CIP # MW-2515, Bayer Street Water Main Addendum 1

Bayer Street Water
Main CIP # MW-2515 Document 00 90 01 Marina Coast Water District
DOCUMENT 00 90 01 - ADDENDUM NO. 1
PROJECT: Bayer Street Water Main
CIP NO.: MW-2515
FROM: District Engineer
Marina Coast Water District
920 2nd Avenue, Suite A
Marina, CA 93933
TO: Prospective Bidders
This Addendum forms a part of the Bidding Documents and will be incorporated into Contract
Documents. Insofar as the Specifications or Drawings or both are inconsistent, this Addendum
governs. Acknowledge receipt of the Addendum by inserting its number in Document 00 41 00
-Bid Form. FAILURE TO DO SO WILL SUBJECT BID TO DISQUALIFICATION.
PART 1 - BIDDER INFORMATION ITEMS
1. The sign-in sheet from the non-mandatory pre-bid meeting are attached.
2. The project was designed under CIP # MW-0322, but construction funding is under CIP #
MW-2515.
PART 2 - CHANGES TO PROJECT MANUAL
1. None.
PART 3 - CHANGES TO DRAWINGS
1. Detail F on Sheet C3.2 is revised to reflect a minimum pavement section of 4-inches AC
over 8-inches Class 2 AB.
PART 4 - QUESTIONS RECEIVED
Q1 Does the bid bond need to be submitted in advance of the bid or with the bid?
A1 Submit the bid bond with the bid.
Q2 Can the District verify the pavement thickness for the trench repair?
A2 The City's encroachment permit requires a minimum of 4-inch AC over 8-inches AB. Use
that section for bidding.
Q3 For reconnecting meter service laterals, are we splicing to the existing lateral?
A3 No, new laterals are to be installed from the new main to the existing meters.
Q4 What is the Engineer's Estimate for the Project?
A4 The Engineer's Estimate is $2,085,300.
00 91 01 - 1

Bayer Street Water Main
CIP # MW-0322 Document 00 90 01 Marina Coast Water District
Q5 Which permits does the allowance cover?
A5 The allowance is for the City encroachment permit, which includes the cost of the City
inspector.
END OF DOCUMENT
00 91 01 - 1

Bayer St Water Main Pre-Bid Meeting Sign-In
Name (original name) Email Duration (minutes) Guest
Teo Espero (IT Administrator) support@mcwd.org 13 No
Todd Giovannoni 13 Yes
McGuire and Hester 13 Yes
Tom Seidel 13 Yes
Andy Sterbenz 13 Yes
Serge Bouchard 13 Yes
Charlie Krueger - Ghirardelli Associates 13 Yes
Aldo Jarvio 13 Yes
Marta's Notetaker (Otter.ai) 1 Yes
Marta Minkwitz, Ghirardelli Associates Inc. 11 Yes

PLANS FOR THE
BAYER STREET WATER MAIN DESIGN
MARINA COAST WATER DISTRICT
CIP NO. MW- 2515
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((883311)) 338844--66113311 COVER SHEET DDEESSIIGGNN:: ALJ
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PROJECT LOCATION
12/15/2025
SUBMITTED:
ANDREW A. STERBENZ, PE DATE
SCHAAF & WHEELER
REVIEWED:
GARRETT HAERTEL, PE DATE
MARINA COAST WATER DISTRICT
BAYER STREET WATER MAIN DESIGN
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ABBREVIATIONS LEGEND
SHEET INDEX
AB AGGREGATE BASE LOC LOCATION
EXISTING DESCRIPTION PROPOSED
SHEET NO. DESCRIPTION AC ASPHALT CONCRETE MB MAILBOX
1 G1.0 COVER SHEET APPROX APPROXIMATE MSB MAIN SWITCHBOARD
EASEMENT ESMT
ARV AIR RELEASE VALVE MH MANHOLE
2 G1.1 SHEET INDEX, CIVIL LEGENDS, SYMBOLS, AND ABBREVIATIONS
TEMPORARY CONSTRUCTION EASEMENT TCE
AWWA AMERICAN WATERWORKS ASSOC MAX MAXIMUM
3 G1.2 GENERAL NOTES
PROPERTY LINE - R/W
BLDG BUILDINGS MJ MECHANICAL JOINT
4 G1.3 PROJECT OVERVIEW & KEY SHEET
BLRDS BOLLARDS MIN MINIMUM LIMIT OF WORK
