HomeMy WebLinkAboutW_5385_SRI
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BALBOA BOULEVARD
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BALBOA BOULEVARD
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OCEAN FRONT AVENUE
OCEAN FRONT ALLEY
MWT EKM
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C-7631-2
PUBLIC WORKS DEPARTMENT
DATE:
JAMES HOULIHAN P.E., DEPUTY PWD / CITY ENGINEER
APPROVED:
DAVID A. WEBB, P.E., PUBLIC WORKS DIRECTOR
DATE:APPROVED:
NEWPORT PIER AREA
WATER MAIN REPLACEMENT
C-7631-2
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VICINITY MAP
NOT TO SCALE
LOCATION MAP
NOT TO SCALE
THESE DOCUMENTS HAVE BEEN PREPARED FOR A SPECIFIC PROJECT AND SHALL NEITHER BE ALTERED
NOR REUSED FOR ANY OTHER PURPOSE. ALSO, THESE DOCUMENTS DO NOT REPRESENT AS-BUILT
CONDITIONS. IF THESE DOCUMENTS ARE ALTERED INTENTIONALLY OR UNINTENTIONALLY, OR REUSED
WITHOUT THE DESIGN ENGINEER'S WRITTEN APPROVAL, IT WILL BE AT THE SOLE RISK AND RESPONSIBILITY
OF THE USER. THE ACT OF ALTERING OR REUSING IS CONSTRUED AS INDEMNIFYING AND HOLDING THE
DESIGN ENGINEERING FIRM AND ITS EMPLOYEES HARMLESS FROM ALL CLAIMS, DAMAGES, AND EXPENSES,
INCLUDING ATTORNEY FEES, ARISING OUT OF SUCH ACT.
CONTRACTOR 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 REQUIREMENTS SHALL APPLY CONTINUOUSLY AND SHALL NOT BE
LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD
THE OWNER, THE ENGINEER, THEIR PARENT AND SUBSIDIARY COMPANIES, AS WELL AS THEIR AGENTS AND
EMPLOYEES 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 CITY OF NEWPORT BEACH, ENGINEER, AND THEIR PARENT AND SUBSIDIARY COMPANIES, AS WELL AS
THEIR AGENTS AND EMPLOYEES.
PURSUANT TO CALIFORNIA CODE OF REGULATIONS, TITLE 8, SECTION 341, NO EXCAVATION PERMIT IS VALID
UNLESS THE FOLLOWING IS PERFORMED:
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES
TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED AND HAS PROVIDED INQUIRY I.D. NUMBER:
SHEET INDEX
SHEET SHEET TITLE
G-001 TITLE SHEET, VICINITY MAP AND LOCATION MAP
G-002 GENERAL NOTES, AGENCY INDEX, LIST OF STANDARD DRAWINGS
G-003 CONSTRUCTION NOTES, ABBREVIATIONS, SYMBOLS AND TRAFFIC CONCEPT
HC-001 HORIZONTAL CONTROL PLAN
HC-002 HORIZONTAL CONTROL PLAN
HC-003 HORIZONTAL CONTROL PLAN
C-001 SHEET INDEX MAP
C-002 TYPICAL SECTIONS
C-101 ALLEYS NORTH OF BALBOA BOULEVARD BETWEEN 41ST STREET AND 38TH STREET
C-102 ALLEYS NORTH OF BALBOA BOULEVARD BETWEEN 31ST AND 29TH STREET
C-103 ALLEY NORTH OF BALBOA BOULEVARD BETWEEN 29TH STREET AND 28TH STREET
C-104 ALLEYS SOUTH OF BALBOA BOULEVARD BETWEEN 31ST STREET AND 29TH STREET
C-105 ALLEYS SOUTH OF BALBOA BOULEVARD BETWEEN 29TH STREET AND 27TH STREET
C-106 ALLEYS SOUTH OF BALBOA BOULEVARD BETWEEN 27TH STREET AND 25TH STREET
C-107 ALLEYS SOUTH OF BALBOA BOULEVARD BETWEEN 25TH STREET AND 23RD STREET
C-108 23RD STREET
C-109 BALBOA BLVD
C-110 ALLEY BETWEEN BALBOA BOULEVARD AND SEASHORE DRIVE
C-501 CONNECTION DETAILS 1
C-502 CONNECTION DETAILS 2
C-503 CONNECTION DETAILS 3
C-504 CONNECTION DETAILS 4
C-505 PIPE DETAILS
C-506 MISCELLANEOUS DETAILS
N
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PROJECT LOCATION
DISCLAIMER
NOTICE TO CONTRACTOR
W-5385-S
G-001
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
www.tetratech.com
17885 Von Karman Ave, Suite 500
Irvine, California 92614
Phone: (949) 809-5000 Fax: (949) 809-5010
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TITLE SHEET, VICINITY MAP
AND LOCATION MAP
RECORD DRAWINGS
These Record Drawings have been prepared based on information submitted, In, part, by
others. While this information is believed to be reliable, Tetra Tech is not responsible for
its accuracy, nor for errors or omissions which may have been incorporated into these
plans as a result.
1/2021 RECORD DRAWINGS MWT1
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PAULUS AS BUILTS - 12-9-20
DISCLAIM ER
CITY OF
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PROJECT LOCATION
VI CI NITY MAP
NOTTO SCALE
0 c§ "' UNi\lERSITi'
BISON AVE
THESE DOCUMENTS HAVE BEEN PREPARED FOR A SPECIFIC PROJECT AND SHALL NEITHER BE ALTERED
NOR REUSED FOR ANY OTHER PURPOSE. ALSO. THESE DOCUMENTS DO NOT REPRESENT AS-BUILT
CONDITIONS. IF THESE DOCUMENTS ARE ALTERED INTENTIONALLY OR UNINTENTIONALLY, OR REUSED
WITHOUT THE DESIGN ENGINEER'S WRITTEN APPROVAL, IT WILL BE AT THE SOLE RISK AND RESPONSIBILITY
OF THE USER. THE ACT OF ALTER ING OR REUSING IS CONSTRUED AS INDEMNIFYING AND HOLDING THE
DESIGN ENGINEERING FIRM AND ITS EMPLOYEES HARMLESS FROM ALL CLAIMS, DAMAGES, AND EXPENSES,
INCLUDING ATTORNEY FEES, ARISING OUT OF SUCH ACT.
NOTICE TO CONTRACTOR
CONTRACTOR SHALL VERIFY ALL C-ONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES
TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF TH IS PROJECT, INCLUDING SAFETY OF ALL
PERSONS AND PROPERTY, THAT THIS REQUIREMENTS SHA LL APPLY CONTINUOUSLY AND SHALL NOT BE
LIMITED TO NORMAL WORKING HOt,JRS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD
THE OWNER, THE ENGINEER, THEIR PARENT AND SUBSIDIARY COMPANIES, AS WELL AS THEIR AGENTS AND
EMPLOYEES 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 CITY OF NEWPORT BEACH, ENGINEER, AND THEIR PARE NT AND SUBSIDIARY COMPANIES, AS WELL AS
THEIR AGENTS AND EMPLOYEES.
PURSUANT TO CALIFORNIA CODE QF REGULATIONS, TITLE 8, SECTION 341, NO EXCAVATION PERMIT IS VALID
UNLESS THE FOLLOWING IS PERFORMED:
UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED AND HAS PROVIDED INQUIRY ID NUMBER:
PUBLIC WORKS DEPARTMENT
NEWPORT PIER AREA
WATER MAIN REPLACEMENT
C-7631-2
JAMES HOULIHAN P.E. DEPUTY PWD I CITY ENGINEER
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SHEET INDEX
SHEET SHEET TITLE
G-001 TITLE SHEET, VICINITY MAP AND LOCATION MAP
G-002 GENERAL NOTES, AGENCY INDEX, LIST OF STANDARD DRAWINGS
G-003 CONSTRUCTION NOTES, ABBREVIATIONS , SYMBOLS AND TRAFFIC CONCEPT
HC-001 HORIZONTAL CONTROL PLAN
HC-002 HORIZONTAL CONTROL PLAN
HC-003 HORIZONTAL CONTROL PLAN
C-001 SHEET INDEX MAP
C-002 TYPICAL SECTIONS
C-101 ALLEYS NORTH OF BALBOA BOULEVARD BETWEEN 41ST STREET AND 38TH STREET
C-102 ALLEYS NORTH OF BALBOA BOULEVARD BETWEEN 31ST AND 29TH STREET
C-103 ALLEY NORTH OF BALBOA BOULEVARD BETWEEN 29TH STREET AND 28TH STREET
C-104 ALLEYS SOUTH OF BALBOA BOULEVARD BETWEEN 31ST STREET AND 29TH STREET
C-105 ALLEYS SOUTH OF BALBOA BOULEVARD BETWEEN 29TH STREET AND 27TH STREET
C-106 ALLEYS SOUTH OF BALBOA BOULEVARD BETWEEN 27TH STREET AND 25TH STREET
C-107 ALLEYS SOUTH OF BALBOA BOULEVARD BETWEEN 25TH STREET AND 23RD STREET
C-108 23RD STREET
C-109 BALBOA BLVD
C-110 ALLEY BETWEEN BALBOA BOULEVARD AND SEASHORE DRIVE
C-501 CONNECTION DETAILS 1
C-502 CONNECTION DETAILS 2
C-503 CONNECTION DETAILS 3
C-504 CONNECTION DETAILS 4
C-505 PIPE DETAILS
C-506 MISCELLANEOUS DETAILS
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DIAL TOLL FREE
1-800-227-2600
OR
811
AT LEAST TWO DAYS
BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNV\
REVIEWED: APPROVAL RECOMMENDED: REVIEWED: 00 £~~~ NEWPORT PIER AREA WATER MAIN REPLACE MENT §
",$-·-•,n· I P;:,~'%_\~ TOM L. tp~ ~L.' TITLE SHEET, VICI NITY MAP 'f
"'c-r-,.., RCE 36399 ~RK v~c SINACORI AND LOCATION MA P ~
\,'. \ No. 36399 °"/) UTILJTIES DIRECTOR 46214 "'
www.tetratech.com l~u>\Exp 06 -30 -20 ¢) ASSISTANT CITY ENGINEER 1------------------------~--------1 ]
17885VonKarmanAve,Suite500 ~~C/V\'c lJ"ic~'-DESIGNED MWT DRAWN: EKM CITY OF NEWPORT BEACH W-5385-S ·o
lrvine,California92614 or 01_\~ In 22-/~ 1---------1 0.:
11: TETRA TECH
Phone: (949) 809-5000 Fax: (949) 809-5010 10/21 /' g CHECKED: TLE DATE:OCT 2019 NO. DATE DESCRIPTION OF REVISIONS APPROVED DATE /1,/ --/ DATE IO -"Z.'Z. -IC\ PUBLIC WORKS DEPARTMENT SHEET G-QQ 1 / ._ _________________ ...., ___________________ ___. __________________ _,_ ______ ..;._..;.__..,_ ___ ..:.:;;;:;.i.._...;;;::.:.,.~;;;,L---l. ____ ..1.. ___________________ .._ __ ....,1 __________ .J... _________ __,11..-_____________________ 1.-__ ....;;_;._;...;.......1 0
GENERAL NOTES, AGENCY INDEX,
LIST OF STANDARD DRAWINGS
C-7631-2
EKMMWT
TLE
GENERAL NOTES
1. THE CONSTRUCTION OF THE WATER MAIN AND ITS APPURTENANCES SHALL CONFORM TO THE REQUIREMENTS OF THE
NEWPORT BEACH CONSTRUCTION STANDARDS, STANDARD SPECIAL PROVISIONS, DESIGN CRITERIA, STANDARD DRAWINGS AND
THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" AND SUPPLEMENTS AND THESE SPECIFICATIONS.
2. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE CITY OF NEWPORT BEACH 48 HOURS IN ADVANCE OF PERFORMING
ANY WORK. THE CITY OF NEWPORT BEACH CAN BE REACHED AT (949) 644-3011.
3. THE EXISTENCE AND LOCATION OF ANY EXISTING UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WERE
OBTAINED BY A SEARCH OF AVAILABLE RECORDS AND ARE APPROXIMATE ONLY. THE CONTRACTOR IS REQUIRED TO TAKE ALL
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON
THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THOSE LINES OR STRUCTURES.
4. THE WALL AND FACE OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A
SHORING SYSTEM: SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5)
FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE
EXPECTED.
5. ALL TRENCHING AND/OR SHORING SHALL MEET REQUIREMENTS OF CAL-OSHA. THE CONTRACTOR SHALL OBTAIN A PERMIT TO
PERFORM EXCAVATION OR TRENCH WORK FROM CAL-OSHA.
6. FOR STEEL PIPE, THE CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES AND
POINTS OF CONNECTION PRIOR TO SUBMITTAL OF PIPE LAYING DIAGRAMS. FOR PVC PIPE, THE CONTRACTOR SHALL BE
RESPONSIBLE TO FIELD VERIFY THE LOCATION AND DEPTH OF EXISTING CROSSING AND PARALLEL UNDERGROUND UTILITIES
AND POINTS OF CONNECTION AT LEAST THREE WEEKS OR 1,500 FEET, WHICHEVER IS GREATER, IN ADVANCE OF PIPELINE
CONSTRUCTION. IN ADDITION, THE CONTRACTOR SHALL EXPOSE ALL UTILITIES AND SERVICES AT LEAST 200 LINEAR FEET IN
ADVANCE OF THE ACTUAL PIPE EXCAVATION OPERATIONS.
7. THE CONTRACTOR SHALL KEEP A SIGNED SET OF APPROVED PLANS AND SPECIFICATIONS AND A COPY OF ALL CONSTRUCTION
PERMITS ON THE JOB SITE AT ALL TIMES DURING WORKING OPERATIONS.
8. CONSTRUCTION WORK HOURS SHALL BE 7:00 AM TO 4:30 PM MONDAY THROUGH FRIDAY, EXCLUDING HOLIDAYS, EXCEPT AS
SPECIFIED WITHIN THE PROJECT SPECIFICATIONS. LANE CLOSURES WILL NOT BE ALLOWED DURING THE SUMMER AS SPECIFIED
WITHIN THE PROJECT SPECIFICATIONS.
9. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL SAFETY REQUIREMENTS.
10. ALL WORK SHALL COMPLY WITH CONDITIONS ESTABLISHED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD.
CONTRACTOR WILL BE REQUIRED TO OBTAIN A NPDES PERMIT AND COMPLY WITH ALL REQUIREMENTS FOR ANY DISCHARGE OF
GROUNDWATER, DEWATERING OR SURFACE DRAINAGE DISCHARGE TO A STORM DRAIN FACILITY. PRIOR TO ANY DISCHARGE TO
STORM DRAIN, CONTACT CITY OF NEWPORT BEACH STORM DRAINS (949-718-3481) BEFORE DEWATERING INTO STORM DRAINS.
THERE ARE TIDE VALVES WITHIN THE SYSTEM THAT IS NORMALLY CLOSED DURING HIGH TIDES. NO DISCHARGE INTO STORM
DRAIN IS ALLOWED DURING HIGH TIDE.
11. WORK SHOWN OR INDICATED ON THESE PLANS, OR CALLED FOR IN THE SPECIFICATIONS, BUT NOT INCLUDED AS PAY QUANTITY
ITEMS SHALL BE CONSIDERED INCIDENTAL WORK - COST OF WHICH SHALL BE INCLUDED IN THE CONTRACTOR'S BID FOR PAY
QUANTITY ITEMS.
12.BENCHMARK/MONUMENT NOTE: ANY BENCHMARK OR MONUMENT WHICH IS DISTURBED OR DESTROYED SHALL BE
REESTABLISHED AND REPLACED BY A STATE OF CALIFORNIA CIVIL ENGINEER REGISTERED PRIOR TO DECEMBER 31, 1981 OR A
LICENSED LAND SURVEYOR, AND A CORNER RECORD OR RECORD OF SURVEY FILED AS REQUIRED BY THE LAND SURVEYOR'S
ACTS. PRIOR TO COMMENCEMENT OF WORK, ALL SURVEY MONUMENTS IN THE PROJECT AREA SHALL BE LOCATED AND TIED
OUT BY THE CONTRACTOR. ALL CENTERLINE MONUMENTS OR TIES LOST OR DESTROYED BY THIS WORK SHALL BE REPLACED
AND NEW TIE SHEETS PROVIDED. METHOD OF ESTABLISHMENT SHALL BE STATED ON THE TIE SHEET. TIE SHEETS SHALL BE
PREPARED AND STAMPED BY A LICENSED ENGINEER OR SURVEYOR AND SHALL BE DELIVERED TO THE CITY OF NEWPORT
BEACH PRIOR TO CONSTRUCTION.
13. CONTRACTOR SHALL VERIFY CONSTRUCTION PHASING OF TRAFFIC CONTROL PLANS AT ALL STREET CROSSING.
14. THE CITY OF NEWPORT BEACH FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES WITHIN
THEIR JURISDICTIONAL AREA.
15. THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY REPRESENTATIVES FROM THE RESPECTIVE UTILITY COMPANIES PER
STATE LAW. CALL UNDERGROUND SERVICE ALERT 48 HOURS IN ADVANCE OF CONSTRUCTION ACTIVITIES AT (800) 227-2600.
16. STATIONS, COORDINATES, AND RADII REFER TO THE CENTERLINE OF THE PIPE. STREET STATIONING REFERS TO CENTERLINE
OF STREET. STATIONS SHOWN ARE VERTICAL PROJECTIONS ALONG THE CENTERLINE OF PIPE. DISTANCES SHOWN IN PROFILE
AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES.
17. WATER MAINS SHALL HAVE A 42" MINIMUM DEPTH OF COVER IN UNPAVED AREAS AND 36" MINIMUM DEPTH OF COVER IN PAVED
AREAS UNLESS OTHERWISE NOTED ON PLANS. FOR DEPTH OF COVER LESS THAN 30-INCHES, DUCTILE IRON PIPE SHALL BE
INSTALLED. PVC PIPE SHALL NOT BE INSTALLED WITH LESS THAN 30-INCHES OF COVER.
18. ALL WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD-106-L, THE TRENCH DETAIL ON THESE PLANS AND THESE
SPECIFICATIONS.
19. ALL BURIED FLANGED PIPE JOINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL NUTS, BOLTS AND WASHERS.
GASKETS SHALL BE FULL FACED, CLOTH REINFORCED BUNA-N RUBBER. ALL SURFACES SHALL BE WRAPPED WITH WAX TAPE
PER DETAIL 7 ON SHEET C-504. SEE SPECIFICATION SECTION 209-6. BOND ALL BURIED NON-INSULATING MECHANICAL PIPE
CONNECTIONS (I.E. COUPLINGS, FLANGES, VALVES, ETC) PER DETAIL 7 ON SHEET C-504.
20. FLEX AND TRANSITION COUPLINGS USED TO JOIN PIPE SHALL HAVE ALL THREADED PARTS AND JOINING HARDWARE
FABRICATED FROM TYPE 316 STAINLESS STEEL. PIPE HARNESS ASSEMBLIES, VALVE AND FITTING RESTRAINTS SHALL BE JOINED
UTILIZING TYPE 316 STAINLESS STEEL ALL THREAD ROD, NUTS, BOLTS AND WASHERS. ALL SURFACES SHALL BE WRAPPED WITH
WAX TAPE PER DETAIL 7 ON SHEET C-504.
21. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE THREADED PARTS COATED LIBERALLY WITH
AN APPROVED ANTI-CEASE COMPOUND.
22. ALL BOLTED AND THREADED FASTENERS SHALL CONFORM TO THE MINIMUM REQUIREMENTS FOR STRENGTH, MATERIAL
CONSTRUCTION AND DIMENSION AS ESTABLISHED BY THE ASTM AND ANSI SPECIFICATIONS. ALL FASTENERS SHALL BE
ACCOMPANIED BY WRITTEN CERTIFICATION FROM THE MANUFACTURER STATING COMPLIANCE WITH THE APPROPRIATE
SPECIFICATIONS.
23. RESTORE ALL EXISTING SURFACE IMPROVEMENTS AND GRADES TO THEIR ORIGINAL CONDITION EXCEPT WHERE
MODIFICATIONS ARE SPECIFICALLY NOTED ON THESE PLANS.
24. ALL LANDSCAPING AND GRASS AREAS SHALL BE RESTORED TO ITS ORIGINAL PER THE PROJECT SPECIFICATIONS. ALL
IRRIGATION LINES, SPRINKLERS, CONTROL WIRES AND CONTROL BOXES THAT ARE DAMAGED SHALL BE REPAIRED TO THE
SATISFACTION OF THE OWNER AND TO THE REGULATORY AGENCY HAVING JURISDICTION PER THE PROJECT SPECIFICATIONS.
