HomeMy WebLinkAboutS_5200_SCOSTA MESA SANITARY DISTRICT'
NO.
1
2.
CONSTRUCTION NOTES
i'TEM UNIT QUANTITY
CONSTRUCT 12•· V.C.P. SEWER L.F. 240 ---------------------+~--t--~~--1
COIJSTRUC T B" V.C.P. SEW"R ___ __l,_,.F----'.-+----"9-"-8-"-6-----j
e-_3.-+-----'CONSTRUCT SEWER MANHOLE PER CMSO STD. S-100. LA.
4. POTHOLE SEWER LATERAL RETWEEN OLD RIW & NEW RIW. ' FA.
-3 --
56
37 A. IF EXIST. LATERAL ELEVATION CONFLICTS WITH NEW STREET ELEV.,1 EA.
LOWER LATE,C/AL AS DIRECTED BY CMSO INSPECTOR.
8. REPLACE ALL 4•· LATERAL BETWEEN OLD RIW AND NEW RIW i cA SG
WITH 6" VCP. =t
lv!ANJIU!.E REJ!A5'/LITATIO#, REPAIR A/111' Ct24T7h'G___ ~A
1
-.. ~_:-~_-_-_-_c4-=----I
ADJUST EXIST. SEWER MANHOLE TO GRADE c• I
CUT AND PLUG EX/ST. SEWE_·R_L_!N_E_-_______________ ,_L_.s_.-+-__ L_.s_.__,
5.
6
7.
REMOVE MANHOLE AND BACKFILL PER OGEMA REQUIREMENTS __j__E_ :-·-+-___ 4_ ,
ABANDON EXIST. 8" VCP SEWER i ... ,_. -+-__ L_.S,_
RECHANNEL MANHOLE BOTTOM. EA. 5 --------------------1----
8.
9.
10.
1 -·--1-----11. CONNECT EXIST. 6°0 SEWER LA TFRAI TD NEW SEWER. -~==~-------CA.
12. RECONSTRUCT EXIST. MANHOLE. 1rJS CALL .'JEW PRECAST S"CTiONS. EA. 7
--,-----
13. -
' ~-~-c_o_A_T_R_A_1s_E_D_P_o_R_T_1o_N_o_F_M_A_/\_'H~L-E-PE_.R_S_P_E_c_s_. ___ -------------~~--_ -_ ct --~
GENERAL NOTES
1, THE SEWER S'rSTEM SHALL CONFORM TO THE STMiDARDS OF Ti-IE COSTA
MESA SANITARY DISTRICT
2. CONTRAC~OR SHALL REQUEST INSPECTION FROM THE c>FF!CE OF 7Hl
DISTRICT :cNGINEE'-< 48 /-/OURS PRIOR TO COMMENCEMENT OF WORK.
(714) 631-!731.
3. Alt( WORK PERFORMED WITHOUT INSPEC::TION FRO.IV -HE DISTfllCT
i SHALL BE CONSIDERED UNACCEPTABLE.
4. CONTRACTOR SHALL OBTAIN C.M.S.O. SE,VEH PERMiT PR/UR TO
COMMENCEMENT c1F WORK FFlOM THE OE'PT. OF STREEJS ANO
SAN/TA TICN. C:!TY OF COSTA MESA, 7: >'AIR ORl'✓E.
/714) 154-5323.
5. CONTRACTOR SHALL OBTA!r, ALL rJECESSARY PEiiMITS THAT MAY Be,
REQUIRED FR'JM THE LOCAL GOV~RNING AGENCY.
6. CONTRACTOR TO HAVE A COPY OF APPROVED SE't:cR PLAN AN:>
C.M.S.D. STANOAR;.J PLANS ANO SPECIFICATIONS Qr, )08 Si TE AT
AU. TIMES
7 CLAY PIPE JOINTS SHALL BE 'YPE ·'G'· IVECHAN1C4L COMPRESSI.JN
,!DINTS FOR MAIN UNE' SEWER. TYPE "D·' JOINTS. BAND-SEAL OR
APPRO'.'ED EQUAL, ARE APPROVED FOR LATERALS AND REPAIR WORK
ONLY
8. 6 •• LATERALS SHALL BE CONSTRUCTE:J FROM THE SEWER MAIN TO EVERY LOT
9. ALL LATERALS SHA!.L BE CONSTRUCTED PRIOR TO SURFACING OF STREETS.
10. STAMP 0S" CN CURB AT SEWER LATERAL LOCATIONS.
11, SEWER MAIN SHALL BE AiR OR WATER TESTED MEETING DISTRICT
f[1,1GJNEER'S APPROVAL.
