HomeMy WebLinkAboutS_5194_SIRWD WATER NOTE$:
The forlowing Standard Water Notes sho/1 be included on oll improvement plans for the
installotion of domestic water systems:
COSTA· MESA SANITARY !DISTRICT
PROJECT NO. 1112100-161
1.
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TRAFFIC ..... GENERAi.. NOTE$ . . . ' , . .' . . ,,
A. The· water system is to be fnstalled by the developer. All water system work shall conform
to the District's "Procedural Guidelines and General Design Requirements" and "Construction w. A T E R
ManuOi", as Jost re\lised.
B. the District Engineering Office shall Pe called for inspection four (4) working do_ys before SERVICES FOR SEWER PUMP STATIONS ON: 2.
ALL WORK AND MATERIAl.S SHALL COMPLY WITH THE CAL TRANS MANUAL OF
TRAFFlC CONTROLS SECTION 5 FOR CONSTRUCTION ANii MAINTENANCE ZONES
ANO WITH THE WORK AREA TRAFFlC CONTROL HANDBOO_K. (LATEST EDITIONS).
ALL STRIPING AND MAR.KING SflALL C-ONFORM TO THE STATE OF CALIFORNIA
STANDARD PLANS AN_D SPECIFl(;ATlON$ _INCLUDING STANDARD PLAN A-20, '
WHEN REQUIRED BY THIS PLAN,· start al work at 949/453-5300 or 949/453-5615.
C. A pre-construction conference of representati1.1es from affected agencies and the contractor
shall be held. on the job site 48-hours prior to start of wori<.
D. The water syst~m is to be staked by the developer's engineer at a minimum 50 -foot
stationing if there ore no existing curbs.
£. An)' water service found to be within a driveway or sidewalk shall be removed completely
and re -installed at the proper location at no> cost to the District.
ADAMS AVE., CALIFORNIA ST., CANYON DR., EL()EN AVE.,
GISLER AVE., WILSON ST., IOWA ST., MENDOZA. DRIVE,
F. AU main line valv~s shall .be maintained so as to· be accessible during tract development, ond
all valve stem tops having over 48 -inches of cover will require an extension as per Drawing
. W-B.
C. In residentiaf streets, the top of the pipe, 10 -inches and smaller, shaft be a minimum of 42
inches below the finished street surface and 4B -inches below finished street surface on all
pri/Tloty and secondary streets.
SANT A ANA A VE., SO. COAST PLAZA, IRVINE A VE. (lrUSTIN ST A TION),
VICTORIA ST., 21ST ST. AND 23RD ST .
H. Alf fire hydrants shaft be set with the bottom flange 4 -inches above the concrete pad or
sidewalk without the use of spools and shall be located a m;nimum of J feet from the £CR or
BCR at intersection.
IN THE CITY OF COSTA MESA, THE CITY OF NEWPORT BEACH
AND UNINCORPORATED ORANGE COUNTY.
I. AIJ water mains 6 -inches through 12 -inches sha/f be Class 150, AWWA C-900 PVC,
unless otherwise noted.
J. No tops or other connections shall be made to existing District water mains prior to
condt.Jcting an approved pressure thest on the new water distribution system. Tapping IOWA PUMP STATION MENDOZA PUMP STATION SO. COAST PLAZA PUMP STATION
sleeves shall be pressure tested in on approved manner in the field, in the presence of the
Dlstric;t fnspector, prior to tapping the main line. Topping of the main fine shall not proceed
unless a Di_strict Inspector is pr-esen t.
K. Wh~re meters and meter boxes ore located within slopes, the angle meter stops sha/J be so
located that the meters and boxes wJ/1 be parallel and flush, respectively, with the finished
surface.
L, No mete, is to be placed within any sidewalk or driveway area.
M. Curbs sho/I be inscribed with a "W" indicating locoUons of all domestic water services.
N. lndiWdual pressure regulators are required by the Uniform Plumbing Code if average static
pressure in the main is 80 psi or more.
