S-86-8.4BEAR STREET
1
QI /1l V f. N. EX /S T.
(� I
''rAA l
YJ
Q I
O I PROPOSED PARKING STRUCTURE
f
0Lcosrfp
YN1
EX /ST. 12' ACr
70 AE REA40VED
/RR /d.
PrACr - -
R
STOR N
tIf A'CR - L /NE
BULLOCK'S ADDITION
(I 10 "ACP
A (' AIRE SERVICE
'i DOMEST /C yC.,
WATER
BULLOCK'S
JOEY MAP
U
t
N
LINE "A"
(Ne~ r)
L /NE 'D=
f /RE jr#T /CE
EX /ST. 6 "ACP '
TO BE AQANDONED a01A1 EX /JT. /t "ACP
ND PNASEX
1.11vt -A
EX /ST.
f.N.
ACP
LINE 00
(PN'AJE I)
/4e WELDED
STEEL S/PNON-
CEMENT
N
�I
I
IL
4t
SHEET INDEX
DESCRIPTI N T
TITLE SHEET 1
SITE UTILITIES - PLAN 0
WATER LINE - PROFILE A DETAILS 3
HEWER LINE - PLAN R PROFILE ;
PNRIVATE ENGINEER'S NOTICE TO CONTRACTOR
CONSTRUCTION NOTES
�jTITIEB
YSTER NOTES;
�1 _ CONNECT INTO EXISTING 16" ACP, INSTALL 2 -16" 91F VALVES
1 SET
(FLS X AT), 12" R/F VALVE (FLO x FLS), &16" X 16"X 12"
TEE (FL8 X FLG).
a INSTALL 12" ACP CL 130.
F
332 LF
33 - INSTALL 14" CEMENT LINED DIP PER DETAIL AND NOTES ON
CITY OF COSTA MESA
SHEET NO. 3.
STANDARD WATER CONSTRUCTION NOTES
INSTALL CATHODIC PROTECTION AND FLUSH MOUNTED TEST
PRQVENI€N $
OEM EAl. NQT€ g( T_PLAN
STATION PER DETAIL ON SHEET NO. 3.
a- INSTALL FIRE HYDRANT ASSEMBLY PER MCWD STD. DWS. NO. 4.
EffecctiveT9 /81
1.
Water mains will be installed according o the latest standards and specifications pecificatlow of
7 INSTALL t" VACUUM E AIR RELEAIE VALVE ASSEMBLY ►RR MCWD STO. PLAN4S.
Abbreviated for Encroach■wnt only
sw Ao" • w e r 2 L CONNECT INTO EXIST. 6" ACP WATER LINE, INSTALL 6" - SO
the Kass Consolidated Water District.
1.
ALL WORK AND MATERIALS WITHIN THE PUBLIC RIGHT -OF -WAY SHALL CONFORM TO THE
2.
Contractor to have on job -site a Copy of the latest standard specifications at all times.
FIRE HYDRANT ASSEMBLY.
CITY OF COSTA MESA STANDARDS, ORDINANCE NO. .......... THE CONDITIONS OF
3.
Contractor to notify Mesa Consolidated Water District 48 hours prior to construction
10 INSTALL 12" CAP AND PLUG WITH TEMPORARY BLOW -OFF AND
APPROVAL AS APPROVED ON -- ---------- - - - -., ss AND SHALL MEET THE
CHLORINATION ASSEMBLY PER MCWD STD. DWG. NO. 9.
(Phone: 714/631- 1291 - -office, or 714 /754 - 5398 -- Inspection Department).
0- INSTALL CAP AND PLUG ON'EXISTING 6" ACP 9EHIND EXISTING
APPROVAL OF THE cIry ENGINEER.
VALVE AND REMOVE INTERFERING PORTIONS OF 6" ACP.
It REMOVE AND REPLACE EXISTING AC PAVEMENT PER CITY OF COSTA
840 OF
4.
Plan check, inspection and engineering FEES will be made prior to signature of District
R.
ALL WORK SHALL BE PERFORMED AND ALL MATERIALS SHALL BE IN ACCORDANCE WITH
13 INSTALL 12" X It" X 10" TEE (AT X AT) WITH 10" B/F VALVE
Engineer.
(FLG X RT).
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (GREEN BOOK)
14 INSTALL 10" STANDARD DOUBLE CHECK SACKFLOW PREVENTER PER
It EA
MCWD STD. DWG. NO. 17.
