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MESA CONSOLIDATED WATER DISTRICT
APPROVED FOR PHASE I CONSTRUCTION ONLY
APPROVED BY
DISIRIGj iNGINEER � l DJ►Trc
BENCHMARK
O.C.S. am 5 CA/ -Y 81 (51.576) ADJ. 1976
3EE DES Pr, ON
T/ SNE
ET 2
eet work plans reviewed and
agreed to pursuant to Public
Utilities Code Section 10103
City of Costa Mesa
by 27/ date
BEAR STREET
PROPOSED PARKING STRUCTURE
� \
OCK'S ADDITION
t
BULLOCK'S
mew
VICINITY MAP
APPROVED BY
DISTRICT ENGINEER
MESA CON30UDATED WATER DISTRICT DATE
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LINE "A
(PNA6E i 1
L //VE `D
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,/O/Al EX /ST. IE "ACP
END PHASE I
L INE A"
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Mesa Consolidated
V1 Water District
YOUR INDEPENDENT WATER AGENCY
1965 Placentia Awwe • Costa Mesa, Ca 92627 714 631 -1291
�I
II
1v,
i
SHEET
DESCRIPTION �aaeiE.Z
TITLE SHEET 1
SITE UTILITIES - PLAN
WATER LINE - PROFILE f. DETAILS 3
WATER LINE - DETAILS 4
SEWER RELOCATION - PLAN E PROFILE 15
o "a
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR ACS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR
SUBSTRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR
IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE
UTILITIES AND SUBSTRUCTURES SHOWN AND ANY OTHER LINES OR
STRUCTURES NOT OF RECORD OR NOT SHOWN ON THESE PLANS, AND IS
RESPONSIBLE FOR THE PROTECTION OF AND ANY DAMAGE TO THESE LINES OR
STRUCTURES.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPCNSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF
CONSTPUCTION 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 OWNER AND ENGINEER HARMLESS FROM '
ANY AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY
ARISING FROM SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
3 -& -eb
j_ s_ea
2 24 86
DATE
Mbolwy Engineering, Inc.
CIVIL ENGINEERING Q LAND SURVEYING
150 Poukwino. Suite 132
(; OttQ Maw, CA 92626 (744) S10G221
t
CONSTRUCTION NOTES
WATER
+
NOTES
RUANTITIES
CITY OF COSTA MESA
CONNECT INTO EXISTING 16" ACP, INSTALL 2 -16" S/F VALVES
STANDARD WATER CONSTRUCTION NOTES
@EhEg9l_ LIE $_F9R_$TRELT_1MPROVEMENT_eLAN�
TEE (FLG X FLG).
(Effective 9/84)
1.
Water mains will be installed according to the latest standards and specifications of
352 LF
Abbreviated for Encroachment Only
INSTALL 14" CEMENT LINED DIP PER DETAIL AND NOTES ON
the Mesa 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.
INSTALL CATHODIC PROTECTION AND FLUSH MOUNTED TEST
CITY OF COSTA MESA STANDARDS, ORDINANCE NO. .......... THE CONDITIONS OF
3.
Contractor to notify Mesa Consolidated Water District 48 hours prior to construction
APPROVAL AS APPROVED ON ------------- - - - - -, 19 - - - -, AND SHALL MEET THE
FIRE HYDRANT ASSEMBLY PER MCWD STD. DWG. NO. 4.
(phone: 714/631-1291--Office, or 714/754- 5398 -- Inspection Department).
APPROVAL OF THE CITY ENGINEER.
438 LF
OINSTALL
4" TYPE "K" RIGID COPPER PIPE.
30 LF
k.
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
DEG SEND (FLO X FLG), 10"X 6" REDUCER (RT X FLO),
Engineer. -
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (GREEN BOOK)
CURRENT EDITION.
S.
A P erformance guarantee bond shall be posted in the amount of 10% of the actual cost
FIRE HYDRANT ASSEMBLY.
O
10
of installation or $500.00, whichever is greater. The bond and application /pe_Ttit fee
3.