0. Curbs shall be inscribed with tie downs for <JI/ valve locations.
0
CALIFORNIA PUMP STATION_.,....-
GISLER PUMP STATIONJ
ADAMS PUMP STATION
P. The contractor shall expose all join points ta the existing domestic water system for
verification of horizontal and verticof location before construction. "Ji
ADAMS"'
0. Final inspection for waterlines must include water samples that will be tested for
conductivity, turbidity and odor. The turbidity .must be less than 2.5 NTU and the odor must
be Jess than 1.0 ton. not to include chforine odor, to be acceptable.
R. The contractor working on IRWO water lines must have o C-34 license or a class A General
Contractor's License.
WILSON PUMP S
CANYON PUMP STATION
S. Contractor shall obtoin and show proof of dewatering permit from the Stqte of California,
Regional. Water Quality Control Board prior to the start of construction.
HAMILTON A VE.
VICTORIA PUMP STATION
MCWD WATER NOTES
1. Engineering Pion Check/Inspection fee and Performance Guorontee_ Bond sholl be paid o:md Application/Permit (A.P.)
completed by the applicant prior to the approval of the plans and issuance of the A.P. Fees shall be in occordonce
with Oistrid rotes and deposit $ct,edule.
2. Development lmpoct Fees shall be collected by the District at the time other fees are collected rior to approval
of plans or service agreement . whiche-ver is first. This fee shall be tn accordance with District rates and deposit schedule.
3. Water mains will be installed according to the latest Standards and Specifications of the MC'ND.
4. Controctor to have. on job-site, a copy of the lotest
5. Contractor ta nOlify MCWD 48 hours prior to construction.
6. A cosh Performance Guarantee Bond shall be held one
work performed by contractor.
Standord Specifications ot all times.
(Phone 949/631-1291-lnspection Department).
year after MCWD's Notice ot Completion to guorontee
7. Separotion between sanitary sewer and water mains will be 10' HORIZONTAL and 1' VERTICAL.
8. A 15' water main easement will be granted to the MCWD for malntenance purposes. 5' for water services
(7.5' each side of maini 2.5' each side of service). easement documents ore to be submitted to the District no loter thon
30 doys ofter the Notice of Completion is filed.
9. Service laterals will be set' to grade by the contractor prior to the instollatlon of water meter and bo><es (per MCWO's
Stondard Drowlngs #1, #2, ond #3).
10. Water meter will not be instolled nor water turned on until ·the bockflow devices re~uired for the building and
irrigotion systems have been installed, tested, approved and certified. Contact Water Quality at 949/574-1031.
11. Protect existing utilities in place.
12. Water mains shell have 42• minimum cover to finish grade.
1.3. Raise existing water valve covers to grade (per MCWD Standard Drawing #14).
14. Install fire hydrant per MCWD Standard Drawing #4 or 4:...B.
15. Install blow-off per MC~ Standard Drawing #9.
16. WATER _MAINS WILL BE TESTED AT 225 P.S.I. FOR FOUR HOURS.
17. Backfill material in pipe '2:one will have a sand equivalent of 30 or greater.
18. The bockfiH above the pipe zone will be compocted per MCWD Standard Drawing #18, and be in compliance with
C.C.M. Standard Drawing 813.
19. Chip 2 .. "w" in curb face to identify water service location.
20. Install thrust or gravity blocks per MCWD Standard Drawing #11 or #12.
21. Contractor to verify depth and location of all utilities prior to trenching.
22. Contractor ·to install temporary tops for testing and chlorination prior to connecting to e)(isting mains.
23. Controdor to return oll material removed to MC'ND yord, except A C.P., broken concrete, and notive soil.
24. Water meters ond boxes to be installed by MCWD but paid for by others.
25. A reduced pressure principle assembly wiH be required on oil water metered Services to any condominium until over
two stories or five or rnore units on one metered service: Contact Water Quality at 949/574-1031
26. Irrigation meters will require a ,.educed pressure principle ossernb!y.
27. In landscaped areas, no trees shall ~e located in o MCWD easement or within 7.5 feet of ony MCWO todlity.
28. A reduced pressure principle assembly will be required on metered woter services to all industrial buildings.
29. A double check detector assembly will be required on fire line services.
30. Fireline services shall not be turned on until the District Engineering Deportment has received a letter
from the owner, or his authorized agent,. requesting it and stating ttiat the plumbing is ready for the fireline • to be turned on. The letter mus{ 0Is0 contain the MCWO file number, size and serlol number of the device, and job o<ldros,,.
