S-84-2.1a
x�
The sewer system shIM eanfenm to the standards of the aorta New sanitary District.
2. 6" V.C.P. house oars»ctlons shall be mnsttvcted from the mmw min to assonant line for
each building.
3. Haniholes shall be precast oe:cr+ate as manufactured by Associated 0o nQete Prodwts, Inc,
or approved equal.
4. lour manhole frees and carer shall be Alhem ra Pbnafmlry A-1270 or approved aquel.
b. All newer manhole frames and carts shall be let 6' below finish grade and the sewer coo.-
tractor shall rains the anhole firs and carer to finish graft after street ws:faeinq is
eci plated.
6. All enwas taupe ousnctla s stall be Placed prier to surfacing of attests.
7. Clay pipe joints stall be bend seal type or mechanical ooapression joints. Nectantoal
CaKreasiQm joint, shall be "Wedge- Lock ", "Snead -Beal ftinikw- or approoed aural. Tn
00 Cane Will jniatiog material using Vast Portland wit, =Ctar Q grout be pesmittad.
S. Stamp 08" an curb at ewrer lateral locatias.
9. Contractor shall re*nst mamma im from the office of the District �ginnasr Z• hays pm:ier
TRACT N2 10871
IN THE CITY OF COSTA MESA, COUNTY OF ORANGE,°°`"''
STATE OF CALIFORNIA • O CQ�= ��m"m "oo • • • • 8 Mich
B2 �bM= e" V.C.P. SEWER MAIN . . • . . • . . • . . . • • • • 926 Lin. Ft.
GQ8'1 R 4" V.C.P. SEWER IJM. . . . . . . . . . . . . . .W Lan. Pt.
ai?ML 8" C•I.P. so= will Pmt COSTA wk SMR191AY VPTR:mT am.
hill . . . . . . . So Lin. Ft.
SAClO*= . . . 0 .� .. 75 W Ft.
PAULARINO AVENUE
M
i mom cmentr" W=
CLl19 x= s" A.C. Wmm twat CLASS 150 . . . . . .. 933 Lin. Ft.
�— 7 CSR 12" X 8" TAITTIC SLEOVE AND 8" TAPPnK; MM PER • • . • • l Pied►
.. I MW CCHBOGIMM MUM DISTRICT STANDARD
+ •..
•� I t� IIe3i'ALL an X 6. 900 ffio RT. X FiG. . _ S tech .
\l 9 II89TRU 2" 4-w' ER PER MSA CON80I.TDATED i AMM DISTO C T 9M. MG. 2 . Each
I ® C00'1'HX.T FM i0MWM MM GU Pmt =A CONE =UD WOM DIUMZCT . 4 149h.
Siff. MG. 4
n14MM MMW a= MSA CMEMMMED WIM MM= 53D. 12 10 tech
' I nenaL 8" X8- Xs- rum== Zsch
N I I asnuz 8' X r X 6' !C. X na. Each
Dun" So we ar am Sech
IImu LL 8" %& VALVES na. X vr. • • • Each
nenUL 8" 45• SEND IV. X ST. • Z Faun
fri P wtm masrnc BLIJW -mr Assum u Am =zm vo DI81lt9t r YARD . . . . 1 Each
n 1 ASANDCN EXIST G 8" A.C. WATER MAIN . • 64 •. . . . l3 Lin. Ft.
I »,OTALL hem ADD ZZ PER SM. MG. t3 . . .. . M
= Sae sheet W3 '
T
RANDOLPH AVENUE _ \
-•- •--
'0" _
INDEX MAP
_1EM TO
5co1e - I" a 50'
: &wing tin agrees that ha assum:wt �ety of I p and rop rtb to pee Esee
l�irnq uding eery of peracne >,atd pc�oper•ty; that thmSs ra-
i Latta ` - quirem nt stall apply continuously and not be limited to ,near working hags; and that ate sent-
tractor stall defied, indemnify and hold the Otiner e o Pucker laLAPre fk� any and all
teal or alladgad, in ca>nxtlm with the •parfampmnoe of work an th%a Pt+ojaet, aeeseptbmq fate
bRT31�Ot. STlem1T ADD PAiltwllhtllD AV1TttM liability arising from the sole negligence of the Gem or &%*A*.
j
W". 36.33 W ERGME D STRUMVRES
All underground utilities or structures nepartld by the 0* er er atbeks an tlfese alt jfa sm she to-
cords emmed ed are indicated with thdir appraximnte location and amctent.
