S-80-7.1-7.2�.- Win%_ _•
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ONSTRUCTIC�N CLANS
1 GENERAL NOTES
:CONSTRUCTION NOTES _ .. C •
..,
'SEWER UANTITY_EST, :SEWER
a- CO�t/Sr.2UCT /Z l/ C. P- SELc/E.e. 43 L F
N � •' i. ALL WORK SHALL CONFORM TO THE STANDARD SPECIfICATIONS FOR PUBLIC WORKS
2 CO,VST,Q!/CT /O V. C.P. 9EGJE.2. :.... 205 L.F. f CONSTRUCTION, 1979 EDITION" AND SUPPLEMENTS,: AND THE "STANDARD SPECIFI-
4/ 2 ®�
_O R
CATIONS OF THE COSTA MESA SANITARY DISTRICT," DATED JULY 1979. i
f4 . CO,t/ST,2UCT_ 6" (/ C. P. S'E/,t/E.2 . .. 988 LF.. -SEWER LINES MADE OF CAST IRON PIPE MUST CONFORM TO SECTION 207 -9.13 OF
" O P W CLA56 /50.. .. ... 23 G,F. THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" WRITTEN BY
5 l�NST'2UCT /Z CRST /.p N P/ ESE E.2
THE SOUTHERN CALIFORNIA CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION. 1
Q6 SO.V,3'TieUCT_ _ /.� SEG/E�2 AA/NOLE PE.e C. . SD. .4' 10 PCAN 5- 100 7 EA. __ - _ _ - - - - _. _ - - ___ -- _._ __. �_. _ _ - -- - _ -- 7-9.7 OF THE ABOVE CODE.
- M M- CAST IRON PIPE JOINTS SHALL CONFORM TO SECTION 20
COA/STi2UCT CLEA,VOUT PE.e C. M. S. D STD• PLAN NO. S -/07. . ... . . / EA.
T ROM OENTIAL QE.f /OVE .4AlL) PEPLACE EX /ST. PA ✓EMENT PE,e CDST4 MESA STD. PLAN BO/ : . 24 SiF. EGERS
3, ONLY CAST IRON OR VITRIFIED CLAY PIPE WHICH 9DNFOR14S TO SECTION 207 -9.18
RESPECTIVELY CAN BE USED IN THE Cf�+ISTRUCTION OF SEWERS.
P, W E 02 TEE f'E2 O.C.6°0 STD. S- -
AND 207-8 RESPE
9a- COIc /ST. V. C.. Y 34 ! . .. . .. ......... ,EA. .., :.:
p GIONS•TRGCT V. C-F' S4D,OLE Q7NNECT /ON Peeoc3 Q 334 3.. . , . . . . 3 E.4.
4. MANHOLES SHALL OR PRECAST CONCRETE AS MANUFACTURED BY ASSOCIATED - CONCRETE
_
INDUCTS INC
CONST. 4 " ✓ °C.P. SEWE,2 L- ATE.2AL PE/B C,M.3 -Q STD. PY.AN 8-/04-6 .......... /6 L.F. ® � ri -.. � ..P EQUAL.
ENTER TW,O
OWN- , SEWER MANHOLE FRAME AND COYER SHALL BE ALHAMBRA FOUNDRY A -1270, OR APPROVED
- EQUAL
L R MANHOLE FRAMES AND COVE L EFT 6 EL FINISH .
6. AL SEWER RS SHAL BE L " BELOW F SH GRADE
-
IN p ROVEME NTS!
SEINER STOR .DMA IM .
_ - N GRADE ;
T FINIS
7. THE SEWER CONTRACTOR SHALL RAISE THE MANHOLE FRAME AND COVER 0
SURFACING IS COMPLETED.
AFTER THE STREET SU COMA
1-
t _ __._. _, .-_. _ B. ..CLAY PIPE JOINTS SHALL BE BAND SEAL TYPE OR MECHANICAL COMPRESSION JOINTS.
a MECHANICAL COMPRESSION JOINTS SHALL BE "WEDGE- LOCK." "SPEED -SEAL MAINLINE,"
\ OR APPROVED EQUAL -
IN NO CASE WILL JOINTING MATERIAL USING NEAT PORTLAND CEMENT, MORTAR OR
GROUT BE PERMITTED.
L - -TORM dRA1N QUANTITY ESTJ
_<
,� 4 ;' 10. A PERMIT IS REQUIRED FROM ORANGE COUNTY SANITATION DISTRICT N0. 1 FOR
} CONSTRUCT 24 RCP (/750D)0,2 24 A.CPle500Dj 747 4, �,
ACCORDANCE WITH THE PROVISIONS OF THE PERMIT.
