HomeMy WebLinkAbout5182-31020
A
1010
1000
• • ,
9+00
SEWER CONSTRUCTION NOTES-
•60 ISTAL r RISER AND CLEAN OUT AT DW -OF -MY PER ar STD. 2005 AMD 2006
• 61 CONSTRUCT r EXTRA SIRENGM VCP SEWER PPE
• 62 TRENCH
AN BEDDING PER CRY OF FONTANA SID. 1006
• 63
1CONSTRUCT SEVER 1MIOM PER CRY OF FONTANA STO. 200
64 CONNECT M EXSTNG MOW PER CRY OF FONT" STA DO1
• 65 OOISTRLICT SEVER ION FRAIE AN COVER PER CITY OF FONWA STD. 2000
• 66 - COISIRUCT r EXDARTRA ST110C H W7 SEWER PPE
• 67 CONSTRUCT STAND SEWER WfE PER CITY OF FONTANA STL 2005.
YI
(COERCUL NOOSE CC NHEGTTON)
• 68
166TALL CAP AT SNB
• FOR CITY USE ONLY
70 REMOVE EXISTING 8" VCP SEWER MAIN
71 REMOVE EXISTING SEWER LATERAL
72 REMOVE EXISTING SEWER MANHOLE
73 CONSTRUCT 5' SEWER MANHOLE PER CITY OF FONTANA STD. 2001
REVISED SEWER MAIN PROFILE TO ALLOW FOR CONSTRUCTION OF
1 STORM DRAIN MAIN
QHUITT-ZOLLARS, INC. IS ENGINEER OF RECORD FOR DELTA 1 ITEMS AS i �Q
1 SHOWN ON THIS PLAN. j C,
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CONSTRUCT "VCP MAIN
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_REMOVE EXISTING MANHOLE AND
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REMOVE EXISTING 8" VCP
CONSTRUCT 8" VCP MAIN N
m
0
334.91
CORSE. ! '^!1 LF. - r EX
NOTE:
HORIZONTAL AND VERTICAL LOCATIONS TO
BE VERIFIED IN THE FIELD AND ENGINEER
NOTIFIED OF ANY DISCREPANCIES PRIOR TO
CONSTRUCTION.
REMOVE EXISTING MANHOLE AND
RECONSTRUCT A NEW MANHOLE
1020
101-0
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rif!n
r.e
N
bn3L
F
m
m toC35
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n °' n
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REMOVE EXISTING 8" VCP
CONSTRUCT 8" VCP MAIN N
m
0
334.91
CORSE. ! '^!1 LF. - r EX
NOTE:
HORIZONTAL AND VERTICAL LOCATIONS TO
BE VERIFIED IN THE FIELD AND ENGINEER
NOTIFIED OF ANY DISCREPANCIES PRIOR TO
CONSTRUCTION.
REMOVE EXISTING MANHOLE AND
RECONSTRUCT A NEW MANHOLE
1020
101-0
• • ,
PROPOSED 899 EXTRA STRENGTH VCP SEWER MAIN
PROFIIE SCALE:
HORRET- - 1n s 40'
Tm.-1•=4'
10+00 11+00 12+00 13+00 14+00 15+00 16+00
O STA 11+20 29 PIPE CROSSING
10'971 B-"TCMI PP'1P FIRE__
O ( H d 999.1 734 T17P e- PRl7P SS CONST. Y R. NO 4 5
K in i� CLEM a SEA 11+91 9 5
0 ; ; 'o ; 9.98' 1014.46 RIM 73
T w' REMOVE EX. LAT I
�••N ML*0 SIREN 343.39 n -e 5 71 ML'04v w 335 91" 61 65 (bMST. Y H MOS I NC04'SJ�I S.00 I 61
STD( RATM AND REPLACE �'�1TE -
E -N �y - aL EYTW 6" EXTRA STREMGTM VCP S- SUl 115+37 30 r EXTRA srREHGTH VCP I
s'.004c I _ t;� _ — /Pw =----a.00az 101785RY� --- 0.0050 -------1----� I I `—
W - -0.0040 - —
W-999.35 ., r—, ,r_ �- I