COORDINATE THE MARKING OF EXISTING IRRIGATION PIPES AND CONTROL WIRING A MINIMUM OF 48 HOURS IN ADVANCE BY
CONTACTING PARK MAINTENANCE SUPERVISOR, RELATIVE TO WORK PERFORMED ON THE MEDIANS.
25. ALL CONCRETE SHALL BE 560-C-3250 UNLESS OTHERWISE SPECIFIED.
26. THE CONTRACTOR SHALL RESTORE OR REPLACE IN KIND ALL EXISTING IMPROVEMENTS DISTURBED DURING CONSTRUCTION.
27. ALL CONCRETE SIDEWALKS OR CURBS TO BE REPLACED SHALL BE SAWCUT TO THE NEAREST TRANSVERSE SCORE MARK OR
ADJUSTABLE CONTROL JOINT OR WEAKENED PLANE JOINT AND REPLACED IN CONFORMANCE WITH THE APPLICABLE
PROVISIONS OF THE CITY OF NEWPORT BEACH. EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE. COLOR AND
FINISH TO ALL ADJOINING CURBS AND WALKS.
28. ALL P.C.C. AND A.C. PAVEMENT REMOVALS SHALL BE OUTLINED TO NECESSARY WORKING LIMITS AND SAWCUT PRIOR TO THE
REMOVAL. ALL DEBRIS CREATED BY THE REMOVAL OPERATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND
SHALL BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND AT A LOCATION ACCEPTABLE TO THE CITY OF NEWPORT
BEACH.
29. TRAFFIC CONTROL WITHIN THE PUBLIC STREET RIGHT-OF-WAY SHALL BE IN CONFORMANCE WITH THE WORK AREA TRAFFIC
CONTROL HANDBOOK (WATCH MANUAL), MOST RECENT EDITION AND ANY CITY OF NEWPORT BEACH REQUIREMENTS. THE
CONTRACTOR SHALL PROVIDE A 24-HOUR TELEPHONE NUMBER FOR EMERGENCY REPAIRS TO TRAFFIC CONTROL AND
PAVEMENT MARKINGS.
30. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PROVIDE FOR SMOOTH TRAFFIC FLOW AND SAFETY. ACCESS SHALL BE
MAINTAINED FOR ALL PROPERTIES ADJACENT TO THE WORK.
31. TRAFFIC SIGNAL CONDUIT AND LOOPS ARE SHOWN ON THE PLANS WHERE DETAIL PLANS ARE AVAILABLE. HOWEVER, THE PLANS
MAY NOT REFLECT ALL OF THE TRAFFIC SIGNAL CONDUITS AND LOOPS. THE CONTRACTOR SHALL FIELD VERIFY LOCATION OF
ALL TRAFFIC SIGNAL LOOPS AND CONDUITS AND PROTECT IN PLACE ALL EXISTING TRAFFIC SIGNAL CONDUITS. REPLACE WITHIN
SEVEN (7) CALENDAR DAYS ANY LOOPS DAMAGED OR DISRUPTED BY CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL
CONTACT THE CITY TRAFFIC ENGINEERING DIVISION AT (949) 644-3330 48 HOURS (MINIMUM) PRIOR TO DISTURBING ANY TRAFFIC
SIGNAL LOOPS.
32. IN THE EVENT THAT EXISTING TRAFFIC STRIPING, CROSSWALK STRIPING OR STENCILING IS OBLITERATED OR THE
EFFECTIVENESS OF WHICH HAS BEEN REDUCED BY CONSTRUCTION, IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
REPLACE THE SAID STRIPING OR STENCILING TO THE CITY OF NEWPORT BEACH REQUIREMENTS. REMOVED STRIPING SHALL BE
REPLACED IMMEDIATELY (WITHIN ONE CALENDAR DAY) WITH TEMPORARY STRIPING. PERMANENT RE-STRIPING WILL REQUIRE
TWO COATS (TWO PASSES) AS A MINIMUM AND BE SUPPLEMENTED WITH RAISED REFLECTIVE PAVEMENT MARKERS AS
REQUIRED. CROSSWALKS FOR THE ENTIRE INTERSECTION WILL NEED TO BE RESTRIPED IF ANY PORTIONS OF THE EXISTING
CROSSWALK IS ALTERED BY THE WORK.
33. THE CONTRACTOR SHALL MAINTAIN THE WORK AREA IN A NEAT, SAFE CLEAN, AND SANITARY CONDITION AT ALL TIMES AND TO
THE SATISFACTION OF THE CITY OF NEWPORT BEACH. STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND NUISANCE
BEING CONTROLLED AT ALL TIMES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY CLEAN-UP ON ADJACENT
STREETS AFFECTED BY HIS CONSTRUCTION. CONTRACTOR TO CLEAN STREET WITH SWEEPER PRIOR TO END OF EACH WORK
DAY AS A MINIMUM.
34. CONTRACTOR SHALL HAVE A FUNCTIONAL STREET SWEEPER AND WATER TRUCK AVAILABLE AT ALL TIMES DURING
CONSTRUCTION WORKS HOURS.
35. AT THE END OF EACH WORKING DAY AND AT THE TIMES WHEN CONSTRUCTION OPERATIONS ARE SUSPENDED FOR ANY
REASON, THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT, VEHICLES, MATERIAL, TRAFFIC CONTROL DEVICES, STOCKPILE OR
ANY OTHER FORM OF OBSTRUCTION FROM THE STREET RIGHT-OF-WAY.
36. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL EITHER BACKFILL AND PLACE BASE PAVEMENT OR STEEL PLATE ALL
EXCAVATIONS WITHIN STREET RIGHT-OF-WAY SO HE CAN OPEN UP ALL TRAVEL LANES TO TRAFFIC. SEE SPECIFICATIONS FOR
STEEL PLATE REQUIREMENTS. STEEL PLATES WITHIN TRAVEL LANES SHALL BE LIMITED TO 200 FEET.
37. THE CONTRACTOR SHALL FULLY ENCASE ALL COPPER PIPE (E.G. SERVICES, AIR/VACS ETC.) WITH CLEAN SAND (SE30 MIN) 6" MIN
AROUND THE PIPE.
38. PIPELINES SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE SPECIFICATIONS TO THE MINIMUM TEST PRESSURE
INDICATED BELOW: MINIMUM TEST PRESSURE - 225 PSI AND THE DURATION OF THE TEST SHALL BE A MINIMUM OF TWO (2)
HOURS. CHLORINATION AND BACTI REQUIRED.
39. ALL SURPLUS MATERIAL REMOVED, INCLUDING EXCAVATED MATERIALS WHICH ARE NOT SUITABLE FOR USE IN THIS PROJECT
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER
AND AT LOCATION ACCEPTABLE TO ALL COGNIZANT AGENCIES.
40. THE CONTRACTOR SHALL CONFINE ALL OF HIS ACTIVITIES TO THE AREAS WITHIN THE EXISTING STREET RIGHT-OF-WAY SHOWN
IN THESE PLANS UNLESS HE OBTAINS WRITTEN CONSENT FROM THE PROPERTY OWNER. CONTRACTOR IS RESPONSIBLE FOR
OBTAINING TEMPORARY STORAGE AREA.
41. SHUT DOWN OF EXISTING LINES TO FACILITATE CONNECTION TO EXISTING FACILITIES SHALL BE COORDINATED WITH THE CITY
OF NEWPORT BEACH. PROVIDE MIN. 48 HR NOTICE TO RESIDENTS AND COMMERCIAL PROPERTIES PRIOR TO SHUTDOWN.
42. ALL CONSTRUCTION SURVEYS FOR THIS PROJECT SHALL BE PROVIDED BY THE CONTRACTOR AT HIS EXPENSE. SURVEY POINTS
DESTROYED AS A RESULT OF THE CONTRACTOR'S NEGLIGENCE OR FAILURE TO PROVIDE PROPER PROTECTION, SHALL BE
REPLACED AT THE CONTRACTOR'S EXPENSE.
43. THE CONTRACTOR IS TO MAINTAIN AND PROVIDE THE CITY OF NEWPORT BEACH WITH A "RECORD" SET OF AS BUILT DRAWINGS
AT THE COMPLETION OF ALL WORK PER THE PLANS AND SPECIFICATIONS.
44. GAS, WATER AND SEWER SERVICES ARE SHOWN APPROXIMATELY. NO PLANS WERE AVAILABLE. HOWEVER, THE PLANS DO NOT
NECESSARILY REFLECT ALL OF THE GAS, WATER AND SEWER SERVICES. THE CONTRACTOR SHALL FIELD VERIFY LOCATION OF
ALL GAS, WATER AND SEWER SERVICE LOCATIONS AND PROTECT IN PLACE.
45. ALL APPROACHES TO PRIVATE DRIVEWAYS, DRIVEWAYS AND INTERSECTING STREETS SHALL BE KEPT OPEN TO TRAFFIC AT ALL
TIMES. CONTRACTOR SHALL INFORM ALL PROPERTY OWNERS OR BUSINESSES A MINIMUM OF ONE WEEK PRIOR TO ANY
CONSTRUCTION THAT WILL IMPEDE THE NORMAL ACCESS TO THEIR DRIVEWAYS. THE CONTRACTOR SHALL NOTIFY THE CITY A
MINIMUM OF TWO WEEKS OF AFFECTED PROPERTY OWNERS OR BUSINESSES THAT REQUIRE NOTIFICATION.
46. DISRUPTED OR DAMAGED STREET LIGHTING SYSTEMS SHALL BE REPAIRED OR REPLACED TO CITY STANDARDS. NOTIFY CITY OF
NEWPORT BEACH UTILITIES FRONT OFFICE (DAVE ICHIKAWA OR J. AUGER) AT 949-694-3011. DAMAGED STREET LIGHT CONDUIT
OR CABLE SHALL BE REPLACED FROM POLE TO POLE (NO SPLICING WILL BE ALLOWED).
47. ALL BURIED D.I. PIPE, VALVES, FITTINGS, ETC. SHALL BE WRAPPED IN TWO LAYERS OF POLYETHYLENE PER THE PROJECT
SPECIFICATIONS. PROVIDE ALL C-900 PIPE WITH 10 GAUGE TRACING WIRE.
48. LOOSE EXCAVATED MATERIAL SHALL NOT BE PLACED OR STORED IN WATERWAYS OR STORM DRAIN CHANNELS. ALL EXCESS
EXCAVATED SOIL AND MATERIALS SHALL BE REMOVED AND DISPOSED OF IN A PROPER AND LEGAL MANNER BY THE
CONTRACTOR. ALL DISTURBED SURFACE AREAS SHALL BE SHAPED TO FACILITATE DRAINAGE AND AVOID PONDING AND SHALL
BE RESTORED TO NEAR NATURAL OR PRE-CONSTRUCTION CONDITIONS.
49. THE CONTRACTOR SHALL CONDUCT HIS CONSTRUCTION OPERATIONS IN SUCH A MANNER THAT STORM OR OTHER WATERS
MAY PROCEED UNINTERRUPTED ALONG THE STREET OR DRAINAGE COURSES.
50. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN UNANTICIPATED STORM DOES NOT CARRY
WASTES OR POLLUTANTS OFF THE SITE. SUCH "DISCHARGES" OF MATERIAL OTHER THAN STORM WATER ARE ALLOWED ONLY
WHEN NECESSARY FOR PERFORMANCE AND COMPLETION OF CONSTRUCTION PRACTICES AND WHERE THEY DO NOT: CAUSE
OR CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARD; CAUSE OR THREATEN TO CAUSE POLLUTION,
CONTAMINATION, OR NUISANCE; OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERAL
REGULATIONS 40 CFR PARTS 117 AND 302. MATERIALS WHICH MAY HAVE EFFECTS OF POLLUTION INCLUDE BUT ARE NOT
LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, GLUES, LIMES, PESTICIDES,
HERBICIDES, WOOD PRESERVATIVES AND SOLVENTS; ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS,
LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; FERTILIZERS, VEHICLE/EQUIPMENT WASH WATER AND
CONCRETE WASH WATER; CONCRETE DETERGENT OR FLOATABLE WASTES; WASTES FROM ANY ENGINE/EQUIPMENT STEAM
CLEANING OR CHEMICAL DEGREASING, AND SUPER CHLORINATED WATER LINE FLUSHINGS. DURING CONSTRUCTION, DISPOSAL
OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ONSITE PHYSICALLY SEPARATED
FROM POTENTIAL STORM WATER RUN-OFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL
REQUIREMENTS.
51. ACCESS TO DRIVEWAYS ADJACENT TO THE CONSTRUCTION WORK ZONE SHALL BE MAINTAINED AT ALL TIMES IF AT ALL
POSSIBLE. ADDITIONAL CONES OR DELINEATORS MAY BE REQUIRED TO DELINEATE THE DRIVEWAY ACCESS ROUTE THROUGH
THE CONSTRUCTION WORK ZONE. A MINIMUM OF ONE TRAVEL LANE SHALL BE MAINTAINED ACROSS THE DRIVEWAYS UNLESS
PRIOR WRITTEN APPROVAL IS OBTAINED FROM THE CITY OF NEWPORT BEACH.
52. CONTRACTOR SHALL DEMONSTRATE EXTREME CAUTION WHEN TRENCHING IN CLOSE PROXIMITY TO OTHER UTILITIES. ANY SIGN
OF DEGRADATION OF THE TRENCH WALL INTEGRITY WILL NOT BE TOLERATED AND WILL FORCE THE STOPPAGE OF WORK UNTIL
THE TRENCH INTEGRITY IS ADEQUATELY RESTORED.
53. CONTRACTOR TO PROVIDE A FULL VIDEO TAPE/DVD OF THE STREET PAVING AND SURROUNDINGS PRIOR TO THE START OF
CONSTRUCTION, INCLUDING DIGITAL STILL PHOTOS AT KEY LOCATIONS.
54. VALVE CANS AND MANHOLES TO BE ADJUSTED TO GRADE AFTER FINAL PAVING.
55. WATER MAIN DISINFECTION SHALL CONFORM TO THE CITY'S STANDARD SPECIAL PROVISIONS SECTION 306-1.4.7.
56. CONTRACTOR SHALL USE BEST MANAGEMENT PRACTICES (BMP'S). SAND BAGS AND FABRIC SHALL BE PLACED OVER ANY
STORM DRAINS IN CLOSE PROXIMITY TO THE PROJECT SITE. DURING WINTER MONTHS PLACE BMP'S ON TOP OF CATCH BASINS
BEFORE ANY RAIN EVENT. AT END OF PROJECT, INSPECT AND REMOVE ANY SAND BAGS THAT MAY HAVE FALLEN INTO CATCH
BASINS.
57. TRACING WIRE (10 GAUGE) SHALL BE INSTALLED ON ALL PVC LATERAL CONNECTIONS FROM THE TRANSMISSION MAIN TO THE
DISTRIBUTION MAINS.
58. ALL NON-STEEL FITTINGS SHALL BE AWWA C-110. FITTINGS PER AWWA C-153 WILL NOT BE ALLOWED.
59. BLUE LOCATING TAPE SHALL BE INSTALLED ON ALL MAINS WITH LESS THEN FIVE (5) FEET OF COVER.
60. ALL PIPELINE DEWATERING AND FLUSHING SHALL BE DISCHARGED TO THE NEAREST SEWER FACILITY. SEE PROJECT
SPECIFICATIONS FOR REQUIRED OCSD PERMIT AND THE CORRESPONDING PERMIT REQUIREMENTS.
61. THE CONTRACTOR SHALL PROTECT IN PLACE EXISTING MONITORING WELLS. THIS INCLUDES THE WELLS THAT ARE SHOWN ON
THE PLANS AND THOSE THAT MAY NOT BE SHOWN ON THE PLANS. THE CITY AT ITS DISCRETION, MAY REQUIRE THE
CONTRACTOR TO INSTALL STEEL PLATES OVER THE MONITORING WELLS TO PROTECT THEM.
62. SNAP CUT EXISTING AC PIPE AND REMOVE INTERFERING PORTIONS OF PIPE AS NECESSARY TO PROVIDE ROOM FOR NEW
CONNECTING PIPE, FITTINGS, AND VALVE. DO NOT UNDER ANY CIRCUMSTANCES ALLOW ASBESTOS PARTICLES TO BECOME
AIRBORNE. DISPOSE OF AC PIPE IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS. INSTALL NEW PIPE AS
SHOWN IN CONNECTION DETAILS SHOWN IN PLANS. USE LONG BARREL TYPE FLEX COUPLINGS WITH TYPE 316 STAINLESS STEEL
HARDWARE WITH FLUOROPOLYMER (TRIPAC 2000) OR EQUAL COATING AND DI OR AWWA C900 (DR14) PIPE SPOOLS CUT TO FIT
AS REQUIRED. ALL MATERIAL SHALL BE APPROVED BY THE CITY INSPECTOR PRIOR TO INSTALLATION.
63. IF GROUNDWATER IS ENCOUNTERED, CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ACCESS PITS AND TRENCHES
AND DISPOSING OF WATER AS REQUIRED BY CONTRACT DOCUMENTS AND APPLICABLE NPDES PERMITS AND FEDERAL, STATE,
AND LOCAL GOVERNMENT REQUIREMENTS. A GEOTECHNICAL REPORT HAS NOT BEEN PERFORMED FOR THIS PROJECT.
HOWEVER, CONTRACTOR MUST ACCOUNT FOR HIGH TIDE CONDITIONS DURING CONSTRUCTION. NO DEWATERING INTO STORM
DRAINS DUE TO STORM DRAINS BEING CLOSED DURING HIGH TIDES. CONTACT CNB UTILITIES DEPT. FOR QUESTIONS ON TIDE
OR DEWATERING.
CONTRACTOR SHALL ASSUME GROUNDWATER AT THREE FEET OF COVER.
64. CONTRACTOR SHALL MOVE AND RELOCATE WATER METER TO PROPERTY LINE. THE CONTRACTOR SHALL ADJUST THE WATER
SERVICE ON THE PRIVATE SIDE OF THE METER TO THE NEW DEPTH AND LOCATION AS PER CITY OF NEWPORT BEACH STD 502-L
& STD 503-L. MATERIAL FROM MAIN LINE TO AND INCLUDING ANGLE METER STOP SHALL BE NEW. NEW WATER METER BOX & LIDS
REQUIRED (DFW PLASTICS).
W-5385-S
G-002
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
www.tetratech.com
17885 Von Karman Ave, Suite 500
Irvine, California 92614
Phone: (949) 809-5000 Fax: (949) 809-5010
BI
D
S
E
T
UTILITY AND AGENCY INDEX
AGENCY PHONE
AT&T DISTRIBUTION (714) 618-9128
CLEAR CHANNEL OUTDOOR (213) 305-0045
ORANGE COUNTY SANITATION DISTRICT (714) 593-7326
MCI VERIZON (469) 886-4238
CROWN CASTLE (888) 632-0931
SOUTHERN CALIFORNIA GAS COMPANY (714) 634-5067
SOUTHERN CALIFORNIA EDISON COMPANY (909) 503-5565
CHARTER (951) 406-1635
WILCON (213) 542-0100
LIST OF STANDARD DRAWINGS
NUMBER TITLE
STD-105-L-B TRENCH RESURFACING
STD-106-L PIPE BEDDING
STD-108-L PCC PAVEMENT CONTACT JOINTS
STD-140-L PLACEMENT OF JOINTS IN P.C.C. ALLEY PAVEMENT
STD-160-L COMMERCIAL DRIVEWAY APPROACH TYPE I
STD-161-L COMMERCIAL DRIVEWAY APPROACH TYPE II
STD-166-L COMMERCIAL DRIVEWAY APPROACH TYPE III
STD-180-L SIDEWALK
STD-181-L
(A,B,C)CURB ACCESS RAMPS
STD-182-L STANDARD CURB SECTIONS TYPE "A" AND "B"
STD-185-L STANDARD GROSS GUTTER
STD-500-L FIRE HYDRANT
STD-502-L 1-INCH SERVICE CONNECTION
STD-503-L 2-INCH SERVICE CONNECTION
STD 505-L MAIN LINE VALVE
STD-507-L WATER MAIN TAP
STD-510-L-A THRUST BLOCK
STD-510-L-B REDUCER THRUST BLOCK
STD-516-L MULTIPLE WATER SERVICE
RECORD DRAWINGS
These Record Drawings have been prepared based on information submitted, In, part, by
others. While this information is believed to be reliable, Tetra Tech is not responsible for
its accuracy, nor for errors or omissions which may have been incorporated into these
plans as a result.