� M CONNECTING TO THE DISTRICT'S FACILITIES. ALL WORK SHALL BE DONE IN
2 COA/STR!/C7' /B RCP (176o Q) OR 18 ACI°(25000). .... .. ..... /42 G.F. - _
2�2eoAle7- UCT Z" oeCP ZOOOD 02 /2 "ACP(3DOOD ... . .' ....... .... .. : 333 L.F. 5,11. At• WORK WITHIN PUBLIC QTR €Et RIGHT OF WAY SHALL CONFORM TO THE STANDARD
- .2 / l
,, ' SPECIFICATIONS OF THE COSTA MESA SANITARY DISTRICT, DATED JULY 1979.> •I
A
, 1 3 CONSTRUCT /O CP STO�2M a2A /.V CLA55 DI .. .... :..... .. ...... :.. 189 L.F•
-- Coms?never Is . ACP sroeM .0eQ1A1 CLASS III ...:....... :...... _ ... 255 L.F. ® STORM DRAIN
5 COA/STA?UCT 46N A0. ST0.2M OPA /,V MANNOL& PE2 CM5.0. STD. PLAN / €
S _
{ , 1
5 -/00 W1AZ- HAMB2A FOU,V0.2y ,-b. /1.54 F24ME COVEAP G� EQ4A4z- 7 EA.
_ / ,1. ' -ALL WORK SHALL CONFORM TO THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS 1
CON5T2UCT Co A.C.P. S70PM L�PA /N CLASS 171.. .. . ..... . .. .. . .......... ... .¢ LF
" '
_ • Y CONSTRUCTION, 1979 EDITION AND SUPPLEMENTS.
- �. ALL PORTLAND CEMENT CONCRETE USED ON ANY STORM DRAIN FACILITY SHALL BE
,/ N
coA&sneuCT 12 X/2 8T02M o&,A' bV INLET PE,0 OETA /Z_ Hee00N ............ 4 EA. __ GLASS 560-C-3200 (6 SACK MIX). -
C-UNS
T.2UGT 24 "X24"�ST0,2.N 024/N ✓UNCT /ON BOX PEiP OETf °�L NEPEO,V..... , :3 EA.
�- _ _ = 3. RCP AND ACP SHALL BE BEDDED PER ORANGE COUNTY EMA STD. PLAN 319. RCP AND i
N 2 TU.2E TYPE S PE,2 OC° ,M.A. STQ C7.
ACP SHALL BE BACKFILLED TO THE FINISHED SURFACE WITH SAND, OR OTHER 1
5 /VC TAO ST UC E LaPW /q 3/O - s
CON T/e[.CT ..7t/
E OF NOT LESS THAN 30 AND SHALL 11
& ,,- ,.,::, ., _ _. s ,, .:. ,.... -, .,... >:,. 'GRANULAR MATERIAL WITH A SAND EQUIVALENT
/ GAP GATE ANO PEe DETA /L O,V �/eET P ........... ......... / FA.
.'-
WTHF
MACARTH R BE COMPACTED TO 90% OF MAXIMUM DENSITY. '
U BLVD. '
3... .. EA.
CGW4TtUCT TUNCT /ON %2UG TUPE TYPEIIC PEP O.0 EMA. �TQ DWG. A/0 4/ 3 P
PERMIT S REQUIRED FROM ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY '1
A. APE I Q
,; ._ _ ..- - H ANA ANA-DELHI FOl CHANNEL. ALL INSTALLATIONS
T PEYL E.2 Q4E.M.A• O'TD. ,OW6, NO..3 /5. . 4 EA® ._.rr- FOR CONNECTING TO T AN L . ( )
/ CGWST/PVCT Jut/CT /ON ST,P U,PE T P _ r 4r ,."1
i x: R FACILITIES SHALL CONFORM WITH
f" ,, ..� AlCD WORK AFFECTING COUNTY PROPERTIES OR F L
n fl CONSTRUCTION T
3 Co xf ToRM DRAIN !HEFT PER. C�ET'All. HEREON .... • .._ �' �• __� to ` �.� COJNTY STANDARD PLANS AND WITH THE PROVISIONS OF THE CONSTRUC I N PERMI
NSTRLICT IZ Z 5 _
SUNFL W R ^�.... l t, I _ �_ ..,- .'GRANTED BY COUNTY'S CENTRAL PERMIT DIVISION. CONTRACTOR SHALL MAINTAIN
COPY l , 3 SITE. USE Of
..OPY OF SAID PERMIT AND STAMPED PLANS ON THE JOB SIT COUNTY
...: Q
E P Y D CONFORMANCE WITH THE ABOVE SHALL BE SUBJECT TO INSPECTION ,' BLVD. .. _. _ '�RD ERT AN Cfl Y
,
_ U ASSIGNED INSPECTOR. _. ..