CONTRACTOR SHALL FURNISH AND INSTALL ALL SIGNS, LIGHTS, BARRICADES,
CHLORINATION ASSEMBLY PER MCWD STD. DWG. NO. 9.
must be received by the District prior to the District's final approval of plans and /or
11
PLASHING ARROW BOARD AND ANY OTHER TRAFFIC CONTROL OR WARNING DEVICES,
INCLUDING
1 SET
issuance of A.P. All work done under this A.P. shall be is accOrdwice with District_
VALVE AND REMOVE INTERFERING PORTIONS OF 6" ACP.
REMOVE AND REPLACE EXISTING AC PAVEMENT PER CITY OF COSTA
BE
FLAGMEN, AS MAY BE REQUIRED BY THE CITY ENGINEER. ALL ITEMS
MENTIONED SHALL 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.ND C.H. c
6.
Separation between sanitary sewer and water mains will be 10' HORIZONTAL 1' VERTICAL.
INSTALL 12" X It" X 10" TEE (RT X RT) WITH 10" S/F VALVE
FAILURE TO DO 90 WILL BE CITED UNDER APPLICABLE SECTION OF THE C.V.C.
(FLG X RT).
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 SHALL OBTAIN ENGINEERING DIVISION PERMITS PRIOR TO START OF
Maintenance urposes, 5' for water Services.
INSTALL 2" SERVICE E 1 -1/2" METER PER MCWD STD. DWG. NO.
ANY ON- OR OFF -SITE CONSTRUCTION AND /OR GRADING AND REQUEST INSPECTION
O.
Service terals Yill be set CO grade by contractor prior to the installation of water
FROM CITY ENGINEERING DIVISION 4a HOURS IN ADVANCE OF PERFORMING ANY WORK.
STD. DWG. NO. 16.
ter and boxes.
16
TELEPHONE (714) 734 -5323. THE CONTRACTOR SHALL MAINTAIN A COPY OF PERMITS
AND SIGNED PLANE ON THE toe SITE.
9.
r meters will not be installed nor water turned on until the backflow devices required
;o*r
3 WITH REDUCED PRESSURE BACKFLOW PREVENTER PER MCWD STD.
the building and irrigation systems have been installed, tasted, and certified.
IL
PERMITS WILL BE REQUIRED FROM THE MESA CONSOLIDATED WATER DISTRICT, ORANGE
INSTALL THRUST BLOCK PER MCWD STD. DWG. NO. 12.
Contact Water Quality at 714/754-5398.
COUNTY SANITATION DISTRICT, AND COSTA MESA SANITARY DISTRICT FOR
2 EA
9
CONNECT INTO EXISTING 12" ACP, INSTALL 12" B/F VALVE
CONSTRUCTION OF WATER AND SEWER IMPROVEMENTS. THE CONTRACTOR SHALL NOTIFY
0.
Protect existing utilities in place.
EACH 48 HOURS PRIOR TO BEGINNING CONSTRUCTION.
11.
Water mains will have 42" minimum cover to finish grade.
6.
LOCATE AND PROTECT ALL EXISTING UTILITIES IN PLACE.
12.
Raise existing water valve covers to grade.
VALVE LG X RT).
13.
Install fire hydrant per Standard Drawing i4.
7.
ALL CONSTRUCTION BTANINO 8lIALL BE DONE BY A LICENSED ENGINEER AND
CERTIFIED IN WRITING AS TO LINE AND GRADE PER THE APPROVED PLAN D
14.
Install blow-off per Standard Drawing i19.
CONSTRUCT SEWER MA LE PER CMSD STD. NO. 5 -100. FRAME
SUBMITTED To THE CITY ENGINEER.
15.
WATER MAINS WILL BE TESTED AT 225 P.S.I. FOR FOUR HOURS.
S.
WORK WITHIN THE PUBLIC RIGHT -OF -WAY, ONCE BEGUN, SHALL ROSECUTED TO
1((•
'►ackfill material will have a sand equivalent Of W or greater.
22
COMPLETION WITHOUT DELAY SO AS TO PROVIDE MINIMUM I IENCE TO
17.
The sand backfill will be compacted per Standard Drawing 119.
RECHANNEL MANHOLE BOTTOM AND RECONSTRUCT MANHOLE TO
we
ADJACENT PROPERTY OWNERS AMD THE TRAVELING PUBLIC.