1/2021 RECORD DRAWINGS MWT1
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8QQ-t~7-2600 ~ No. 36399 "' TOM L. EPRSON ~
811 E,p. 06-30-20 * RCE 36399 ·~
AT LEAST TWO DAYS CI VI\_ ?::-,~..::: DESIGNED: I DRAWN: A ? UNOERGROUND SEIMCE AIERT OF~:~: :ro~~G~ or c,1.11" L.:;. MICHAEL J. SINACORI, r----------------------.---1------Ji
10121119 cHEcKrn, I DATE:ocr 2019 No. DATE DEscRIPrI0N or RE11sI0Ns Ass1sTA~~\;;,;'1iNG1NEER e APPROVED I SHEET ~ 0
CONSTRUCTION NOTES
1 CONSTRUCT 12" PVC DR 14 CL 305 AWWA C-900
2 CONSTRUCT 8" PVC DR 14 CL 305 AWWA C-900
3 CONSTRUCT 6" PVC DR 14 CL 305 AWWA C-900
4 CONSTRUCT 4" PVC DR 14 CL 305 AWWA C-900
5 INSTALL 8" DI 90 DEGREE BEND
6 INSTALL 8" DI 45 DEGREE BEND
7 INSTALL 8" DI 22.5 DEGREE BEND
8 INSTALL 8" DI 11.25 DEGREE BEND
9 INSTALL 6" DI 45 DEGREE BEND
10 INSTALL 6" DI 22.5 DEGREE BEND
11 6" DI 11.25 DEGREE BEND
12 INSTALL 12"x8" DI TEE (MJ x FLG)
13 INSTALL 8" DI TEE (MJ x FLG)
14 INSTALL 8"x6" DI TEE (MJ x FLG)
16 INSTALL 8"x6" DI ECCENTRIC REDUCER (FLAT ON TOP)
17 INSTALL 6"x4" DI ECCENTRIC REDUCER (FLAT ON TOP)
18 INSTALL 12" TRANSITION COUPLING
19 INSTALL 8" TRANSITION COUPLING
20 INSTALL 6" TRANSITION COUPLING
21 INSTALL 8" CUT-IN GATE VALVE (MJ) AND BOX PER CITY OF NEWPORT
BEACH STD-511-L, STD-510-L-C AND STD-508-L
23 INSTALL 8" GATE VALVE AND VALVE BOX PER CITY OF NEWPORT BEACH
STD-511-L AND STD-510-L-C
24 INSTALL 6" GATE VALVE AND VALVE BOX PER CITY OF NEWPORT BEACH
STD-511-L AND STD-510-L-C
25 INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH
STD-500-L
26 CONSTRUCT THRUST BLOCK PER CITY OF NEWPORT BEACH
STD-510-L-A AND STD-510-L-B
27 INSTALL 4" DI END CAP
28 CONSTRUCT TEST BULKHEAD (WITH VALVE BOX - PERMANENT)
PER DTL 1 ON SHT C-506
29 CONSTRUCT SERVICE LATERAL, RECONNECT PER DTL 4 ON SHT C-505
30 INSTALL 12" X 6" DI TEE (MJ x FLG)
INSTALL 1" SERVICE AND CONNECT TO EXIST SERVICE PER CITY OF
15 INSTALL 6" DI TEE (MJ x FLG)
22 INSTALL 6" CUT-IN GATE VALVE (MJ) AND BOX PER CITY OF NEWPORT
BEACH STD-511-L, STD-510-L-C AND STD-508-L
INSTALL 12" X 6" DI TEE (MJ x FLG)
31 INSTALL 1" SERVICE AND CONNECT TO EXIST SERVICE PER CITY OF
NEWPORT BEACH STD-502-L, SADDLE SHALL BE FORD 202BS
32 INSTALL COPPER TUBING TYPE "K"-1" SOFT/ 2" HARD
33 FURNISH AND INSTALL NEW METER BOX &
LIDS (DFW PLASTICS)
34 FURNISH AND INSTALL NEW CUSTOMER VALVE (REPLACE IN KIND)
35 INSTALL 2" SERVICE AND CONNECT TO EXIST. SERVICE PER CITY OF
NEWPORT BEACH STD-503-L, SADDLE SHALL BE FORD 202BS
36 TRENCH SECTION PER DTL 2 ON SHT C-505
37 REMOVE AND REPLACE EXIST CURB AND/OR CURB AND GUTTER TO
NEAREST JOINT PER CITY OF NEWPORT BEACH STD-182-L
38 REMOVE AND REPLACE EXIST SIDEWALK TO NEAREST JOINT PER CITY
OF NEWPORT BEACH STD-180-L
39 PAVEMENT RESTORATION SHALL BE TRENCH WIDTH ONLY WITH 4"
THICK OF FINE HOT MIX ASPHALT CONCRETE FLUSH WITH ADJACENT
EXISTING CONCRETE OR AC.
40 FINAL STREET PAVING FOR EXISTING AC STREET SHALL BE TRENCH
WIDTH ONLY WITH 6" THICK OF HOT MIX ASPHALT CONCRETE (1 1/2"
FINE MIX AC / 4 1/2" BASE COURSE AC). AC SHALL BE PLACED FLUSH
WITH EXISTING UNDISTURBED PAVEMENT.
41 REMOVE AND REPLACE BRICK PAVER IN KIND
42 REMOVE AND REPLACE LANDSCAPING IN KIND
43 REMOVE AND REPLACE EXIST CONCRETE MEDIAN IN KIND PER CITY OF
NEWPORT BEACH STANDARDS
44 REMOVE AND DISPOSE EXIST FIRE HYDRANT
45 REMOVE AND DISPOSE INTERFERING PORTIONS OF PIPE
46 ABANDON EXIST PIPE, FILL WITH SLURRY
47 CUT AND PLUG PER DTL 3 ON SHT C-505
48 REMOVE AND DISPOSE EXIST VALVE BOX PER SPECIFICATIONS
49 8" HOT TAP
50 PROTECT IN PLACE EXIST POWER POLE
51 INSTALL 12" X 6" DI CROSS (MJ x FLG)
52 8" BLIND FLANGE
53
INSTALL 12" CUT-IN GATE VALVE (MJ) AND
BOX PER CITY OF NEWPORT BEACH
STD-511-L, STD 510-L-C AND STD-508-L
54 8" PVC C-900 HIGH DEFLECTION COUPLING
55 6" PVC C-900 HIGH DEFLECTION COUPLING
56 4" FDC. PROVIDE 6" x 4" TEE (MJ x FLG), 4" GATE VALVE
(FLG x MJ), 4" DIP AND CONNECT TO FDC PIPING
57
1" IRRIGATION CONNECTION. PROVIDE SERVICE SADDLE,
CORP STOP PER CNB STD-503-L. PROVIDE 8' OF PIPING
TO CONNECT TO EXISTING PIPING (MATCH IRRIGATION
PIPING)
CONSTRUCTION NOTES, ABBREVIATIONS,
SYMBOLS AND TRAFFIC CONCEPT
C-7631-2
EKMMWT
TLE
TRAFFIC CONCEPT SUMMARY
WORK WITHIN APPROX PIPELINE STATION LANES OPEN DURING
CONSTRUCTION DESCRIPTION
FROM TO NORTH SOUTH
ALLEY 321-A 10+00 11+70 DETOUR DETOUR CLOSE ALLEY TEMPORARILY AND DETOUR
ALLEY 320-A 12+00 13+71 DETOUR DETOUR CLOSE ALLEY TEMPORARILY AND DETOUR
ALLEY 319-A 14+00 15+76 DETOUR DETOUR CLOSE ALLEY TEMPORARILY AND DETOUR
ALLEY 311-A 313+46 315+29 DETOUR DETOUR CLOSE ALLEY TEMPORARILY AND DETOUR
ALLEY 310-A 323+47 327+43 DETOUR DETOUR CLOSE ALLEY TEMPORARILY AND DETOUR
ALLEY 309-A 333+60 336+64 DETOUR DETOUR CLOSE ALLEY TEMPORARILY AND DETOUR
ALLEY 311-B 310+00 312+90 DETOUR DETOUR CLOSE ALLEY TEMPORARILY AND DETOUR
ALLEY 310-B 320+00 322+90 DETOUR DETOUR CLOSE ALLEY TEMPORARILY AND DETOUR
ALLEY 309-B 330+00 332+90 DETOUR DETOUR CLOSE ALLEY TEMPORARILY AND DETOUR
ALLEY 308 35+00 10+20 DETOUR DETOUR CLOSE ALLEY TEMPORARILY AND DETOUR
ALLEY 307 39+00 42+15 DETOUR DETOUR CLOSE ALLEY TEMPORARILY AND DETOUR
ALLEY 306 43+00 46+15 DETOUR DETOUR CLOSE ALLEY TEMPORARILY AND DETOUR
ALLEY 305 47+00 50+13 DETOUR DETOUR CLOSE ALLEY TEMPORARILY AND DETOUR
ALLEY 304 51+00 54+09 DETOUR DETOUR CLOSE ALLEY TEMPORARILY AND DETOUR
ALLEY 300-E 61+21 62+40 DETOUR DETOUR CLOSE ALLEY TEMPORARILY AND DETOUR IN CONJUNCTION WITH ALLEY 310-B
ALLEY 300-F 62+60 64+80 DETOUR DETOUR CLOSE ALLEY TEMPORARILY AND DETOUR IN CONJUNCTION WITH ALLEY 309-B
ALLEY 300-G 65+27 67+40 DETOUR DETOUR CLOSE ALLEY TEMPORARILY AND DETOUR IN CONJUNCTION WITH ALLEY 308
ALLEY 300-H 67+60 69+20 DETOUR DETOUR CLOSE ALLEY TEMPORARILY AND DETOUR IN CONJUNCTION WITH ALLEY 307
ALLEY 300-I 69+30 71+00 DETOUR DETOUR CLOSE ALLEY TEMPORARILY AND DETOUR IN CONJUNCTION WITH ALLEY 306
ALLEY 300-J 71+15 72+70 DETOUR DETOUR CLOSE ALLEY TEMPORARILY AND DETOUR IN CONJUNCTION WITH ALLEY 305
ALLEY 300-K 72+90 75+00 DETOUR DETOUR CLOSE ALLEY TEMPORARILY AND DETOUR IN CONJUNCTION WITH ALLEY 304
23RD STREET 100+00 102+81 1 -MAINTAIN ONE LANE NORTHBOUND
BALBOA BOULEVARD
200+00 200+33 3 1 MAINTAIN ONE LANE SOUTHBOUND, NORTHBOUND NOT AFFECTED
200+33 203+50 1 2 MAINTAIN 1 LANE NORTHBOUND, SOUTHBOUND NOT AFFECTED
203+50 203+70 2 1 MAINTAIN 2 LANES NORTHBOUND, MAINTAIN ONE LANE SOUTHBOUND
203+70 205+23 3 1 MAINTAIN 1 LANE SOUTHBOUND, NORTHBOUND NOT AFFECTED
ALLEY 327 90+00 94+72 DETOUR DETOUR CLOSE ALLEY TEMPORARILY AND DETOUR
EXISTING PCC PAVEMENT
(IN ADDITION TO GREENBOOK SECTION 1-3.2)
SYMBOLS ABBREVIATIONS
MIN
MJ MECHANICAL JOINT
MINIMUM
MFG
MAX
LT
LF
L
GV
GB
GA
G
FWY OR FRWY
FT
FO
FLG
MANUFACTURER
MAXIMUM
LEFT
LINEAL FEET
LENGTH
FIBER OPTIC (LINE)
GAS (LINE)
GATE VALVE
GRADE BREAK
GAUGE
FREEWAY
FEET
FLANGED
CAL-OSHA
FH
EC
EXIST
ELEC
ELEV
DR
DWG
E
DIA OR Ø
DIP
DI
CP
CORR
CONC
CML
CL
CML&C
CCP
BM
CATV
CB
ELECTRICAL LINE OR EAST
DUCTILE IRON PIPE
END OF CURVE
EXISTING
FIRE HYDRANT
ELECTRICAL
ELEVATION
DRIVE
DRAWING
DIAMETER
DUCTILE IRON
CEMENT MORTAR LINED
DIV. OF OCCUPATIONAL SAFETY AND HEALTH
CALIF. DEPT. OF INDUSTRIAL RELATIONS
CABLE TELEVISION
CATHODIC PROTECTION
CEMENT MORTAR LINED & COATED
CORRIDOR
CONCRETE OR CONCENTRIC
CENTERLINE, CLASS
CONCRETE CYLINDER PIPE
BENCHMARK
CATCH BASIN
AVE
AB
AV
BC
BFV
BLVD
AWWA
ALT
AC
ACP
AIR AND VACUUM
AMERICAN WATER WORKS ASSOCIATION
ASBESTOS CEMENT PIPE
ASPHALT CONCRETE
AGGREGATE BASE
BEGINNING OF CURVE
AVENUE
BOULEVARD
BUTTERFLY VALVE
ALTERNATIVE
ANGLE
WATER (LINE) OR WEST OR WIDTH
TRAFFIC SIGNAL (CONDUIT-CABLE)
W
TEL
TRANS
TS
TYP
UB
STD
STL
THK
VALVE OR VOLTS
THICK
TRANSPORTATION
TYPICAL
UTILITY BOX
STANDARD
STEEL
TELEPHONE
SOUTHERN CALIFORNIA EDISON
SLOPE OR SOUTH OR SIGN OR SEWER (LINE)
SCH
SPECS
SS
ST
STA
SD
SHT
ROW OR R/W
RT
SCE
S
RW
SCHEDULE
SPECIFICATIONS
SANITARY SEWER
STORM DRAIN (LINE)
STATION
STREET OR TRAFFIC SIGNAL
SHEET
RECYCLED WATER (LINE)
RIGHT OF WAY
RIGHT
RD
PT
R
PVC
POT
RADIUS LENGTH
POLYVINYL CHLORIDE
ROAD
POINT
POTABLE
NTS
OD
PE
OC
N
NO
NOT TO SCALE
OUTSIDE DIAMETER
PLAIN END OR POLYETHYLENE (LINE)
ON CENTER
NORTH
NUMBER
CMB CRUSHED MISCELLANEOUS BASE
CO COMPANY
DEPT DEPARTMENT
CU COPPER (LINE)
CYL CYLINDER
VCP VITRIFIED CLAY PIPE
VERT VERTICAL
RCB REINFORCED CONCRETE BOX
RCP REINFORCED CONCRETE PIPE
PVMT PAVEMENT
PO PUSH-ON
PROP PROPOSED
PARKWAYPKWY
POTHOLEPH
MH MANHOLE
PCC POINT OF COMPOUND CURVATURE,
MIP MALE IRON PIPE
MIPT MALE IRON PIPE TREAD
FIPT
FIP FEMALE IRON PIPE
FEMALE IRON PIPE TREAD
CFR CODE OF FEDERAL REGULATIONS
RJ RESTRAINED JOINT
SW SIDEWALK
TC TOP OF CURB
V
BO BLOW-OFF
CL&C CEMENT LINED & COATED
CY CUBIC YARD
CT COURT
DTL DETAIL
EXT EXTENSION
FS FINISHED SURFACE
LN LANE
T TANGENT
SWT SWEAT
FOT FLAT ON TOP TBE THREAD BOTH ENDS
FM FORCE MAIN
PRC POINT OF REVERSE CURVATURE
PORTLAND CONCRETE CEMENT
OCEH ORANGE COUNTY ENVIRONMENTAL HEALTH
APWA AMERICAN PUBLIC WORKS ASSOCIATION
∠
CAB CRUSHED AGGREGATE BASE
APPROX APPROXIMATE
SWR SEWER
SSPWC STANDARD SPECIFICATIONS FOR PUBLIC
C&G CURB & GUTTER
CMP CORRUGATED METAL PIPE
ABN ABANDONED
EA EACH
H HEIGHT
INV
JS
HORIZ
INVERT
JUNCTION STRUCTURE
HORIZONTAL
IRR IRRIGATION (LINE)
HOA HOME OWNER'S ASSOCIATION
HD HIGH DEFLECTION
ID INSIDE DIAMETER
ST LT STREET LIGHT
WATER METERWM
TEST BULKHEAD
SIGN
SEWER CLEAN OUT
TREE
PALM TREE
TRAFFIC SIGNAL LOOP
POWER POLE
STORM DRAIN MANHOLE
UTILITY BOX
PLUG AND THRUST BLOCK
STORM DRAIN CATCH BASIN
TRAFFIC SIGNAL BOX
TRAFFIC LIGHT
CONCRETE ENCASED PIPE OR
STREET LIGHT
VALVE
CURVE DESIGNATION
FIRE HYDRANT
REDUCER
FENCE
UNDERGROUND ELECTRIC
UNDERGROUND TELEPHONE
GAS
STORM DRAIN
SEWER
POTABLE WATER
CURB & GUTTER
RIGHT-OF-WAY
CONCRETE CURB
CENTERLINE
BORING
BLOW-OFF
AIR RELEASE VALVE
WATER METER
GAS METER
SEWER MANHOLE
THRUST BLOCK
SURVEY MONUMENT OR NAIL
STEEL CASING
WORKS CONSTRUCTION
CNB CITY OF NEWPORT BEACH
OCSD ORANGE COUNTY SANITATION DISTRICT
CON CONNECTION
SERV SERVICE
CIP CAST IRON PIPE
TAPE WRAPPEDTW
CORROSION TEST STATION
OVERHEAD TELEPHONE
FIRE SERVICE
N'LY NORTHERLY
S'LY SOUTHERLY
UT UNDERGROUND TELEPHONE
ABAN ABANDONED
UTV UNDERGROUND TELEVISION
PLACEPL
W-5385-S
G-003
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
www.tetratech.com
17885 Von Karman Ave, Suite 500
Irvine, California 92614
Phone: (949) 809-5000 Fax: (949) 809-5010
BI
D
S
E
T
XXX ADDRESSES
FE FLANGED END
FDC FIRE DEPARTMENT CONNECTION
RECORD DRAWINGS
These Record Drawings have been prepared based on information submitted, In, part, by
others. While this information is believed to be reliable, Tetra Tech is not responsible for
its accuracy, nor for errors or omissions which may have been incorporated into these
plans as a result.
