HomeMy WebLinkAboutPC09320re 41 A
lal�� C VII
RUE
n _�W
vi
am - •
MIMI
DOU131-45 SCAZE
_ __
GENERAL NOTES.
07
BAO C6 %39 W.A. ELEV*.74-d-162-6 I U.S.0 6 G.S. SEA LEVEL DATUM Of I RE N FEET ABOVE1. ELEVATIONS A
THE COW" ENGINEER.
IAI C5 38FT MI. Y Awo CA 2. No RIVISKpAS SMALL U MADE Of THESE PLAINS WITHOUT THE APMVAL Of
RD6M rZO
40/?. A4/r DIAMOND No REPRESENTATIVE Of M #.VUMM EmaiNEAt WILL SURVEY ON LAY OUT ANY PORTION Of THE WORIL
.9 7 Fr: ONLY, 40 AL Y
1IsUDE paw
GRADES To WH#" THIS #A~VE#AFW it TO BE CONSTRUCTED ARE SHOWN ON PLANS AND PROMU . G S
Poo TOP of34 A- VD*
LAHE
CMSS* CENTER Ut4E Of STREFTS* 08 CENTER LINE OF AUEYS ARE SHOWN 17 CIRCLES ON PROFILES. AT ALL POINTS BETWEEN DES#ro
MATED POINTS THE GRADE SMALL of ESTABUSHED So AS To CONFORM TO A STRAIGHT UNE DRAWN BETWEEN SAID DESIGNATED
LT �41EN ..QUAD* 19 75
POINT.
rR WITH GRADE SHEETS AND STATIONI KM AU ~E LATERALS
SI FURNISH THE COUNTY ENGINEER THE PRIVATE ENGINEER
AND "Y" OR *7" #RANCHES AND SHALL PROVIDE STAKES FOR THEM AT THEIR PROPER LOCATIONS, WITH STATIONING PLAIML
PHT ALIGNMENT AT RIGHT ANGLES FROM THE AAASM LINE SEW
MARKED. ALL HOUSE LATERALS SMALL ff CONSTRUCTED IN A STRAIC
lam—
SMALL NOT NAVE AN ANGLE OF LESS IMAM 00 WITH THE
AS SHOWN ON THE PLANS. HOUSE LATERALS FROM CHIMNEYS
.744x.
-
kl MAIN LINE SEWER. AMY CHANGE IN ALIGNMENT SMALL REQUESTED IN WRITING BY THE PRIVATE ENGINEER.
PRIVATE CONTRACT NO, 9320
ylaI4 PIV 1.0 OA r04 e •
.�
ram-
�P�.Po��~
.a•�r�
0
ob
ZJ ;00!,APA?
S. HOUSE LATERALS TO W CONSTRUCTED WITH INVENTS AT PROPERTY LINE 6 FEET BELOW CURS GRADE EXCEPT AS NOTED.
4, WYE OR TEE BRANCHES MAY BE USED FOR CONNECTIONS TO MAINLINE SEWERS EXCEPT AS NOTED.
iR ALL STRUCTURES SHALL BE WHEN MCK MANHOLES PER S4 OR ptEcAsr comcnErl MANHOLES PER S-36o EXCEPT AS NOTED.
PROVIDE STAKES ON THE PROPERTY LINE OR PROPERTY LINES PRODUCED AT MGM ANGLES TO THE SEWER LINE AT THE CIEW01 LINE
Of EACH MANHOLE.
MANHOLE TOPS #M UNIMpWVED IUGMS Of WAY TO U SIX INCHES ABOVE FINISHED GRADE.
S. yffn#NED CLAY PIPE JOINTS SHALL a Typt "DI "p"o OR "a" PER STANDARD SPfCIF#CATIONS SECTION 200-2o
IF A POWER POLE IS WITHIN THREE FEET Of THE SEWER, THE S EWER SHALL BE ENCASED* PER S-23p CASE IL TWO PH ON EACH $001
FROM THE POINT Of INTERFERENCE.
I& He DURING THE COURSE Of CONSTRUCTION N IS DETERMINED THAT THERE Of LESS THAN FOUR MET Of COVER OVER THE TOP Of A
MAIN LINE OR HOUSE LATERAL V.C.P. SEWER WHICH IS NOT INDICATED ON THE PLANTS, THE PIPE SMALL U ENCASED PER S-23v CASE
V' m
II LWLE33 OTHERWISE *MXWTCU BY THE 16WUff I Y l9rFUllvigic
119 ALL JOINTS Aff,1Af13EZhV CIRCLES BETWEEN CAST #RON PIPE AND VITANIED CLAY PIPI SMALL BE MADE WITH A RUBBER SLEEVE JOWLY, TYPE"V 04 "V*
INDEX AoIAP
mom IWSI'ff BUSHING IF NECESSARY) PER STANDARD SPECIFICATIONS, SECTION XWZ-
STANDARD SPECIFOCATIONS AND SMIAl PROVfSJOML
x4l-seo /lb 600 11 IJEFORE IWAXIM IMOR MqVt"" 04 A MUTY 12. SEWERS To if TESTED MR LEAKAGE PER SECTION 3WI-4 OF TIME ' "PROVED
SANITATION DISTRICT SEWER AND PRIOR TO FINIALACCF.PTAXE I& RESURFACE ALL TRENCHES WITH#?# PAYED AALU TO MEET LA. COUNTY ROAD DEFT. On CALIFORNIA STATE MfG0WAY REQUIRE /oz
J - "i SF OR SHAI L BE WTL
rjQACT NO 32,974 uV THE PROJECT SAN'T.1 10 40*1011S" f8lCT I, L IN ACCORDANCE WITH PEL
NOTIF1 fl_oa %2-gf*,o SO THAT REQUIRED INSPECTION 14* f W COMALIA AiZ #//W 6M710V -1% -/, 5- -5 Cow 771C SAZU& AeOYNI" WILl REWIkW MZ
'ED BY P
i�Cs_ 9 *320 CAN BE -5.473. C67 0V 0FbAC4j9ZU C6WlXCr16WdW0_6MA9ZQUAr44&175 CHECKED--j
A&AFIZL IAI 97R R77* XArl
M 17RIAL INN N FOR THE 011tPOSAL OF 11 0 r/A& I. A.60�CIIAXXY % A44 A%ff P%t)WZWO SY 7AC jOWW
ASY A c�t1At,/F/mil AF6157292W 7ES,
SHALL BM/.Fi76e17F1CAd-5 OF ATAAL .46EPTMW
A ir
A PERMIT FOR INDUSTRIAL WASTE W.'
A
MUEJ) 8Y THE MI*ram ATION DISTRICTS FOR �'ID CONNECTil7i
VA 541
1A
4 A2
Je
44-
ST
IT