HomeMy WebLinkAbout3046-6F-
1470�
1470
8' EXTRA STRENGTH VICP 8' EXTRA STRENGTH VCP
PROFILE SCALES
HORIZ. 1 ='W
VERT. 1 "=4'
10+00 11+00 12+00 13+00 14+00
4"
MM
ENCASEMENT REWIRED WHERE
-- - , BOTTOM OF SD AND TOP OF LATERAL
s IS LESS THAN 1'
. - - SEWER LATERALS LOCATION ( BY STATION)
CL INT q_ INT LOT N0. DESIGN STA. "AS BUILT" STA. REMARKS
. 10+00.00 MALLARD LANE 14+16.77 MALLARD LANE
=12+52.00 CANVASBACK WAY 49 50 51 52 53 54 55 5 6 =12+52.00 GADWALL WAY 49 10+15.76 L MALLARD LANE
4 MIN PER APWA STD PLAN 223-1 50 10+35.74 L MALLARD LANE
SECTION A—A DETAIL ON SHT 7
51 11+36.07 L MALLARD LANE
SECTION A—A 48 --� R/w 57 52 11+66.07 L MALLARD LANE
CONCRETE ENCASEMENT DETAIL /�� 5' PUE � ) CURB &GUTTER 53 12+60.96 L MALLARD LANE
----------------- --- — — 54 12+92.07 L MALLARD LANE
NTS / 3 \ 55 13+81.95 L MALLARD LANE
ST = 9+95.00 W ST =14+11.79 56 14+06.95 L MALLARD LANE
/W R/W MALLARD LANE 10+00.00 / 3 t 3 3 3 3 t 3 3 / +16.77 MALLARD LANE 62 13+61.95 R MALLARD LANE
=12+52.00 / 10+ — 12-I 0 — 3 — / =12+52.00
63 12+64.96 R MALLARD LANE
6' 20' CL 20' 6' 1 CL Ill 2 I �` 3 N89'48'42"W 0 � 3 3 3 N89'48 42 W 3 1 CL MH 14 64 12+34.96 R MALLARD LANE
5' 6' 5' i 65 11+62.65 R MALLARD LANE
47 `�� I /------- --- — --- --- ---- ----- ---------� �58 66 10+63.10 R MALLARD LANE
CURB GUTTER \
5 PUE (TYP) \ 3 /
• 3
o
TER N
STORM
MAINQ 3 `� ( M /
/ rh
i— DRN A / INVERT
46 �, g, i 6 6 6 5 N 6 4 6 3 6 2 1 z. / 59
2.�� AT R/W GADWALL WAY
�- _� CANVASBACK WAY
w M)
\�•� _ _ 8w M'� """ A MAX 4 uTERAL SEE SHEET 4 N SEE SHEET 3
0.80' 17.53' MIN u
25.04' MAX v
4" SEWER LATERAL CROSSING DETAILz LEGEND
5 [ZftC RD D 2 A\n11 M &5 "
CL CENTERLINE
11*=10'_ ra�MH MANHOLE�j `l F Zig INT INTERSECTION 1 �
CONSTRUCTION NOTES QPM R/w RIGHT OF WAY 3
�� �,ttN4IR SD STORM DRAIN UNE
1a— INSTALL 8" EXTRA STRENGTH VCP SEWER 'O W WATER UNEco I
MALLARD 2 CONSTRUCT 48 PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112 ! ' l W Na 31N1 LANEST STREET STATION cN
INSTALL 4' EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125 °C �Z ;t 10+00.00 SEWER STATION oo
�lglc I `� � 1 "= 4040 0 40 80 3
FOF Cscale feet
0
REV. °nON WE ° am WE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ESS/ +CITY OF FONTANA, CALIFORNIAo
I QELO�ZD DRI�\IIM6 2-Oq N6 QRS /�,�re Inc.