1/2021 RECORD DRAWINGS MWT1
0 0 0
0
0
0
0 0
0 0 0 0
0
0
0
0
0
0 0 0 0
0
0
0
0
0
0 0
0 0
0
0 0
0
0
0 0
0
0
0
0
0
0
0 0 0 0
0
0
0
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0
0
0
0
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-------
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8QQ-202R7-26QQ • if' TOM L. EPPERSON _'.:,c RCE 36399 •
AT LEAS~ i1 DAYS t--------------_J _ c Iv 1 \o l-;i(D:ES:IG:NE~D:==1+:□R~AWN~~: ===~6_~;+==~~==t~~~:~========================c===J J BEFORE YOU DIG 11... MICHAEL 1--------------------.--------J"
UNDERGROUND SER\1CE ALERT OF SOUTHERN CALfORN~ ¾;_C 0~ 111/ J. SINACORI, I I t ~0/21/19 CHECKED: I0ATE:OCT 2019 ND. ~=c'-R""CE~4"'6"-'21:,_4 ---~ DATE DESCRIPTION OF REv1SIONS APPROVED ASSISTANT CITY EN~NEER I SHEET §. 0
x
x
1
2
3
4
5 6
7 9 10
11
12 13
14
15
20
21
25
30
31
32
33
34
NEPTUNE
A
V
E
AL
L
E
Y
3
2
8
46
T
H
S
T
R
E
E
T
AL
L
E
Y
3
2
7
45
T
H
S
T
R
E
E
T
AL
L
E
Y
3
2
6
SEASHORE DR
I
V
E
BALBOA AVE
RIVE
R
D
R
CHA
N
N
E
L
P
L
24
40
41
45
46
47
48
50
51
41
S
T
S
T
AL
L
E
Y
3
2
1
-
A
40
T
H
S
T
AL
L
E
Y
3
2
0
-
A
39
T
H
S
T
AL
L
E
Y
3
1
9
-
A
38
T
H
S
T
BALBOA AVE
RIVER AVE
BALBOA BLVD
PT#
1
2
3
4
5
6
7
9
10
11
12
13
14
15
Northing
2174065.43
2174081.54
2174031.02
2174023.44
2174022.41
2173981.58
2173976.02
2173893.97
2173820.19
2173814.04
2173811.82
2173786.04
2173776.95
2173775.95
Easting
6047491.71
6047539.05
6047560.78
6047581.43
6047584.25
6047603.17
6047607.27
6047667.69
6047721.90
6047726.43
6047739.24
6047758.20
6047756.35
6047761.25
DESCRIPTION
BEGIN CONSTRUCTION
ANGLE POINT
ANGLE POINT
TEE - RIVER DR
ANGLE POINT
ANGLE POINT
TEE - 46TH ST
TEE - ALLEY 327
TEE - 45TH ST
ANGLE POINT
ANGLE POINT
ANGLE POINT
ANGLE POINT
END CONSTRUCTION
RIVER DRIVE
PT#
4
20
21
Northing
2174023.44
2174031.15
2174029.72
Easting
6047581.43
6047584.26
6047589.05
DESCRIPTION
TEE - RIVER DR
ANGLE POINT
END CONSTRUCTION
8 --NOT USED
46TH ST
PT#
7
24
25
Northing
2173976.02
2173939.49
2173937.58
Easting
6047607.27
6047557.58
6047554.97
DESCRIPTION
TEE - 46TH ST
TEE-HYDRANT
END CONSTRUCTION
ALLEY 327
PT#
9
30
31
32
33
34
Northing
2173893.97
2173851.53
2173850.90
2173670.89
2173669.72
2173606.85
Easting
6047667.69
6047610.09
6047607.55
6047362.68
6047362.78
6047279.66
DESCRIPTION
TEE - ALLEY 327
ANGLE POINT
ANGLE POINT
ANGLE POINT
ANGLE POINT
END CONSTRUCTION
ALLEY 321-A
PT#
40
41
Northing
2173061.88
2173161.51
Easting
6048309.60
6048444.92
DESCRIPTION
BEGIN CONSTRUCTION
END CONSTRUCTION
ALLEY 320-A
PT#
45
46
47
48
Northing
2172887.14
2172894.85
2172894.43
2172985.19
Easting
6048438.16
6048448.63
6048451.42
6048574.67
DESCRIPTION
BEGIN CONSTRUCTION
ANGLE POINT
ANGLE POINT
END CONSTRUCTION
ALLEY 319-A
PT#
50
51
Northing
2172696.64
2172799.82
Easting
6048570.87
6048711.07
DESCRIPTION
BEGIN CONSTRUCTION
END CONSTRUCTION
W-5385-SCITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
www.tetratech.com
17885 Von Karman Ave, Suite 500
Irvine, California 92614
Phone: (949) 809-5000 Fax: (949) 809-5010
BI
D
S
E
T
HORIZONTAL CONTROL PLAN
C-7631-2
HC-001
RWMWT
TLE
N
N
0
SCALE:
20' 40'80'
1'' = 40'
RECORD DRAWINGS
These Record Drawings have been prepared based on information submitted, In, part, by
others. While this information is believed to be reliable, Tetra Tech is not responsible for
its accuracy, nor for errors or omissions which may have been incorporated into these
plans as a result.
1/2021 RECORD DRAWINGS MWT1
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REVIEWED: NEWPORT PIER AREA WATER MAIN REPLACEMENT ~
f ·s
t--------------,---------11 6 MICHARE~E J46~~:CORI, ·e'
DATE:OCT 2019 NO. DATE DESCRIPTION OF REv1SIONS APPROVED ASSISTANT CITY ENGINEER 1--S-HEE-T ----1~ ...._ __________________________ ___._ _________ __,_ ___ ...:.......:.......,__ __ ..1....-~=L--..l..-----'--------------'-----'------...L...-----------.....L..--=------lo
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DESIGNED: DRAWN:
CHECKED:
x
4
5
11
NE
W
P
O
R
T
B
L
V
D
AL
L
E
Y
3
1
1
-
A
30
T
H
S
T
AL
L
E
Y
3
1
0
-
A
29
T
H
S
T
AL
L
E
Y
3
0
9
-
A
BALBOA BLVD3
26
27
2524
1
2
10
AL
L
E
Y
3
1
1
-
B
30
T
H
S
T
AL
L
E
Y
3
1
0
-
B
29
T
H
S
T
AL
L
E
Y
3
0
9
-
B
BALBOA BLVD
OCEAN FRONT AVE
ALLEY 300 - D ALLEY 300 - E ALLEY 300 - F
30
31 20
22 21
23
ALLEY 310-A AND ALLEY 310-B
PT#
10
11
Northing
2170771.26
2171206.28
Easting
6049512.70
6050103.49
DESCRIPTION
TEE - ALLEY 310-B
END CONSTRUCTION
ALLEY 309-A AND ALLEY 309-B
PT#
20
21
22
23
24
25
26
27
Northing
2170569.30
2170726.80
2170733.81
2170739.43
2170778.07
2170769.04
2170943.85
2170959.84
Easting
6049658.24
6049876.79
6049877.84
6049885.48
6049938.01
6049944.65
6050181.31
6050202.97
DESCRIPTION
TEE-ALLEY 309-B
ANGLE POINT
ANGLE POINT
TEE - FIRE HYDRANT
TEE
TEE
TEE FIRE HYDRANT
END CONSTRUCTION
ALLEY 311-A AND ALLEY 311-B
PT#
1
2
3
4
5
Northing
2170976.88
2171142.42
2171180.52
2171178.07
2171284.40
Easting
6049364.23
6049590.09
6049642.08
6049643.88
6049788.22
DESCRIPTION
BEGIN CONSTRUCTION
TEE - FIRE HYDRANT
TEE
TEE
END CONSTRUCTION
OCEAN FRONT ALLEY (ALLEY 300-E THROUGH 300-F)
PT#
30
10
31
20
Northing
2170770.86
2170771.26
2170689.87
2170569.30
Easting
6049509.88
6049512.70
6049572.60
6049658.24
DESCRIPTION
BEGIN CONSTRUCTION
TEE - ALLEY 310-B
TEE FIRE HYDRANT
TEE-ALLEY 309-B
W-5385-SCITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
www.tetratech.com
17885 Von Karman Ave, Suite 500
Irvine, California 92614
Phone: (949) 809-5000 Fax: (949) 809-5010
BI
D
S
E
T
HORIZONTAL CONTROL PLAN
C-7631-2
HC-002
RWMWT
TLE
N
N
0
SCALE:
20' 40'80'
1'' = 40'
MATCH LINE - SEE ABOVE RIGHT
MATCH LINE - SEE BELOW LEFT
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
H
C
-
0
0
3
RECORD DRAWINGS
These Record Drawings have been prepared based on information submitted, In, part, by
others. While this information is believed to be reliable, Tetra Tech is not responsible for
its accuracy, nor for errors or omissions which may have been incorporated into these
plans as a result.
1/2021 RECORD DRAWINGS MWT1
_ _I_
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7
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RCE 36399 • -~
19
~D:ESl;GN:Ej;"""Di:""": =]~D;;:'jRRAA;WN~: ==~~6_~~~=;~==t;;========================r===J MICHAEL J. SINACORI, ,--------------r----------11
I CHECKED: DATE:OCT 2019 NO. DATE RCE 46214 -~ DESCRIPTION OF REv1SIONS APPROVED ASSISTANT CITY ENGINEER SHEET §. 0
5
6
7 8 9 10 11 12 13 14 15 16 17
18
19
20
21
25
30
31 35
40
45
46
OCEANFRONT
AL
L
E
Y
3
0
8
AL
L
E
Y
3
0
7
AL
L
E
Y
3
0
6
AL
L
E
Y
3
0
5
24
T
H
S
T
AL
L
E
Y
3
0
4
23
R
D
S
T
26
T
H
S
T
27
T
H
S
T
25
T
H
S
T
ALLEY 300-L
ALLEY 300-KALLEY 300-JALLEY 300-IALLEY 300-HALLEY 300-G
22
OCEANFRONT ALLEY (ALLEYs 300-F THRU 300-K)
PT#
5
6
7
8
9
10
11
12
13
14
15
16
17
Northing
2170481.61
2170466.61
2170442.81
2170357.31
2170269.06
2170185.36
2170120.30
2170037.69
2169970.85
2169887.25
2169825.06
2169722.83
2169630.63
Easting
6049725.91
6049736.93
6049736.07
6049793.36
6049852.50
6049908.59
6049952.18
6050007.54
6050052.32
6050108.27
6050149.74
6050218.59
6050280.66
DESCRIPTION
TEE - FIRE HYDRANT
ANGLE POINT
ANGLE POINT
TEE - BEGIN CONSTRUCTION - ALLEY 308
TEE - FIRE HYDRANT
TEE - BEGIN CONSTRUCTION ALLEY 307
TEE - FIRE HYDRANT
TEE - BEGIN CONSTRUCTION ALLEY 306
TEE - FIRE HYDRANT
TEE - BEGIN CONSTRUCTION ALLEY 305
TEE - FIRE HYDRANT
TEE - BEGIN CONSTRUCTION ALLEY 304
ANGLE POINT
ALLEY 308
PT#
8
25
Northing
2170357.31
2170521.53
Easting
6049793.36
6050038.42
DESCRIPTION
TEE - BEGIN CONSTRUCTION - ALLEY 308
END CONSTRUCTION
ALLEY 307
PT#
10
30
31
Northing
2170185.36
2170355.47
2170360.19
Easting
6049908.59
6050163.56
6050170.62
DESCRIPTION
TEE - BEGIN CONSTRUCTION ALLEY 307
TEE - FIRE HYDRANT
END CONSTRUCTION
ALLEY 306
PT#
12
35
Northing
2170037.69
2170212.54
Easting
6050007.54
6050269.56
DESCRIPTION
TEE - BEGIN CONSTRUCTION ALLEY 306
END CONSTRUCTION
ALLEY 305
PT#
14
40
Northing
2169887.25
2170059.65
Easting
6050108.27
6050365.91
DESCRIPTION
TEE - BEGIN CONSTRUCTION ALLEY 305
END CONSTRUCTION
ALLEY 304
PT#
16
45
46
Northing
2169722.83
2169886.42
2169891.10
Easting
6050218.59
6050463.15
6050476.70
DESCRIPTION
TEE - BEGIN CONSTRUCTION ALLEY 304
ANGLE POINT
END CONSTRUCTION
23RD ST
PT#
17
18
22
19
20
21
Northing
2169630.63
2169655.64
2169648.35
2169663.43
2169783.50
2169785.16
Easting
6050280.66
6050318.07
6050327.00
6050329.70
6050509.26
6050515.27
DESCRIPTION
ANGLE POINT
TEE - ALLEY 300-L
END CONSTRUCTION
TEE - FIRE HYDRANT
ANGLE POINT
END CONSTRUCTION
W-5385-SCITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
www.tetratech.com
17885 Von Karman Ave, Suite 500
Irvine, California 92614
Phone: (949) 809-5000 Fax: (949) 809-5010
BI
D
S
E
T
HORIZONTAL CONTROL PLAN
C-7631-2
HC-003
RWMWT
TLE
N
0
SCALE:
20' 40'80'
1'' = 40'
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
H
C
-
0
0
2
RECORD DRAWINGS
These Record Drawings have been prepared based on information submitted, In, part, by
others. While this information is believed to be reliable, Tetra Tech is not responsible for
its accuracy, nor for errors or omissions which may have been incorporated into these
plans as a result.
1/2021 RECORD DRAWINGS MWT1
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--------------------------------------
REVIEWED: I 11: I TETRA TECH
I--
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f ·s t A MICHAEL J. SINACORI, 1----------------,--------j.'1, DESIGNED: DRAWN: ~ ~=4 ____ e
CHECKED, DATE APPROVED ASSISTANT CITY ENGINEER SHEET ~ L _________________________ _.1_ _________ ...L_.=~~~19.L __ L_.Qf'oc1.,T 2t21:019!!...::No::..J. ____::D:::_:ATE:.......1_::::DE;::scR:::.;IPT:::::,10N:..::o:..:.F R:::.::Ev1::::,:s10:::::,Ns _____ __J~,;_:;_J-----...L..------------..__ ___ 0
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E
T
47
T
H
S
T
R
E
E
T
45
T
H
S
T
R
E
E
T
44
T
H
S
T
R
E
E
T
43
R
D
S
T
R
E
E
T
42
N
D
S
T
R
E
E
T
RIVER
A
V
E
N
U
E
41
S
T
S
T
R
E
E
T
40
T
H
S
T
R
E
E
T
39
T
H
S
T
R
E
E
T
38
T
H
S
T
R
E
E
T
C-101
C-109
AL
L
E
Y
3
2
8
AL
L
E
Y
3
2
7
AL
L
E
Y
3
2
6
AL
L
E
Y
32
1
-
A
AL
L
E
Y
32
0
-
A
AL
L
E
Y
31
9
-
A
C-
1
1
0
SEASHORE DRI
V
E
23
R
D
S
T
R
E
E
T
24
T
H
S
T
R
E
E
T
25
T
H
S
T
R
E
E
T
26
T
H
S
T
R
E
E
T
27
T
H
S
T
R
E
E
T
28
T
H
S
T
R
E
E
T
BALBOA BOULEVARD
NEWP
O
R
T
B
O
U
L
E
V
A
R
D
NEWPORT
B
O
U
L
E
V
A
R
D
29
T
H
S
T
R
E
E
T
30
T
H
S
T
R
E
E
T
31
S
T
S
T
R
E
E
T
32
N
D
S
T
R
E
E
T
OCEAN FRONT AVENUE
OCEAN FRONT ALLEY
C-102
C-103
C-104 C-105 C-106
C-107
C-108
AL
L
E
Y
3
1
1
-
B
AL
L
E
Y
3
1
0
-
B
AL
L
E
Y
3
0
9
-
B
AL
L
E
Y
3
0
8
AL
L
E
Y
3
0
7
AL
L
E
Y
3
0
6
AL
L
E
Y
3
0
5
AL
L
E
Y
3
0
4
AL
L
E
Y
3
1
1
-
A
AL
L
E
Y
3
1
0
-
A
AL
L
E
Y
3
0
9
-
A
ALLEY 300-D
ALLEY 300-E
ALLEY 300-F
ALLEY 300-G
ALLEY 300-H ALLEY 300-I ALLEY 300-J ALLEY 300-K
ALLEY
300-L
W-5385-SCITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
www.tetratech.com
17885 Von Karman Ave, Suite 500
Irvine, California 92614
Phone: (949) 809-5000 Fax: (949) 809-5010
BI
D
S
E
T
SHEET INDEX MAP
C-7631-2
C-001
EKMMWT
TLE
N
0
SCALE:
50' 100'200'
1" = 100'
1350'
TO 32ND STREET
(BELOW LEFT)
RECORD DRAWINGS
These Record Drawings have been prepared based on information submitted, In, part, by
others. While this information is believed to be reliable, Tetra Tech is not responsible for
its accuracy, nor for errors or omissions which may have been incorporated into these
plans as a result.
1/2021 RECORD DRAWINGS MWT1
~
0 g
' "' " :;i
''[ =;1~==--------T--::~~;::-----r~r~=-------c~--=+--=--_ -_ -_ Tt--_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_rj_-_ -_ -_JRRE'EV~IEWEWE!Di:"°: ---,---=-==-==-===-------------Ji 11: TETRA TECH I NEWPORT PIER AREA WATER MAIN REPLACEMENT I
·s
19
~DE:Sl:GNE:D:==~DR:AW~N:===~6_~~=~~~=t:~::===================c==J MICHAEL J. SINACORI, r---------------.------_Jt I CHECKED: DATE RCE 46214 .'1, 'ocr 2019 NO. DATE DESCRIPTION OF REv1SIONS APPROVED ASSISTANT CITY ENGINEER SHEET ! 0
10'
SECTION A
BALBOA BLVD BETWEEN
RIVER AND 46TH ST
(SHEET C-109)
SECTION C:
NOT USED
SECTION D
ALLEY 321-A
(SHEET C-101)
10'
5'5'
2" GAS
N'LY
R/W
S'LY
R/W
ALLEY CL
UT
2" W
(ABAN)
PROP
6" W
5'5'
SECTION E
ALLEY 320-A
(SHEET C-101)
10'
UT
2" GAS
2" W
(ABAN
)
6" W
(ABAN
)
SECTION F
ALLEY 319-A
(SHEET C-101)
UT
PROP
6" W
5'5'
10'
2" GAS
SECTION G
ALLEY 311-A
(SHEET C-102)
4" UE
SECTION J
ALLEY 311-B
(SHEET C-104)
PROP
6" W
UT
BALBOA AVENUE
CL
SECTION B
BALBOA BLVD BETWEEN RIVER
AVE AND CHANNEL PL
(SHEET C-109)
N'LY
R/W
S'LY
R/W
6" GAS
12" SS
UT
8" W
36" SD
90'
45'45'
10'
5'5'
UT
2" GAS
PROP
4" W
2" W
(ABAN
)
2" GAS
4" UE
SECTION H
ALLEY 310-A
(SHEET C-102)
10'
5'5'
2" GAS
SECTION K
ALLEY 310-B
(SHEET C-104)
10'
5'5'
2" GAS
2" W
(ABAN
)
PROP
6" W
UT
4" UE
SECTION I
ALLEY 309-A
(SHEET C-103)
10'
5'5'
2" GAS
PROP
6" W
4" UE
UT
SECTION L
ALLEY 309-B
(SHEET C-105)
S'LY
R/W
5'5'
UT
2" W
(ABAN
)
2" GAS
3" UE
PROP
6" W
SECTION M
ALLEY 300-F
(SHEET C-105)
10'
5'5'
PROP
6" W
2" GAS
8" SS
3" UE
SECTION N
ALLEY 308
(SHEET C-105)
10'
5'5'
PROP
6" W
2" GAS
9'
4.5'4.5'
PROP
6" W
8" SS
SECTION O
ALLEY 300-G
(SHEET C-105)
2" GAS
UT
SECTION P
ALLEY 307
(SHEET C-106)
10'
5'5'
2" GASUT
3" UE
SECTION Q
ALLEY 306
(SHEET C-106)
10'
5'5'
PROP
6" W
2" GAS
SECTION R
ALLEY 305
(SHEET C-107)
10'
5'5'
UT
2" W
(ABAN
)
2" GAS
PROP
6" W
SECTION S
ALLEY 300-J
(SHEET C-107)
9'
4.5'4.5'
PROP
6" W
8" SS
2" GAS
UT
4" UE
SECTION T
ALLEY 304
(SHEET C-107)
10'
5'5'
3" UE
UT
2" W
(ABAN
)
PROP
6" W
2" GAS
50'
25'25'
N'LY
R/W
23RD STREET
CL
S'LY
R/W
SECTION U
23RD ST
(SHEET C-108)
UT
6" W
8" SS
6" GAS
PROP
6" W
REMOV
E
2" W
(ABAN
)
8'29'
3-EXIST TRAVEL LANES
25'
2-EXIST TRAVEL LANES
8'3'5'
8" SS
(ABAN
)
TRENCH
8'17'17'8'
TRENCH
13'
15'10'10'9'10'
N'LY
R/W
S'LY
R/W
ALLEY CL
N'LY
R/W
S'LY
R/W
ALLEY CL
N'LY
R/W
S'LY
R/W
ALLEY CL
N'LY
R/W
S'LY
R/W
ALLEY CL
N'LY
R/W
S'LY
R/W
ALLEY CL
N'LY
R/W
ALLEY CL
N'LY
R/W
S'LY
R/W
ALLEY CL
N'LY
R/W
S'LY
R/WOCEAN
FRONT
ALLEY CL
N'LY
R/W
S'LY
R/W
ALLEY CL
N'LY
R/W
S'LY
R/W
N'LY
R/W
S'LY
R/W
ALLEY CL
N'LY
R/W
S'LY
R/W
ALLEY CL
N'LY
R/W
S'LY
R/W
ALLEY CL
N'LY
R/W
S'LY
R/W
N'LY
R/W
S'LY
R/W
ALLEY CL
OLD BALBOA
AVENUE CL
25'
PROP
8" W
PROP
8" W
EXISTING
MEDIAN
UT
4" UE
OCEAN
FRONT
ALLEY CL
OCEAN
FRONT
ALLEY CL
N'LY
R/W
S'LY
R/W
ALLEY CL
10'
5'5'
PROP
6"W 2" W
(ABAN
)
PRO
P
6"W
REMOV
E
2" W
(ABAN
)
3" UE
5'
SHOULDER
7'
SHOULDER
UT
4" UE UT
3" UE
SECTION V
ALLEY 327
(SHEET C-110)
10'
5'5'
3" UE
UT
2" W
(ABAN
)
PROP
6" W2" GA
S
N'LY
R/W
S'LY
R/W
ALLEY CL
6" W
(ABAND
)
BALBOA AVENUE
CL
N'LY
R/W
S'LY
R/W
6" GAS
8" W
102'
46'55'
9'37'
3-EXIST TRAVEL LANES
30'
2-EXIST TRAVEL LANES
10'3'
TRENCH
11'11'11'15'
OLD BALBOA
AVENUE CL
29'
PROP
8" W
EXISTING
MEDIAN
19'
OT OT OT
OT OT
3" UE
OT OT OT OT OT OT OT OT
REMOV
E
2" W (A
B
A
N
)
OT
OT OT
3" UE
4" SS
(ABAN
)
UTUTV
8" W
UTUT
2" GAS UT
21" SD
24" SD
12'
TURN LANE
18" SD
OT
OT
(2)5" &
(2)3" UE
EXIST. CONCRETE
PAVEMENT
EXIST. CONCRETE
PAVEMENTVARIES
3'
W-5385-SCITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
www.tetratech.com
17885 Von Karman Ave, Suite 500
Irvine, California 92614
Phone: (949) 809-5000 Fax: (949) 809-5010
BI
D
S
E
T
TYPICAL SECTIONS
C-7631-2
C-002
EKMMWT
TLE
SCALE:
HORIZ 1" = 10'
VERT 1" = 4'
0
SCALE:
5' 10'20'
1" = 10'
NOTE:
1. UTILITIES SHOWN IN THE TYPICAL SECTIONS ARE
FOR DISPLAY PURPOSES ONLY. THE HORIZONTAL
AND VERTICAL LOCATIONS OF UTILITIES VARY
ALONG THE ALIGNMENT AND MUST BE VERIFIED.