12. PRIO.C/ TO ASPHALT CONCRETE PAVING, MANHOLE FRAMES ANO COVERS
SHA_L RE LE"T 6" BELOW FINISH GRADE. AFTER STC/EET SURFACING
IS COMPLETED, FRAMES ANO COVERS SHALL Btc RAISED TO GRADE PER
S TO. 0 WG. NO:). S-105.
13. SEWER MANHOLE FRAME ANO COVER SHALL BE ALHAMBRA FOUNDRY A-
1270, OR APPROVED EQUAL. COVER TO BE STAMPED 'SEWER'.
14.
15.
16.
SEWER MAIN SHALL BE BALLED AFTER ALL MANHOLE FRAMES ANO
COVERS /-/AVE BEEN RA/SEO TO GRADE
PVC PIPE MA 'r BE USED ONLY WITH PRIOR APPROVAL Fl'lOM THE
DISTRICT ENGINEER.
CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING WARNING DEVICES.
FLASHING ARROW BOARDS, LIGHTS ANO FLAGMEN IN ACCORDANCE WIT/-/
"WORK AREA TRAFFIC CONTROL HANDBOOK" PUBLISHED BY BUILDING
NEWS, iNC, LATEST EDITION.
PROJECT NO. 1112100-128
PLANS FOR RECONSTRUCTING
MESA/BIRCH SEWER LINES
IN THE UNINCORPORATED TERRITORY OF
ORANGE COUNTY.
'-------------~-----------------------------------------------··-
. MACARTHUR
I BLVD.
"
SWAt,, D ----~
"""'" ,L
' ,,.
-?)' (:'
>0' ' I
'
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~ -AREA OF CONSTRUCTION
-------------
LOCATION MAP
NOTICE TO CONTRACTORS
ALL CONTRACTORS ArJO SUBCONTRACTORS PERFORMING WORK SHOWN ON OR
/-It LATED TO TI-/FSE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL
PERSONS ARE PROV/OED A SAFE PLACE TO WORK AND THE PUBLIC IS
PROTECTED. ALL CONTRACTORS ANO SUBCONTRACTORS SHALL COMPLY WITH
Tl-IE STA TE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS,
DIVISION OF 1NDUSTRIAL SAFETY AND /-/EAL TH, "CONSTRUCTION SAFETY
ORDERS., THE DISTRICT ENGINEER SHALL NOT BE RESPONSIBLE IN ANY
WAY FOR THE CONTRACTOR·s AND SUBCONTRACTOR'S COMPLIANCE WITH
TH/=SE ORDERS.
corJTRACTOR FURTHER AGREES THAT ,YE SHALL ASSUME SOLE ANO COMPLETE
RESPONSIBILITY FOR JOB SiTE CONOITIONS DURING Tl-IE COURSE OF
CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSL 'r AND NOT
BE LIMITED TO NORMAL WORKING HOURS: ANO THAT THE CONTRACTOR SHALL
DEFEND. INDEMNIFY, AN:J HOLD THE COSTA MESA SANITARY DISTRICT A.ND
Ti-IE DISTRICT ENG/NEER HARMLESS FROM ANY AND ALL LIABILITY, REAL
OR ALLEGED. IN CONNECTION WITH THE PERFORMANCF OF WORK ON THIS
PROJECT, EXCEPTING FOR LIABILITY ARIS/NG FROM THE SOLE NEGLIGENCE
OF THE COSTA MESA SANITAR'r DISTRICT, OR THE DISTRICT ENGINEER.