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �o �THUR �' �y �''!!� i SUMMIT TS N Q
� Civil Engineering • Planning • Surveying w Public Works AWN BY_ o
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, Z REF SEWER PLAN & PROFLE 1"= 40' N
No. 31681 z 1152 N. Mountain Ave. Ste. 100 w Upland, CA 91786-3669 w 909-982-7777 o
BY -
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp. 12/31/04 * PREPARED UNDER TH SUPERVISION OF: REF _ TRA r I LAS PATE11-21-01 %N
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND ��91�. CMV � q,� 02 V/25�CKM BY- eY No.: 6 N
STANDARDS IN EFFECT. OFCA-\HAROLD A. GARCELON R.C.E. 31681 DATE: R I N IN 11 � 16.40 2 �8 % .. Q
N N
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1470�
1470
8' EXTRA STRENGTH VICP 8' EXTRA STRENGTH VCP
PROFILE SCALES
HORIZ. 1 ='W
VERT. 1 "=4'
10+00 11+00 12+00 13+00 14+00
4"
MM
ENCASEMENT REWIRED WHERE
-- - , BOTTOM OF SD AND TOP OF LATERAL
s IS LESS THAN 1'
. - - SEWER LATERALS LOCATION ( BY STATION)
CL INT q_ INT LOT N0. DESIGN STA. "AS BUILT" STA. REMARKS
. 10+00.00 MALLARD LANE 14+16.77 MALLARD LANE
=12+52.00 CANVASBACK WAY 49 50 51 52 53 54 55 5 6 =12+52.00 GADWALL WAY 49 10+15.76 L MALLARD LANE
4 MIN PER APWA STD PLAN 223-1 50 10+35.74 L MALLARD LANE
SECTION A—A DETAIL ON SHT 7
51 11+36.07 L MALLARD LANE
SECTION A—A 48 --� R/w 57 52 11+66.07 L MALLARD LANE
CONCRETE ENCASEMENT DETAIL /�� 5' PUE � ) CURB &GUTTER 53 12+60.96 L MALLARD LANE
----------------- --- — — 54 12+92.07 L MALLARD LANE
NTS / 3 \ 55 13+81.95 L MALLARD LANE
ST = 9+95.00 W ST =14+11.79 56 14+06.95 L MALLARD LANE
/W R/W MALLARD LANE 10+00.00 / 3 t 3 3 3 3 t 3 3 / +16.77 MALLARD LANE 62 13+61.95 R MALLARD LANE
=12+52.00 / 10+ — 12-I 0 — 3 — / =12+52.00
63 12+64.96 R MALLARD LANE
6' 20' CL 20' 6' 1 CL Ill 2 I �` 3 N89'48'42"W 0 � 3 3 3 N89'48 42 W 3 1 CL MH 14 64 12+34.96 R MALLARD LANE
5' 6' 5' i 65 11+62.65 R MALLARD LANE
47 `�� I /------- --- — --- --- ---- ----- ---------� �58 66 10+63.10 R MALLARD LANE
CURB GUTTER \
5 PUE (TYP) \ 3 /
• 3
o
TER N
STORM
MAINQ 3 `� ( M /
/ rh
i— DRN A / INVERT
46 �, g, i 6 6 6 5 N 6 4 6 3 6 2 1 z. / 59
2.�� AT R/W GADWALL WAY
�- _� CANVASBACK WAY
w M)
\�•� _ _ 8w M'� """ A MAX 4 uTERAL SEE SHEET 4 N SEE SHEET 3
0.80' 17.53' MIN u
25.04' MAX v
4" SEWER LATERAL CROSSING DETAILz LEGEND
5 [ZftC RD D 2 A\n11 M &5 "
CL CENTERLINE
11*=10'_ ra�MH MANHOLE�j `l F Zig INT INTERSECTION 1 �
CONSTRUCTION NOTES QPM R/w RIGHT OF WAY 3
�� �,ttN4IR SD STORM DRAIN UNE
1a— INSTALL 8" EXTRA STRENGTH VCP SEWER 'O W WATER UNEco I
MALLARD 2 CONSTRUCT 48 PRECAST CONCRETE MANHOLE PER CITY STD DETAILS 109 AND 112 ! ' l W Na 31N1 LANEST STREET STATION cN
INSTALL 4' EXTRA STRENGTH VCP LATERAL PER CITY STD DETAIL 125 °C �Z ;t 10+00.00 SEWER STATION oo
�lglc I `� � 1 "= 4040 0 40 80 3
FOF Cscale feet
0
REV. °nON WE ° am WE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ESS/ +CITY OF FONTANA, CALIFORNIAo
I QELO�ZD DRI�\IIM6 2-Oq N6 QRS /�,�re Inc.
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �o �THUR �' �y �''!!� i SUMMIT TS N Q
� Civil Engineering • Planning • Surveying w Public Works AWN BY_ o
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, Z REF SEWER PLAN & PROFLE 1"= 40' N
No. 31681 z 1152 N. Mountain Ave. Ste. 100 w Upland, CA 91786-3669 w 909-982-7777 o
BY -
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO * Exp. 12/31/04 * PREPARED UNDER TH SUPERVISION OF: REF _ TRA r I LAS PATE11-21-01 %N
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND ��91�. CMV � q,� 02 V/25�CKM BY- eY No.: 6 N
STANDARDS IN EFFECT. OFCA-\HAROLD A. GARCELON R.C.E. 31681 DATE: R I N IN 11 � 16.40 2 �8 % .. Q
N N
/ 4