5 C2.0 BAYER STREET PLAN AND PROFILE I BTFLY BUTTERFLY MIP MALE IRON PIPE CYCLONE FENCE
6 C2.1 BAYER STREET PLAN AND PROFILE II BTW BETWEEN MCC MOTOR CONTROL CENTER W WATER LINE
CL CENTERLINE N NORTH
7 C2.2 BAYER STREET PLAN AND PROFILE III W(A) A-ZONE WATER LINE W(A)
COM COMMUNICATION N.C. NORMALLY CLOSED
8 C2.3 CARMEL AVENUE PLAN AND PROFILE W(B) B-ZONE WATER LINE W(B)
CP CONTROL POINT N.I.C NOT IN CONTRACT
W(C) C-ZONE WATER LINE W(C)
9 C3.0 CONNECTION DETAILS
CV CHECK VALVE NPT NATIONAL PIPE THREAD
HHW HEATING HOT WATER
10 C3.1 CIVIL DETAILS I CVR COVER NSHT NATIONAL STANDARD HOSE THREAD
11 C3.2 CIVIL DETAILS II CLR CLEAR NTS NOT TO SCALE OHE OVERHEAD ELECTRIC
CMP CORRUGATED METAL PIPE O.C. ON CENTER X SPOT ELEVATION X
181.44 181.44
CONC CONCRETE OD OUTSIDE DIAMETER
DRAIN PIPE
CPT CONTROL POINT OH OVERHEAD
REMOVE
CFS CUBIC FEET PER SECOND PNL PANEL
EDGE OF (E) PAVEMENT
CYC CYCLONE PE PLAIN END, POLYETHYLENE
MAJOR CONTOUR LINE (TOPO)
DL DAYLIGHT PVC POLY-VINYL CHLORIDE
DET DETAIL PSI POUNDS PER SQUARE INCH MINOR CONTOUR LINE (TOPO)
DIA DIAMETER PP POWER POLE
BURIED ELECTRIC
DBL DOUBLE (P) PROPOSED
DWGS DRAWINGS RED REDUCER SS SANITARY SEWER PIPE SS
DWY DRIVEWAY RCP REINFORCED CONCRETE PIPE GAS NATURAL GAS LINE
DI DUCTILE IRON R/W RIGHT-OF-WAY T TELEPHONE
DIP DUCTILE IRON PIPE RSR RISER OH OVERHEAD COMMUNICATION
EA EACH RD ROAD VEGETATION
EP EDGE OF PAVEMENT SCH SCHEDULE
SD STORM DRAIN PIPE SD
ESMT EASEMENT SPECS SPECIFICATIONS
E EAST SS SANITARY SEWER VAULT
EB EXISTING BOREHOLE SSCO SANITARY SEWER CLEANOUT MANHOLE
EP EDGE OF PAVEMENT SSFM SANITARY SEWER FORCE MAIN
FIRE HYDRANT
ELEC, ELECT ELECTRICAL SSMH SANITARY SEWER MANHOLE
ISOLATION VALVE
EL,ELEV ELEVATION SRVP SERVICE POLE
REDUCER
ELL ELBOW SP STATIC PRESSURE
CONTROL POINT
EQUIP EQUIPMENT STA STATION
(E) EXISTING STD STANDARD FOUND MONUMENT AS NOTED
(F) FUTURE STL STEEL EXISTING TREE & TYPE
FIPT FEMALE IRON PIPE THREAD SD STORM DRAIN TREE CLUSTER WITH SIZE
FNPT FEMALE NATIONAL PIPE THREAD SL STREET LIGHT CYPRESS
FEN FENCE STS STREET NAME SIGN OAK
FF FINISH FLOOR TCE TEMPORARY CONSTRUCTION EASEMENT PINE
REDWOOD
FLG, FL FLANGE TOD TOP OF DITCH
TREE (MISC)
FL, FLR FLOW LINE TOS TOP OF SLOPE
GAL GALLON(S) TS TRAFFIC SIGN
GPM GALLONS PER MINUTE TYP TYPICAL
GALV GALVANIZED VLTS VAULTS
GV GATE VALVE W WATER
GB GRADE BREAK WM WATER MAIN
HHW HEATING HOT WATER W/ WITH
HW HEADWALL WSP WELDED STEEL PIPE
HP HORSEPOWER WD WOOD
HDPE HIGH-DENSITY POLYETHYLENE WDFE WOOD FENCE
ID
INSIDE DIAMETER
INV
INVERT
IW
INDUSTRIAL WASTE
IPS
IRON PIPE SIZE
BAYER STREET WATER MAIN DESIGN
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GENERAL NOTES
STANDARD WATER NOTES:
1. SHOULD IT APPEAR THAT THE WORK TO BE PERFORMED OR ANY MATTER RELATIVE THERETO, IS NOT
1. THE WATER SYSTEM AS SHOWN ON THESE PLANS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARD PLANS AND
SUFFICIENTLY DETAILED OR EXPLAINED ON THESE PLANS, THE CONTRACTOR SHALL CONTACT THE OWNER 24. THE CONTRACTOR SHALL COMPLY WITH ALL RULES, REGULATIONS AND PROCEDURES OF THE NATIONAL
SPECIFICATIONS OF THE MARINA COAST WATER DISTRICT. CONTRACTOR SHALL KEEP A COPY OF THE STANDARD SPECIFICATIONS
AT (831) 384-6131 WITH ANY QUESTIONS OR DISCREPANCIES. ANY REVISIONS REQUIRE OWNER'S APPROVAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) FOR MUNICIPAL, CONSTRUCTION AND INDUSTRIAL
AND DRAWINGS ON THE JOBSITE AT ALL TIMES.