RECORD DRAWINGS
These Record Drawings have been prepared based on information submitted, In, part, by
others. While this information is believed to be reliable, Tetra Tech is not responsible for
its accuracy, nor for errors or omissions which may have been incorporated into these
plans as a result.
1/2021 RECORD DRAWINGS MWT1
I I
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(/) / 0 <i u / 0 g
' "' ~ I ~ 0 I 0 0 N ~--~~--~----~-~----✓
NEWPORT PIER AREA WATER MAIN REPLACEMENT ~ REVIEWED:
i~~---r----~ ~
. EPPERSON ·s:
E36399 ~---r----~ t
~DESIGNED,--------r,;;:;: DR=:,--AWN: --1--------c-A 1------------+---------+-----J MICHAEL J. SINACDRI, 1------------r-------l_._
~ ~=4 _e
I 11: I TETRA TECH
19 CHECKED, DATE:OCT 2019 NO. DATE DESCRIPTION OF REVISIONS APPROVED ASSISTANT CITY ENGINEER SHEET ~ ....___ _______ .........___ __ ___.__________._______.__~_____.__ __ _____._______.____.........___ __ ______._______.o
UE UE UE UE UE UE UE UE UE UE UE
24''SD 24''SD 24''SD
24'
'
S
D
24
'
'
S
D
UEUE
12''W 12''W 12''W 12''W 12''W
12''W 12''W 12''W 12''W 12''W 12''W
6''
W
6''
W
8''
S
S
8''
S
S
8''S
S
8''
S
S
8''
S
S
8''
S
S
8''
S
S
8''S
S
8''
S
S
8''
S
S
6''G 6''G 6''G 6''G 6''G
2''G 2''G 2''G 2''G 2''G 2''G 2''G
GM
GM
GM
6''G 6''G
6''G 6''G
GM GM
GM
GM
UT
UT
UT
2''
G
2''
G
2''
G
2''
G
GM
GM
GM
GM
GM
GM
GM
UT UT
2''G 2''G
GM
GM
GM GMGM GM GM
''W
(
A
B
A
N
)
2''
W
(
A
B
A
N
)
2''
W
(
A
B
A
N
)
2''
W
(
A
B
A
N
)
UT
UT
2''
G
2''
G
2''
G
2''G
2''G
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM GM GM GM
GM
UT
UT
2''
G
2''
G
2''
G
GM
2''
G
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
8''SS ABAN 8''SS ABAN 8''SS ABAN
8''SS 8''SS 8''SS
8''SS ABAN 8''SS ABAN 8''SS ABAN 8''SS ABAN 8''SS ABAN 8''SS ABAN
UE UE UE UE UE UE UE UE UE UE UE
10''SS 10''SS 10''SS 10''SS 10''SS 10''SS 10''SS
8''W(ABAN)8''W(ABAN)8''W(ABAN)8''W(ABAN)8''W(ABAN)8''W(ABAN)8''W(ABAN)8''W(ABAN)8''W(ABAN)8''W(ABAN)
6''W
(
A
B
A
N
)
6''
W
(
A
B
A
N
)
UT
UTV
UTV UTV UTV UTV UTV
AB
A
N)
2''
W
(
A
B
A
N
)
2''
W
(
A
B
A
N
)
2''W
(
A
B
A
N
)
OT OT OT OT OT OT OT OT OT OT OT
UT UT UT UT UT UT
UT
WM
WM
8''W (PVC)8''W (PVC)8''W (PVC)8''W (PVC)8''W (PVC)8''W (PVC)8''W (PVC)8''W (PVC)8''W (PVC)8''W (PV
WM
WM
WM
WM
WM
WM
WMWM
WM
WM
WM
WM
WM
GM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
UTV
WM
GM
OT
OT
OT
OTOT
OT
OT
OT
OT
UT
UT
UT
6''
W
OT OT
WM
WM
WM
WM
WM
WM
WM
WM
UE
UE
UT UT UT UT UT UT UT UT UT UT UT
6''
W
6''
W
6''W
10
+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
14
+
0
0
15
+
0
0
BALBOA BOULEVARD 97
'
45
'
52
'
37
'
37
'
8'
15
'
37
'
44
'
8'
8'
39
T
H
S
T
R
E
E
T
40
T
H
S
T
R
E
E
T
RIVER AVENUE
10'
40
'
20
'
20
'
14
'
14
'
6'
6'
2'
3'
10'
2'
10'2'
D
C-002 E
C-002
F
C-002
STA 14+01±
BEGIN CONSTRUCTION
CONNECT TO EXIST 6" TEE
PER DTL 6 ON C-501
9
50
STA 12+21±
1" SERVICE CONNECTION
STA 12+23±
1" SERVICE CONNECTION
STA 12+41±
1" SERVICE CONNECTION
STA 12+49±
1" SERVICE CONNECTION
STA 12+70±
1" SERVICE CONNECTION
STA 12+98±
1" SERVICE CONNECTION
STA 12+97±
1" SERVICE CONNECTION
STA 13+04±
1" SERVICE CONNECTION
STA 13+28±
1" SERVICE CONNECTION
STA 13+32±
1" SERVICE CONNECTION
STA 13+57±
1" SERVICE CONNECTION
REMOVE EXIST 6"W (ACP)
CONSTRUCT NEW 6" PVC
(C-900, CL305, DR 14) WITHIN
SAME ALIGNMENT
363
40
STA 13+71±
END CONSTRUCTION
CONNECT TO EXIST 6"W GV
PER DTL 3 ON C-501
STA 14+24±
1" SERVICE CONNECTION
STA 14+40±
1" SERVICE CONNECTIONSTA 14+62±
1" SERVICE CONNECTION
STA 14+65±
1" SERVICE CONNECTION
STA 14+67±
1" SERVICE CONNECTIONSTA 14+69±
1" SERVICE CONNECTION
STA 15+02±
1" SERVICE CONNECTIONSTA 15+11±
1" SERVICE CONNECTION
STA 15+38±
1" SERVICE CONNECTION
STA 15+36±
1" SERVICE CONNECTION
STA 15+40±
1" SERVICE CONNECTION
STA 15+42±
1" SERVICE CONNECTION
STA 15+45±
1" SERVICE CONNECTION
REMOVE EXIST 6"W (ACP)
CONSTRUCT NEW 6" PVC (C-900,
CL 305, DR 14) WITHIN SAME
ALIGNMENT
363
STA 10+01±
BEGIN CONSTRUCTION
CONNECT TO EXIST 6" TEE
PER DTL 2 ON C-501
50
50
50
REMOVE EXIST 6"W (ACP)
CONSTRUCT NEW 6" PVC
(C-900, CL305, DR 14)
WITHIN SAME ALIGNMENT
39
APPROX 430 SF39
STA 10+41±
1" SERVICE CONNECTION
STA 10+46±
1" SERVICE CONNECTION
STA 10+44±
1" SERVICE CONNECTION
STA 10+68±
1" SERVICE CONNECTION
STA 10+74±
1" SERVICE CONNECTION
STA 10+76±
1" SERVICE CONNECTION
STA 10+78±
1" SERVICE CONNECTION
STA 10+98±
1" SERVICE CONNECTION
STA 11+22±
1" SERVICE CONNECTION
STA 11+24±
1" SERVICE CONNECTION
STA 11+26±
1" SERVICE CONNECTION
STA 11+30±
1" SERVICE CONNECTION STA 11+53±
1" SERVICE CONNECTION
STA 11+55±
1" SERVICE CONNECTION
STA 11+70±
END CONSTRUCTION
CONNECT TO EXIST 6"W GV
PER DTL 1 ON C-501
STA 14+54±
1" SERVICE CONNECTION
STA 10+19±
1" SERVICE CONNECTION
50
3129 3129
3129
3129
3129
3129
363
3129
3129
3129
3129
3129
3129
3129
3129
3129
3129 3129
3129
3129
3129
3129
3129
3129
3129
3129
3129
3129
3129
3129
3129
3129
3129
3129
3129
3129
3129
3129
31293129
3129
3129
STA 12+01±
BEGIN CONSTRUCTION
CONNECT TO EXIST 6" TEE
PER DTL 4 ON C-501
3'3'
39
STA 15+76±
END CONSTRUCTION
CONNECT TO EXIST 6"W GV
PER DTL 5 ON C-501
38
0
4
38
0
8
38
1
0
38
1
2
39
0
0
39
0
2
39
0
4
39
0
6
39
0
8
39
0
8
1
/
2
39
1
0
1
/
2
39
1
0
39
1
2
1
/
2
39
1
2
40
0
0
1
/
2
40
0
0
40
0
2
A
40
0
2
B
40
0
4
A
40
0
4
B
40
0
6
40
0
8
A
40
0
8
B
40
1
0
B
212 1/2
212
210 1/2
210
208 1/2
208
206 A
206 B
204 1/2
204
213
211 B
211 A
209 B
209 A
207 B
207 A
205
212 1/2
212
210 1/2
210
208 1/2
208
206
204 B
204 A
209 1/2
209
211
213
207 1/2
207
205 1/2
205
3811
212
210
208 1/2
208
206 1/2
206
205
207
207 1/2
209 1/2
209
211
213
215
STA 10+05.00
AL
L
E
Y
3
2
1
-
A
AL
L
E
Y
3
2
0
-
A
AL
L
E
Y
31
9
-
A
39 APPROX 430 SF
20
THRU DRIVEWAY
STA 12+05.0020
HYDRANT TO BE USED
FOR HIGHLINE
STA 12+10±26
9 STA 12+06±26
39THRU DRIVEWAY STA 11+67.00 20
STA 13+68.00 20 STA 15+73.0020
STA 14+05.00 20
39APPROX 440 SF
39 THRU DRIVEWAY
39 THRU DRIVEWAY
39THRU DRIVEWAY
39THRU
DRIVEWAY
38
0
6
STA 11+02±
1" SERVICE CONNECTION
24 24
53 53
53
CONSTRUCTION NOTES
9 INSTALL 6" DI 45 DEGREE BEND
26 CONSTRUCT THRUST BLOCK PER CITY OF NEWPORT BEACH
STD-510-L-A AND STD-510-L-B
29 CONSTRUCT SERVICE LATERAL, RECONNECT PER DTL 4 ON SHT C-505
31 INSTALL 1" SERVICE AND CONNECT TO EXIST SERVICE PER CITY OF
NEWPORT BEACH STD-502-L, SADDLE SHALL BE FORD 202BS
36 TRENCH SECTION PER DTL 2 ON SHT C-505
39 PAVEMENT RESTORATION SHALL BE TRENCH WIDTH ONLY WITH 4"
THICK OF FINE HOT MIX ASPHALT CONCRETE FLUSH WITH ADJACENT
EXISTING CONCRETE OR AC.
50 PROTECT IN PLACE EXIST POWER POLE
3 CONSTRUCT 6" PVC DR 14 CL 305 AWWA C-900
20 INSTALL 6" TRANSITION COUPLING
24 INSTALL 6" GATE VALVE AND VALVE BOX PER CITY OF NEWPORT BEACH
STD-511-L AND STD-510-L-C
53
INSTALL 12" CUT-IN GATE VALVE (MJ) AND
BOX PER CITY OF NEWPORT BEACH
STD-511-L, STD 510-L-C AND STD-508-L
W-5385-SCITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
www.tetratech.com
17885 Von Karman Ave, Suite 500
Irvine, California 92614
Phone: (949) 809-5000 Fax: (949) 809-5010
BI
D
S
E
T
ALLEYS NORTH OF BALBOA BOULEVARD
BETWEEN 41ST STREET AND 38TH STREET
C-7631-2
C-101
EKMMWT
TLE
N
0
SCALE:
10' 20'40'
1" = 20'
NOTES:
1. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES & CONNECTION POINTS
2. MINIMUM COVER OVER THE PIPELINE SHALL BE 36 INCHES.
3. PAVEMENT AND PCC REPLACEMENT AND PIPELINE TRENCH SHALL BE PER DTL 1 & 2 ON SHT C-505
4. PROTECT IN PLACE EXIST THRUST BLOCKS.
5. CONTRACTOR SHALL REMOVE ACP PIPE TO NEAREST JOINT (CUTTING OF ACP IS PROHIBITED) CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER
IDENTIFICATION, REMOVAL AND DISPOSAL OF THE ACP AS HAZARDOUS MATERIAL.
6. OVERHEAD LINES CROSS ALLEY THROUGHOUT AND ARE NOT SHOWN ON PLANS FOR CLARITY. PROTECT IN PLACE EXISTING OVERHEAD LINES DURING
CONSTRUCTION.
7. PROTECT IN PLACE ALL POWER POLES.
8. CONTRACTOR SHALL RESTRIPE FIRE LINES WITHIN ALLEY 321-A, 320-A & 319-A.
9. CONTRACTOR SHALL RESTRIPE ANY LANE LANES REMOVED WITHIN BALBOA BLVD & RIVER AVE.
10. CONTRACTOR SHALL PROVIDE HIGHLINE FROM FIRE HYDRANT TO MAINTAIN SERVICE WITHIN ALLEYS.
·ALLEY 321-A FROM HYDRANT AT EAST CORNER OF BALBOA BLVD / ALLEY 322-A (APPROX 200 FT). TRENCHING ACROSS 41ST ST REQUIRED.
·ALLEY 320-A FROM HYDRANT AT EAST CORNER OF BALBOA BLVD / ALLEY 320-A (APPROX 10 FT).
·ALLEY 319-A FROM HYDRANT AT EAST CORNER OF BALBOA BLVD / ALLEY 320-A (APPROX 220 FT). TRENCHING ACROSS 39TH ST REQUIRED.
RECORD DRAWINGS
These Record Drawings have been prepared based on information submitted, In, part, by
others. While this information is believed to be reliable, Tetra Tech is not responsible for
its accuracy, nor for errors or omissions which may have been incorporated into these
plans as a result.
1/2021 RECORD DRAWINGS MWT1
1 1
I
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( i i ~ - - - - --'-----+-+<, l--'---
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'r--€) 50 C) .... C)
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r'--------++-----++; .jL-: ~~
rr----=----~~--
o 0 0
0
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0
0
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1([1,11---- - -
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0 ' i ]
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~----------~-----~-----~-----------------~R-EV-IEWE_D_: ---~-N_E_W_P_O_R_T_P-IE_R_A_R_E_A_W_A_T_E_R_M_A_IN-R-EP_LA_C_E_M_E_NT----1! I "R: I TETRA TECH I
A MICHAEL J. SINACORI, 1---------------------t.'1,
L.:l. RCE 46214 e
19 CHECKED: DATE:OCT 2019 NO. DATE DESCRIPTION OF REvlSI0NS APPROVED AS~STANT CITY ENGINEER I-S-HE-ET------1~ ...._ ____________________________ ___._ __________ ___._ _____ ___._ __ ____._......,........,_....._ __ ..__ __________ ____. __ ..__ _____ ...._ ____________ ....._ ___ ___.o
DE~GNED: DRAWN:
x
x
UE UE
UT UT UT UT UT UT
2''G 2''GUTUT UT
4''W 4''W 4''W2''W(ABAN)2''W(ABAN)
UT
UT
UTUE
8''
S
S
6''
G
6''G 6''G 6''G 6''G 6''G 6''G 6''G 6''G 6''G
GM
GM
GM
GM
1''G
GM
GM
GM
GM GM
GM
GM
GM
GMGMGMGMGMGMGMGMGM
GM
GM GM GM GM GM GM GM GM
GM
8''
S
S
8''
S
S
8''
S
S
U
E
U
E
U
E
UE
UE
UE
UE
UE
UE
UE
8''
W
(
A
B
A
N
)
8''
W
(
A
B
A
N
)
8'
'
W
(
A
B
A
N
)
8''
W
(
A
B
A
N
)
8''
W
(
A
B
A
N
)
8''
W
(
A
B
A
N
)
6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS8''SS
6''
G
6''
G
UT
UT
UT
UE
UE
UE
UT
UT
UT
UT
UT
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
UE UE UE UE
2''G 2''G 2''G 2''G 2''G 2''G 2''G
6''W 6''W 6''W 6''W 6''W 6''W 6''W 6''W
WM
WMWM
WMWM
WM
WMWMWMWMWMWMWMWMWM
WM
WM
WM
WM
WM
WMWM
WMWM
UE
UE
UE
WM WM WM WM WM WM WM WM
WM WM WMWMWMWM
WM WM WM
WM WM WM
OT OT OT OT OT
WM
GM
GM
GM GM
GM
GM
GM
UE
UE
UE
UE
UE
OT OT
UE
UE
8''W
8''W
8''W
6''W313+00
314+00 315+00
323+00 324+00 325+00 326+00 327+00
30TH STREETBA
L
B
O
A
B
O
U
L
E
V
A
R
D
85'
45'40'
6'39'35'5'
50
'
25
'
25
'
17
'
17
'
8'
8'
NE
W
P
O
R
T
B
O
U
L
E
V
A
R
D
10
'
6'
10
'
6'G
C-002
H
C-002
STA 327+43±
END CONSTRUCTION
CONNECT TO EXIST 6"W (ACP) PER DTL 2
ON SHT C-502
STA 327+23±
1" SERVICE CONNECTION
STA 326+74±
1" SERVICE CONNECTION
STA 326+18±
1" SERVICE CONNECTION
STA 326+16±
1" SERVICE CONNECTION
STA 326+14±
1" SERVICE CONNECTION
STA 326+08±
1" SERVICE CONNECTION
STA 325+99±
1" SERVICE CONNECTION
STA 325+97±
1" SERVICE CONNECTION
STA 325+85±
1" SERVICE CONNECTION
STA 325+83±
1" SERVICE CONNECTION
STA 325+81±
1" SERVICE CONNECTION
STA 325+45±
1" SERVICE CONNECTION
STA 325+41±
1" SERVICE CONNECTION
STA 325+43±
1" SERVICE CONNECTION
STA 325+36±
1" SERVICE CONNECTION
STA 325+16±
1" SERVICE CONNECTION
STA 324+96±
1" SERVICE CONNECTION
STA 324+69±
1" SERVICE CONNECTION
STA 324+65±
1" SERVICE CONNECTION
STA 324+49±
1" SERVICE CONNECTIONSTA 324+40±
1" SERVICE CONNECTION
STA 324+38±
1" SERVICE CONNECTION
STA 324+36±
1" SERVICE CONNECTION
STA 324+33±
1" SERVICE CONNECTION
STA 323+78±
1" SERVICE CONNECTION
STA 324+03±
1" SERVICE CONNECTION
STA 323+47±
5050
50
REMOVE EXIST 6"W (ACP)
CONSTRUCT NEW 6" PVC
(C-900, CL305, DR 14)
WITHIN SAME ALIGNMENT
STA 315+17±
1" SERVICE CONNECTION
STA 314+95±
1" SERVICE CONNECTION
STA 314+70±
1" SERVICE CONNECTION
STA 314+68±
1" SERVICE CONNECTION
STA 314+43±
1" SERVICE CONNECTION
STA 314+41±
1" SERVICE CONNECTION
STA 314+39±
1" SERVICE CONNECTION
STA 314+37±
1" SERVICE CONNECTION
STA 313+99±
1" SERVICE CONNECTION
STA 313+97±
1" SERVICE CONNECTION
50
REMOVE EXIST 4"W (ACP)
CONSTRUCT NEW 4" PVC
(C-900, CL305, DR 14) WITHIN
SAME ALIGNMENT
4 36
29 312931
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
3 36
29 31
29 31
29 31
29 31
31
29 31
31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
STA 315+28±
1" SERVICE CONNECTION 29
STA 315+29±
END CONSTRUCTION
STA 314+01±
1" SERVICE CONNECTION29
50
STA 326+76±
1" SERVICE CONNECTION
3011
3001
30
0
9
21
7
21
5
21
3
1
/
2
21
3
20
9
1
/
2
20
9
20
7
B
20
7
A
20
5
B
20
5
A
20
3
B
20
3
A
20
1
B
20
1
A
3008 1/2
3008
3010 1/2
3010
3012 1/2
3012
3014
20
2
B
20
2
A
20
0
20
4
B
20
4
A
20
6
1
/
2
20
6
20
8
1
/
2
20
8
21
6
1
/
2
21
6
22
0
1
/
2
22
0
21
4
1
/
2
21
4
21
2
21
0
B
21
0
A
21
0
C
22
2
1
/
2
22
2
20
3
20
1
20
1
1
/
2
20
5
20
7
20
9
21
1
21
3
21
5 21
7
21
7
1
/
2
21
9
22
1
22
3
ALLEY 310-A
REMOVE EXIST 2" W
SEE NOTE 8
ALLEY 311-A
39 APPROX
440 SF
SEE SHT
C-104
ALLEY
310-B
SEE SHT
C-104
ALLEY
311-B
STA 313+46±
26
2726
PROTECT IN PLACE
EXIST WOOD FENCE
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
THRU DRIVEWAY39
THRU DRIVEWAY 39
20
STA 327+41±24
STA 324+94±1" SERVICE CONNECTION
STA 324+63±
1" SERVICE CONNECTION
51 18 18 24 1 20
20 26
181 24
2030
STA 313+49±
30124
20361726
24
53
53 SEE NOTE 11
STA 313+69±57
48
48
HYDRANT TO BE
USED FOR HIGHLINE
SEE DETAIL 7 ON
SHT C-501
THRU DRIVEWAY 39
39 APPROX
1000 SF
6''G
2''G 2''G
12
'
'
W
UE
6''W
31
5
2
31
5
2
CONSTRUCTION NOTES
26 CONSTRUCT THRUST BLOCK PER CITY OF NEWPORT BEACH
STD-510-L-A AND STD-510-L-B
29 CONSTRUCT SERVICE LATERAL, RECONNECT PER DTL 4 ON SHT C-505
31 INSTALL 1" SERVICE AND CONNECT TO EXIST SERVICE PER CITY OF
NEWPORT BEACH STD-502-L, SADDLE SHALL BE FORD 202BS
36 TRENCH SECTION PER DTL 2 ON SHT C-505
39 PAVEMENT RESTORATION SHALL BE TRENCH WIDTH ONLY WITH 4"
THICK OF FINE HOT MIX ASPHALT CONCRETE FLUSH WITH ADJACENT
EXISTING CONCRETE OR AC.