._ . D APPROVAL. BY COUNTY'S DULY SIGNE
al i�
_.�..:- .u_._sv r,s..rr,..Qun.M +brti::b.i•'.P" "sn'iwAy.2+u -r
_ 'j. i
- PROJECT
>'
LOCATION
COUNTY INSPECTOR SHALL BE NOTIfIED 24 HOURS PRIOR Tfl' 4
FRwr OMME NT :Of ANY WORK IN ACCORDANCE WITH PERMIT '.
•,.. _ SAN . btEOG - -- ,, C NCEME
K „' ROV SIGNS.
4_
- -- - #' I TELEPHONE 83 348$.
= ll TOWN CENTER
., ate. ;
/ v
PE SECT /ON
BA516 OF BEARINGS
BEA21NGS SHOWW HEREON A2E COSTA MESA SANITARY D13T2%CT
57102M 0.04 /I/ /",LET DETAIL S TORM D.P.4 1,V ✓UNG I IUIV K/A AAETA /L
7 NTS �
/vrs.
complete responsibility Fos job
s ro including P Iect, nc tiding safety of all
Aycontinuousl and not be hm
ar shall defend indemnify and _ and all liability, real or alleged, »: -
Project, excepting for Baku
ta~, ,nom Ss s �r�J
K.�4ii >aiiYi4- +Cb_ii � � h~ 'Y i
l
BASED UPON THE CENTERUME OF
8215TOL STREET BEIMG " ,102TW
PER RECO2D OF GU2VEY 9412 -IS,
RECO206 OF 02ANGE COUNTY,
CALL F02NIA .
BENCH MARK
CITY OF COSTA MESA BENCH MARK
NO. 197 - CHISELED IN THE CENTER
OF THE N. E. CURB RETURN AT THE
INTERSECTION OF ANTON BLVD. AND -
BRISTOL ST.
:LEV• ,B 32.48 FT
4828 FUL-LERTON AVENUE
COSTA MESA I CA. 1
(714) '754 •5100 '
A PPROV EO BY
,
DISTRICT E►�1GINEER
FOe WO;->V- WITHIN ANTON BLVD. ONLY.
rt `Bei ,cW1IL-am`Frost 6& C54&qo6afts
PROFESSIONAL ENVIRONMENTAL ENGINEERS 6 PLANNERS
P.O.. BOX 2890 • 1401 QUAIL STREET, NEWPORT BEACH. CALIFORNIA 92663
(7141 833 -0070
6z I 'h DATE:6-7 BO
ROBERT W. BEEN R. C. E. 12738
_O t(8/ 1 RESV BLD-NO- ZPEie /METEiP 4 ADJACENT MEO/ANS
® ! % /gp REV /SE SEWER LATE24L SIZES It LOCATIONS FOR 0. afA. BLDG. NQ 1
5 j 2G BO AOO SEWER A10rE 11 AND 516NAT41.eE W_06< FOIe CM, 5 D.
a 9/23 BO 2EV/5E0 5D, ALIGNMENT 4f QUANTITIES AND ELIMINATED FoerloNs oF5TOQINOeA/
9114180 REVISED SD, dLI61-lNfErV7- QUANTITIES 4A40494EO .TGT,.COX LIETAIL STLl.6S
2 B // 5 eo PEV /5 E D_ E /YE2 70 5W Of 5 TOWE2 , RE V / SED SDAZ /fN N
1ENT CVNE C T /ON 7D�B
I
7/3/60 2EV / 5E0 SEWE2 � 5T 02 V/ OQ4 /N AL 16 14ME NT � QAN T/T
ES (z>.&.)
NO. DATE DESC21PTION JAP PI
..c��...:_._. a.ev _ ..•uY .c1�w- iP•,aw $..iv,xJyd,Sau3iG tl[ }• 9v. ••_
1 •
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,
'
UNDERGROUND STRUCTURES
NOTICE TO CONTRACTOR
ALL UNDERGROUND UTILITIES OR STRUCTURE{ REPORTED BY THE OWNER OR OTHERS
AND THOSE SHOWN ON THE RECORDS EXAMIN[O ARE INDICATED WITH THEIR APPROXIMATE
- --�.^
- ,Contractor agrees that he shall amume sd a and
_
- -
LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH
a
''4iteconditionsdurin thecourse
` i..