CURRENT EDITION.
5.
A performance guarantee bond shall be posted in the amount of 10% of the actual cost
R i 3 WITH REDUCED PRESSURE SACKFLOW PREVENTER PER MCWD
STD. DWS. NO. 16.
of installation or $500.00, whichever is greater. The bond and application /permit fee '
1
CONTRACTOR SIGNS `(
3 WITH REDUCED PRESSURE ItACKFLOW PREVENTER PER MCWD STD.
must be received by the District prior to the District's final approval of plans and /or
SHING ARROW BOARD D ANY OTHER TRAFFICCONiROL OR WARNING DEVICES,
INCLUDING FLAGMEN, AS MAY BE REQUIRED BY THE CITY ENGINEER. ALL ITEMS
issuance of A.P. All work done under this A.P. shall be IS accordance with District
MENTIONED SMALL BE IN CONFORMANCE WITH THE CURRENT REQUIREMENTS A SPECIFIED
Rules and Regulations and Standard Specifications.
IN THE LATEST EDITION OF THE -CONSTRUCTION SAFETY ORDERS," AND W.A.T. C.M.
FAILURE TO DO
s,
Separation between sanitary sewer and water mains will be 10' HORIZONTAL 1' VERTICAL.
APPLI
SO WILL BE CITED UNDER APPLICABLE SECTION OF THE C.V.C. AND
CORRECTIVE COSTS TO THE CITY WILL BE CHARGED.
7.
A 15' water main easement will be granted to the Mesa Consolidated Water District for
4.
CONTRACTOR SMALL OBTAIN ENGINEERING DIVISION PERMITS PRIOR TO START OF
maintenance purposes, 5' for water services.
ANY ON- OR OFF -BITE CONSTRUCTION D /OR GRADING D REQUEST INSPECTION
S.
Service Laterals will be sat to grade by contractor prior to the installation of water
FROM CITY ENGINEERING DIVISION 48 HOURS IN ADVANCE OF PERFORMING ANY WORK.
meters and boxes.
TELEPHONE (714) 734 -3323. THE CONTRACTOR SHALL MNUINTgIN R COPY OF PERMITS
,
AND SIGNED PLANS ON THE JOB SITE.
,
Water meters will aot he installed nor water turned On until the backflow devices required
for the building and irrigation systems have been installed, tested, and certified.
S.
PERMITS WILL BE REQUIRED FROM THE MESA CONSOLIDATED WATER DISTRICT, ORANGE
Contact Water Quality at 714/ 754 -5398.
COUNTY SANITATION DISTRICT, AND COSTA MESA SANITARY DISTRICT FOR
CONSTRUCTION OF WATER AM SEWER IMPROVEMENTS. THE CONTRACTOR SMALL NOTIFY
1D.
protect existing utilities in place.
SACH N HOURS PRIOR TO SESIMNING CONSTRUCTION.
11.
Water mains will have 42" minimum cover to finish grade.
S.
LOCATE MID PROTECT ALL EXISTING UTILITIES IN PLACE.
12.
Raise existing water valve covers to grade.
13.
Install fire hydrant per Standard Drawing 04.
T.
ALL CONSTRUCTION STAKING SMALL BE DOME BY A LICENSED ENGINEER AND
CERTIFIED IN WRITING AS TO LINE ARID GRADE PER THE APPROVED PLAN AND
14.
Install blow -off per Standard Drawing 09. -
SUBMITTED TO THE CITY ENGINEER.
15.
WATER MAINS WILL BE TESTED AT 225 P.S.I. FOR FOUR HOURS.
S.
WORK WITHIN THE PUBLIC RISNT- OF- WAY, ONCE BEGUN, SMALL BE PROSECUTED TO
16.
Sackf111 material will have s sand equivalent of W or greater.
COMPLETION WITHOUT DELAY SO AS TO PROVIDE MINIMUM INCONVENIENCE TO
17.
The sand backfill will be compacted per Standard Drawing 019. -
ADJACENT PROPERTY OWNERS MID THE TRgVELING PUBLIC.
"W"
18.
CHIP 2" IN CURB FACE TO IDENTIFY WATER SERVICE LOCATION.
S.
ALL UNDERGROUND WORK SMALL BE CpMPLBTEO PRIOR TO sky SURFACE NORU WITHIN
19.