M 67� 72 I7 r r+ 70 72 +
(n ►'`'� 0.0040 70 �µ 1001.96 BOT 66"SD 62 0.0082 -` --" ,I 1SNX/ 1002.54
r_ + 11+00 1000.96 TOP 6" SEWER 00 _ 14+00 i_:rc"`� _ —_
F 1 S=0.0200,17'
- - I 11
x _ _ z ' 1,` I _ - .00 wr W c, 11 SN — - X00 - I - z4+�J - - 2 ryJ Y - 2t"3
- 27+^7
1 S=0.5000, 6.5' iL , S i5 C7 F� -
W —_ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
U i O (S=0.0200) - J _1_1 000.55 INV - - - - - - - - -PROPOSED STORM DRAIN G EAST OF CLl
I GRADE BREAK DIST CATAIY
N Q SEE SEPARATE PLANS
c3� EX. 12" WAW. 18' EAST OF CL
(1003.781NV)' GB PA
JOIN EX. LAT. EX. GAS 16' EAST OF CL'
Lu1
`CONTRACTOR TO VERIFY LOCATION AND
BA AVENUE
0 ELEVATION OF EXISTING 6" SEWER LATERAL NOTE: Q RECORD D RAW I N G S
'•g7,ll AND NOTIFY ENGINEER OF ANY DISCREPANCIES HORIZONTAL AND VERTICAL LOCATIONS TO Z
;e Ij/ PRIOR TO CONSTRUCTION. BE VERIFIED IN THE FIELD AND ENGINEER pFEPREPARED. lNm
SSs
NOTIFIED OF ANY DISCREPANCIES PRIOR TO pP D\
- _ CONSTRUCTION. N`�Y� -\ THESE
PART,TMRECORD
� ��S RMATTONWINGS HAVE NCOMPILED AND
N0.33366 / M
PREPARED UNDER
RTTHE
�SUPERVISION OF: % EXP1 1014 ? J0 i 1
62014 r *i
��� (I sj•. CMS-•:'�F=%
MAURICE MURAD, PE 33366 EXP. 6/30/16 DATE
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN MICORPORATED INTO THESE DOCUMENTS
AS A RESULT THEREOF.
d ^ /727"75 ONLV
0 20 40 80 120
SCALE:1'-40'
BASIS OF BEARINGS: B
ENCH MARK: O �,I DAM °'0L °tt °"� SHOULD CONSTRUCTION OF THE tEOUIRED IMPROVEMENTS NOT vgO ECITY OF FONTANA, CALIFORNIA
SEE DETAIL SHEET 1 FONTANA BENOiMARK N0. A jaTCOMMENCE WITHIN TWO YEAR: OF THE DATE OF APPROVAL `���� `90
Fi Too,
"""„�,s SEWER IMPFtOVEMEf�r PLANS
h 1 F�sAc(714A 2?-4*1? fA<R)4, Wr-r►n
RM -RW SPIKE N THE wznmm SIDE OF SHOWN HEREON AND CARRIED IORTH IN A DILIGENT MANNER, �+ �. n °f "' P SEWER WIN PLAN AND PFK FL.E
NUMBER 61319 AT TK NORTHEAST t 0.C.L NM 56155 t Prepared lhlds Tti6 SuDe►MN1ion Of : FOR
DIAL TVO VORRIING ��..D 6r: PAFICS MAP VW OATL
THE NTERSECTKk! Of SANTA ANA AVENUE BEFORE DArS BEFDRE —
THE CITY ENGINEER MAY REQUI� REVISIONS TO THE PLANS TO J, 12-31-1(7 FONTANA, C. i► Q23.T7 12 /OI/2014
AVENIE YDU DIG YOU DIG L RECORD DRAW/NG FLR avcy t /7 Jn1 BRING THEM INTO CONFORMAJCE WITH CONDITIONS AND �tE CIY 1V o�� ' Dat* .IzlI ! s O&� or: / . aT:. —�`� �J / DRAIM NO --
A s
N 032.22 PURL FREE 1-800-227-2600 RELOCATE EX. SEWER MAIN TO ALLOW FOR NEW 11/25/15 JM 't•�( of R STEN RCE hq. 56+155 RS C 6 / C/ ✓ j �
A PUBLIC sEttvlKi trr UMDF:RCitWND sERY[CE ALERT STORM DRAIN MAIN— - STANDARDS N EFFECT. O �--�f,-,5-/2 5182
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4.50
CONST -&--LF.