• : "' ` - `- • -._ *, s" - • ` '.
IMPROVEMENTS PURSUANT THERETO AGR TO ASSUME LIABILITY AND TO HOLD UNDER•,
SIGNED HARMLESS FOR ANY DAMAGES R[B�ING FROM THE EXISTENCE OF UNDERGROUND
;,
.(if eOUStrue3ioltof'thl
- g .y�
and property; YIBt ;thrs'.'roqurrement shall apt
; .5
UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT INDICATED ON THE
- ".
d to normal normal hours•: n tract!
'I' C
PUBLIC RECORDS EXAMINED: LOCATED AT VARIANCE WITH THAT REPORTED OR SHOWN
THE CONTRACTOR If TO TAKE DUE PRECAUTIONARY
REQUIRED
, yeI working and that the -..
j �1B� , V
��,� d the Owner and the Engineer harmless fr an
•'Y`^" y
- _
ON RECORDS EXAMINED.
MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES
Irk with work this
vi connection pert
the performance of
: trs
OR STRUCTURES POUND AT THE FIT[. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
NOTIFY R THE OR BTR OUR NC[RNED BEFORE START
THE OWN[ S OF S Y T IM CO N4 ..:
' -" "• tt _ ��yT/• -L
- .iyT.00'.C, a 61,* QT 111
6_ .- .
_..
, .
�.. ,:_•,�4�W- .. .. _ %Y ,ii"• ' i. .mom.. -v,-= a _.. -ar v ,.. 3,,..,.,.x. .,- .. � _ i, v .v
- 4. a .. -_ , __ _.vc,. : +__ s- YC- ,_-u�,viacv_= ` ` �:'c._av'�.,_- �vF2s.= Xv`b�w"w�•s2i..a.G.
- vns. _ .:3 a...- Y,
»- _. iJ3- '. •a• „ `:.•�_. `
complete responsibility Fos job
s ro including P Iect, nc tiding safety of all
Aycontinuousl and not be hm
ar shall defend indemnify and _ and all liability, real or alleged, »: -
Project, excepting for Baku
ta~, ,nom Ss s �r�J
K.�4ii >aiiYi4- +Cb_ii � � h~ 'Y i
l
BASED UPON THE CENTERUME OF
8215TOL STREET BEIMG " ,102TW
PER RECO2D OF GU2VEY 9412 -IS,
RECO206 OF 02ANGE COUNTY,
CALL F02NIA .
BENCH MARK
CITY OF COSTA MESA BENCH MARK
NO. 197 - CHISELED IN THE CENTER
OF THE N. E. CURB RETURN AT THE
INTERSECTION OF ANTON BLVD. AND -
BRISTOL ST.
:LEV• ,B 32.48 FT
4828 FUL-LERTON AVENUE
COSTA MESA I CA. 1
(714) '754 •5100 '
A PPROV EO BY
,
DISTRICT E►�1GINEER
FOe WO;->V- WITHIN ANTON BLVD. ONLY.
rt `Bei ,cW1IL-am`Frost 6& C54&qo6afts
PROFESSIONAL ENVIRONMENTAL ENGINEERS 6 PLANNERS
P.O.. BOX 2890 • 1401 QUAIL STREET, NEWPORT BEACH. CALIFORNIA 92663
(7141 833 -0070
6z I 'h DATE:6-7 BO
ROBERT W. BEEN R. C. E. 12738
_O t(8/ 1 RESV BLD-NO- ZPEie /METEiP 4 ADJACENT MEO/ANS
® ! % /gp REV /SE SEWER LATE24L SIZES It LOCATIONS FOR 0. afA. BLDG. NQ 1
5 j 2G BO AOO SEWER A10rE 11 AND 516NAT41.eE W_06< FOIe CM, 5 D.
a 9/23 BO 2EV/5E0 5D, ALIGNMENT 4f QUANTITIES AND ELIMINATED FoerloNs oF5TOQINOeA/
9114180 REVISED SD, dLI61-lNfErV7- QUANTITIES 4A40494EO .TGT,.COX LIETAIL STLl.6S
2 B // 5 eo PEV /5 E D_ E /YE2 70 5W Of 5 TOWE2 , RE V / SED SDAZ /fN N
1ENT CVNE C T /ON 7D�B
I
7/3/60 2EV / 5E0 SEWE2 � 5T 02 V/ OQ4 /N AL 16 14ME NT � QAN T/T
ES (z>.&.)
NO. DATE DESC21PTION JAP PI
..c��...:_._. a.ev _ ..•uY .c1�w- iP•,aw $..iv,xJyd,Sau3iG tl[ }• 9v. ••_
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