INSTALL TRUST BLOCKS PER DISTRICT STANDARD DRAWING N0. 12.
THE PUBLIC RIGHT-OF-WAY.
20.
Contractor to verify depth and location of all utilities prior to trenching.
$0.
ALL HAIL ROUTES MUST BE APPROVED BY THE CITY EMBINEER.
21.
Contractor to install temporary caps for tasting and chlorination prior to connecting
/1.
ALL UTIL ITY, TRENCH RACKFILL, MATERIAL, AND COMPACTION SHALL CONFORM TO CCM
to existing mains.
STANDARD NO. 613. SOME UNDER EXISTING IMPROVEMENTS - TUNNELING IS NOT
22.
Contractor to return all material removed to District yard.
ALLOWED. NO OPEN EXCAVATIONS WILL BE ALLOWED OVER NIGHT - RACKFILL OR
PLATE.
23.
Water meters and boxes CO be installed b M.C.W.D. but y
Y paid for b others.
24.
A double check valve assembly will be required on all water metered services to any
18.
ALL WORK PERFORMED IN THE PUBLIC RIGHT -OF -WAY SHALL BE PER STREET
IMPROVEMENT PLANS SIGNED BY THE CITY ENGINEER.
condominium unit over two stories or five or more units on one metered service, contact
{slater Quality at 714/754 -5398.
13.
ALL PCC AND AC TO BE JOINED @MALL RE SANCUT IN A CLEAN, STRAIGHT LINE As
25.
Irrigation maters will require a pressure vacuum breaker or a reduced pressure principle
APPROVED BY THE CITY ENGINEER.
assembly to be installed a minimum of 12" above highest sprinkler head.
26.
A reduced pressure principle assembly will be required on metered water services to all
industrial buildings.
27.
A double check valve assembly will be required on metered water services to all
commercial buildings.
35.
In landscaped areas, no trees shall be located in M.C.W.D. aasemant or within 7.5 feet '
of any M.C.W.D. facility.
SHEET INDEX
DESCRIPTI N T
TITLE SHEET 1
SITE UTILITIES - PLAN 0
WATER LINE - PROFILE A DETAILS 3
HEWER LINE - PLAN R PROFILE ;
PNRIVATE ENGINEER'S NOTICE TO CONTRACTOR
CONSTRUCTION NOTES
�jTITIEB
YSTER NOTES;
�1 _ CONNECT INTO EXISTING 16" ACP, INSTALL 2 -16" 91F VALVES
1 SET
(FLS X AT), 12" R/F VALVE (FLO x FLS), &16" X 16"X 12"
TEE (FL8 X FLG).
a INSTALL 12" ACP CL 130.
F
332 LF
33 - INSTALL 14" CEMENT LINED DIP PER DETAIL AND NOTES ON
•63 LF
SHEET NO. 3.
INSTALL CATHODIC PROTECTION AND FLUSH MOUNTED TEST
1 SET
STATION PER DETAIL ON SHEET NO. 3.
a- INSTALL FIRE HYDRANT ASSEMBLY PER MCWD STD. DWS. NO. 4.
3 EA
INSTALL 10" ACP CL ISO.
438 LF
7 INSTALL t" VACUUM E AIR RELEAIE VALVE ASSEMBLY ►RR MCWD STO. PLAN4S.
I FA
sw Ao" • w e r 2 L CONNECT INTO EXIST. 6" ACP WATER LINE, INSTALL 6" - SO
1 SET
DEG BEND (FLG X FLO), 10" X 6" REDUCER (RT X FLO),
INSTALL 6" B/F VALVE (FLG X RT) AND PROTECT EXISTING
FIRE HYDRANT ASSEMBLY.
O! - NOT TAP W /TAPPING SLEEVE L VALVE PER MCWD STD. DWG. NO. 6.
3 EA
10 INSTALL 12" CAP AND PLUG WITH TEMPORARY BLOW -OFF AND
1 SET
CHLORINATION ASSEMBLY PER MCWD STD. DWG. NO. 9.
0- INSTALL CAP AND PLUG ON'EXISTING 6" ACP 9EHIND EXISTING
I SET
VALVE AND REMOVE INTERFERING PORTIONS OF 6" ACP.
It REMOVE AND REPLACE EXISTING AC PAVEMENT PER CITY OF COSTA
840 OF
MESA STD. DWO. NO. 913 AND ASSOCIATED GUIDELINES FOR TRENCH
EXCAVATION.