BEFORE PROCEEDING WITH REVISED PLANS. ACTIVITIES AS PROMULGATED BY THE CALIFORNIA STATE WATER RESOURCES CONTROL BOARD OR ANY OF
ITS' REGIONAL WATER QUALITY CONTROL BOARDS. REFER TO THE FOLLOWING GENERAL PERMITS
2. THE MARINA COAST WATER DISTRICT SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO COMMENCING WORK ON THE WATER
2. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION a.WQO 2022-0057-DWQ, GENERAL PERMIT FOR STORM WATER DISCHARGES ASSOCIATED WITH SYSTEM. PHONE (831) 384-6131 FOR INSPECTION. A PRECONSTRUCTION MEETING SHALL BE HELD AT LEAST 24 HOURS BEFORE
PRACTICES, THE CONSTRUCTION CONTRACTOR SHALL BE REQUIRED TO ASSUME SOLE AND COMPLETE
CONSTRUCTION AND LAND DISTURBANCE ACTIVITIES, WITH AMENDMENTS STARTING CONSTRUCTION.
RESPONSIBILITY OF THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT,
INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY b.WQO 2014-0194-DWQ, GENERAL ORDER NO. CAG14001, STATEWIDE NPDES PERMIT FOR DRINKING WATER
3. DOMESTIC WATER MAINS SHALL BE INSTALLED AFTER THE INSTALLATION OF CURB AND GUTTER AT SIX FEET OFF OF CURB FACE, OR
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR SYSTEM DISCHARGES TO WATERS OF THE UNITED STATES
AS STAKED BY THE SURVEYOR AT A MINIMUM 50-FOOT STATIONING, IF THERE ARE NO EXISTING CURBS.
FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD THE CIVIL ENGINEER AND THE OWNER HARMLESS
c. WQO 2013-0001-DWQ, GENERAL PERMIT FOR STORM WATER DISCHARGES FROM SMALL MUNICIPAL
FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THE WORK
4. ALL NUTS AND BOLTS, SHALL BE GRADE 316 STAINLESS STEEL. ALL BURIED FLANGES, VALVES AND FITTINGS SHALL BE WRAPPED
ON THE PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE CIVIL ENGINEER. SEPARATE STORM SEWER SYSTEMS (MS4)
WITH 10-MIL POLYETHYLENE SHEET.
25. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. THE
3. CONTRACTOR SHALL POSSESS A VALID CLASS A - GENERAL ENGINEERING CONTRACTOR LICENSE AT THE
FOLLOWING LIST OF STANDARDS ARE/OR SPECIFICATIONS ARE INCORPORATED INTO THESE PLANS BY 5. ALL MAIN LINE VALVES SHALL BE MAINTAINED SO AS TO BE ACCESSIBLE DURING TRACT DEVELOPMENT, AND ALL VALVE STEM TOPS
TIME THE CONTRACT IS AWARDED AND SHALL MAINTAIN THROUGHOUT THE LENGTH OF CONTRACT.