50 PROTECT IN PLACE EXIST POWER POLE
3 CONSTRUCT 6" PVC DR 14 CL 305 AWWA C-900
4 CONSTRUCT 4" PVC DR 14 CL 305 AWWA C-900
17 INSTALL 6"x4" DI ECCENTRIC REDUCER (FLAT ON TOP)
20 INSTALL 6" TRANSITION COUPLING
24 INSTALL 6" GATE VALVE AND VALVE BOX PER CITY OF NEWPORT BEACH
STD-511-L AND STD-510-L-C
27 INSTALL 4" DI END CAP
1 CONSTRUCT 12" PVC DR 14 CL 305 AWWA C-900
18 INSTALL 12" TRANSITION COUPLING
30 INSTALL 12" X 6" DI TEE (MJ x FLG)
48 REMOVE AND DISPOSE EXIST VALVE BOX PER SPECIFICATIONS
51 INSTALL 12" X 6" DI CROSS (MJ x FLG)
53
INSTALL 12" CUT-IN GATE VALVE (MJ) AND
BOX PER CITY OF NEWPORT BEACH
STD-511-L, STD 510-L-C AND STD-508-L
57
1" IRRIGATION CONNECTION. PROVIDE SERVICE SADDLE,
CORP STOP PER CNB STD-503-L. PROVIDE 8' OF PIPING
TO CONNECT TO EXISTING PIPING (MATCH IRRIGATION
PIPING)
W-5385-SCITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
www.tetratech.com
17885 Von Karman Ave, Suite 500
Irvine, California 92614
Phone: (949) 809-5000 Fax: (949) 809-5010
BI
D
S
E
T
ALLEYS NORTH OF BALBOA BOULEVARD
BETWEEN 31ST STREET AND 29TH STREET
C-7631-2
C-102
EKMMWT
TLE
N
0
SCALE:
10' 20'40'
1" = 20'
HYDRANT TO BE USED
FOR HIGHLINE
AP
P
R
O
X
2
5
0
L
F
T
O
A
L
L
E
Y
C
L
12
5
'
TO
2
9
T
H
S
T
R
E
E
T
C
L
12
5
'
TO
3
1
S
T
S
T
R
E
E
T
C
L
NOTES:
1. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL
LOCATION OF EXISTING UTILITIES & CONNECTION POINTS
2. MINIMUM COVER OVER THE PIPELINE SHALL BE 36 INCHES.
3. PAVEMENT AND PCC REPLACEMENT AND PIPELINE TRENCH SHALL
BE PER DTL 1 & 2 ON SHT C-505.
4. PROTECT IN PLACE EXIST THRUST BLOCKS.
5. CONTRACTOR SHALL REMOVE ACP PIPE TO NEAREST JOINT
(CUTTING OF ACP IS PROHIBITED) CONTRACTOR SHALL BE
RESPONSIBLE FOR PROPER IDENTIFICATION, REMOVAL AND
DISPOSAL OF THE ACP AS HAZARDOUS MATERIAL.
6. OVERHEAD LINES CROSS ALLEY THROUGHOUT AND ARE NOT
SHOWN ON PLANS FOR CLARITY. PROTECT IN PLACE EXISTING
OVERHEAD LINES DURING CONSTRUCTION.
7. PROTECT IN PLACE ALL POWER POLES.
8. REMOVE ABANDONED UTILITIES WITHIN PROPOSED ALIGNMENT.
REMOVE ABANDONED UTILITIES IF PROPOSED TRENCH
ENCROACHES INTO ABANDONED UTILITY TRENCH WALL.
9. CONTRACTOR SHALL RESTRIPE ANY LANE LINES REMOVED WITHIN
BALBOA BLVD & NEWPORT BOULEVARD.
10. CONTRACTOR SHALL PROVIDE HIGHLINE FROM FIRE HYDRANT TO
MAINTAIN SERVICE WITHIN ALLEYS.
·ALLEY 311-A FROM HYDRANT AT EAST CORNER OF BALBOA
BLVD / 32ND ST (APPROX 250 FT) TRENCHING REQUIRED TO
MAINTAIN ACCESS TO BUSINESSES.
·ALLEY 310-A FROM HYDRANT AT EAST CORNER OF BALBOA
BLVD 30TH ST (APPROX 100 FT)
11. CUT-IN VALVE SHALL BE INSTALLED BETWEEN TEE AT ALLEY 311-A
AND 3010 BALBOA METER
MA
T
C
H
L
I
N
E
SE
E
S
H
T
C
-
1
0
4
MA
T
C
H
L
I
N
E
SE
E
S
H
T
C
-
1
0
4
SEE DETAIL
3 ON SHT
C-502
STA 323+90±
1" SERVICE CONNECTION
STA 323+82±
1" SERVICE CONNECTION3129
3129
RECORD DRAWINGS
These Record Drawings have been prepared based on information submitted, In, part, by
others. While this information is believed to be reliable, Tetra Tech is not responsible for
its accuracy, nor for errors or omissions which may have been incorporated into these
plans as a result.
1/2021 RECORD DRAWINGS MWT1
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DESIGNE□c DRAWN,
DATEcOCT 2019 NO. DATE DESCRIPTION OF RrnSIONS APPROVED AS~STANT CITY ENQNEER f-SH-EET-----1~ ,..__ _____________________ ___._ _______ ____. ___ .:......:........L...-----L.~~..____.1....---_..1...--________ ....._____,,J_ ____ ....L..,_ _________ ...J..:...::__ _ ___Jo 19 CHECKE□c
18''SD
6''
W
6''W
UT
2''G
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
21''SD
18
'
'
S
D
21
'
'
S
D
21
'
'
S
D
21''
S
D
21''
S
D
8''S
S
CO
CO
UE
UE UE
UE
UE
UE UE UE
UE
UE
UE
UE
UT UT UT UT UT UT UT
12''W 12''W 12''W 12''W 12''W 12''W
8''W(ABAN)8''W(ABAN)8''W(ABAN)8''W(ABAN)8''W(ABAN)8''W(ABAN)
8''
S
S
8''
S
S
8''
S
S
8''S
S
8''
S
S
8''
S
S
6''
W
6''
W
6''W
6''
W
6''
W
6''
W
UT
UT
2''G
2''G
2''
G
2''
G
6''W
6''W
6''W
6''W
UE
UE
24''SD
24''SD
24''SD
24''SD
24''SD
UE
UE
UE
UE
UE
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
OT
OT
OT
OT
WM
UE
8''W
8''W
8''W
8''W
8''W
UEUEUEUE
33
3
+
0
0
33
4
+
0
0
33
5
+
0
0
33
6
+
0
0
BALBOA BOULEVARD
NEW
P
O
R
T
B
O
U
L
E
V
A
R
D
29
T
H
S
T
R
E
E
T
28
T
H
S
T
R
E
E
T
85
'
45
'
40
'
39
'
35
'
6'
5'
10'
5'
I
C-002
50'
25'25'
17'17'8'8'
50
50
50
50
25
STA 333+60±
STA 336+64±
END CONSTRUCTION
CONNECT TO EXIST 6"W (ACP)
PER DTL 6 ON SHT C-502
26 38 44
REMOVE EXIST 6"W (ACP)
CONSTRUCT NEW 6" PVC (C-900, CL
305, DR 14) WITHIN SAME ALIGNMENT
STA 333+82±
1" SERVICE CONNECTION
STA 333+87±
1" SERVICE CONNECTION
STA 334+02±
1" SERVICE CONNECTION
STA 334+10±
1" SERVICE CONNECTION
STA 334+36±
1" SERVICE CONNECTION
STA 334+49±
1" SERVICE CONNECTION
STA 334+55±
1" SERVICE CONNECTION
STA 334+70±
1" SERVICE CONNECTION
STA 334+73±
1" SERVICE CONNECTION
STA 334+81±
1" SERVICE CONNECTION
STA 334+83±
1" SERVICE CONNECTION
STA 335+05±
1" SERVICE CONNECTION
STA 335+24±
1" SERVICE CONNECTION
STA 335+29±
1" SERVICE CONNECTION
STA 335+29±
1" SERVICE CONNECTION
STA 335+32±
1" SERVICE CONNECTION STA 335+52±
1" SERVICE CONNECTION
STA 335+54±
1" SERVICE CONNECTION
STA 335+57±
1" SERVICE CONNECTION
STA 335+77±
1" SERVICE CONNECTION
STA 336+02±
1" SERVICE CONNECTION2931
3 36
STA 336+54±
FOR BIDDING PURPOSES:
ASSUME 2 PANELS OF
SIDEWALK, 10 LF OF
CURB & GUTTER
3129
3129
3129
3129
3129
3129
3129
3129
3129
3129
31293129
3129
3129
3129
3129
3129
3129
3129
3129
218 1/2
218
216 B
216 A
214 1/2
214
212B
212A
210 1/2
210
208
206 1/2
206
204 1/2
204
202 1/2
202
200 A
200 B
201 1/2
201
203 1/2
203
213 AB
211AB
209AB
207
205 B
205 A
217 215
AL
L
E
Y
3
0
9
-
A
SEE SHT C-105
ALLEY 309-B
HYDRANT TO BE USED
FOR HIGHLINE
STA 333+48±
39APPROX 750 SF
20
39THRU DRIVEWAY
39THRU DRIVEWAY
24STA 336+62±
15 37
1830 24
201 26
1830 24
201 26
SEE DTL 7 ON
SHT C-502
53
CONSTRUCTION NOTES
3 CONSTRUCT 6" PVC DR 14 CL 305 AWWA C-900
26 CONSTRUCT THRUST BLOCK PER CITY OF NEWPORT BEACH
STD-510-L-A AND STD-510-L-B
29 CONSTRUCT SERVICE LATERAL, RECONNECT PER DTL 4 ON SHT C-505
31 INSTALL 1" SERVICE AND CONNECT TO EXIST SERVICE PER CITY OF
NEWPORT BEACH STD-502-L, SADDLE SHALL BE FORD 202BS
36 TRENCH SECTION PER DTL 2 ON SHT C-505
39 PAVEMENT RESTORATION SHALL BE TRENCH WIDTH ONLY WITH 4"
THICK OF FINE HOT MIX ASPHALT CONCRETE FLUSH WITH ADJACENT
EXISTING CONCRETE OR AC.
50 PROTECT IN PLACE EXIST POWER POLE
25 INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH
STD-500-L
38 REMOVE AND REPLACE EXIST SIDEWALK TO NEAREST JOINT PER CITY
OF NEWPORT BEACH STD-180-L
44 REMOVE AND DISPOSE EXIST FIRE HYDRANT
20 INSTALL 6" TRANSITION COUPLING
24 INSTALL 6" GATE VALVE AND VALVE BOX PER CITY OF NEWPORT BEACH
STD-511-L AND STD-510-L-C
1 CONSTRUCT 12" PVC DR 14 CL 305 AWWA C-900
18 INSTALL 12" TRANSITION COUPLING
30 INSTALL 12" X 6" DI TEE (MJ x FLG)
37 REMOVE AND REPLACE EXIST CURB AND/OR CURB AND GUTTER TO
NEAREST JOINT PER CITY OF NEWPORT BEACH STD-182-L
15 INSTALL 6" DI TEE (MJ x FLG)
53
INSTALL 12" CUT-IN GATE VALVE (MJ) AND
BOX PER CITY OF NEWPORT BEACH
STD-511-L, STD 510-L-C AND STD-508-L
W-5385-SCITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
www.tetratech.com
17885 Von Karman Ave, Suite 500
Irvine, California 92614
Phone: (949) 809-5000 Fax: (949) 809-5010
BI
D
S
E
T
ALLEY NORTH OF BALBOA BOULEVARD
BETWEEN 29TH STREET AND 28TH STREET
C7631-2
C-103
EKMMWT
TLE
N
0
SCALE:
10' 20'40'
1" = 20'
NOTES:
1. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES & CONNECTION POINTS
2. MINIMUM COVER OVER THE PIPELINE SHALL BE 36 INCHES.
3. PAVEMENT AND PCC REPLACEMENT AND PIPELINE TRENCH SHALL BE PER DTL 1 & 2 ON SHT C-505
4. PROTECT IN PLACE EXIST THRUST BLOCKS.
5. CONTRACTOR SHALL REMOVE ACP PIPE TO NEAREST JOINT (CUTTING OF ACP IS PROHIBITED) CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER
IDENTIFICATION, REMOVAL AND DISPOSAL OF THE ACP AS HAZARDOUS MATERIAL.
6. OVERHEAD LINES CROSS ALLEY THROUGHOUT AND ARE NOT SHOWN ON PLANS FOR CLARITY. PROTECT IN PLACE EXISTING OVERHEAD LINES
DURING CONSTRUCTION.
7. PROTECT IN PLACE ALL POLES.
8. CONTRACTOR SHALL RESTRIPE ANY LANE LINES REMOVED WITHIN NEWPORT BLVD & BALBOA BLVD.
9. CONTRACTOR SHALL PROVIDE HIGHLINE FROM FIRE HYDRANT TO MAINTAIN SERVICE WITHIN ALLEYS
ALLEY 309-A FROM HYDRANT AT EAST CORNER OF BALBOA / 29TH ST (APPROX 110 FT)
MATCHLINE
SEE SHT C-105
RECORD DRAWINGS
These Record Drawings have been prepared based on information submitted, In, part, by
others. While this information is believed to be reliable, Tetra Tech is not responsible for
its accuracy, nor for errors or omissions which may have been incorporated into these
plans as a result.
