HomeMy WebLinkAbout2333-2EX. GROUND OR
PROP. SUBGRADE
3" MAX. SIZE NATIVE N
SOIL, COMPACTED 95%
INVERT OF PRECAST PIPE
NOTES CASE 1
B 1. WHERE CLEARANCE BETWEEN BOTTOM OF 6" MAX. SIZE NATIVE
PRECAST PIPE STORM DRAIN AND TOP OF SOIL, COMPACTED 90%
„ „ POUR AGAINST ''' OF SANITARY SEWER IS LESS THAN 6", CASE
12 12 f UNDISTURBED I APPLIES.
EARTH 6" MIN.
C::::r,D.I.P. SAN. SEWER �' 2/:111z NNN. SANITARY SEWER SHALL BE DUCTILE IRON 45NNN XXX'
#5 BARS TERMINATE 7"
2" 2..� PIPE, CLASS 50 (MIN.), EPDXY LINED IN I I 6"MIN.
3# FROM END OF MIN. t3' CONFORMANCE WITH ASTM A 746 AND
I I 10"MAX. N
WITH AWWA C105.
3. EXTEND BOTH ENDS OF CRADLE OR 5' 10' 7' 8' 15'
ENCASEMENT TO A POINT ONE INCH SHORT I I SELECTED NATIVE SOILCASE I —
SECTION B -B OF FIRST PIPE JOINT BEYOND LOCATIONS SEWER CLEANOUT ��-- PER CITY PLANS & SPECS.
SPECIFIED ON PLAN. 1 Q I R W
BOX PER CITY /
STD. #125B U BEDDING MATERIAL SHALL BE SAND, GRAVEL, -
_ CRUSHED AGGREGATE, OR NATIVE FREE -DRAINING Z
" " 'n SIDEWALK ONOTLESS THAN30
GRANULAR
MATERIAL
A AND SHALL HAVEEQUIVALENT »
L6 -0 6 6
TYP NOTES (CASE 2)_ WM A PERCENTAGE COMPOSITION BY WEIGHT WHICH
CONFORMS TO THE FOLLOWING GRADING:
3" NO. 4 TIE BAR 1. WHERE CLEARANCE BETWEEN BOTTOM OF . • ' . . ' ; • . ' ' ' • '.
TYP (24" MAX. OC) UNDERGROUND PIPE OR STRUCTURE AND '
' SIEVE ANALYSIS -PERCENT PASSING
1 1 i1 r^rn P1r t�r'1►/P' M If, „ff r^ A [99 /'\ A nr /1
A ' ` y OR OTHER APPLICABLE MATERIAL TO
EXTRA STRENGTH VCP TO PREVENT BOND Q V) Uj
VCP
SAN. SEWER SECTION A—A BETWEEN PIPE AND CONCRETE. NOTES:
W w
** NOTE: 3. EXTEND BOTH ENDS OF CRADLE OR w Q 1. PAVEMENT BREAKING AND REPLACEMENT SHALL BE IN
CONC. ENCASEMENT USE 8-#4 LONGITUDINAL ENCASEMENT TO A POINT ONE INCH SHORT 0 w U 3: ACCORDANCE WITH REQUIREMENTS OF CITY OF FONTANA
BARS EQUALLY SPACED OF FIRST PIPE JOINT BEYOND LOCATIONS STD. #131
FOR PIPE LARGER THAN SPECIFIED ON PLAN.
2. REPLACEMENT OF EXISTING A.C. SHALL BE 3" MIN.
A 15" DIA.
3. REPLACE BASE MATERIAL WITH SAME TYPE OF MATERIAL AS
CASE 2 EXISTING, 6" MIN. OR AS DIRECTED.
4. REFER TO CITY OF FONTANA STD. #131 FOR TRENCH REPAIR.
TYPICAL WATER SERVICE 8c
STANDARD PROTECTION FOR MAIN LINE SEWER LATERAL LOCATION -'
5. COMPACTION TEST MAY BE REQUIRED AT THE DISCRETION
OF THE CITY INSPECTOR, AND AT NO EXPENSE TO THE CITY.
AND HOUSE CONNECTION SEWERS.
N.T.S.
N.T.S.
TYPICAL BEDDING FOR SEWER V.C.P.
N.T.S.
rJJ
CIVIi
Qq,pF ESS/Q� �•
x,11 �''
� RECORD DRAWING �
• THE INFORMATION ON THIS DRAWING IS OBTAINED FROM � �G� ��
CITY OF FONTANA, CALIFORNIA
OTHERS AND MUST BE VERIFIED IN THE FIELD BY
ANYONE PRIOR TO USE OR CONSTRUCTION. c No. 052312 DRAWN B Y
CONSULTANT IS NOT RESPONSIBLE FOR UNDERGROUND 12./-51 48 '� man, nc. SEWER PLANS SCALE:FACILITY LOCATIONS OR DEPICTIONS. ALL ABOVE 0 � mm r KDL 1 "=40' '
GROUND FACILITIES CAN BE READILY SEEN AND VERIFIED �� 1� I Civil Engineering • Planning • Surveying • Public Works DESIGNED BY DETAILS
BY THE PARTIES THAT INTEND TO USE SAME. o 13821 Newport Ave,, Suite 200 • Tustin, CA 92680-7803 • 714/544-3404 SS
Ca��� CHECKED BY TRACT NO. 14274, 14274-1 & 14274-2 DATE:
PREPARED UNDER THE SUPERVISION OF:
JOB N0. APPROVED: DR. NO. SHT. NO.