REFERENCE. DESIGN AND CONSTRUCTION OF ALL IMPROVEMENTS SHALL COMPLY WITH ALL APPLICABLE HAVING OVER 48 INCHES OF COVER MAY REQUIRE AN EXTENSION AS PER MCWD STANDARD PLAN W-7.
STANDARDS INCLUDING:
4. CONTRACTOR SHALL POST EMERGENCY TELEPHONE NUMBERS AT THE JOB SITE FOR PUBLIC WORKS,
6. THE TOP OF THE PIPE SHALL BE A MINIMUM OF 42 INCHES OF COVER FROM THE FINISHED GRADE IN PAVED SECTIONS, UNLESS
a.MCWD STANDARD DETAILS AND SPECIFICATIONS
AMBULANCE, POLICE AND FIRE DEPARTMENTS.
INDICATED OTHERWISE ON THE JOB PLANS OR DIRECTED OTHERWISE BY THE DISTRICT BECAUSE OF UNUSUAL CONDITIONS. PIPE
b.STANDARD SPECIFICATIONS, STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION, 2023 EDITION SHALL BE BEDDED AND BACKFILLED PER MCWD STANDARD PLAN W-12.
5. CONTRACTOR SHALL CONFORM TO THE RULES AND REGULATIONS OF THE STATE CONSTRUCTION SAFETY
ORDERS PERTAINING TO EXCAVATION AND TRENCHING. CONTRACTOR SHALL BEAR FULL RESPONSIBILITY c.STANDARD PLANS, STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS), 2023 EDITION
7. FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROPRIATE DETAILS HEREIN AND INSTALLED BEHIND CURBS
FOR TRENCH SHORING DESIGN AND INSTALLATION.
AND SIDEWALKS WHERE THE SIDEWALKS ARE ADJACENT TO THE CURBS. FIRE HYDRANTS SHALL BE PER THE DISTRICT'S
d.CITY OF MARINA STANDARD PLANS AND SPECIFICATIONS
SPECIFICATIONS AND SHALL HAVE A CONCRETE PAD POURED AROUND THEM. ALL FIRE HYDRANTS SHALL BE SET WITH THE BOTTOM
6. EXCAVATIONS SHALL BE ADEQUATELY SHORED, BRACED AND SHEETED SO THAT THE EARTH WILL NOT SLIDE
FLANGE 4 INCHES ABOVE THE CONCRETE PAD OR SIDEWALK.
OR SETTLE AND SO THAT ALL EXISTING IMPROVEMENTS OF ANY KIND WILL BE FULLY PROTECTED FROM
26. IF ARCHAEOLOGICAL RESOURCES OR HUMAN REMAINS ARE DISCOVERED DURING CONSTRUCTION, THE
DAMAGE. ANY DAMAGE RESULTING FROM A LACK OF ADEQUATE SHORING, BRACING AND SHEETING SHALL
COUNTY CORONER SHALL BE NOTIFIED AND WORK SHALL BE HALTED TO 8. NO FACILITY IS TO BE BACKFILLED UNTIL INSPECTED BY THE DISTRICT.
BE THE RESPONSIBILITY OF THE CONTRACTOR AND HE SHALL EFFECT NECESSARY REPAIRS OR
WITHIN 150-FEET OF THE FIND UNTIL IT CAN BE EVALUATED BY A QUALIFIED PROFESSIONAL
RECONSTRUCTION AT HIS OWN EXPENSE. WHERE THE EXCAVATION FOR A CONDUIT TRENCH, STRUCTURE
9. SHUT DOWN OR TAPPING OF EXISTING DOMESTIC WATERLINES TO FACILITATE CONNECTION TO EXISTING FACILITIES SHALL BE
ARCHAEOLOGIST. IF THE FIND IS SIGNIFICANT, APPROPRIATE MITIGATION MEASURES SHALL BE
AND/OR BORING AND JACKING PIT IS REQUIRED, THE CONTRACTOR SHALL CONFORM TO THE APPLICABLE
COORDINATED WITH THE DISTRICT AT LEAST 24 HOURS IN ADVANCE. ANY RELOCATION OF EXISTING FACILITIES IS SUBJECT TO
FORMULATED AND IMPLEMENTED.
CONSTRUCTION SAFETY ORDERS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA.
APPROVAL OF THE DISTRICT ENGINEER.
THE CONTRACTOR SHALL ALWAYS COMPLY WITH OSHA REQUIREMENTS.