1/2021 RECORD DRAWINGS MWT1
1
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11
II
0
0
0
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0
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------,----------I 0 0 N / I 11: I TETRA TECH
i-----t------t---------------L-_j REVIEWED: NEWPORT PIER AREA WATER MAIN REPLACEMENT "' " :;i f ·s
A 1-------------.-------------l~u~ L..::,. MICHAEL J. SINAC0RI, I
19 tcc:HiHE:CkcK:Ei:rn,, IDIDAITTTE:---P:4-----::-:::::--+=------------1--_J~=='R=cEc...:4""62""14 __ 1 '---------1·~ 'ocr 2019 NO. DATE DESCRIPTION OF REv1SI0NS APPROVED AS~STANT CITY ENGINEER 'sHEET §. 0
DE~GNED: DRAWN:
29
T
H
S
T
R
E
E
T
UT
UT
UT
UT
UT
UT
6''
W
6''
W
6''
W
6''
W
6''W
2''
G
2''
G
2''
G
2''
G
UT
UT
UT
2''
W
(
A
B
A
N
)
2''
W
(
A
B
A
N
)
2''W
(
A
B
A
N
)
2''
W
(
A
B
A
N
)
U
T
U
T
8''SS
6''G
GM
GM
GM
GM
GM
GM
GM
GM
3/4''G
GM GM
GM
GM
GM
GM
GM
GM
GM
GM GM
GM
GM
GM
GM
GM GM
GM
GM
GMGM
GM
GM
GM
2''G 2''G
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM GM
GM GM
GM
GM GM GM GM GM
8''SS
8''SS
8''SS
UE
UE UE
UE
UE
UE
UE
8''W(AB
A
N
)
8''W(ABAN)
8''W(ABAN)
8''W(ABAN)
8''W(ABAN)8''W(ABAN)8''W(ABAN)8''W(ABAN)
UT UT UT UT UT UT
8''S
S
8''
S
S
8''S
S
8''
S
S
8''
S
S
8''S
S
8''
S
S
UE UE UE UE
UT UT UT UT UT UT
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
UT UT UT UT UT UT UT UT UT
UT UT UT UT UT UTUTUTUTUTUTUT
2''G 2''G 2''G 2''G 2''GUEUEUEUE
UE
2''
G
2''
G
2''
G
2''G
2''G
2''
G
2''G
8''S
S
8''
S
S
8''
S
S
8''S
S
8''
S
S
8''
S
S
2''
W
(
A
B
A
N
)
2''
W
(
A
B
A
N
)
2''W
(
A
B
A
N
)
2''
W
(
A
B
A
N
)
UT
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
OT
OT
OT
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM WM
WM
WM WMWM
CO
WM
WM
WMWM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
OT
OT
OT
OT
OT OT
UE UE UE UE UE
OT OT
UE
UE
6''W 6''W 6''W8''W 8''W 8''W 8''W 8''W 8''W
6''
W
6''W
6''
W
6''
W
6''
W
6''
W
31
0
+
0
0
31
1
+
0
0
31
2
+
0
0
31
3
+
0
0
32
0
+
0
0
32
1
+
0
0
32
2
+
0
0
32
3
+
0
0
62+00
BALBOA BOULEVARD
OCEAN FRONT ALLEY
30
T
H
S
T
R
E
E
T
10
'
85
'
45
'
40
'
39
'
35
'
6'
5'
50'
25'25'
8'17'17'8'
10'
7'
10'
4'
J
C-002
K
C-002
STA 62+23±
SEE NOTE 12
STA 320+00.00 (ALLEY 310-B)
= STA 61+25.00 (ALLEY 300-E)
BEGIN CONSTRUCTION
STA 61+21±
BEGIN CONSTRUCTION
CONNECT TO EXIST 8"W (ACP)
PER DTL 5 ON SHT C-502
STA 310+02±
BEGIN CONSTRUCTION
CONNECT TO EXIST 6"W TEE
PER DTL 1 ON SHT C-502
50
50
50
50
21
24
50
50
50
REMOVE EXIST 6"W (ACP)
CONSTRUCT NEW 6" PVC
(C-900, CL 305, DR 14) WITHIN
SAME ALIGNMENT
REMOVE EXIST 6"W
(ACP) CONSTRUCT
NEW 6" PVC (C-900, CL
305, DR 14) WITHIN
SAME ALIGNMENT
STA 62+14±
1" SERVICE CONNECTION
STA 62+00±
1" SERVICE CONNECTION
STA 61+66±
1" SERVICE CONNECTIONSTA 61+48±
1" SERVICE CONNECTION
STA 320+36±
1" SERVICE CONNECTION
STA 320+54±
1" SERVICE CONNECTION
STA 320+60±
1" SERVICE CONNECTION
STA 320+65±
1" SERVICE CONNECTION
STA 320+79±
1" SERVICE CONNECTION
STA 321+12±
1" SERVICE CONNECTION
STA 321+14±
1" SERVICE CONNECTION
STA 321+22±
1" SERVICE CONNECTION
STA 321+24±
1" SERVICE CONNECTION
STA 321+35±
1" SERVICE CONNECTION
STA 321+37±
1" SERVICE CONNECTION
STA 321+39±
1" SERVICE CONNECTION
STA 321+41±
1" SERVICE CONNECTION
STA 321+55±
1" SERVICE CONNECTION
STA 321+64±
1" SERVICE CONNECTION
STA 321+80±
1" SERVICE CONNECTION
STA 322+00±
1" SERVICE CONNECTION
STA 322+02±
1" SERVICE CONNECTION
STA 322+04±
1" SERVICE CONNECTION
STA 322+06±
1" SERVICE CONNECTION STA 322+25±
1" SERVICE CONNECTION
STA 322+30±
1" SERVICE CONNECTION
STA 322+40±
1" SERVICE CONNECTION
STA 322+54±
1" SERVICE CONNECTION
STA 322+56±
1" SERVICE CONNECTION
STA 322+73±
1" SERVICE CONNECTION
STA 310+34±
1" SERVICE CONNECTION
STA 310+55±
1" SERVICE CONNECTION
STA 310+57±
1" SERVICE CONNECTION
STA 311+00±
1" SERVICE CONNECTION
STA 311+02±
1" SERVICE CONNECTION
STA 311+04±
1" SERVICE CONNECTION
STA 311+06±
1" SERVICE CONNECTION
STA 311+08±
1" SERVICE CONNECTION
STA 311+30±
1" SERVICE CONNECTION
STA 311+44±
1" SERVICE CONNECTION
STA 311+70±
1" SERVICE CONNECTION
STA 311+72±
1" SERVICE CONNECTION
STA 311+86±
1" SERVICE CONNECTION
STA 311+88±
1" SERVICE CONNECTION
STA 312+21±
1" SERVICE CONNECTIONSTA 312+23±
1" SERVICE CONNECTION
STA 312+25±
1" SERVICE CONNECTION
STA 312+29±
1" SERVICE CONNECTION
STA 312+31±
1" SERVICE CONNECTION
STA 312+42±
1" SERVICE CONNECTION
STA 312+55±
1" SERVICE CONNECTION
STA 312+73±
1" SERVICE CONNECTION
22
363
363
14 24
15 25 26 44
STA 62+26±
FOR BIDDING PURPOSES:
ASSUME 2 PANELS OF SIDEWALK,
10 LF OF CURB & GUTTER
SEE NOTE 11
443826
25
STA 312+82±
FIRE SERVICE FOR BIDDING
PURPOSES: ASSUME 2 PANELS OF
SIDEWALK, 10 LF OF CURB & GUTTER
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 312931
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
REMOVE EXIST 6"W (ACP)
CONSTRUCT NEW 6" PVC
(C-900, CL 305, DR 14) WITHIN
SAME ALIGNMENT
3 36
126B
126A
124 1/2
124
122 1/2
122
120 1/2
120
118B
118A
116
114B
114A
112B
112A
110 1/2
110
108
106 1/2
106
107
109
109 1/2
111A
111B
113
113 1/2
115
117
117 1/2
119B
119A
121
121 1/2
123
123 1/2
125A
125B
127
127 1/2
29 31
126 1/2
126
124 1/2
124
122 1/2
122
120 1/2
120
118 1/2
118
116 1/2
116
112
110
108 1/2
108
106B
106A
109B
109A
107B
107A
111
113 1/2
113
115 1/2
115
117 1/2
117
119A
119B
121 1/2
121
123 1/2
123
125 1/2
125
127A
127B
HYDRANT TO BE USED
FOR HIGHLINE
AL
L
E
Y
31
1
-
B
STA 310+05.0020
39 APPROX 700 SF
ALLEY 300-D
ALLEY 300-E
50
19
AL
L
E
Y
31
0
-
B
39 APPROX 1000 SF
ALLEY 311-A
SEE SHT C-102
ALLEY 310-A
SEE SHT C-102
16
HYDRANT TO BE USED
FOR HIGHLINE
39 THRU DRIVEWAY 39 THRU DRIVEWAY
30
1
2
A
30
1
0
A
30
1
0
B
30
0
6
30
0
4
10
5
29
1
4
B
29
1
4
A
29
1
2
1
/
2
29
1
2
29
1
0
B
29
0
1
A
29
0
8
B
29
0
1
A
29
0
6
29
0
4
29
0
0
110 1/2
36
37 38
371536
FOR BIDDING PURPOSES:
ASSUME 2 PANELS OF
SIDEWALK, 10 LF OF CURB
& GUTTER. SEE NOTE 11
38 14 44
25 26 37
STA 313+22±
EXIST. MEDIAN
FOR BIDDING PURPOSES:
ASSUME 5 LF OF CURB.
RELANDSCAPE ENTIRE MEDIAN
37 43
STA 313+12±
EXIST. MEDIAN
FOR BIDDING PURPOSES:
ASSUME 5 LF OF CURB.
RELANDSCAPE ENTIRE MEDIAN
37 43
STA 323+23±
EXIST. MEDIAN
FOR BIDDING PURPOSES:
ASSUME 5 LF OF CURB.
RELANDSCAPE ENTIRE MEDIAN
STA 323+13±
EXIST. MEDIAN
FOR BIDDING PURPOSES:
ASSUME 5 LF OF CURB.
RELANDSCAPE ENTIRE
MEDIAN
37 43
37 43
31
S
T
S
T
R
E
E
T
21 SEE NOTE 10
2
CONSTRUCTION NOTES
26 CONSTRUCT THRUST BLOCK PER CITY OF NEWPORT BEACH
STD-510-L-A AND STD-510-L-B
29 CONSTRUCT SERVICE LATERAL, RECONNECT PER DTL 4 ON SHT C-505
31 INSTALL 1" SERVICE AND CONNECT TO EXIST SERVICE PER CITY OF
NEWPORT BEACH STD-502-L, SADDLE SHALL BE FORD 202BS
36 TRENCH SECTION PER DTL 2 ON SHT C-505
39 PAVEMENT RESTORATION SHALL BE TRENCH WIDTH ONLY WITH 4"
THICK OF FINE HOT MIX ASPHALT CONCRETE FLUSH WITH ADJACENT
EXISTING CONCRETE OR AC.
3 CONSTRUCT 6" PVC DR 14 CL 305 AWWA C-900
14 INSTALL 8"x6" DI TEE (MJ x FLG)
15 INSTALL 6" DI TEE (MJ x FLG)
20 INSTALL 6" TRANSITION COUPLING
21 INSTALL 8" CUT-IN GATE VALVE (MJ) AND BOX PER CITY OF NEWPORT
BEACH STD-511-L, STD-510-L-C AND STD-508-L
22 INSTALL 6" CUT-IN GATE VALVE (MJ) AND BOX PER CITY OF NEWPORT
BEACH STD-511-L, STD-510-L-C AND STD-508-L
24 INSTALL 6" GATE VALVE AND VALVE BOX PER CITY OF NEWPORT BEACH
STD-511-L AND STD-510-L-C
25 INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH
STD-500-L
16 INSTALL 8"x6" DI ECCENTRIC REDUCER (FLAT ON TOP)
19 INSTALL 8" TRANSITION COUPLING
50 PROTECT IN PLACE EXIST POWER POLE
44 REMOVE AND DISPOSE EXIST FIRE HYDRANT
18 INSTALL 12" TRANSITION COUPLING
37 REMOVE AND REPLACE EXIST CURB AND/OR CURB AND GUTTER TO
NEAREST JOINT PER CITY OF NEWPORT BEACH STD-182-L
38 REMOVE AND REPLACE EXIST SIDEWALK TO NEAREST JOINT PER CITY
OF NEWPORT BEACH STD-180-L
43 REMOVE AND REPLACE EXIST CONCRETE MEDIAN IN KIND PER CITY OF
NEWPORT BEACH STANDARDS
ALLEYS SOUTH OF BALBOA BOULEVARD
BETWEEN 31ST STREET AND 29TH STREET
C-7631-2
C-104
EKMMWT
TLE
W-5385-SCITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
www.tetratech.com
17885 Von Karman Ave, Suite 500
Irvine, California 92614
Phone: (949) 809-5000 Fax: (949) 809-5010
BI
D
S
E
T
N
0
SCALE:
10' 20'40'
1" = 20'
125'
TO 31ST STREET CL
283'
TO 28TH STREET CL
NOTES:
1. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES & CONNECTION
POINTS
2. MINIMUM COVER OVER THE PIPELINE SHALL BE 36 INCHES.
3. PAVEMENT AND PCC REPLACEMENT AND PIPELINE TRENCH SHALL BE PER DTL 1 & 2 ON SHT C-505.
4. PROTECT IN PLACE EXIST THRUST BLOCKS.
5. CONTRACTOR SHALL REMOVE ACP PIPE TO NEAREST JOINT (CUTTING OF ACP IS PROHIBITED) CONTRACTOR
SHALL BE RESPONSIBLE FOR PROPER IDENTIFICATION, REMOVAL AND DISPOSAL OF THE ACP AS HAZARDOUS
MATERIAL.
6. OVERHEAD LINES CROSS ALLEY THROUGHOUT AND ARE NOT SHOWN ON PLANS FOR CLARITY. PROTECT IN
PLACE EXISTING OVERHEAD LINES DURING CONSTRUCTION.
7. PROTECT IN PLACE ALL POWER POLES.
8. CONTRACTOR SHALL RESTRIPE FIRE LANES WITHIN ALLEY 310-B. CONTRACTOR SHALL ALSO RESTRIPE ANY
LANE LINES REMOVED WITHIN BALBOA BLVD.
9. CONTRACTOR SHALL HIGHLINE FROM FIRE HYDRANT TO MAINTAIN SERVICE WITHIN ALLEYS
·ALLEY 311-B FROM HYDRANT AT NORTH CORNER OF OCEANFRONT / 30TH ST (APPROX 100 FT)
·ALLEY 310-B AND 300-E FROM HYDRANT AT NORTH CORNER OF OCEANFRONT / 29TH ST (APPROX 100 FT)
10. CUT-IN VALVE SHALL BE INSTALLED BETWEEN 31ST STREET AND 3014 OCEANFRONT METER
11. HYDRANT TO BE USED FOR HIGHLINE, REPLACEMENT OF HYDRANT MAY BE BEFORE OF AFTER HIGHLINE.
12. REUSE CUT-IN VALVE IN NEW CONSTRUCTION.
MA
T
C
H
L
I
N
E
SE
E
S
H
T
C
-
1
0
5
MATCHLINE
SEE SHT C-102 FOR CONTINUATION
MATCHLINE
SEE SHT C-102 FOR CONTINUATION
RECORD DRAWINGS
These Record Drawings have been prepared based on information submitted, In, part, by
others. While this information is believed to be reliable, Tetra Tech is not responsible for
its accuracy, nor for errors or omissions which may have been incorporated into these
plans as a result.
1/2021 RECORD DRAWINGS MWT1
-·· n I I II L__ ~-h_
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RE'l1Eo/ RE~EWED NEWPORT PIER AREA WATER MAIN REPLACEMENT ~ I 11: I TETRA TECH TOM L. EPPERSON ~
: RCE 36399 1-------------~-----.i
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'-DESIGNED: DRAWN: A MICHAEL J. SINACORI, I p
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L_ _________________________ .....L _________ ...1.... __ ___.:;~D:.::.;/2~1/.:.;:19.,l._CHE-CK_m_L...□A-TEc~DC.!..aT 2"'"019:.L..,;.N0..J. ___;;.DA....:TE;___J__oEs_cR_IPT_10N_oF_R_Ev1_s1o_Ns _____ ___,J_AP_PR_oYE...ID _Ass_1sr_AN_T c_,TY_EN-QN-EE_R ....__ ___________ :-1s_H_E_E-T~~-----=t
STA 67+36±
FOR BIDDING
PURPOSES: ASSUME
2 PANELS OF
SIDEWALK, 10 LF OF
CURB & GUTTER
SEE NOTE 10
29
T
H
S
T
R
E
E
T
UT
UT
UT
UT
UT
2''
W
(
A
B
A
N
)
2''W
(
A
B
A
N
)
2''W
(
A
B
A
N
)
2''
W
(
A
B
A
N
)
2''
W
(
A
B
A
N
)
6''
W
6''W
6''
W
6''
W
6''
W
6''W
6''W
2''W
(
A
B
A
N
)
2''
W
(
A
B
A
N
)
2''
W
(
A
B
A
N
)
2''W
(
A
B
A
N
)
6''
W
6''
W
6''W
6''W
6''
W
6''
W
2''G
2''G
2''G
2''G
2''G
2''G
2''G
UT
UT
UT
UT
UT
UT
2''G 2''G 2''G 2''G
2''G
2''
G
2''
G
2''
G
2''
G
2''
G
GM
2''G
GM
21''SD
18
'
'
S
D
GM
1/2''G
GM
GM
GM
GM
GM
GM
UE
UE UE
GM
GM
UE UE
UE
GM
1/2''G
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM GM
GM
GMGM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM GM GM
GM
GM
GMGM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
UE UE
UT UT UT UT UT UT UT UT
12''W 12''W 12''W 12''W 12''W 12''W 12''W 12''W
8''W(ABAN)8''W(ABAN)8''W(ABAN)8''W(ABAN)8''W(ABAN)8''W(ABAN)8''W(ABAN)8''W(ABAN)
8''SS 8''SS 8''SS 8''SS 8''SS
UT UT UT UT
8''S
S
8''
S
S
8''
S
S
8''S
S
8''
S
S
8''
S
S
8''SS 8''SS 8''SS 8''SS
2''G 2''G 2''G 2''G 2''G
6''
W
8''S
S
8''
S
S
8''S
S
8''
S
S
8''
S
S
8''S
S
8''
S
S
8''S
S
8''
S
S
8''
S
S
UE UE
WM
WM
WM
WM
WM
WM
WM
OT
OT
OT
CO
WM WM
WM
WMWMWM
WM
WM WM
WM
WM
CO
WM
WM
COCO
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
OT OT OT OT
OT
OT
OT
OT OT OT OT
WMWM
WM WM WM
WM
OT
OT
OT
OT
OT
OT
WM
WM
WM
WM
WM
WM
WM
WM
WMWM
WM
WM
WM
WM
WM
WM
WM
WM
UT UT UT UT
6''W 6''W 6''W 6''W 6''W
6''W 6''W 6''W 6''W 6''W
UE UE UE
UE UE UE
9'
33
0
+
0
0
33
1
+
0
0
33
2
+
0
0
33
3
+
0
0
35
+
0
0
36
+
0
0
37
+
0
0
38
+
0
0
63+00 64+00 65+00
66+00
67+00
27
T
H
S
T
R
E
E
T
BALBOA BOULEVARD
85
'
45
'
40
'
39
'
35
'
6'
5'
10'
10'
28
T
H
S
T
R
E
E
T
L
C-002
M
C-002
N
C-002
O
C-002
50
50
50
50
50
50
50
STA 330+00.00 (ALLEY 309-B)
= STA 63+77± (ALLEY 300-F)
BEGIN CONSTRUCTION
STA 38+10±
END CONSTRUCTION
CONNECT TO EXIST 6"W (ACP)
PER DTL 1 ON SHT C-503
STA 35+00.00 (ALLEY 308)
= STA 66+30± (ALLEY 300-G
BEGIN CONSTRUCTION
REMOVE EXIST 6"W (ACP)
CONSTRUCT NEW 6"PVC (C-900, CL
305, DR 14) WITHIN SAME ALIGNMENT
REMOVE EXIST 6"W (ACP)
CONSTRUCT NEW 6"PVC (C-900, CL
305, DR 14) WITHIN SAME ALIGNMENT
STA 67+23±
1" SERVICE CONNECTION
STA 67+04±
1" SERVICE CONNECTION
STA 66+48±
1" SERVICE CONNECTION
STA 65+84±
1" SERVICE CONNECTION
STA 35+10±
1" SERVICE CONNECTION
STA 35+51±
1" SERVICE CONNECTIONSTA 35+49±
1" SERVICE CONNECTION
STA 35+54±
1" SERVICE CONNECTION
STA 35+57±
1" SERVICE CONNECTION
STA 35+82±
1" SERVICE CONNECTION
STA 35+84±
1" SERVICE CONNECTION
STA 36+08±
1" SERVICE CONNECTION
STA 36+19±
1" SERVICE CONNECTION
STA 36+48±
1" SERVICE CONNECTION
STA 36+50±
1" SERVICE CONNECTION
STA 36+63±
1" SERVICE CONNECTION
STA 36+75±
1" SERVICE CONNECTION
STA 36+97±
1" SERVICE CONNECTION
STA 36+99±
1" SERVICE CONNECTION
STA 37+22±
1" SERVICE CONNECTION
STA 37+25±
1" SERVICE CONNECTION
STA 37+29±
1" SERVICE CONNECTION
STA 37+48±
1" SERVICE CONNECTION
STA 37+58±
1" SERVICE CONNECTION
STA 37+60±
1" SERVICE CONNECTION
STA 37+90±
1" SERVICE CONNECTION
STA 37+92±
1" SERVICE CONNECTION
STA 64+64±
1" SERVICE
CONNECTION
STA 64+35±
1" SERVICE CONNECTION
STA 64+33±
1" SERVICE CONNECTION
STA 64+07±
1" SERVICE CONNECTION
STA 63+79±
1" SERVICE CONNECTION
STA 63+68±
1" SERVICE CONNECTION
STA 63+34±
1" SERVICE CONNECTION
STA 62+93±
1" SERVICE CONNECTION
STA 330+26±
1" SERVICE CONNECTION
STA 330+32±
1" SERVICE CONNECTION
STA 330+50±
1" SERVICE CONNECTION
STA 330+62±
1" SERVICE CONNECTION
STA 330+72
1" SERVICE CONNECTION
STA 330+90±
1" SERVICE CONNECTION
STA 331+13±
1" SERVICE CONNECTION
STA 331+16±
1" SERVICE CONNECTION
STA 331+25±
1" SERVICE CONNECTION
STA 331+35±
1" SERVICE CONNECTIONSTA 331+52±
1" SERVICE CONNECTION
STA 331+54±
1" SERVICE CONNECTION
STA 331+56±
1" SERVICE CONNECTION
STA 331+79±
1" SERVICE CONNECTION
STA 332+02±
1" SERVICE CONNECTION
STA 332+13±
1" SERVICE CONNECTION
STA 332+25±
1" SERVICE CONNECTION
STA 332+28±
1" SERVICE CONNECTION STA 332+51±
1" SERVICE CONNECTION
STA 332+54±
1" SERVICE CONNECTION
STA 332+58±
1" SERVICE CONNECTION
STA 332+76±
1" SERVICE CONNECTION
48262415
363
31
3129
15242648
363
3826
22
25 44 382625 44
382625 44
STA 64+85±
FOR BIDDING
PURPOSES, ASSUME 2
PANELS OF SIDEWALK,
10 LF OF CURB &
GUTTER
SEE NOTE 10
STA 332+83±
FIRE HYDRANT
FOR BIDDING PURPOSES:
ASSUME 2 PANELS OF
SIDEWALK, 10 LF OF
CURB & GUTTER
3129
3129
3129
3129
3129 3129
3129
31293129
3129
3129
3129
3129
3129
3129
3129
3129
3129
3129
3129
3129
3129
3129
3129
3
3131
3129
3129
3129
3129
3129
3129
3129
31293129
3129
3129
3129
3129
3129
3129
3129
3129
3129 3129
3129
3129
3129
3129
3129
3129
3129
3129
3129
3129
3129
29
OCEAN FRONT ALLEY
50
48
STA 65+80±
1" SERVICE CONNECTION3129
128 1/2
128
126B
126A
124 1/2
124
122 1/2
122
120 1/2
120
118 1/2
118
116 1/2
116
114
110
108
106B
106A
109 1/2
109
107 1/2
107
113 1/2
113
111 1/2
111
117
115 1/2
115
121 A
121 B
119 1/2
119
125
123 A
123 B
28
0
5
28
0
3
28
0
1
27
1
3
B
27
1
3
A
27
1
1
B
124 1/2
27
1
1
A
124
122 1/2
122
120 1/2
120
118 1/2
118
116 1/2
116
114 1/2
114
112 1/2
112
110
108A
108B
106A
106B 107 1/2
107
113
111
117 1/2
117
115
121 1/2
121
119 1/2
119
125 1/2
125
123
129B
129A
127 1/2
127
81
4
B
81
4
A
28
1
2
1
/
2
28
1
2
28
1
0
28
0
8
28
0
6
28
0
4
28
0
2
28
0
0
27
1
4
27
1
2
27
1
0
27
0
8
27
0
6
27
0
2
27
0
0
STA 63+19±
1" SERVICE CONNECTION
STA 65+55±
1" SERVICE CONNECTION
36
AL
L
E
Y
30
9
-
B
ALLEY
300-F
ALLEY 300-G
39 THRU DRIVEWAY
39 THRU DRIVEWAY
50
39APPROX 1300 SF
STA 64+80±
SEE NOTE 11
HYDRANT TO BE USED
FOR HIGHLINE
HYDRANT TO BE USED
FOR HIGHLINE
STA 38+08.0024
STA 65+03±9 26
STA 65+27269
STA 62+79±
1" SERVICE CONNECTION
39 APPROX 1300 SF
STA 330+59±
1" SERVICE CONNECTION
REMOVE EXIST 6"W (ACP) CONSTRUCT NEW 6" PVC
(C-900, CL 305, DR 14) WITHIN SAME ALIGNMENT
29
3129
AL
L
E
Y
30
8
50'
25'25'
8'17'17'8'
STA 332+73±9 26
STA 332+66±9 26
29
3129
37153715
15 37
36 20
STA 333+15±
EXIST. MEDIAN
FOR BIDDING PURPOSES:
ASSUME 5 LF OF CURB.
