTING
CHANNEL
,
)
MANHOLE
I
14+15
SMOOTH CHANNEL /
N
SURFACE WITH IS mm I / /
11+22
11/2') CEMENT MORTAR k/
EXISTIPRECANG
!
EXITING
\�
;
INLET ;I7
NOTES:
z z - c -
a
13+25
EXISTINC UJI,
�
INLET
1 l
11 II a
v
CORE CUT HOLE
(DIAM.■O.D.+
Al 3A
,I I,
50 mm (21
'0'x300 mm 1/8 BEND
U'1 STUB C• I I
MAX.)
.0
SECURELY FASTEN
,t4a
INSTALL '0*050 mm-D'x300 mm (I.1 STUB
I.
INVERT ELEVATION OF 'D' x 300 mm (I FT.) STUB AT THE INSIDE
WITH CEMENT MORTAR I
13+22
STOPPER ISO mm (61 INSTALL 'D'xISO mm
150 mm 169
�. HOUSE LATERAL (6') WYE OR TEE
HOUSE LATERAL
FACE OF MANHOLE TO BE 30 mm (0.10 FT.) HIGHER THAN EXISTING
41
STOPPER
4 8
SECTIONAL PLAN OF BASE B
11+25
& 1-2
OUTLET INVERT ELEVATION.
BASE
(6.1 WYE OR TEE SECTIONAL PLAN
OF
NEW CHANNEL EXISTING
EEING CON EXISTING
TO REMAIN OUTLET
--
D 1,9B
NO
AD*xSOO
'
CORE CUT HOLE OR
n' • • • n '.• • • • n ' •
1.1 STUBTUBCEMENT MORTAR
2.
THE CORE CUT HOLE SHALL BE MADE WITH EQUIPMENT SPECIALLY
I 1
1
BREAK OUT BRICKS
CAREFULLY AND NEATLY
, I
DESIGNED TO CUT A SMOOTH HOLE WITHOUT SPALLING OR DAMAGE
j
TO FORM MINIMUM
OPENING OF 00 + 50 mm
I I
I CORE CUT HOLE I
TO THE REINFORCING STEEL OR STRUCTURE.
•D'x300 mm
I11') STUB
I
1
I
1
12.1. SECURELY FASTEN 'O'x
300 mm (1.1 STUB INTO
I IDIAM.-O.D.+50 mm
(2') MAX.)
'D'
EXISTING
INLET
I ,
,
1
I
HOLE WITH CEMENT MORTAR
3•
TO BE 200 mm (8 IN.) MINIMUM.
a'oo
I •0'x300 mm
Il STUB
1
4.
ALL WORK SHOULD BE UNCOVERED AND CONVENIENT FOR THE
__
__��
❑�
I
r� I
INSPECTION.
INLETING 7
1 �
4------ ------J
�_5•
ALL CEMENT MORTAR SHALL BE CLASS "D' PER SUB–SECTION
201-5.1 OF THE SSPWC.
SECTIONAL ELEVATION A–A
STANDARD PLAN
METRIC
SECTIONAL ELEVATION C–C
~ STIN
PROMULGATED BY THE
PUBLIC WORKS STANDARDS INC.,
ONLETG
METRIC
EXISTING SHELF IF 71 EXISTING f8+ EXISTING
I I I I BRICK MANHOLE OUTLET
J
` EXISTING SHELF I
t9N
EXISTING I I
81t
CHANNEL j I I,
TOG 11
CONCRETE OUT
EXISTING
CHANNEL
,
)
/&FY_157r
i� /111 FORM NEW CHANNEL. LL/s
14+15
SMOOTH CHANNEL /
N
SURFACE WITH IS mm I / /
11+22
11/2') CEMENT MORTAR k/
EXISTIPRECANG
/
/
EXITING
\�
CONCRETE
INLET ;I7
MANHOLE
z z - c -
a
13+25
EXISTINC UJI,
INLET
12+22
11 II a
v
CORE CUT HOLE
(DIAM.■O.D.+
Al 3A
,I I,
50 mm (21
'0'x300 mm 1/8 BEND
U'1 STUB C• I I
MAX.)
.0
SECURELY FASTEN
,t4a
INSTALL '0*050 mm-D'x300 mm (I.1 STUB
12+25
IV) WYE OR TEE INTO CORED HOLE
WITH CEMENT MORTAR I
13+22
STOPPER ISO mm (61 INSTALL 'D'xISO mm
150 mm 169
�. HOUSE LATERAL (6') WYE OR TEE
HOUSE LATERAL
B
41
STOPPER
4 8
SECTIONAL PLAN OF BASE B
11+25
& 1-2
INSTALL -D-x150 mm EXISTING MANHOLE
BASE
(6.1 WYE OR TEE SECTIONAL PLAN
OF
NEW CHANNEL EXISTING
EEING CON EXISTING
TO REMAIN OUTLET
--
D 1,9B
NO
AD*xSOO
IS mm II/2')
n' • • • n '.• • • • n ' •
1.1 STUBTUBCEMENT MORTAR
STOPPER
SECTIONAL ELEVATION B–B
CHANNEL BASE
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
SEWER MAIN
INV. ELEV.