NOTE:
PUMP STATION CITY WATER PROVIDER
BLVD.
ADAMS AV[. COSTA MESA MESA CONSOLI DA TED WATER DISTRICT
AVE. CALIFORNI~. AVE. COSTA MESA MESA CONSOLIDATED WATER DISTRICT
CANYON DRIVE COSTA MESA MESA CONSOLI DA TED WATER DISTRICT
DIEGO ELDEN AVENUE COSTA MESA IRVINE RANCH WATER DISTRICT
GISLER AVE. GISLER AVENUE COSTA MESA MESA CONSOLI DA TED WATER DISTRICT
WILSON STREET COSTA MESA MESA CONSOUDA TED WATER DISTRICT
IOWA STREET COSTA MESA MESA CON SOLID A TED WATER DISTRICT
MENDOZA DRIVE COSTA MESA MESA CON SOLID A TED WATER DISTRICT
ELDEN TATION
0 SANTA ANA AVE. COSTA MESA IRVINE RANCH WATER DISTRICT
ARLINGTON D
MERRIMAC SO. COAST PLAZA COSTA MESA MESA CONSOLIDATED WATER DISTRICT
Cl:'. 0 co Cl:'.
WAY 3: f"AJR IRVINE AVENUE UNINCORPORATED IRVINE RANCH WATER DISTRICT (TUSTIN PUMP STA) ORANGE COUNTY
"" I VICTORIA :',TREET COSTA MESA MESA CONSOLIDATED WATER
ST.
21st STREET COSTA MESA MESA CON SOLID A TED WATER
23rd STREET I NEWPORT BEACH CITY OF NEWPORT BEACH
TUSTIN PUMP STATION
SANTA ANA PUMP STATION
23rd PUMP STATION
21st PUMP STATION
SHADED AREA INDICATES IRWD SERVICE AREA
LOCATION MAP
NTS
1
2
3
4
5
6
7
SHEET INDEX
LOCATION MAP, GENERAL NOTES, ETC
GISLER AVE, CALIFORNIA ST, CANYON DR.
MENDOZA DR, WILSON ST
VICTORIA ST, IOWA ST
231l0 ST, SOUTH COAST PLAZA
ADAMS AVE , 21st ST.
ELDEN A VE., SANTA ANA AVE.
-·~··---~
8 IRVINE AVE (TUSTIN STATION)
NOTICE TO CONTRACTORS
All controi:tors and subcontractors performing work shown on or related to these plans shall conduct their operations so that all
persons ore provided a safe place to work and the public is protected. All contractors ond subcontractors sh,111 comply with the
State of CGolifornio Department of Industrial Relations, Division of Industrial Safety and Health, "CONSTRUCTION SAFETY ORDERS".
The Distrir shall not be responsible in any way for the contractor's and subcontractor's compliance with the,;e orders.
' Contractor further agrees that he shall assume sole and complete responsibilty for job site conditions during the course of
construction of this project, including safety of all persons and property, that this requirement shall apply co,,tinuously and not
be limited to normal working hours; and that the contractor shall defend, indemnify, and hold the Costa Mes,J Sanitary District and
the Distrilt Engineer harmless from any and all liobility, real or alleged, in connection with the performance cf work on this
project, excepting for liability arising from the sole negligence of the Costa Mesa Sanitary District
Tr.e existJnce, approximate location and extent of any underground utilities or structures shown hereon have been ot>tained by a
search of the available records. The cantraclor is required lo take due precautionary measures to protect the utility lines
shown an,;J any other lines not of record or not shown. If the contractor, while performing the contract, discovers utility
facilities not shown hereon, he shall immediately notify the District Engineer in writing.