"W"
STORM DRAIN
18.
CHIP 2" IN CURB FACE TO IDENTIFY WATER SERVICE LOCATION.
It,
ALL UNDERGROUND WORK SHALL RE COMPLETED ANY SUINACE blow WITHIN
19.
INSTALL TRUST RLOCXS PER DISTRICT STANDARD DRAWING NO. 12.
THE PUBLIC RIGHT- OF -WAY.
20.
Contractor to verify depth and location of all utilities prior to trenching.
10.
ALL MAUL ROUTES MUST BE APPROVED BY THE Tr ENGINEER.
21.
Contractor to install temporary caps for tasting and chlorination prior to connecting
11.
ALL UTILITY,TRENCH BACKFILL, MATER , AND COMPLTION SHALL CONFORM TO CCM
SITE UTILITIES
CO existing mains.
SHEET I
STANDARD NO. 813. BORE UNDER EX ING IMPROVEMENTS - TUNNELING IS NOT
22.
Contractor to return all material removed to District yard.
ALLOWED. NO NO OPEN EXCAVATIONS LL BE ALLOWED OVER NIGHT - BACKFILL OR
23.
Water meters and boxes to be installed by M.C.W.D. but paid for by others.
/
24.
A double check valve assembly will be required on all water matared services to any
it.
ALL WORK PERFORMED IN PuTLtc RIGHT-OF-WAY SHALL PER STRUT
condominium unit over two stories or five or more units on one metered service, contact
IMPROVEMENT PLANS St o Br THE ctrr ENGINEER.
Water Quality at 714/754 -5398.
13.
'
(ILL PCC RND AC BE JOINED SHALL BE SAWCUT IN A CLEAN, STRAIGHT LINE AS
25.
Irrigation meters will require a pressure vacuum breaker or a reduced pressure principle
APPROVED BY 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
i
industrial buildings. A!'
/
27.
A double check valve assembly will be required on metered water services to all
commercial buildings.
/
28.
In landscaped areas, no trees shall be located in M.C.W.D. easement or within 7.5 feat
of any M.C.W.D. facility.
/
f
SHEET
DESCRIPTION �aaeiE.Z
TITLE SHEET 1
SITE UTILITIES - PLAN
WATER LINE - PROFILE f. DETAILS 3
WATER LINE - DETAILS 4
SEWER RELOCATION - PLAN E PROFILE 15
o "a
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR ACS
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR
SUBSTRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR
IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE
UTILITIES AND SUBSTRUCTURES SHOWN AND ANY OTHER LINES OR
STRUCTURES NOT OF RECORD OR NOT SHOWN ON THESE PLANS, AND IS
RESPONSIBLE FOR THE PROTECTION OF AND ANY DAMAGE TO THESE LINES OR
STRUCTURES.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPCNSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF
CONSTPUCTION 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 OWNER AND ENGINEER HARMLESS FROM '
ANY AND ALL LIABILITY REAL OR ALLEGED IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY
ARISING FROM SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
3 -& -eb
j_ s_ea
2 24 86
DATE
Mbolwy Engineering, Inc.
CIVIL ENGINEERING Q LAND SURVEYING
150 Poukwino. Suite 132
(; OttQ Maw, CA 92626 (744) S10G221
MAii/ AvOfO ;Wrivv .vbfC zif 1-, .'i • 1 K.S. ✓. ✓. s.
J A ) %�'. " 'AtNnfN. , des. dMn. 3333 BRISTOL Of ?-
REVISION APYO. DATE 64MIVE.IYA9LSE% IP.eZ -jg101 �rE COSTA MESA, CA. 92626 ; AP 0213
s
i
i
i
v
t
CONSTRUCTION NOTES
WATER
+
NOTES
RUANTITIES
(D
CONNECT INTO EXISTING 16" ACP, INSTALL 2 -16" S/F VALVES
1 SET
(FLG X RT), 12" B/F VALVE (FLG x FLG), E 16" X 16" X 12"
TEE (FLG X FLG).
QINSTALL
12" ACP CL 150.
352 LF
3
INSTALL 14" CEMENT LINED DIP PER DETAIL AND NOTES ON
•65 LF
SHEET NO. 3.