P-IE EXISTENCE, APPROXIMATE LOCATION AND EXTENT OF ANY UNDERGROUND
U"!"!L/T/ES OR STRUCTURES SHOWN HEREON HAVE BEEN OBTAINED B'r A
SE,ARCH OF THE AVAILABLE RECORDS. Ti-iE CONTRACTOR IS REQUIRED TO
TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES
SHOWN .ANO ANY OTHER LINES NOT OF RECORD OR NOT SHOWN. IF Tl-IE
CONTRACTOR, WHILE PERFORMING THE CONTRACT, DISCOVERS UTILITY
FACIL/TrcS NOT $HONN HEREON, I-IE SHALL IMMEDIATELY NOTIFY THE
DISTRICT ENGINEER /N WRITING.
DR, 7 (16512)
COSTA MESA SANITARY DISTRICT
PROJECT NO. 1112100-128
MESA/BIRCH SEWER
ORANGE COUNTY
ENVIRONMENTAL MANAGEMENT AGENCY
MESA I BIRCH REALIGNMENT
1-----------------"T----------------,--------------------.... --------------------------------~,--------------------.--------------•----S-h_e_e_r_~ Of
91
REVISIONS
-
COSTA MESA SANITARY DISTRICT
TITLE SHEET
?II UTILITIES: Undeground Service Alert
CALL: TOLL FREE
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
NO. DATE DESCRIPTION ENGINEER:
R.C.E. 31720
'
S1
CONSTRUCT/ON NOTES
CONSTRUCT 12" VCP SEWER
CONSTRUCT 8" VC:P SEWER
CONSTRUCT SEWER MANHOLE
PER CMSD STD. S-100.
POTHOLE SEWER LATERAL BETWEEN OLD R/W
AND NEW R/W TO DETERMINE SIZE AND ELEVATION.
240 L,F.
986 L.F.
3 EA.
56 EA.
A. IF EXISTING LATERAL ELEVATION CONFLICTS WITH 37 EA.
NEW STREET ELEVATION, LOWER LATERAL AS DIREC rEo
BY CMSD INSPECTOR
B. REPLACE ALL 4" LATERAL BETWLLN OLD R/1// S6' E.4.
AND NEW FI/W WITH 6" VCP.
MANHOLE REHAB/LITA T,ON, REPAIR, AND COATING.
ADJUST EXIST, SEWER MA!JHOLE TO GRADE
/ADJUSTMENTS TO BE MADE IN 24" ID SECTION/
CUT & PLUG EXIST. SEWER LINE
ABANDON EXIST. SEWER MANHOLE (x/. REMO',': MANHOLE
AND BACKFILL PER OCEMA REQUIRl=Mt-'!TS.
ABANDON EXIST. 8" VCP SEWER
RECHANNEL MACJHOLE BOTTOM.
CONNECT EXIST. 6" SEWER LATERAL ,O NEW SEWER.
RECONSTRUCT EXIST. MANciOLE B c' KNOCKING our
ALL BRICK TO BASE ELEVATION. INSTALL NEW P,RECAST
SECTIONS FROM BASE TO NEW STREF:T EL[✓A T/ON
PER CMSD STD. S-WO.
COAT RAISED PORTION OF MANHOLE PER SPECS.
(x) ,cRAME & CO VER TO BE DELIVERED TO,
CITY CORPORA T/ON YARD
2300 PLACENTIA AVE.
COSTA MESA
MESA
4 EA.
7 EA.
L.S.
4 EA.
L S.
5 EA.
1 FA
7 f " ..
1 EA.
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ORCHARD-
SCALE 1"c100'
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MATCH LINE-SEE BELOW RICiHT
DRIVE
(16+20)-EX.SMH
52.89 cllM
155.2) RIM
(47 8) INV.±
/15+92
(9z94)
, /9+31t-
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I
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7
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(13•20)-EX.SMH
52.29 RIM
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= I! •
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(55.21 RIM
(45.1) 1NV.:!: :a:
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(46.6) INV.±
BRISTOL l_STREET
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(6,66)-EX.SMH
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(52.20)RIM
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l53.20)RIM / j T ~44/ 145.3) INV.±
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,.,,,, ,171,13) ,,.....,,,_ . I
MATCH LINE-
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ORCHARD
SEE ABOVE LEFT
DRIVE
COSTA MESA SANITARY DISTRICT
PROJECT NO. 1112100-128
MESA/BIRCH SEWER
ORANGE COUNTY •
'NVIRONMENTAL MANAGEMENT AGENC
MESA / BIRCH REALIGNMENT
DR, 7 U6512)
Sheet ;a'
1"1 Of 91
OVERALL
SEWER SITE PLAN
OVERALi. SEWER SITE Pl.AN MAR DATE DESCRIPTION PREPARED UNDER
1----J'---'--------~ SUPERVISION OF =~~-----REVISIONS RCE DATE
SEE SHEETS S3 AND S4 FOR PLAN AND PROFILE DESIGNED , SCALE DATE ORAW1NG NO.
