HomeMy WebLinkAbout3509-3SSM LATEFUM =ACT IE -655-18
LATERAL CROSSING TABLE
LOT NO.
DESIGN STA.
"AS -BUILT' STA. BACKWATER
YES NO
11
10+75
YES
11
12
11+14
1393.78 1399.29
NO
13
12+10
1390.42
NO
22
12+53
6.0'
NO
23
12+42
1396.90 1 1400.91
NO
24
12+22
NO
25
11+10
N
26
10+77
1 YES
REV.
D
N
Dr_
E I"
Q) A&AA&A&AAWVVVV*%%%~
03 DIAL
TWO WORKING
Z, BEFORE DAYS BEFORE
YOU DIG YOU DIG
Z, TOLL FREE 1-800-227-2600
0
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
X. I A
SEWER
LATERAL CROSSING TABLE
LOT NO.
SEWER MAIN
INV. ELEV.
BTM OF LATERAL
ABOVE S.D.
TOP OF STORM BOTTOM OF
DRAIN PIPE WATER PIPE
LATERAL INV
@ PL
Fr. BELOW PL
11
1390.05
1391.35
1393.78 1399.29
1397.26
6.0'
12
1390.42
1391.72
1394.69 1399.59
1397.99
6.0'
13
1391.33
1 1392.63--]
1396.90 1 1400.91
1399.76
6.0'
M "M q__% 4"M 40 0 20 40 80 160
is AD 'M w 's
.'M ilft
A V 0 V V w ( IN FEET
E I inch 40 ft.
m]RUA T AVENUE ajir&R
SEE DVJG NO, 2462
SHEET 2 O%JLV" 5
! II EXISTING R/W
EXISTING 15 SEWER
II PER DWG. NO. 2446
I IIEXISTING 48" STORM DRAIN
r7r EXISTING 15' SEWER EASEMENT PER DWG. NO. 2450
TO BE ABANDONED PER TRACT II
MAP 15655-18. I EXISTING 12" WATER
,I 7
TRACT BOUNDARY TRACT BOUNDARY
. .. . F -i- - _E I
7S
�EXISTING SEWER MH U 21
62% CENTERLINE SEWER MH
(21+84.39 PER DWG NO. 240LI - - - - - - - -
13+20.13 II i 6 6 (20+00.00 PER DWG NO. 2462)
16II-� III 17 (32+31.63 BEECH AVENUE)
PROPOSED RIW
L
EXISTING GAS LINE
F[
PROPOSED R/W-1o EXISTING STREET IMPROVEMENTS PER
M � I CITY DWG. NO. 2445
SEE SHEET 2
CONSTRUCTION NOTES
A Q__ CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112
X"it-ampolUm"',fly SEWER CONSTRUCT 4" EXTRA STRENGTH VCP SEWER LATERAL & CLEANOUT PER
CITY STD DWG NO. 125 (SEE GENERAL NOTE NO. 30)
PER fvJq'hWG NOo 2462
&-CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN
AIADO U ASID ArCocIATIT Ilic 0 -BACKWATER CHECK VALVE (SEE GENERAL N07F NO. 39)
(r,%.- INSTALL qPLUG & unniry THE FLOW CHANNEL AT THEBOTTOM OF EXISTING MANHOLE
BASIS OF BEAMNGS: I
NOTE. SEE SHEET I FOR TYPICAL DETAIL BEARINGS ARE BASED ON THE SOUTH LINE OF THE NORTHEAST ONE -QUARTE
OF SECTION 35, TAN., R.6W., S.B.M. BEING N.89 -47'11-W AS SHOWN ON TRACT
7O -ABANDON EXIST. 8' VCP SEWER, FILL W1 GROUT AND SEAL W1 A
WALL OF CONCRETE
MAP 15655-22, MB. 27011-3 RECORDS OF SAN BERNARDINO COUNTY. 1/�/6�
REVISION DESCRIPTION DATE ENCR. CITY DATE SHOW) corinTEw"noN OF REQUIRED BENCHMER Prepared By: 'ESS/ '""I'lly AV FONT NA, CALIFORNIA LIFORNIA
WROVEJUNTS NOT CO CE WIM PREPARED FOR: ALLARD ENGINEERING
i - CALIFORNIA LANDINGS SPECIFIC PLAN
TWO YEARS OF THE DATE OF APPROVAL ICALTRANS BENCHMARK NO. 8-17 Civil Engineering -Land Surveying -Land Planning
M HO ME 'BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' SCALE.