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DISTRICT
DISTRICT
3.
4.
5.
6.
7.
8.
All TRAFFIC DETOURS SHALL BE APPROVED BY THE ENGINEE:R . . .
ANY WORK TO BE DONE WITHIN .THE _CALTRANS RIGHTS-OF-WAY MUST BE
APPROVED BY AND COORDINATED Will'."! :CAL TRANS. . ~ ,. •
POST "NO PARKING" SIGNS DEFINING TIME AND DATE. OF RESTRICTION TWO
DAYS PRIOR TO WORK. -
NOTIFY BUSINESSES ADJACENT TO .THE WORK AREA ONE (1) WEEK PRIOR TO
THE START OF WORK IN WRIT_ING.
WARNING SIGNS TO BE UTILIZED MUST BE IN PLACE ONE (1) WEEK PRIOR TO •
OF START OF WQRK. ----•
FLASHING YELLOW BEACONS, TYPE, "8". SHALL BE USED ON ALL Cl 8 SIGNS AND
TYPE 111 BARRICADES GUARDING THE' WORK AREA OVERNIGHT. THE FLASHERS
SHALL NOT BE USED TO CHANNELIZE; SEPARATE OR DELINEATE THE PATH THAT
TRAFFJC IS TO FOLLOW. --
9. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD IN SIZE.
10.. ALL DELINEATORS SHALL BE 28" MINIMUM, TUBULAR, PORTABLE, REFLECTORIZED
AND MAINTAINED ERECT, IN THE INOICA rED POSITION, AT ALL TIMES ANO SHALL
BE REPAIRED, REPLACED, OR: CLEANED AS NECESSARY TO PRESERVE THEIR
APPEARANCE ANO CONTINUITY. -
I 1.. TYPE I OR II BARRICADES MAY B_E USED IN ADDITION TO DELINEA TORS, AT THE
DISCRETION OF THE CONTRAC10R. WHEN THEY ARE INTENDED TO -PROVIDE
ADDITIONAL EMPHASIS IN AREAS WHERE WORKERS ARE PRESENT.
12 THE CONTRACTOR SHALL MAINTAIN ON A 24-HOUR BASIS ALL SIGNS DELINEATORS,
BARRICADES, ETC. TO INSURE PROPER FLOW AND SAFETY OF TRAFFIC. THE
CONTRACTOR SHALL HAVE ALL SIGNS, DEUNEATORS, BARRICADES, ETC._ PROPfRLY
INSTALLED PRIOR TO.BEGINNING OF WORK. THE CONTRACTOR SHALL NOT ATTEMPT
TO SWITCH TRAFFIC CONTROL TO SLIBSEQIJENT PHASES OF WORK DURING -
WORKING HOURS_.
13. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN A MANNER AS TO CAUSE
AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING PROPERTY OWNERS.
14 THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT PROPERTIES.
15. THE CONTRACTOR SHALL UTILIZE FLAG MEN DURING WORK HOURS AS DEEMED
NECESSARY BY THE CITY.
16. THESE PLANS INDICATE VEHICULAR TRAFFIC CONTROL IN THE WORK AREA DURING
CONSTRUCTION ACTIVITY ANO -OVERNIGHT DURING EXCAVATION. ADDITIONAL TRAFFIC
CONTROLS SIGNS OR BARRICADING MAY BE REQUIRED IN THE FIELD. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ANY ADDITIONAL DEVIC(S
DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING
CONSTRUCTION.
17. WHERE LIGHTS ARE USED TO DELINEATE THE TRAVEL WAY THROUGH ANO AROUND
THE WORK AREA, THEY SHALL' BE TYPE "c" -STEADY BURN LAMPS.
18 ALL VEHICULAR TRAVEL LANES SHALL BE OPEN FROM 7 AM TQ .8 30 AM AND
FROM 3: 30 PM TO 6: 00 PM.
