S-82-1.1-1.5I
ITEM
UN IT
OUANT.
I
PUMP STATION 8 VALVE VAULT COMPLETE
L.S.
2
15" V. CP SEWER
L.F.
98
3
/0" D.I.P FORCE MAIN
u
r
Ax
N°
ITEM
UN IT
OUANT.
I
PUMP STATION 8 VALVE VAULT COMPLETE
L.S.
2
15" V. CP SEWER
L.F.
98
3
/0" D.I.P FORCE MAIN
L.F.
l0/
GENERAL NOTES
1. The sewer system shall conform to the standards of the Costa
Mesa Sanitary District.
2. Contractor shall request inspection from the office of the District
Engineer 48 hours prior to commencement of work. Tel (714) 63I -1731
3 Any work performed without inspection from the District shall
-be considered unacceptable.
4. Contractor shall obtain C.M.S.D, sewer permit prior to construction
from the Department of Streets and Sanitation, City of Costa
Mesa, 77 Fair Drive. Tel (714) 754 -5323.
5 Contractor shall obtain all necessary permits that may be required
by the local governing agency.
6 Contractor to have a. copy of approved sewer plan and C.MS.D.
Standard Plans and Specifications on job site of all times:
7 Clay pipe joints shall be Type "G" mechanical compression joints
for main line sewer. Type "D" joints, Band -Seal or approved
equal, are approved for laterals and repair work only.
8. 6 " laterals sholl be constructed from the sewer main to every lot
9 All laterals shall be placed prior to surfacing of streets.
/0. Stomp "S" on curb at sewer lateral locations.
I /. Sewer main shall be air or water tested meeting District
Engineers approval.
12. Prior to asphalt concrete paving, manhole frames and covers shall
be left 6" below finish grade. After street surfacing is completed,
frames and covers shall be raised to grade per Std. Dwqg, N° S -105.
13. Sewer manhole frame and cover shall be Alhombro Foundry A -1270,
2 / 4
THE
s
CONSTRUCTION OF
PUMP / NG STATION
0
a
z
THE -INTERSECTION -OF
MESA DR l VE AND IRVINE A VENUE
Costa Mesa --�
z
d
MAR
or approved equal. Cover to be stamped SEWER .
14 Sewer main shall be balled after all manhole frames and covers ,
have been raised to grade. LOCATION MAP
15. PVC. pipe may be used only with prior approval from the District - SCALE 12400'
Engineer.
16 Contractor shall be responsible for maintaining warning devices,
lights and flagmen in accordance with "WORK AREA TRAFFIC
CONTROL HANDBOOK" published by Building News, Inc., 1982, 8
"MANUAL ,OF WARNING SIGNS, LIGHTS, AND DEVICES FOR
USE IN PERFORMANCE OF WORK UPON HIGHWAYS " issued by
the State of California, Department of Public Works, latest edition.
Revisions
UT /LIT /ES CALL W Date Description
Southern Cal. Edison 714- 835 -3833 Underground Service Alert /
Southern Cal. Gas 714- 634-3117 48 hrs. prior to excavating
Pacific Telephone 714- 633 -0811 for und&Vound locating.
Santa Ana Heights Water 714 - 545 -1060 1-800-422-4133
AtwPort Beach Utilities 714 -640 -2221
J I —�
1
0
W
Z
0
i V
O.C.S. Benchmark C.M. 20-70
In the southeast part of the intersection of Tustin Avenue
and Mesa Drive; 59 feet southeast of the centerline of _
Tustin Avenue; 38 feet southwest of the centerline of Mesa
Drive; 0.7 feet northeast of the southwest end of a concrete
retaining wall, level with the sidewalk.
7976 e/ev 25.871
NOTICE TO CONTRACTORS--
All contractors and subcontractors performing work shown on or
related to these plans shall conduct their operations so that all
persons are provided a safe place to work and the public is
protected. All contractors and subcontractors shall comply with
the State of California Department of Industrial Relations,
Division of Industrial Safety and Health, - "CONSTRUCTION
SAFETY ORDERS." The District Engineer shall not be responsible
in any way for the contractors and subcontractors compliance
th th orders
ry ese
Contractor further agrees that he shall assume sole and complete
responsibility for job site conditions during the course of construction
of this project, including safety of all persons and property;
that this requirement shall apply continuously and not be limited
to normal working hours; and that the contractor shall defend,
indemnify, and hold the Costa Mesa Sanitary District and the
District Engineer harm less from any and all liability, real or
alleged, in connection with the performance of work on this project
- excepting for liability arising from the sole negligence of the
Costa Mesa Sanitary District, or the District Engineer.
The existence, approximate location and extent of any underground
utilities or structures shown hereon have been obtained by a search
of the available records. The contractor is required to take due
precautionary measures to protect the utility lines shown and any
other lines not of record or not shown. K the contractor, while
performing the contract, discovers utility, facilities not shown hereon.,
he shall immediately notify the District Engineer in writing.