SHOWN HEREON AM CARM= FORM IN A I P0_j 8253 Sierra Avenue Z TRACT NO. 15655-18
801 CORPORATE CENTER DRIVE NIO HIGHLAND AVENUE, 0.2 MI. WIO No. 439 rr' AE 1`40'
DJUGEM AMNNEIL TI CITY JENG94M MAY Fontana, California 92335 Uj 76 M .4 MAN
)CEV. .97 AIAA4-OS 1-9. 00OL1r71_E aT. To EARS SUITE 201 SAN 3LVAINt KLJAU, IN 3WIN UJINLAtilt VA3L (909) 356-1815 Fax (909) 356-1795 Exp. 6/30/05 UtbIL;NtL) tIT. UAlt.
OF S.C.E. TOWER 19.5; 2.65 Mi. W. ALONG AE
IWORAR
REQ REVISIONS TO THE PLMS TO POMONA, CA 91768-5641 M-COONWE41 I "* Y SEWEII DECEMBER, 2003
W,4Y 4ND 1446 4E CT. 7-0 A1cZnVV&1L 05- B-RJNG 77M INTO CONFORrANCE WIM (909) 802-1154 HIGHLAND AVENUE FROM SIERRA AVENUE KED BY. APPR D BY rl
C/ 0- DRAWING NO.:
FAZk ci CC Ocy-- -# 2a - 0 // 7-, 7- -3 FAX (909) 802-1111 David S. Hammer, R.C.E. 43976 Dae 171V5 CONDITIONS 0 f ez -
M AM STANDARDS W EFFECT ELEVATION: 1428.6090 (expires 6/30/2005) A0 SH CITY ENGINEER R.C.E. 51152
Filenome: M:\DWG\19202\SEWER\15655-18-SO3.DWG
i U
f
+
4 ------
----4 - -----
7�
- - -----
CD -
----
...... .. ..
_4_
4==
Z_
4
4
7 7 4
--_----------
------------ -
- --- - ---
-------- ----- - ------
77
------
7
. ......
------ -- ---
LL�_'
7
. .. ....
--- -------
--- --- ------
- ----- --- -------
-77-
4
777+77=�
-4- --- - ---
- - -----
80.0O---LF----EXISTING18"-- SEW
R JQE Abmb ---- --
BONED
-4
=7_= -4
PROME
.. .... ....
4-- . ......
----------
----- ----------
IW- a
VERT:1"= 4"
GRAP19C SCALE
M "M q__% 4"M 40 0 20 40 80 160
is AD 'M w 's
.'M ilft
A V 0 V V w ( IN FEET
E I inch 40 ft.