4
INSTALL CATHODIC PROTECTION AND FLUSH MOUNTED TEST
1 SET
STATION PER DETAIL ON SHEET NO. 3.
OINSTALL
FIRE HYDRANT ASSEMBLY PER MCWD STD. DWG. NO. 4.
34:A
INSTALL 10" ACP CL 130.
438 LF
OINSTALL
4" TYPE "K" RIGID COPPER PIPE.
30 LF
CONNECT INTO EXIST. 6" ACP WATER LINE, INSTALL G" - 90
1 SET
DEG SEND (FLO X FLG), 10"X 6" REDUCER (RT X FLO),
INSTALL 6" B/F VALVE (FLO X RT) AND PROTECT EXISTING
FIRE HYDRANT ASSEMBLY.
O
10
HOT TAP W /TAPPING SLEEVE i VALVE PER MCWD STD. DWG. NO. 6.
INSTALL 12" CAP AND PLUG WITH TEMPORARY BLOW -OFF AND
3 EA
1 BET
CHLORINATION ASSEMBLY PER MCWD STD. DWG. NO. 9.
11
INSTALL CAP AND PLUG ON EXISTING 6" ACP BEHIND EXISTING
1 SET
I!
VALVE AND REMOVE INTERFERING PORTIONS OF 6" ACP.
REMOVE AND REPLACE EXISTING AC PAVEMENT PER CITY OF COSTA
240 SF
MESA STD. DWG. NO. 813 AND ASSOCIATED GUIDELINES FOR TRENCH
EXCAVATION.
13
INSTALL 12" X It" X 10" TEE (RT X RT) WITH 10" S/F VALVE
1 SET
(FLG X RT).
14
INSTALL 10" STANDARD DOUBLE CHECK BACKFLOW PREVENTER PER
2 EA
MCWD STD. DWG. NO. 17.
13
INSTALL 2" SERVICE E 1 -1/2" METER PER MCWD STD. DWG. NO.
3 EA
2 i 3 WITH REDUCED PRESSURE BACKFLOW PREVENTER PER MCWD
STD. DWG. NO. 16.
16
INSTALL 2" SERVICE E 2" METER PER MCWD STD. DWG. NO. 2 g
1 EA
3 WITH REDUCED PRESSURE BACKFLOW PREVENTER PER MCWD STD.
DWS. NO. 16.
17
INSTALL THRUST BLOCK PER MCWD STD. DWG. NO. 12.
12 EA
INSTALL ANCHOR BLOCK PER MCWD STD. DWS. NO. 11.
2 EA
9
CONNECT INTO EXISTING 12" ACP, INSTALL 12" B/F VALVE
1 SET
(FLG X RT) AND 22 1/2 DEG BEND (FLG X RT).
19A
NECT INTO EXISTING 12" RCP, INSTALL 12" X 12" X 10"
1 SET
TE RT X FLG X FLG), 12" ADAPTOR (FLG X RT), AND 10" B/F
VALVE LG X RT).
SEWER NOTES
20
INSTALL 8" VCP.
443 LF
21
CONSTRUCT SEWER MA LE PER CMSD STD. NO. 5 -100. FRAME
4 EA
AND COVER SHALL BE AL MBRA FOUNDRY A -1270 OR EQUAL,
COVER TO BE STAMPED "SEWER ".
22
CORE DRILL EXISTING MANHOLE TO ACCEPT NEW LATERAL,
- LS
RECHANNEL MANHOLE BOTTOM AND RECONSTRUCT MANHOLE TO
FINISHED GRADE.
STORM DRAIN
30
INSTALL 12" ACP CLASS IV.
110 LF
t
--
BULLOCK'S COSTA !MESA
SITE UTILITIES
SHEET I
-TITLE SHEET
Q19 °
Vk
MAii/ AvOfO ;Wrivv .vbfC zif 1-, .'i • 1 K.S. ✓. ✓. s.
J A ) %�'. " 'AtNnfN. , des. dMn. 3333 BRISTOL Of ?-
REVISION APYO. DATE 64MIVE.IYA9LSE% IP.eZ -jg101 �rE COSTA MESA, CA. 92626 ; AP 0213
s
i
i
i
v