V* Omeer, by accq*ing these plans or proceeding with the *iprouemenls pm,c swt 2hesele,aa¢¢��sasss •
to assume liability and to hold undersigned harmless framany dammopes resulting ftem the rdsismse
- Of undwground utilities or stsvcturea not reported by the undersigned, net kx9mtad an the .
public records aceni;ed, located at variance with that reported or shoran an records s undid.
the oontractor is required to take due premautic ary measures to protect the utilities or
structures shown and any other utilities or structures found at the 4te. Tt steal be the sea- _
tractor's re pmsibility to notify the deers Of the utilities cc st�uncbwms amoem med betata
starting Nock.
DMUMD E. STEVENS, R.C.S.
#.
• APPROVED: MA CON90LIOP f O WATER DTSIRWr
1%5 PIACEtTM AVE"
CD817m MESA, CC.I UWA 92627
'¢�hOw 631 -1200 KC.596
m
PATE6:4 ` wWED :OOM 1 A ODA" Mom= AS W11 T , wdW""
BY: •R.C.E. ,
DS81'RiCi INGDOM _
: s. Sheet " 1 of 3 sheets
ar8 ADD[II:SS: _ •
TRACT Ns 10871
'73 PAULARIID *WE Plans for Sewer and Water Improvements
C08TA MESA, Ch m WA 92626
to coa aucmxent of work reel 7751 -5100 Maim not dare Iron tae •
1•
R"'a1O' ehfe Distr
Engineer a+d w agent is subject to rejection. of ict
10. Permits required shall be obtained from the City Engingarb q DgpKtNnt, City of Cotta
Mesa, 77 Fair Drive. W. 754-5323.
Wm:R No=
I. All work Ball conform to the Standard Specification of the Mesa Consolidated Water District,
latest edition and the oanttsctor shall have a current sat of these specifications at the
job site at all times.
2. A Permit is re*Ared for construction of water bprove mmt from the Mew Consolidated Water
District and the contractor shall give the District 48 hours notice in m&wA s of beginning
construction. Tel. 754 -5398 or 631 -1200.
3. At the ooapletian of the project a bond in the smart of lot of actual construction of
water facilities is required and will be held for are year by the Mena eornolidated tlister
District.
4. Required separation between water main and sanitary sewer main is 10' horiscntal and 3'
Vertical. See State Health Code for special oaditias.
b. All plan dick inspection and aninsering deposits will be made prior to signature of
District Engineer.
5. All water mains to be tetrad at 225 pat for 4 hays.
I. Raise all existing valves to grade as necessary.
i. Contractor shall request inepact.isn from the iaspacbac Of the nuetr3ot u bats prior to
eaeeanoeemt of wodc. wt. 754-5398•
9. Mater line OMMM A 2ha11 he Srantsd as Modred kV Drs, 0WAS idetsi NAM liisfr At.
10. All water mains shall heap 3' -6' minimum owner to finish grade.
11. Protect all existing utilities in place.
12. Secures Lateral ateil be sat to Wale h>'y mmetraamr prior to �_ teatim of arses ad
hoes.
U. Sastali beak flow cirrus per Districts' hulas sod Impolations.
14• Seakfill material will have a std equivalent of 45 or gnestir.
15. The sad backfill will be ocimpected to a minfasm at 95% assdmum qty end the e
M_ will Provide results to the astrict.
l6. Chip NN" in face of cab to identify Intel lateral.
V
••
I
• x.
,.
1
.e....
,
V
••
I
• x.
,.
1
.e....