19. ALL CONFLICTING STRIPES, -PAVEMENT MARKING ANO LEGENDS SHALL BE
COMPLETELY REMOVED BY ABRASIVE BLAST CLEANING OR OTHER METHOD
APPROVED BY THE ENGINEER. -•
20. ALL STRIPING , PAVEMENT MARKINGS & RAISED PAVEMENT MARKERS OAMAGED
BY CONSTRUCTION SHALL BE REPLACED IN KIND. STRIPING SHALL BE REPLACED
WITH 2 COATS OF PAINT: THE SECOND COAT APPLIEO 7 DAYS AFTER THE FIRST COAT.
21. FOR DELINEATION OF NEW REQUIRED VEHICLE PATHS, USE PRESSURE SENSITIVE
TRAFFIC MARKING TAPE AND/OR TYPICAL STRIPING PAINT AND/OR RAISED
PAVEMENT MARKERS TO SUPP_LEMENT THE CHANNELIZING DEVICES.
22. ANY TRAFFIC MARKINGS INSTALLED DUE TO DETOUR REQUIREMENTS SHALL BE
REMOVED BY WET SANDBLASTING .IMMEDIATELY AFTER COMPLETION OF WORK.
23. THE CONTRACTOR SHALL PROVIDE SAFE PEDESTRIAN ACCESS AT ALL TIMES.
24. TEMPORARY PROTECTIVE. FENCING SHALL BE PLACED AROUND ANY OPEN
TRENCH WITHIN THE PUBLIC RIGHT-OF -WAY DURING NON-CONSTRUCTION HOURS.
25. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MODIFYING TRAFFIC SIGNALS AS
REQUIRED TO PROVIDE FOR SAFE AND EFFICIENT MOVEMENT OF TRAFFIC: INCLUDING
PHASE CHANGES. COVERING OF VEHICLE HEADS, OR OTHER HARDWARE MODIFICATIONS.
THE CONTRACTOR SHALL COORDINATE WITH CITY OF COSTA MESA, TRAFFIC
ENGINEERING AT 714/754-5334; PRIOR TO DOING ANY WORK AFFECTING THE
SIGNAL. OPERATION OR EQUIPMENT.
26. THE PROVISIONS OF THIS PLAN SHALL APPLY UNTIL ALL PHASES OF THE WORK
WITHIN PUBLIC RIGHT-OF-WAY ARE COMPLETED.
CONSTRUCTION NOTES
G) CONSTRUCT 1" WATER SERVICE WITH 5/$" MElER PER MCWD STD. DWG. NO. 1 AND 3.
G) TRENCH REMOVAL AND RECONSTRUCTION PER· CITY OF tOSA MESA STD. 813.
CD CONSTRUCT f' WATER SERVICE_. . .
G)coNSTRlJCT METER BOX WITH .GATE VAL~°FOR FUTURE CONNECTION.
G) CONSTRUCT 1'' WATER SERVICE PER CNB'_SJD. OWG: 502-L.
G) TRENCH REMOVAL AND RECONSTRUCTION PER CNB STD. DWG. NO. 105-L.
0 TRENCH REMOVAL AND RECONSTRUCTION PER COUNTY OF ORANGE REQUIREMENTS.
G) CONSTRUCT 1· WATER SERVICE W!TH s;a· ME-n:R PER IRWD STD. DWG. W-1.
EET
UTILITIES: Undeground Service Alert REVISIONS MESA CONSOLIDATED WATER DISTRICT IRVINE RANCH WATER DISTRICT COSTA MESA SANITARY DISTRICT COSTA MESA<SANITARY DISTRICT
_-PROJEClT,NO. :tfl2100-10]
CALL: TOLL FREE
1-800-422-4133
TWO WORKING OA YS BEFORE YOU DIG
NO. DATE DESCRIPTION
APPROVED BY
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(~') CONSTRUCT METER BOX WIIH GATE VALi/[ FOR FUTURE CONNECTION
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COSTA MESA SANTARY DIS11ICT
PROJECT N0. 1t12100--161
WATER SERVICES FOR
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COSTA ..e3A SANTARY DISTRICT
PROJECT NO. 1112100-161
WAlER SERVICES FOR
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