13 INSTALL 12" X It" X 10" TEE (AT X AT) WITH 10" B/F VALVE
I !ET
(FLG X RT).
14 INSTALL 10" STANDARD DOUBLE CHECK SACKFLOW PREVENTER PER
It EA
MCWD STD. DWG. NO. 17.
-13 INSTALL 2" SERVICE s 1 -1/2" METER PER MCWD STD. DWG. NO.
3 CA
R i 3 WITH REDUCED PRESSURE SACKFLOW PREVENTER PER MCWD
STD. DWS. NO. 16.
li INSTALL 2" SERVICE s 2" METER PER MCWD STD. DWG. NO. 2 •
1 9A
3 WITH REDUCED PRESSURE ItACKFLOW PREVENTER PER MCWD STD.
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR DWG. NO. 16.
SUBSTRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE 17 INSTALL THRUST BLOCK PER MCWD STD. DWG. NO. 12. 1t EA
Bristol St. AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO III INSTALL ANCHOR BLOCK PER MCWD STD. DWS. NO. 11. P EA
MESA CONSOLIDATED WATER DISTRICT EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR 19 CONNECT INTO EXISTING 12" RCP, INSTALL 12" B/F VALVE I SET
IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE (FLG X RT) #a ee i0° DEB BENB (F66 *-*T'
PRO./ECT UTILITIES AND SUBSTRUCTURES SHOWN AND ANY OTHER LINES OR 1\9A - CONNECT INTO EXISTING 12" ACP, INSTALL 12" X 12" y. 10" I SET
APPROVED MO PHASE I CONSTRUCTION ONLY LOCATION STRUCTURES NOT OF RECORD OR NOT SHOWN ON THESE PLANS, AND IS TEE (RT X FLG X FLG), 12" ADAPTOR (FLG X RT), AND 10" B/F
RESPONSIBLE FOR THE PRUTIECTION OF AND ANY DAMAGE TO THESE LINES OR VALVE (FLG X AT).
STRUCTURES.
APPROVED GY rEIER NOTES
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPC'NSIBILITY FUR THE JOB SITE CONDITIONS DURING THE COURSE OF 20 INSTALL S" VCP. 443 LF
t• CONSTWUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND tl CONSTRUCT SEWER MANHOLE PER CMSD STD. NO. 9 -100. FRAME 4 EA
PROPERIYI THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT AND COVER SHALL BE ALHAMBRA FOUNDRY A -1270 OR EQUAL,
WS 1G7 ti1�INittiR " �, t BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL � COVER TO I E STAMPED "SEWER ".
DEFEND, INDEMNIFY, AND HOLD THE OWNER AND ENGINEER HARMLESS FROM Itt}- CORE DRILL EXISTING MANHOLE TO ACCEPT NEW LATERAL, - LS
ANY AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION WITH THE RECHANNEL MANHOLE BOTTOM AND RECONSTR(ICT MANHOLE TO
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY FINISHED GRADE.
ARISING FROM SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
STORM DRAIN
BENCHMARK INSTALL MAP o-- INSTALL 1t" ACP CLASS IV. 110 LF
O.C.S. MM # CAI -!9-11 (!/.r7s) ADJ. 1974
3EE AEiCR /rT /ON OW SNfET Q
Street work plans reviewed and Mesa Consolidated C�ER, W :� ' TI1C. BULLOCK'S COSTA MESA Mc -829
agreed to pursuant to Public a SHEET 4
water District;: SITE UTILITIES o
Utilities code section 10103 APPN�o(/lEO FoA; PosrpN�sE 1 wo�eK -o �„ ,a,,.,,�e,�,s��z .i t)v!T - ? /.� � TITLE SHEET
City of Costa Mesa
YOUR INDEPENDENT WATER AGENCY 2 ue� Iv rAu aawr verb si
�. 3i.:13 K. s. ✓. ✓.s.
/1 ST CT ENGINEER • vi t j %, Aa1NF - j. des dwn. 3333 BRISTOL of �_
by - T= 1--��. hate �, ° sA CONSOLIDATED WATER DISTRICT PATE 1965PWcwftAmw -Come MesG,Co92627 714631-1291 APPD. E
DATE Q REVISION .Y DATE C/I[//i.V E. /YNR9 '�� .,�/ COSTA #A E S A , CA. A 2 6 2 6 AP 0213
05-1&1
1
1