DRAWN :
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STATION 1 +00 2-QQ 3-1 00 4+:JO 5--t 00 6-1 00 7+00 8·•00 9-00 STATION 1---.----l--+------------'--'-F-""-----------==-:i-=-==----------=...:.+='------------=--'-f:...::.--------_:=__-'+.,_... ___________ --=__,_,_=-=---------'---=-t==-=----------=+=-=-----------=--+-==-=----------+---+---.---cu. EXC. , I EXC. CU.
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NEWPORT BEACH
CURVE TABLE
I.D. RADIUS DEFLECTION LENGTH TANGENT
PROFILE
HORIZ.
VERT.
1" =40'
1''=4'
A
---
,' l
\ 2: 1 I '
I
.. l
..
' .. + ____ ,,_ --
ttf)O~ -----,.
'A' 35.00 90•01·39" 54.99 35.02
l.()) DR. 7 ( 16512)
CONSTRUCT/ON NOTES
CONSTRUCT 12" VCP SEWER
CONSTRUCT 8" VCP SEWER
CONSTRUCT SEWER MANHOLE
PER CMSD STD. S-100.
GOAT INSIDE MANHOLE PER SPECS
ADJUST EXIST. SEWER MANHOLE TO GRADE
/ADJUSTMENTS TO BE MADE IN 24" ID SECTION)
CUT & PLUG EXIST. SEWER LINE
ABANDON EXIST. 8" VCP SEWER
RECHANNEL MANHOLE BOTTOM.
CONNECT EXIST. 6" SEWER LATERAL TO NEW SEWER.
GOAT RAISED PORTION OF MANHOLE PER SPECS.
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UTILITIES
SOUTHERN CALIFORNIA EDISON CO.
PACIFIC BELL.
SOUTHERN CALIFORNIA GAS CO.
CITY OF NEWPORT BEACH.
SANTA ANA HEIGHTS WATER CO.
COMMUNITY CABLE.
METROPOLITAN WATER DISTRICT
COSTA MESA SANITARY DISTRICT
-51( -
0 1 2
'
3 INCHES ON ORIGINAL DRAWING ---
COSTA MESA SANITARY DISTRICT
PROJECT NO. 1112100-128
MESA/BIRCH SEWER
ORANGE COUNTY
ENVIRONMENTAL MANAGEMENT AGENCl
MESA I BIRCH REALIGNMENT
MESA
PLAN
DRIVE SEWEfi
AND PROFILE
(~
@ 35.00 86.02'04" 52.56 32.66 Sheet g Of 91
~ -i< r,<ARK DATE DESCRIPTION PREPARED UNDER \SHEET cQ, 3595.00 15•11'39" 953.36 479.49 SUPERVISION OF,
@ REVISIONS _R_O_E _____ D_A-TE "'A D 3629 00 15°11'39" 962.38 484.03 ® ! 366j:oo 15•11'39" 971.39 488.56 1-DE_s_lG_N_ED_, --...--------! SCALE DATE DRAWING NO. ~7 -~
----------------iiiiiiiiiiiiliiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii~------------------------------.,;:; __ ~;~1..~' --=1~CHE~CKEDl, ___ ,sjro~~--,,_, ~i"
-------------------------------------------------------------------~-------------------
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STATION
CU. EXC_ ei
--~_ID_S~. _i'_IL_L~------~-_____________ : _ _.~_,_-._-_-_-_-__ --_-_-_--__ -_ --=---====i
1
==============-=-------=--------------_-_-_-------------
CURVE TABLE
1.0. RADIUS DEFLECTION
35.00 90'00'00"
3595.00 15°11'39"
3629-00 15'11'39"
3663.0C 15°11'39"
LENGTH
54_98
953-36
962.38
971.39
I
TANGENT,
35.00
479.49
484.03
488.56
13-1-00 ----r ---------
HORIZ:1"a40'
VERT.: 1"•4'
12+48.02SEW-EXIST. SMH
{0+00}/(4+31/-EX. SMH
(55. 74/RIM/(45. 77/INV.
r.,
SEE S~ EET 15
, ACACIA STREET.