27. REPLACE STREET PAVEMENTS PER CITY OF MARINA STANDARD PLAN, STREET STRUCTURAL SECTIONS.
10.NO TAPS OR OTHER CONNECTIONS SHALL BE MADE TO EXISTING DISTRICT WATER MAINS PRIOR TO CONDUCTING AN APPROVED
7. INFORMATION CONCERNING EXISTING UTILITIES IS NOT GUARANTEED; LOCATIONS SHOWN ON THE PLANS MATCH EXISTING THICKNESS OF ASPHALT CONCRETE AND AGGREGATE BASE. TYPICAL THICKNESS IS 4 INCH
PRESSURE AND BACTERIOLOGICAL TEST ON THE NEW WATER DISTRIBUTION SYSTEM. TAPPING SLEEVES SHALL BE PRESSURE
ARE APPROXIMATE ONLY. DISTRICT DOES NOT GUARANTEE THE ACCURACY, COMPLETENESS, LOCATION, ASPHALT CONCRETE AND 8 INCH AGGREGATE BASE.
TESTED IN AN APPROVED MANNER IN THE FIELD IN THE PRESENCE OF THE DISTRICT INSPECTOR, PRIOR TO TAPPING THE MAIN LINE.
OR THE EXISTENCE OR NONEXISTENCE OF ANY UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS
TAPPING OF THE MAIN LINE SHALL NOT PROCEED UNLESS A DISTRICT INSPECTOR IS PRESENT.
PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS NECESSARY TO 28. WHEN REPLACING THE PAVEMENT ON AN EXISTING ROAD, THE EXISTING PAVEMENT SHALL BE CUT TO A
PROTECT UTILITY LINES, PIPES, OR STRUCTURES. NEAT LINE AND REMOVED BACK TO AN EXISTING ADEQUATE STRUCTURAL SECTION. AN EXPLORATORY 11. ALL WATER SERVICES SHALL BE INSTALLED PER THE DISTRICT'S STANDARD SPECIFICATIONS. ALL METERS SHALL BE INSTALLED IN
TRENCH OR POTHOLING MAY BE REQUIRED TO DETERMINE THE LIMITS OF PAVEMENT REMOVAL. GRASS OR PLANTER AREAS AND ACCESSIBLE BY VEHICLE. ANY SERVICES LOCATED IN SIDEWALKS ARE SUBJECT TO THE
8. CONTRACTOR SHALL REQUEST THAT UNDERGROUND FACILITIES BE LOCATED AND MARKED IN THE FIELD A
APPROPRIATE GOVERNING AGENCY AND DISTRICT APPROVAL. ANY METERS LOCATED IN BANKS OF 4 SHALL BE MANIFOLDED PER
MINIMUM OF 48 HOURS PRIOR TO THE START OF CONSTRUCTION BY CALLING UNDERGROUND SERVICE
29. THE CONTRACTOR IS RESPONSIBLE FOR MATCHING EXISTING STREETS AND OTHER IMPROVEMENTS WITH A MCWD STANDARD PLAN W-3. ALL METER REGISTERS AND LIDS SHALL BE MARKED WITH ADDRESS IDENTIFICATION.
ALERT (USA) 411.
SMOOTH TRANSITION IN PAVING, CURBS, GUTTERS, SIDEWALKS, GRADING, ETC., AND TO AVOID THE
CREATION OF ANY LOW SPOTS OR HAZARDOUS CONDITIONS OR ANY ABRUPT OR APPARENT CHANGES IN 12. WHERE METERS AND METER BOXES ARE LOCATED WITHIN SLOPES, THE ANGLE METER STOPS SHALL BE SO LOCATED THAT THE
9. CONTRACTOR SHALL POTHOLE, EXCAVATE, AND EXPOSE ALL UTILITY CROSSINGS OR CONNECTIONS
APPEARANCE, GRADES, OR CROSS SLOPES. METERS AND BOXES WILL BE PARALLEL AND FLUSH, RESPECTIVELY, WITH THE FINISHED STREET SURFACE. A RETAINING WALL MAY
AFFECTED BY THE WORK. ALL EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED TO
BE REQUIRED AROUND THE METER BOX.
THE SATISFACTION OF THE DISTRICT. IN THE EVENT OF DAMAGE TO ANY UTILITY OCCASIONED BY THE
CONTRACTOR OPERATIONS, THE CONTRACTOR, AT HIS SOLE COST AND EXPENSE, WILL IMMEDIATELY CAUSE 30. INSTALL PIPELINES AT UNIFORM LINE AND GRADE BETWEEN CONTROL ELEVATIONS NOTED ON DRAWINGS.