m]RUA T AVENUE ajir&R
SEE DVJG NO, 2462
SHEET 2 O%JLV" 5
! II EXISTING R/W
EXISTING 15 SEWER
II PER DWG. NO. 2446
I IIEXISTING 48" STORM DRAIN
r7r EXISTING 15' SEWER EASEMENT PER DWG. NO. 2450
TO BE ABANDONED PER TRACT II
MAP 15655-18. I EXISTING 12" WATER
,I 7
TRACT BOUNDARY TRACT BOUNDARY
. .. . F -i- - _E I
7S
�EXISTING SEWER MH U 21
62% CENTERLINE SEWER MH
(21+84.39 PER DWG NO. 240LI - - - - - - - -
13+20.13 II i 6 6 (20+00.00 PER DWG NO. 2462)
16II-� III 17 (32+31.63 BEECH AVENUE)
PROPOSED RIW
L
EXISTING GAS LINE
F[
PROPOSED R/W-1o EXISTING STREET IMPROVEMENTS PER
M � I CITY DWG. NO. 2445
SEE SHEET 2
CONSTRUCTION NOTES
A Q__ CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 112
X"it-ampolUm"',fly SEWER CONSTRUCT 4" EXTRA STRENGTH VCP SEWER LATERAL & CLEANOUT PER
CITY STD DWG NO. 125 (SEE GENERAL NOTE NO. 30)
PER fvJq'hWG NOo 2462
&-CONSTRUCT 8" EXTRA STRENGTH VCP SEWER MAIN
AIADO U ASID ArCocIATIT Ilic 0 -BACKWATER CHECK VALVE (SEE GENERAL N07F NO. 39)
(r,%.- INSTALL qPLUG & unniry THE FLOW CHANNEL AT THEBOTTOM OF EXISTING MANHOLE
BASIS OF BEAMNGS: I
NOTE. SEE SHEET I FOR TYPICAL DETAIL BEARINGS ARE BASED ON THE SOUTH LINE OF THE NORTHEAST ONE -QUARTE
OF SECTION 35, TAN., R.6W., S.B.M. BEING N.89 -47'11-W AS SHOWN ON TRACT
7O -ABANDON EXIST. 8' VCP SEWER, FILL W1 GROUT AND SEAL W1 A
WALL OF CONCRETE
MAP 15655-22, MB. 27011-3 RECORDS OF SAN BERNARDINO COUNTY. 1/�/6�
REVISION DESCRIPTION DATE ENCR. CITY DATE SHOW) corinTEw"noN OF REQUIRED BENCHMER Prepared By: 'ESS/ '""I'lly AV FONT NA, CALIFORNIA LIFORNIA
WROVEJUNTS NOT CO CE WIM PREPARED FOR: ALLARD ENGINEERING
i - CALIFORNIA LANDINGS SPECIFIC PLAN
TWO YEARS OF THE DATE OF APPROVAL ICALTRANS BENCHMARK NO. 8-17 Civil Engineering -Land Surveying -Land Planning
M HO ME 'BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' SCALE.
SHOWN HEREON AM CARM= FORM IN A I P0_j 8253 Sierra Avenue Z TRACT NO. 15655-18
801 CORPORATE CENTER DRIVE NIO HIGHLAND AVENUE, 0.2 MI. WIO No. 439 rr' AE 1`40'
DJUGEM AMNNEIL TI CITY JENG94M MAY Fontana, California 92335 Uj 76 M .4 MAN
)CEV. .97 AIAA4-OS 1-9. 00OL1r71_E aT. To EARS SUITE 201 SAN 3LVAINt KLJAU, IN 3WIN UJINLAtilt VA3L (909) 356-1815 Fax (909) 356-1795 Exp. 6/30/05 UtbIL;NtL) tIT. UAlt.
OF S.C.E. TOWER 19.5; 2.65 Mi. W. ALONG AE
IWORAR
REQ REVISIONS TO THE PLMS TO POMONA, CA 91768-5641 M-COONWE41 I "* Y SEWEII DECEMBER, 2003
W,4Y 4ND 1446 4E CT. 7-0 A1cZnVV&1L 05- B-RJNG 77M INTO CONFORrANCE WIM (909) 802-1154 HIGHLAND AVENUE FROM SIERRA AVENUE KED BY. APPR D BY rl
C/ 0- DRAWING NO.:
FAZk ci CC Ocy-- -# 2a - 0 // 7-, 7- -3 FAX (909) 802-1111 David S. Hammer, R.C.E. 43976 Dae 171V5 CONDITIONS 0 f ez -
M AM STANDARDS W EFFECT ELEVATION: 1428.6090 (expires 6/30/2005) A0 SH CITY ENGINEER R.C.E. 51152
Filenome: M:\DWG\19202\SEWER\15655-18-SO3.DWG