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LLS
N
� u�
f. C, RA SDRD6I H VCP
� Q
N
O
c
• • ,
PROPOSED 899 EXTRA STRENGTH VCP SEWER MAIN
PROFIIE SCALE:
HORRET- - 1n s 40'
Tm.-1•=4'
10+00 11+00 12+00 13+00 14+00 15+00 16+00
O STA 11+20 29 PIPE CROSSING
10'971 B-"TCMI PP'1P FIRE__
O ( H d 999.1 734 T17P e- PRl7P SS CONST. Y R. NO 4 5
K in i� CLEM a SEA 11+91 9 5
0 ; ; 'o ; 9.98' 1014.46 RIM 73
T w' REMOVE EX. LAT I
�••N ML*0 SIREN 343.39 n -e 5 71 ML'04v w 335 91" 61 65 (bMST. Y H MOS I NC04'SJ�I S.00 I 61
STD( RATM AND REPLACE �'�1TE -
E -N �y - aL EYTW 6" EXTRA STREMGTM VCP S- SUl 115+37 30 r EXTRA srREHGTH VCP I
s'.004c I _ t;� _ — /Pw =----a.00az 101785RY� --- 0.0050 -------1----� I I `—
W - -0.0040 - —
W-999.35 ., r—, ,r_ �- I
M 67� 72 I7 r r+ 70 72 +
(n ►'`'� 0.0040 70 �µ 1001.96 BOT 66"SD 62 0.0082 -` --" ,I 1SNX/ 1002.54
r_ + 11+00 1000.96 TOP 6" SEWER 00 _ 14+00 i_:rc"`� _ —_
F 1 S=0.0200,17'
- - I 11
x _ _ z ' 1,` I _ - .00 wr W c, 11 SN — - X00 - I - z4+�J - - 2 ryJ Y - 2t"3
- 27+^7
1 S=0.5000, 6.5' iL , S i5 C7 F� -
W —_ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
U i O (S=0.0200) - J _1_1 000.55 INV - - - - - - - - -PROPOSED STORM DRAIN G EAST OF CLl
I GRADE BREAK DIST CATAIY
N Q SEE SEPARATE PLANS
c3� EX. 12" WAW. 18' EAST OF CL
(1003.781NV)' GB PA
JOIN EX. LAT. EX. GAS 16' EAST OF CL'
Lu1
`CONTRACTOR TO VERIFY LOCATION AND
BA AVENUE
0 ELEVATION OF EXISTING 6" SEWER LATERAL NOTE: Q RECORD D RAW I N G S
'•g7,ll AND NOTIFY ENGINEER OF ANY DISCREPANCIES HORIZONTAL AND VERTICAL LOCATIONS TO Z
;e Ij/ PRIOR TO CONSTRUCTION. BE VERIFIED IN THE FIELD AND ENGINEER pFEPREPARED. lNm
SSs
NOTIFIED OF ANY DISCREPANCIES PRIOR TO pP D\
- _ CONSTRUCTION. N`�Y� -\ THESE
PART,TMRECORD
� ��S RMATTONWINGS HAVE NCOMPILED AND
N0.33366 / M
PREPARED UNDER
RTTHE
�SUPERVISION OF: % EXP1 1014 ? J0 i 1
62014 r *i
��� (I sj•. CMS-•:'�F=%
MAURICE MURAD, PE 33366 EXP. 6/30/16 DATE
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN MICORPORATED INTO THESE DOCUMENTS
AS A RESULT THEREOF.
d ^ /727"75 ONLV
0 20 40 80 120
SCALE:1'-40'
BASIS OF BEARINGS: B
ENCH MARK: O �,I DAM °'0L °tt °"� SHOULD CONSTRUCTION OF THE tEOUIRED IMPROVEMENTS NOT vgO ECITY OF FONTANA, CALIFORNIA
SEE DETAIL SHEET 1 FONTANA BENOiMARK N0. A jaTCOMMENCE WITHIN TWO YEAR: OF THE DATE OF APPROVAL `���� `90
Fi Too,
"""„�,s SEWER IMPFtOVEMEf�r PLANS
h 1 F�sAc(714A 2?-4*1? fA<R)4, Wr-r►n
RM -RW SPIKE N THE wznmm SIDE OF SHOWN HEREON AND CARRIED IORTH IN A DILIGENT MANNER, �+ �. n °f "' P SEWER WIN PLAN AND PFK FL.E
NUMBER 61319 AT TK NORTHEAST t 0.C.L NM 56155 t Prepared lhlds Tti6 SuDe►MN1ion Of : FOR
DIAL TVO VORRIING ��..D 6r: PAFICS MAP VW OATL
THE NTERSECTKk! Of SANTA ANA AVENUE BEFORE DArS BEFDRE —
THE CITY ENGINEER MAY REQUI� REVISIONS TO THE PLANS TO J, 12-31-1(7 FONTANA, C. i► Q23.T7 12 /OI/2014
AVENIE YDU DIG YOU DIG L RECORD DRAW/NG FLR avcy t /7 Jn1 BRING THEM INTO CONFORMAJCE WITH CONDITIONS AND �tE CIY 1V o�� ' Dat* .IzlI ! s O&� or: / . aT:. —�`� �J / DRAIM NO --
A s
N 032.22 PURL FREE 1-800-227-2600 RELOCATE EX. SEWER MAIN TO ALLOW FOR NEW 11/25/15 JM 't•�( of R STEN RCE hq. 56+155 RS C 6 / C/ ✓ j �
A PUBLIC sEttvlKi trr UMDF:RCitWND sERY[CE ALERT STORM DRAIN MAIN— - STANDARDS N EFFECT. O �--�f,-,5-/2 5182
I
C!TY Eti'=�tiLER R.CE [)ATE