13. THE APPLICANT SHALL FURNISH AND INSTALL THE SERVICE CONNECTIONS BETWEEN WATER MAINS AND METERS AND METER
REPAIRS TO BE MADE TO THE SATISFACTION OF THE AFFECTED UTILITY. NOTIFY THE PROJECT ENGINEER OF NOMINAL COVER IS 42 INCHES.
BOXES. WATER SERVICES SHALL BE INSTALLED TO THE PROPERTY LINE PRIOR TO PAVING OF THE STREET.
ANY ADJUSTMENTS NECESSITATED BY WAY OF CONFLICT WITH EXISTING UTILITIES.
31. WATER MAIN AND FITTINGS SHALL BE RESTRAINED BY THRUST BLOCKS OR MECHANICAL RESTRAINTS. SEE
14. CURB FACE SHALL BE INSCRIBED WITH "W" INDICATING LOCATIONS OF ALL DOMESTIC WATER SERVICES.
10. CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAG MEN, CONES OR OTHER DEVICES CONCRETE THRUST BLOCK DETAIL AND RESTRAINED LENGTH TABLE.
NECESSARY TO PROVIDE FOR PUBLIC SAFETY IN ACCORDANCE WITH THE SPECIFICATIONS.
15. WATER LOW-FLOW DEVICES SHALL BE PROVIDED FOR ALL UNITS WITHIN THIS DEVELOPMENT IN ACCORDANCE WITH RULES AND
32. DISTURBED (E) THRUST BLOCKS TO BE REPLACED IN-KIND. REGULATIONS OF THE DISTRICT.
11. MAINTAIN ONE-WAY TRAFFIC ON PUBLIC AND PRIVATE ROADS, PAVED OR UNPAVED, ON WHICH WORK IS
BEING PERFORMED DURING WORKING HOURS, OR COORDINATE WITH OWNER TO PROVIDE AN ACCEPTABLE
16. ALL VALVES SHALL BE LOCATED OFF THE TEE UNLESS OTHERWISE APPROVED BY THE DISTRICT. AT INTERSECTIONS AND BUS STOPS
34. PRESSURE TEST WATER MAIN TO 200 PSI.
DETOUR ROUTE AROUND THE WORKING AREA. MAINTAIN NORMAL TRAFFIC TRAVEL WIDTH DURING
WITH CONCRETE PADS, THE MAIN LINE SHALL BE ROPED TO AVOID CROSS GUTTER CONFLICT.
NON-WORKING HOURS. REFER TO ENCROACHMENT PERMITS, LICENSES, EASEMENT CONDITIONS AND
TRAFFIC PLANS, WHERE APPLICABLE, AS INCLUDED IN THE SPECIFICATIONS. 35. CONTRACTOR SHALL NOT OPERATE EXISTING VALVES. ALL SYSTEM OPERATIONS TO BE PERFORMED BY
17.INDIVIDUAL PRESSURE REGULATORS WILL BE REQUIRED BY THE PLUMBING CODES OF THE CITY HAVING JURISDICTION IF STATIC
MCWD. COORDINATE WITH MCWD FOR SHUTDOWN.
PRESSURE REACHES 80 PSI OR MORE.
12. THE CONTRACTOR SHALL PROVIDE FOR INGRESS AND EGRESS FOR ANY PRIVATE PROPERTY ADJACENT TO
THE WORK AREA THROUGHOUT THE PERIOD OF CONSTRUCTION. 36. THE CONTRACTOR SHALL SUBMIT TWO SETS OF 'RED-LINE" AS-BUILT PLANS TO THE OWNER PRIOR TO FINAL 18. ALL WATER METERS WILL BE FURNISHED BY THE MARINA COAST WATER DISTRICT FOLLOWING RECEIPT OF APPLICATION AND
ACCEPTANCE OF THE IMPROVEMENTS. DEPOSIT. THE DISTRICT WILL INSTALL WATER METERS UP TO 2 INCHES. THE CONTRACTOR SHALL INSTALL WATER METERS 3 INCHES
13. CONTRACTOR SHALL REPLACE, AT HIS EXPENSE, ALL TREES, SHRUBS, LAWNS, FENCES, IRRIGATION
AND GREATER. THE CONTRACTOR SHALL PLACE ALL PIPING PER DISTRICT PLANS AND PROPERLY LOCATE THE METER BOXES TO
SYSTEMS AND IMPROVEMENTS WHICH ARE TO REMAIN INTACT BUT HAVE BEEN REMOVED OR DAMAGED
GRADE PRIOR TO INSTALLATION OF THE METERS BY THE DISTRICT.