-h.
Project N° 1112100 -74
ENGINEER SHEET
COSTA MESA SA NI TAR P DIST. TUS TIN PUMPING S TA TION I
Approved OF
RELOCA TION & REMODEL
Robin B. Homers R.C.E. 31720 Date
VECIAL PRUMIONS FOR OPEN CUTE iN IRVINE AVENUE -
-
ALL STREET CONSTRUCTION i REPLACEMENT OF EXISTING 4TREET IMPROVEMENT5 TO BE MADE UNDER THE DIRECTION OF ( TO THE
SATISFACTION OF THE E.M.A.INSPEGTiR.
TWO SACK CEMENT SLURRY BALKFILI SHALL BE UiED IN ALL OPEN CUTS AND SHALL BE PLACED WITHIN 24 HOUR5 AFTER
TRENCHING. EXIST. 10" C.LP.
y I I
PATCHING OF THE TRENCH SHALL BE OF HIGH RUAIITY AND TO THE TOTAL SATISFACTION OF THE E.M.A. INSPECTOR.
> RENCH 41EEL PLATING SHALL BE ON THE JOB SITE BEFORE THE TRENCHING BEGiNS..PLATEh -SHALL BE PINNED OR w
ACKED WHEN PLACED.
A.C. PATCH PERMANENT MATERIAL 49ALI BE iN51A1LED TO FIRYM GRADE AND TO IRE SATISFACTION ETF THE E.M.A. ` 4MITH•BLAiR'TYPE 411 COUPLING
INSPECTOR NOT LATER THAN TWO WORKING DA15 AFTER THE SLURRY BACKFIII HM BEEN PLACED.
I I r I I NOTE` CONTRACTOR SHXI BE RESPON41B1E FOR ADJUSTING FINISH GRADE OF AE. PATCH DUE TO SETTLEMENT COMMENCING /
C04fJ CONTRACTOR TO VERIFY ELEV. NO LHS THAN 10 WORKING DAY5 AND COMPLETING NO LATER THAN 20 WORKING DA15 AFTER A.G. PATCH INSTALIATIIiN
'L PRIM TO CONSTRUCTION AS PROVIDED ABOVE. All WORK SHALL BE DONE TO iRE SATISFACTION OF THE EM.A. INSPECTOR.
Co LIZ ALL OPEN iRENCHES 10 BE COVERED BY 3 P.M. EACH DAY. r
to co tON51RUGT10N TO BE PHA5ED SUCH THAT THERE WILL BE NO MORE TITAN 1 OPEN TRENCH IN IRVINE OR MESA W ANY TIME.
flgr�ON FILL t PWG EXISTING CAMEL WITHIN AVENUE i M14A DRIVE TO BE COLD PLANED NEXT TO UTTER t CAP W1114 0.1' A.C., THEN FOG SEAL I REITRIPE CONhl. ia" I.D. DI.B L" BRONZE DUICK COUPLING
WITHIN THE AREA INDICATED ON THE PILAN5. (SNARED AREA BELOW) FLANGED ONE END
LJ O O
G" DEZURIK ECCENTRIC PLUG VALVE
EXIST 1.j" V.C.P. EXIST. 11" CI.P. TO STATION IT 45• ELBOW .`. °— 10.10 c L TEE O
(TO BE ABANEKXVED I m
O O
GONST. NEW CHANNEL FOR 1Z' V1iP. B, �' , GlASh B CONCRETE THRUST BLOCK 6" 90• BASE ELBOW
4 SQ.FT. REARING AREA ON 5011. 1
EMT. l0"I.D. D.I.P.
FLANGED ONE END
JY M.A. FL G.I. PIPE STAND BOLTED A
II I �• FLOOR OF VALVE VAULT f BASE
UNTRACTCR5 NEiTE
OF ELBOW w/ 4 5✓a" BELTS.