STANDARD PUN
PROMULGATED BY THE
PUBLIC WORKS STANDARDS INC.,
BREAKING INTO EXISTING MANHOLES
METRIC
GREENBOOK COMMITTEE
1326.26
208 - 1
t9N
1327.58
81t
REV. 19"
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SHEET 1 OF 2
r_j I RECORD DOCUMENT
These Record Documents have been pre$zW
based on information provided by others. T
Design Professional has not verified the accurae
and/or completeness of this information and shall
not be responsible for any errors or omissionl
w h ay be incorporated herein as a result
1 a' -2o '
DATE
I
FOXFTRE LANE
5' I
' 4" LATERAL
\� 422.5'
422.5*
HOUSE LATERAL NOTES:
I. WYE TO BE LAID WITH 3 mm (1/8 IN.) RISE PER 300 mm (I FT.) AND 150 mm
(6 IN.) SPUR AT 45° FROM HORIZONTAL UNLESS OTHERWISE NOTED
ON PLANS.
2. 'D' X 100 mm (4 IN.) WYE OR TEE AND 100 mm (4 IN.) HOUSE LATERAL MAY
BE SUBSTITUTED FOR 'D' x 150 mm (6 IN.) WYE OR TEE AND 150 mm
(6 IN.) HOUSE LATERAL.
3. USE TYPE 'D' OR 'G' JOINTS PER SUB–SECTION 208-2 OF THE SSPWC.
AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER
STANDARD PLAN
METRIC
SEWER MAIN
INV. ELEV.
BREAKING INTO EXISTING MANHOLES
208-1
LATERAL INV
0 PL
SHEET 2OF2
VARIES WITHIN KNUCKLE
PROPOSED FINSIH SURFACE
R/W
1 5' P.U.E.
STORM DRAIN
6' (TIP.) I 8" WATER BY OTHERS
' IPROPOSED 30 STORM DRAIN
BTM OF SD
I PIPE ELEV.
I 111
LOT 66 3
6
SEE SHEET 3
HOUSE LATERALS DETAIL
HORIZ: 1 "=4'
VERT: 1'=4'
, SEWER LATERAL CROSSING TABLE
LOT NO.
SEWER MAIN
INV. ELEV.
TOP OF LATERAL
BELOW S.D.
BTM OF STORM
DRAIN PIPE
LATERAL INV
0 PL
FF. BELOW R/W
66
1326.26
1327.62
1328.12
1327.58
81t
BACKWATER
YES NO
35
10+55
/&FY_157r
NO 43
14+15
Prepared By:
01 ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1795
2-1)- 0
David S. Hammer, A.C.E. 43976 Date
(expires 6/30/2005)
I
I
I
I
I
_ I
GtAPHIC SCALE
40 0
(N FST)
1M■ 40 ft
w
Q'301F ,O'� CITY OF FONTANA CALIFORNIA
RANCHO FONTANA SPECIFIC PLAN
DRAWN BY: SCALE:
w No. 43976 m AE TRAS NO. 104/71"=40'
WER
cc Exp. 6/30/05 DESIGNED BY: SEIMPROVEMENT PLAN DATE:
% * DEA SCARLET OAK LANE FEBRUARY, 2004
C i V i l- ��\P CH CKED BY: APPROVED BY: DRAWING NO.: 4
�rfl Fort- CITY ENGINEER R.C.E. 51152 3" 5
rl►ename: M: \uwu \ 10y I u \.3twr K \ I0y ► u3u4.awg
SEWER LATERALS TRACT 1W
LOT NO.
DESIGN STA.
'AS–BUILT" STA.
BACKWATER LOT NO.
YES NO
DESIGN STA.
"AS–BUILT' STA
BACKWATER
YES NO
35
10+55
/&FY_157r
NO 43
14+15
/
N
36
11+22
//7-4-27-
NO 44
13+45
N
37
11+48
&.±40
NO 45
13+25
t ZNO
38
12+22
_/z Z
YES 46
12+45
/ZIA
39
12+48
,t4a
NO 47
12+25
IZ, t i
40
13+22
/Sez?_
NO 48
11+45
N
41
13+48
4 8
NO 49
11+25
& 1-2
42
14+11
/
NO 1 50 1
10+58
D 1,9B
NO
Prepared By:
01 ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1795
2-1)- 0
David S. Hammer, A.C.E. 43976 Date
(expires 6/30/2005)
I
I
I
I
I
_ I
GtAPHIC SCALE
40 0
(N FST)
1M■ 40 ft
w
Q'301F ,O'� CITY OF FONTANA CALIFORNIA
RANCHO FONTANA SPECIFIC PLAN
DRAWN BY: SCALE:
w No. 43976 m AE TRAS NO. 104/71"=40'
WER
cc Exp. 6/30/05 DESIGNED BY: SEIMPROVEMENT PLAN DATE:
% * DEA SCARLET OAK LANE FEBRUARY, 2004
C i V i l- ��\P CH CKED BY: APPROVED BY: DRAWING NO.: 4
�rfl Fort- CITY ENGINEER R.C.E. 51152 3" 5
rl►ename: M: \uwu \ 10y I u \.3twr K \ I0y ► u3u4.awg