HomeMy WebLinkAbout1630-42A$f
CONSTRUCTION NOTES
1 CONST.48° PRECAST CONCRETE MANHOLE
Per Std. Details 109 and 112
2 CONST 8"VCP SEWER -EXTRA STRENGTH
3 CONST. 6' VCP HOUSE LATERAL -EXTRA STRENGTH
0
HEMLOCK AVENUE
HOUSE LATERAL LOCATIONS
LOT NO. DESIGN LOCATION AS -BUILT LOCATION REMARKS
Z3�-30 23 f2 J �l/ES'T'
i9 425 19 -A25 Easr
2� 25 21 -A P5 EAsr
me
NVZ-wr OF"
P.PEG'AsT PAPE
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-- - - - -----_--_ - ----- ............... ---
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. . . .. ............. ... --- - ------- ........ ....... . ............... .....
..... ..... - .......... ........ . .. .. .... .. .........
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. .......................... . . ........... . .........
.......... f .............. E .......... .�l�ll�l
mu.rso �l:A►7D 1 L:
1. WHERE CLEARANCE BETWEEN 'BOTTOM OR'`-
PRECA,ST PIPE STORK_ DRAIN_ AND. ;TPP OF
POv.P AGA/NST ' ' ' " - • - •` • G-" SANITARY SEM$R I3 LESS 'THAIi 6" t: CA$B -
[/NO/STU.Q BEO ': • ! : M/N 1 APPLIES. f
EARTH • :'�: i' $. SANITARY SEVER SHALL BE DUCTILE IRON.
/?'� C iZ"s' • � �, PIPE. CLASS 50 (MIN - )P' EPDXY LINHD�,I
IF— '05 BARS TERM!/N,4TE CONPORYANCE HITH ASTMA 746 AND
j"FROM ENO 2. POLYBTHYLE;4E WRAPPED IN CONFORMANCE
O. S wE OF GONC. 7 2,. WITH AVMA C105. ,• _
M/N
3. • EXTEND BOTH ENDS OF CRADLE OR '• •., ,
G ENCASEMENT TO A POINT ONE INC$ SHORT
.SECT/ON C -C OF FIRST PIPE JOINT BEYOND LOCATIONS.'
SPECIFIED ON PLAN.
}
NO. 4 BAR L ONG/T: (,�T'YP OF 4)
b NOTES(CASE 2):
NO. 4 T/E' 16148
y• 1124 i0,4X O. L'� 1. WHERE CLEARANCE BETWEEN BOTTOM OF
UNDERGROUND PIPS OR STRUCTURE AND TOP
CLASS 14ONCRETE OF SEWER IS 6" TO 18", CASE 2
%j000PX0 APPLIES.
• 6
!/NOERGRO!/AVD 2. APPLY FORM OIL, THIN PLASTIC SHEET,
E' /V �'� SrPGL�T!/.PE TRENCf/ /1 ~� OR OTHER ACCEPTABLE UATERIAL TO EXTRA
t STRENGTH V.C.P. TO -PREVENT BOND
......_.......... _ER ,�.....
BETWEEN PIPB AND CONCRETE.
_.
_ 3. NOTE 3 FROM CASE1 APPLIES.
j4ml T.4RY SE I'Y
CONC. ENCASEiy/ENT'
111SEE e - 4"4 LONri/TUO/NAL
a.4RS EQUALLY SP,gCEO CASE .2
ZO,P P/PE C 4�PGE.P
THAN /S °'�0'
57WWARO PROr,ECr/ON FDP MXIN L /NEn
,4�1/D �OUS�' CONNECT/ON SE.� ZWS
\ � NO SCAL
RECORD DRAWING
The information on this drawing is obtained from others and // QaoF ESS/0, F
must be verified in the field by anyone prior to use or !� C• HO`,
construction. HALL R FOREMAN, INC. is not responsible for O�
underground facility locations or depictions. All above ground 26229 Z
facilities can be readily seen and verified by the parties that Exp. 2:31=
Intend to use same.
qTf Or C A04`�
as�, CITY OF FONTANA, CALIFORNIA
AS BUILT
ENGINEERS DATE CITY'S DATE PUBLIC WORKS DEPARTMENT
REVISIONS APPROVAL APPROVAL
fDAAf,,44✓10G 1,,VlV�Yi . rim I o DRAWN Y SEWER PLAN AND PROFILE SCALE
OT HORIZ.: I"= 40'
"A,67w/r;V SM770N P#i47e- , I 49 BUIL r
3 1'7 0 REDHILL AVENUE COSTA MESA, CALIFORNIA 92626-4675 (714) 641-8777 DESIGNED By VERT.: I"= 4�
KW H EMLOCK AVENUE
CIVIL ENGINEERING LAND PLANNING LAND SURVEYING CHECKED BY STA. 19+00 TO STA. 23+50 DATE:
PREPARED UNDER THE SUPERVISION OF:
E/L'h'C_
S•� J08 N0. ���� DR. N0. � SHT.' N0.
DATE s'.. g APPROVED 89
JOHN C.. HOGAN RCE 26229 3508.020 C.•
_ ��, CIVIL: ENGINEER R.0 E.2S/26` I ro 3 0 4 0 F 6