ALL EXCAVATIUNS TO BE RRCKFILLLD WITH TWO SACK SLURRY
Lj 4A�11FILL. _ EXIST. 40" C1P, FMC 1 ABANDON M PLACE
1I �� SECTION A-A
BYPAO CONNECTION
II I� 5EE SHEET 4
SCALE i ": i'
1
DETAIL I • E11% MANHOLE - - DETAIL 2 • TIE INTO EIR MAIN
4CALE 4h" : i. 4CALE 'W; 1, 1.D'
' NOTE 8" C.I. PIPE
AT TIME OF TIE-IN 14" PLUG VALVE IN ELDEN W FILLED /CUICAPPED
� W /GONG., 1.4'
STATION VALVE VAULT MUST BE GL05ED, BACK OF FACE
OF CI1R6. I
E 51 DEWALK
30
z 10
-old A 20. LO PUMP STATION OR
i° VALVE VAULT
•.• �
I : W _
EXKT. BUICN WALL j EMT. 1� 9 RCP.3 EXKTPP vo+ ICOM ACT DC.FILL. POURED AGIUNST
Em. TRAFFIC CONTROL UNIT 2.O'
/ E
qi
l� �W W / ,
EXIST. P.P. `��� 3�
r�
VGuY _ a �a' P4?` XLST TRAFFIC 516 (�e 4o DETAIL 3 • BARRIER'S
r ��
CONST. CONTROL PANEL PER 411E 5. A o W •,�` Q �� \ �� SCALE ': 1'
• �� '/`• t. -Y Wv 1.7
dam.. S
3.50'
BORING "i 5� 9pp 3.50' 5.00' W ter? / EXKIING C.M.S.D. PUMP STATION CONTKDL BOX
IEEE hPEC4.1 0 I� ¢ �� i VENT PIPE. (TO BE REMOVED t RETURNED BY CONTRACTOR _
[C15T 18AFFICC SIGIIAL � \ TO UK CORPORATION YARD, 2300 PLACENTIA AVE)
/ I
Y B "C,1- POSTS, PER DETAIL 3 m
IN15 4HT N XIST. L.D. (PROTEGr M PLACE) �/ `) F � � , c 5` _ ° T
• c ��_ ��IST. GAS MEfERxo
• %%' , 5 ., to
TRAFFIC CCNTRCI NRTES.
EYKI 8" CG(PROTECT IN PLACE OR REI4ACE .n a �� '
EXIST. S.W. TObE `�" it ` *`` -`'i 1. CONTRACTOR TO SUBMIT AN ACCEPTABLE TRAFFIC GONiROL
i5 -- — 3' rcus, 4 `, k 1 PLAN TO THE COUNTY OF ORANGE PRIOR TO BEGINNING CDNST.
REPLACED TO iRE� SAD
<� , •.
SATMFACTION OF '' '''� ACTOR TO MAINTAIN i LANE OF TRAFFIC IN BOTH DIREGilONS
THE E.M.A. INSPECT CONTT :PUMP `TiTA110N i VALVE ;VAULT -- ALONG IRVINE AYENLIE AT AIL TIME4 i -
BE -_ �.
11CI A15 4HT.4.
Z CONTR
B PEAK TRAFFIC HOURS EACH NALL BE DIRECTION AM DURING
OR 90AMANDTA3�PM TO n 30 PM
EXIST. 12 VEP SEWER MONDAY THROUGH FRIDAY UNLESS OTNfRW15E DETERMiNEO BY
' COUNTY ECTOR.
-
vil
-F: EXISTING BYPAS'> VALVES i FIiFINGS THE INSP
(CONTRACTOR TO REMOVE i RETURN
E�C. A.A.NW.U. WATER MAIN ,. -'` ... r ;;� ». : s'3 . r. 1 C.C.M. MFNNPA� VE, AND
{ "PRgTf GT REPLACE PAVEMENT TO THE SAOb•
� FACTION OF INSPECTOR.) TIMT. VENT PIPE i IT
F NDUNED I LA LE
fi
TO BE ABA �PL CE
7N.
CITY DF NEWPORT BEACH BOUNUAKI: N 39' 4W 31 "E TO B.C.
(PROTECT IN PLACE) T (PWG _
SURVEY CL. ate EYIST SEWER
t4_ _ EXKT tM.K TO BE REMODELED
PER DETAIL 1.THI %EEi
�o � ;3
EXISTING EEM.AD. PUMP 51ATION 1D BE AIANDUNED
cc
a xa t I j : (CONTRACTOR TO; REMOVE ALL MA. COVER5.VALVES.