/2•00/-EXIST. SMH ~~--"'----"-"-scc2:C-_9"'"4~R"'IM;--';'-"=--~jlt,2
/55.91 /RIM/( 46.53/INV.
I/[ ;'-ftf<,
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II / ·II -~ .--,w I - ;
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/ •-::-a~•L---...._ ·, NEWPORT BEACH
GOLF COURSE
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S3 12+08.31SEW-SMH N0.3 ' \ ,· \ w N 1
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DR. 7 (16512)
Sheet 8 Uf 91 71<>
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~~~:;_,f~~:~~f?~i~o' rn,~~£~.:±B~-Y: -*~-~•:~~~-~-, ~ -~ ~~~ .\¥~ 7~ £~~ ~-~ ~-__ -35~:~~:~:-~----~:~-• __ -------~--•~~-----:-_,:·. ~c;;~Tgo MESA DR--~ ·-~~~-~----~;, -<c._._-• J '\.
-
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--
NEWPORT BEACH
GOLF COURSE
c, ~ -------------------S'EWER TR -...__IN_S_P_E_C_T-'-O'-R'-, _____________ ...J _ --- - - --_ EXIST
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34 -
CONSTRUCTION NOTES
CONSTRUCT 8" VCP SEWER
CONSTRUCT SEWER MANHOLE
PER CMSD, STD. S-100.
GOAT INSIDE MANHOLE PER SPECS.
ADJUST EXIST. SEWER MANHOLE TO GRADE
:ADJUSTMENTS TO BE MADE IN 24" ID SECTION}
CUT & PLUG EXIST. SEWER LINE
ABANDON EXIST. SEWER MANHOLE/xi. REMOVE MANHOLE
AND BACKFILL PER OGEMA REQUIREMENTS.
ABANDON EXIST. 8" VCP SEWER
RECHANNEL MANHOLE BOTTOM.
RECONSTRUCT EXIST_ MANHOLE BY KNOCKING OUT
A~L BRICK TO BASE ELEVATJQN_ INSTALL NEW PRECAST
SECTIONS FROM BASE TO NEW STREET ELEVA T/ON
PER GMSO STD. S-100_
FRAME & COVER TO BE DELIVERED TO
CITY CORPORATION YARD
2300 PLACENTIA AVE.. COSTA MESA.
UTILITIES
SOUTHERN CALIFORNIA EDISON co_
PACIFIC BELL-
SOUTHERN CALIFORNIA GAS CO.
,:c---~ CIT,' OF NEWPORT BEACH.
ITJ
UJ
@J
SANTA ANA HEIGHTS WATER CO.
COMMUNIT1' CABLE.
METROPOLITAN WATER DISTRICT
[_8J COSTA MESA SANITARY DISTRICT
1 ? 0 1 2
3 INCHES ON ORIGINAL DRAWING
COSTA MESA SANITARY DISTRICT
PROJECT HO. 1112100-128
MESA/BIRCH SEWER
ORANGE COUNTY
ENVIRONMENTAL MANAGEMENT AGENCl
MESA I BIRCH REALIGNMENT
MESA
PLAN
DRIVE SEWER
AND PROFILE
?<o
·,,/v+~\'<'~-->.-____________ ,,.,,.. --%11f,IN --~1,, - - - - - - - - - - -- - - - - - - -- -~ !:£f ~w~_.ro REMAIN ~"J ,'.b ,\ ----EXIST 8" VCP SEWER TO REMAIN ----.J,__ MARK DATE DESCRIPTION PREPARED UNDER ,~ 'I," ':,' EX. SMH • ---SUPERVISION OF , (I \ ,~'I-,--, /10+43///0•00) ~~ (17+95)/(0,00}-EX, SMH REVISIONS -'-cR-CccE ______ D_A_T_E • • '"'10 (25.28/ RIM PLAN 12 10 85 ...!.!.!=:'.c,'..,!3.!:'._25~R:CIM=-='..!:~----.-~
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