RECORD CRAW I N C� 12 6 � � C-11 �.. � 3 .9 s . � f• /�• �'
REVISIONS
GR'S. DATE CITY DATE 4439-000 R.C.E 25126 DATE �' �33 2 OF 10
PROVAL. APPROVAL
0 N C. HOGAN .C.E. 26229 DATE: e<< CITY ENGINEER,
#4 BAR
UNDERGROUND LONGIT. (TYP
v
CLASS A CONC APPLIES. ir-m-N IJ b I V 10 , "'m3r- �.
U—)
N
CURB & GUTTER
NOMINALSIZE
1-1/2
1 of3/4"
1/2
3/8"
NO. 4
NO. 8
NO. 16
12"f
STRUCTUREREN HOF 4) **
(3000 PSI)
Uj
W=16'
3/4" TO N0. 4
100
90 T0100
20 TO 55
0 TO 10
0 TO 5
2, APPLY FORM OIL, THIN PLASTIC SHEET,
A ' ` y OR OTHER APPLICABLE MATERIAL TO
EXTRA STRENGTH VCP TO PREVENT BOND Q V) Uj
VCP
SAN. SEWER SECTION A—A BETWEEN PIPE AND CONCRETE. NOTES:
W w
** NOTE: 3. EXTEND BOTH ENDS OF CRADLE OR w Q 1. PAVEMENT BREAKING AND REPLACEMENT SHALL BE IN
CONC. ENCASEMENT USE 8-#4 LONGITUDINAL ENCASEMENT TO A POINT ONE INCH SHORT 0 w U 3: ACCORDANCE WITH REQUIREMENTS OF CITY OF FONTANA
BARS EQUALLY SPACED OF FIRST PIPE JOINT BEYOND LOCATIONS STD. #131
FOR PIPE LARGER THAN SPECIFIED ON PLAN.
2. REPLACEMENT OF EXISTING A.C. SHALL BE 3" MIN.
A 15" DIA.
3. REPLACE BASE MATERIAL WITH SAME TYPE OF MATERIAL AS
CASE 2 EXISTING, 6" MIN. OR AS DIRECTED.
4. REFER TO CITY OF FONTANA STD. #131 FOR TRENCH REPAIR.
TYPICAL WATER SERVICE 8c
STANDARD PROTECTION FOR MAIN LINE SEWER LATERAL LOCATION -'
5. COMPACTION TEST MAY BE REQUIRED AT THE DISCRETION
OF THE CITY INSPECTOR, AND AT NO EXPENSE TO THE CITY.
AND HOUSE CONNECTION SEWERS.
N.T.S.
N.T.S.
TYPICAL BEDDING FOR SEWER V.C.P.
N.T.S.
rJJ
CIVIi
Qq,pF ESS/Q� �•
x,11 �''
� RECORD DRAWING �
• THE INFORMATION ON THIS DRAWING IS OBTAINED FROM � �G� ��
CITY OF FONTANA, CALIFORNIA
OTHERS AND MUST BE VERIFIED IN THE FIELD BY
ANYONE PRIOR TO USE OR CONSTRUCTION. c No. 052312 DRAWN B Y
CONSULTANT IS NOT RESPONSIBLE FOR UNDERGROUND 12./-51 48 '� man, nc. SEWER PLANS SCALE:FACILITY LOCATIONS OR DEPICTIONS. ALL ABOVE 0 � mm r KDL 1 "=40' '
GROUND FACILITIES CAN BE READILY SEEN AND VERIFIED �� 1� I Civil Engineering • Planning • Surveying • Public Works DESIGNED BY DETAILS
BY THE PARTIES THAT INTEND TO USE SAME. o 13821 Newport Ave,, Suite 200 • Tustin, CA 92680-7803 • 714/544-3404 SS
Ca��� CHECKED BY TRACT NO. 14274, 14274-1 & 14274-2 DATE:
PREPARED UNDER THE SUPERVISION OF:
JOB N0. APPROVED: DR. NO. SHT. NO.
RECORD CRAW I N C� 12 6 � � C-11 �.. � 3 .9 s . � f• /�• �'
REVISIONS
GR'S. DATE CITY DATE 4439-000 R.C.E 25126 DATE �' �33 2 OF 10
PROVAL. APPROVAL
0 N C. HOGAN .C.E. 26229 DATE: e<< CITY ENGINEER,