DURING CONSTRUCTION.
19. ANY DISTRICT WATER USED FOR CONSTRUCTION SHALL BE METERED WITH A CONSTRUCTION METER OBTAINED FROM THE
14. ALL PERMANENT IMPROVEMENTS REMOVED OR DAMAGED BY THE CONTRACTOR SHALL BE RESTORED TO
DISTRICT.
THEIR ORIGINAL LOCATION AND CONDITION BY THE CONTRACTOR USING NEW MATERIALS AS DIRECTED BY
THE ENGINEER.
20.AN ENCROACHMENT PERMIT FROM THE COUNTY OR CITY HAVING JURISDICTION IS REQUIRED PRIOR TO ANY WORK WITHIN PUBLIC
RIGHT-OF-WAY OR EASEMENT.
15. ALL SURPLUS AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE AND PUBLIC RIGHT-OF-WAY.
21.THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A
16. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO KEEP PUBLIC STREETS FREE FROM DIRT SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE DISTRICT DOES NOT GUARANTEE THE ACCURACY,
AND DEBRIS. SHOULD ANY DIRT OR DEBRIS BE DEPOSITED IN PUBLIC RIGHT-OF-WAY, THE CONTRACTOR COMPLETENESS, LOCATION, OR THE EXISTENCE OR NON-EXISTENCE OF ANY UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF
SHALL REMOVE IT IMMEDIATELY. THIS PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS NECESSARY TO PROTECT THOSE
UTILITY LINES NOT SHOWN ON THESE PLANS.
17. OVERNIGHT PARKING OF CONSTRUCTION EQUIPMENT ON SITE OR IN THE STREET RIGHT-OF-WAY SHALL NOT
BE PERMITTED, EXCEPT AT LOCATION(S) APPROVED BY THE DISTRICT. 22.THE APPLICANT SHALL REMOVE TO THE SATISFACTION OF THE MCWD INSPECTOR ALL UNUSED WATER STUBS AND/OR SERVICES
THAT WAS PROVIDED TO THE PROJECT SITE
18. CONTRACTOR SHALL OBTAIN CITY OF MARINA ENCROACHMENT PERMITS FOR WORK WITHIN PUBLIC
RIGHT-OF-WAY AND EASEMENTS. CONTRACTOR IS RESPONSIBLE FOR ANY/ALL PERMITS AND ASSOCIATED
FEES FOR ENTRY OR USE OF PRIVATE PROPERTY.
19. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL
SAFETY PERTAINING TO "CONFINED SPACES". ANY MANHOLE, CULVERT, DROP INLET OR TRENCH (WHICH
COULD CONTAIN AIR) THAT IS NOT READILY VENTILATED MAY BE CONSIDERED A "CONFINED SPACE".
20. THE CONTRACTOR SHALL NOT DESTROY ANY PERMANENT SURVEY POINTS. ANY PERMANENT MONUMENTS
OR POINTS DESTROYED SHALL BE REPLACED BY A LICENSED ENGINEER OR LICENSED SURVEYOR AT THE
CONTRACTOR'S EXPENSE.
21. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING AN AIRBORNE DUST NUISANCE FROM THE
CONSTRUCTION SITE BY WATERING AND/OR TREATING THE SITE IN SUCH A MANNER TO LIMIT THE EXTENT
OF AIRBORNE DUST PARTICLES.
22. SITE WORK HOURS ARE 8:00 A.M. TO 5:00 P.M. MONDAY THRU FRIDAY. NO GRADING WORK SHALL BE
PERFORMED ON SATURDAYS, SUNDAYS OR OBSERVED NATIONAL HOLIDAYS.
23. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION SITE STORM WATER POLLUTION PREVENTION AND
IMPLEMENTING NECESSARY BEST MANAGEMENT PRACTICES. EROSION CONTROL MEASURES SHALL BE IN
PLACE AT THE END OF EACH WORKING DAY. WET SEASON CONTROLS ARE REQUIRED (MINIMUM) BETWEEN
OCTOBER 15 AND APRIL 15.
BAYER STREET WATER MAIN DESIGN
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