FITTINGS, ELECI EQUIPMENT. ETC
EXKT. Ib" AG. NEWPORT BEACH WATER MAIN ALL EQUIPMENT TO THE U.M. MI
STRDIIDCT�PLRAG hlUl
•
2`3421.58 IRVINE AYE. PAVEMENT THE 5A11hFAC
1340.1111 MESA DRIVE
41TE PLAN
SCALE 1": 10'
• • DY�GHARGE
t
WELL r
S.. l8"
• • DKCHARGE
I'
7 vt"
4 B"
6.0 ".1..O' WELL
DETAIL 4 • ANCHOR BUM
NOT TO SCALE
4EE 5H EET 4. SHEET
,
b' %DARE WELL
48" CLEAR
tic
Li
G
/ / W
a � /
ONITRUCTION NOTES:
{ O1 B" H.H. CP -5201 SEWAGE PUMP WITH IMPELLER 45
DISTRICT)
O2 8" DISCHARGE BASE ( ELBOW. (FURNISHED BY DISTRICT'
' O3 UPPER GUIDE BAR BRACKET. (FURNISHED BY DISTRICT
O POWER GABLE WITH WATER TIGHT CONNECTIONS. (FU
l ' J CABLE HOLDER ASSEMBLY. ( FURNSHED BY DISTRICT]
O7 INTERMEDIATE GUIDE BAR BRACKET, 1 PER PUMP. ( STAINLESS STEEL) FLYGT �i Q NOT TD SCALE
' I' Q
ALUMINUM ACCESS COVER, W /4TAINLEhh hTEEI HARDWARE, FRAME TO BE CAST INTO VAULT LID. #IYGT C•AL 485360ma
O - CONhT. NOTES (CUNT.) Mf G. MODEL
CONTRACTOR TO DRILL EIGHT(b) Ut" DIA. HO1E51N COVERS. SPACING PER INSPELTOR. - -- - - - i
O9 3' HDL BALL CHECK VALVE. TYPE 2014. FLYGT Q 1
•5q °,. 33 L" BASE ELBOW 90• W /HOLEb FOR 4 -ft-BOLTS IN BASE
10 3" D.D. A 304 STAINLEhh STEEL GUIDE BARS, 2 PER PUMP "
ii 12" DIA. PERFORATED FIBERGLASS PIPE STILLING WELL 1D 10'.8' REDUCER
I I I 35 B" 1h 125 SWING CHECK VALVE, BRONZEDTRIKMED,WRRIG CLOW F-5340
12 SUPPORT BRACKET FOR FIBERGLA55 PIPE 4TILLING WELL (STAINLESS STEEL) Q I (LEVER OPERATED
36 B" 125 lb. ECCENTRIC PLUG VALVE DEZURIK ABDD, FIG118 .E6,R517,.ANG- F13.344.011111
13 NEMA (o JUNCTION BOX ( 2 REO'D.) MILLARK DBS BBL Q I I
14 8" C.I. VENT PIPE EMBEDDED 1N�2' ■2'�3 DEEP CONCRETE BIDCR AIHAMBRA FOUNDRY A 2155 d 37 G 125Ib. EGGENIRIC PLUG VALVE DEZURIK GL00. F lG.118.F.b.R41(r,AMG +FIGSlUW.OD
I O L" BRONZE RUICK COUPLING 9ATE4 RUBBER 7139.92
15 GRATE AND FRAME ALHAMBRA FOUNDRY A-132-3
39 9 ADJUSTABLE PIPE RANGER W /INSERT IN PRECAST ITT GRINNEII
16 B" V.C.P. 90• BEND PUMPS OFF I 12 VAULT LID
LEV 1.75 O 4" DIA. PIPE 4UPPORT W /CLAMP
<� 17 8" V.G.P. VENT PIPE •
2 41 CA51 IN PLACE CONCRETE PYLON
O 72" x 7T' REINFORCED CONCRETE PRECAST VAULT �iECT10N5 WITK T -LOCK AMERPLATE COATING A45UCIATED CONCRETE PRODUCTS 60L0 REDUNDANT PUMPS OFF Q
REV. LLD IOaU]aL TEE
O 7Z'.72" REINFORCED CONCRETE PRECAST VAULT 4ECTIONh ASSOCIATED CONCRETE PRO Z75
EO REINFORCED CONCRETE PRMT VAULT LIDA ACCESS COVER FRAMES TO BE PRECAST IN UD.1 ASSOCIATED CONCRETE "MUCTS 4DLD BOTOM OF STILLING WELL
21 REINFORCED CONCRETE PRECAST VAIIIT BASE -[ MIPPORT BOLTS FOR PUMP DISCHARGE BASE TO BE ANCHORED ASSOCIATED CONCRETE PRODUCT4 6168
IN BASE )
C]
O ACCESS 4106. 13" DC. L REDUIRED. ( GALVANIZED STEEL) w
23 14" V.C.P. SEWER, SEE SHi S. }
24 3" C.I. DRAIN PIPE c �) GROU _ . ELEV. NEGATIVE 0.04 r
i
25 3` 90° ELBOW 21 >., GROUT �� BOTTOM OF WELL µ
24 B" DUCTILE IRUN PIPE o iv c Ln: c
27 111" DUCTILE IRDU PIPE
461.6 "bot C,
O 8" FLEX • COUPLING SMITH- BLAIR TYPE 431 0 • • . CC
• 29 B" 9D' ELBOW `-• o DISCHARGE BASE. SUPPORT BOLTS PER ; e6 TWIN AVENUE PUMP STATION � MEET
' . ' V Clp'IPACTED SAND e
° e PUMP MANUFACTURE'S RECOMMENDATIONS.
° 4 DETAIL 4 SHE 2.
O 8" 90• BASE ELBOW W / HOLES DRILLED FOR 4 YBOLTS IN BASE
31 8" 45• ELBOW y RELOCATION REMODEL OF
=~ -
' 5
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