RELANDSCAPE ENTIRE MEDIAN
37 43
STA 333+25±
EXIST. MEDIAN
FOR BIDDING PURPOSES:
ASSUME 5 LF OF CURB.
RELANDSCAPE ENTIRE MEDIAN
37 43
3129
109 1/2
109
STA 67+33±
SEE NOTE 1122
CONSTRUCTION NOTES
9 INSTALL 6" DI 45 DEGREE BEND
3 CONSTRUCT 6" PVC DR 14 CL 305 AWWA C-900
26 CONSTRUCT THRUST BLOCK PER CITY OF NEWPORT BEACH
STD-510-L-A AND STD-510-L-B
29 CONSTRUCT SERVICE LATERAL, RECONNECT PER DTL 4 ON SHT C-505
31 INSTALL 1" SERVICE AND CONNECT TO EXIST SERVICE PER CITY OF
NEWPORT BEACH STD-502-L, SADDLE SHALL BE FORD 202BS
36 TRENCH SECTION PER DTL 2 ON SHT C-505
39 PAVEMENT RESTORATION SHALL BE TRENCH WIDTH ONLY WITH 4"
THICK OF FINE HOT MIX ASPHALT CONCRETE FLUSH WITH ADJACENT
EXISTING CONCRETE OR AC.
50 PROTECT IN PLACE EXIST POWER POLE
25 INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH
STD-500-L
38 REMOVE AND REPLACE EXIST SIDEWALK TO NEAREST JOINT PER CITY
OF NEWPORT BEACH STD-180-L
44 REMOVE AND DISPOSE EXIST FIRE HYDRANT
24 INSTALL 6" GATE VALVE AND VALVE BOX PER CITY OF NEWPORT BEACH
STD-511-L AND STD-510-L-C
48 REMOVE AND DISPOSE EXIST VALVE BOX PER SPECIFICATIONS
15 INSTALL 6" DI TEE (MJ x FLG)
22 INSTALL 6" CUT-IN GATE VALVE (MJ) AND BOX PER CITY OF NEWPORT
BEACH STD-511-L, STD-510-L-C AND STD-508-L
20 INSTALL 6" TRANSITION COUPLING
37 REMOVE AND REPLACE EXIST CURB AND/OR CURB AND GUTTER TO
NEAREST JOINT PER CITY OF NEWPORT BEACH STD-182-L
W-5385-SCITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
www.tetratech.com
17885 Von Karman Ave, Suite 500
Irvine, California 92614
Phone: (949) 809-5000 Fax: (949) 809-5010
BI
D
S
E
T
ALLEYS SOUTH OF BALBOA BOULEVARD
BETWEEN 29TH STREET AND 27TH STREET
C-7631-2
C-105
EKMMWT
TLE
N
0
SCALE:
10' 20'40'
1" = 20'
NOTES:
1. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF
EXISTING UTILITIES & CONNECTION POINTS.
2. MINIMUM COVER OVER THE PIPELINE SHALL BE 36 INCHES.
3. PAVEMENT AND PCC REPLACEMENT AND PIPELINE TRENCH SHALL BE
PER DTL 1 & 2 ON SHT C-505.
4. PROTECT IN PLACE EXIST THRUST BLOCKS.
5. CONTRACTOR SHALL REMOVE ACP PIPE TO NEAREST JOINT (CUTTING
OF ACP IS PROHIBITED) CONTRACTOR SHALL BE RESPONSIBLE FOR
PROPER IDENTIFICATION, REMOVAL AND DISPOSAL OF THE ACP AS
HAZARDOUS MATERIAL.
6. OVERHEAD LINES CROSS ALLEY THROUGHOUT AND ARE NOT SHOWN
ON PLANS FOR CLARITY. PROTECT IN PLACE EXISTING OVERHEAD LINES
DURING CONSTRUCTION.
7. PROTECT IN PLACE ALL POWER POLES.
8. CONTRACTOR SHALL RESTRIPE ANY LANE LINES REMOVED WITHIN
BALBOA BLVD.
9. CONTRACTOR SHALL HIGHLINE FROM FIRE HYDRANT TO MAINTAIN
SERVICE WITHIN ALLEYS
·ALLEY 309-B & ALLEY 300-F FROM HYDRANT AT NORTH CORNER OF
28TH / OCEANFRONT ALLEY (APPROX 110 FT)
·ALLEY 308 & ALLEY 300-G FROM HYDRANT AT NORTH CORNER OF
27TH / OCEANFRONT ALLEY (APPROX 100 FT)
10. HYDRANT TO BE USED FOR HIGHLINE, REPLACEMENT OF HYDRANT MAY
BE BEFORE OR AFTER HIGHLINE.
11. REUSE CUT-IN VALVE IN NEW CONSTRUCTION.
ALLEY 309-A SEE SHEET C-103
MA
T
C
H
L
I
N
E
SE
E
S
H
T
C
-
1
0
4
MA
T
C
H
L
I
N
E
SE
E
S
H
T
C
-
1
0
6
MATCHLINE
SEE SHT C-102 FOR CONTINUATION
RECORD DRAWINGS
These Record Drawings have been prepared based on information submitted, In, part, by
others. While this information is believed to be reliable, Tetra Tech is not responsible for
its accuracy, nor for errors or omissions which may have been incorporated into these
plans as a result.
1/2021 RECORD DRAWINGS MWT1
\ I I II:
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0
0
0
0 0
0
0
0
0
0 0 0
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0 ~ 0
$
I SHEET ~ 0
xx
xx xx
xx
UT
UT
UT
UT
UT
UE12''SD 12''SD
2''
G
2''
G
2''
G
2''
G
2''G
UE
GM
UE
GMGM
GM GM
GM
GM
GM GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GMGM
GM GM GM GM GM
GMGM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
UT UT
12''W 12''W 12''W
8''W(ABAN)8''W(ABAN)8''W(ABAN)
2''
W
(
A
B
A
N
)
2''W
(
A
B
A
N
)
2''
W
(
A
B
A
N
)
2''
W
(
A
B
A
N
)
2''
W
(
A
B
A
N
)
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS 8''SS2''G 2''G 2''G 2''G 2''G 2''G 2''G
8''
S
S
8''
S
S
8''
S
S
8''S
S
8''
S
S
FO FO FO FOUTUTUTUT
12''W 12''W 12''W 12''W
8''W(ABAN)8''W(ABAN)8''W(ABAN)
8''
S
S
8''S
S
8''
S
S
8''
S
S
8''S
S
8''
S
S
8''
S
S
8''S
S
8''
S
S
8''
S
S
2''
W
(
A
B
A
N
)
2''
W
(
A
B
A
N
)
2''
W
(
A
B
A
N
)
2''
W
(
A
B
A
N
)
2''
W
(
A
B
A
N
)
UT
UT
UT
UT
UT
2''
G
2''
G
2''
G
2''
G
2''
G
6''
W
6''W
6''W
6''
W
6''
W
6''
W
6''
W
UT
UT
UT
12
'
'
S
D
UE UE UE
UE
WM
WM
WM
OT OT OT OT OT OT OT
WM
WM
OT
OT
OT
OT
OT
WMWMWM WM WMWM WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
COCO
OT
OT
OT
OT
OT
OT
WM WM
WMWM WMCOCO
CO
CO
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
UT UT UT UT UT UT UT
6''W 6''W 6''W 6''W 6''W 6''W 6''W
6''
W
6''W
6''
W
6''
W
6''
W
6''
W
6''
W
UE
43
+
0
0
44
+
0
0
45
+
0
0
46
+
0
0
68+00 69+00 70+00 71+00
OCEAN FRONT ALLEY
26
T
H
S
T
R
E
E
T
27
T
H
S
T
R
E
E
T
9'
30'
15'15'
4'10'10'4'25
T
H
S
T
R
E
E
T
9'
BALBOA BOULEVARD
10'
4'
10'
2'
P
C-002
Q
C-002
50
50
50
50
STA 43+00.00 (ALLEY 306)
= STA 70+14± (ALLEY 300-I)
BEGIN CONSTRUCTION
STA 42+15
END CONSTRUCTION
CONNECT TO EXIST 6"W (ACP)
PER DTL 2 ON SHT C-503
STA 46+15
END CONSTRUCTION
CONNECT TO EXIST 6"W (ACP)
PER DTL 3 ON SHT C-503
STA 39+00.00 (ALLEY 307)
= STA 68+37± (ALLEY 300-H)
BEGIN CONSTRUCTION
50
STA 70+34±
1" SERVICE CONNECTION
STA 43+09±
1" SERVICE CONNECTION
STA 43+12±
1" SERVICE CONNECTION
STA 43+31±
1" SERVICE CONNECTION
STA 43+44±
1" SERVICE CONNECTION
STA 43+61±
1" SERVICE CONNECTION
STA 43+64±
1" SERVICE CONNECTION
STA 43+81
1" SERVICE CONNECTION
STA 43+92±
1" SERVICE CONNECTION
STA 44+04±
1" SERVICE CONNECTION
STA 44+25±
1" SERVICE CONNECTION
STA 44+43±
1" SERVICE CONNECTION
STA 44+49±
1" SERVICE CONNECTION
STA 44+64±
1" SERVICE CONNECTION
STA 44+76±
1" SERVICE CONNECTION
STA 44+78±
1" SERVICE CONNECTION STA 44+88
1" SERVICE CONNECTION
STA 44+90±
1" SERVICE CONNECTION
STA 45+12±
1" SERVICE CONNECTION
STA 45+16±
1" SERVICE CONNECTION
STA 45+46±
1" SERVICE CONNECTION
STA 45+64±
1" SERVICE CONNECTION
STA 45+62±
1" SERVICE CONNECTION
STA 45+81±
1" SERVICE CONNECTION
STA 45+83±
1" SERVICE CONNECTION
STA 69+99±
1" SERVICE CONNECTION
STA 69+91±
1" 2" SERVICE CONNECTION
STA 69+66±
1" 2" SERVICE CONNECTION
STA 68+51±
1" SERVICE CONNECTION
STA 68+50±
1" SERVICE CONNECTION
STA 68+15±
1" SERVICE CONNECTION
STA 67+96±
1" SERVICE
CONNECTION
STA 67+94±
1" SERVICE CONNECTION
STA 67+80±
1" SERVICE CONNECTION
STA 39+13±
1" SERVICE CONNECTION
STA 39+17±
1" SERVICE CONNECTION STA 39+44±
1" SERVICE CONNECTION
STA 39+46±
1" SERVICE CONNECTION
STA 39+61±
1" SERVICE CONNECTION
STA 39+75±
1" SERVICE CONNECTION
STA 39+79±
1" SERVICE CONNECTION
STA 39+92±
1" SERVICE CONNECTION
STA 40+25±
1" SERVICE CONNECTION
STA 40+34±
1" SERVICE CONNECTION
STA 40+46±
1" SERVICE CONNECTION
STA 40+68±
1" SERVICE CONNECTION
STA 41+01±
1" SERVICE CONNECTION
STA 41+03±
1" SERVICE CONNECTION
STA 41+16±
1" SERVICE CONNECTION
STA 41+33±
1" SERVICE CONNECTION
STA 41+44±
1" SERVICE CONNECTION
STA 41+54±
1" SERVICE CONNECTION
STA 41+66±
1" SERVICE CONNECTION
STA 41+81±
1" SERVICE CONNECTION
STA 42+00±
1" SERVICE CONNECTION
STA 42+07±
FIRE SERVICE
FOR BIDDING
PURPOSES: ASSUME 2
PANELS OF SIDEWALK,
10 LF OF CURB &
GUTTER
STA 70+95±
FOR BIDDING PURPOSES: ASSUME 2 PANELS OF
SIDEWALK, 10 LF OF CURB & GUTTER. SEE NOTE 11.
STA 69+15±
FOR BIDDING PURPOSES:
ASSUME 2 PANELS OF
SIDEWALK, 10 LF OF CURB
& GUTTER. SEE NOTE 11.
38 44
25 26 15 24
21 48
25 26 36 38
24 48
24 48
25 26 38 44
15
26
REMOVE EXIST 6"W (ACP)
CONSTRUCT NEW 6"PVC (C-900, CL
305, DR 14) WITHIN SAME ALIGNMENT.
REMOVE EXIST 6"W (ACP)
CONSTRUCT NEW 6"PVC (C-900, CL
305, DR 14) WITHIN SAME ALIGNMENT.
363
3 36
29 31
29 31
29 31
31
29 31
29 31
29 312931
29 31
29
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 312931
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
50
50
50
31
128
126 1/2
126
124 1/2
124
122
120
118
116
119
117
121
114
112
110
108
106
107 1/2
107
109 1/2
109
111
113
115
128
126
124
122
120 1/2
120
118
116
114
112
110
108 1/2
108
106
107
109 1/2
109
111 1/2
111
113
115 1/2
115
117 1/2
117
119
121 1/2
121
123 1/2
123
125A
125B
127
129
123
125
127
129
25
1
0
25
0
8
25
0
6
25
0
4
25
0
2
25
0
0
26
0
0
26
0
4
1
/
2
26
0
6
1
/
2
26
0
8
26
1
0
STA 68+81±
1" 2" SERVICE CONNECTION 3129
29 31 STA 70+78±
1" SERVICE CONNECTION
29 31
AL
L
E
Y
3
0
7
AL
L
E
Y
3
0
6
ALLEY 300-H
ALLEY 300-I
39 THRU DRIVEWAY 39 THRU DRIVEWAY
20 20
STA 42+13.0024
STA 46+13±24
26
0
6
26
0
4
39 APPROX 1200 SF
REMOVE EXIST 2" W
SEE NOTE 10
REMOVE EXIST 2" W
SEE NOTE 10
29 31
39 APPROX 1200 SF
HYDRANT TO
BE USED FOR
HIGHLINE HYDRANT TO BE USED
FOR HIGHLINE
29 31
29 31
REMOVE EXIST 6"W (ACP)
CONSTRUCT 6" PVC (DR 14, CL 305)
WITHIN SAME ALIGNMENT
363
STA 69+10±
SEE NOTE 12
29
15 37
15 37 26
37 15
22
STA 70+92
SEE NOTE 1222
STA 70+43±
1" SERVICE CONNECTION31
53
35
35
35
CONSTRUCTION NOTES
3 CONSTRUCT 6" PVC DR 14 CL 305 AWWA C-900
26 CONSTRUCT THRUST BLOCK PER CITY OF NEWPORT BEACH
STD-510-L-A AND STD-510-L-B
29 CONSTRUCT SERVICE LATERAL, RECONNECT PER DTL 4 ON SHT C-505
31 INSTALL 1" SERVICE AND CONNECT TO EXIST SERVICE PER CITY OF
NEWPORT BEACH STD-502-L, SADDLE SHALL BE FORD 202BS
36 TRENCH SECTION PER DTL 2 ON SHT C-505
39 PAVEMENT RESTORATION SHALL BE TRENCH WIDTH ONLY WITH 4"
THICK OF FINE HOT MIX ASPHALT CONCRETE FLUSH WITH ADJACENT
EXISTING CONCRETE OR AC.
50 PROTECT IN PLACE EXIST POWER POLE
25 INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH
STD-500-L
38 REMOVE AND REPLACE EXIST SIDEWALK TO NEAREST JOINT PER CITY
OF NEWPORT BEACH STD-180-L
44 REMOVE AND DISPOSE EXIST FIRE HYDRANT
24 INSTALL 6" GATE VALVE AND VALVE BOX PER CITY OF NEWPORT BEACH
STD-511-L AND STD-510-L-C
15 INSTALL 6" DI TEE (MJ x FLG)
22 INSTALL 6" CUT-IN GATE VALVE (MJ) AND BOX PER CITY OF NEWPORT
BEACH STD-511-L, STD-510-L-C AND STD-508-L
20 INSTALL 6" TRANSITION COUPLING
37 REMOVE AND REPLACE EXIST CURB AND/OR CURB AND GUTTER TO
NEAREST JOINT PER CITY OF NEWPORT BEACH STD-182-L
48 REMOVE AND DISPOSE EXIST VALVE BOX PER SPECIFICATIONS
35 INSTALL 2" SERVICE AND CONNECT TO EXIST. SERVICE PER CITY OF
NEWPORT BEACH STD-503-L, SADDLE SHALL BE FORD 202BS
53
INSTALL 12" CUT-IN GATE VALVE (MJ) AND
BOX PER CITY OF NEWPORT BEACH
STD-511-L, STD 510-L-C AND STD-508-L
W-5385-SCITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
www.tetratech.com
17885 Von Karman Ave, Suite 500
Irvine, California 92614
Phone: (949) 809-5000 Fax: (949) 809-5010
BI
D
S
E
T
ALLEYS SOUTH OF BALBOA BOULEVARD
BETWEEN 27TH STREET AND 25TH STREET
C-7631-2
C-106
EKMMWT
TLE
0
SCALE:
10' 20'40'
1" = 20'
N
NOTES:
1. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES & CONNECTION POINTS
2. MINIMUM COVER OVER THE PIPELINE SHALL BE 36 INCHES.
3. PAVEMENT AND PCC REPLACEMENT AND PIPELINE TRENCH SHALL BE PER DTL 1 & 2 ON SHT C-505 PROTECT IN
4. PLACE EXIST THRUST BLOCKS.
5. CONTRACTOR SHALL REMOVE ACP PIPE TO NEAREST JOINT (CUTTING OF ACP IS PROHIBITED) CONTRACTOR SHALL
BE RESPONSIBLE FOR PROPER IDENTIFICATION, REMOVAL AND DISPOSAL OF THE ACP AS HAZARDOUS MATERIAL.
6. OVERHEAD LINES CROSS ALLEY THROUGHOUT AND ARE NOT SHOWN ON PLANS FOR CLARITY. PROTECT IN PLACE
EXISTING OVERHEAD LINES DURING CONSTRUCTION.
7. PROTECT IN PLACE ALL POWER POLES
8. CONTRACTOR SHALL RESTRIPE ANY LANE LINES REMOVED FROM BALBOA BLVD.
9. CONTRACTOR SHALL HIGHLINE FROM FIRE HYDRANTS TO MAINTAIN SERVICE WITHIN ALLEYS
·ALLEY 307 & ALLEY 300-H FROM HYDRANT AT NORTH CORNER OF 26TH ST / OCEANFRONT (APPROX 80 FT)
·ALLEY 306 & ALLEY 300-I FROM HYDRANT AT NORTH CORNER OF 25TH ST / OCEANFRONT (APPROX 80 FT)
10. REMOVE ABANDONED UTILITIES WITHIN PROPOSED ALIGNMENT. REMOVE ABANDONED UTILITIES IF PROPOSED
TRENCH ENCROACHES INTO ABANDONED UTILITY TRENCH WALL.
11. HYDRANT TO BE USED FOR HIGHLINE, REPLACEMENT OF HYDRANT MAY BE BEFORE OR AFTER HIGHLINE.
12. REUSE CUT-IN VALVE IN NEW CONSTRUCTION.
MA
T
C
H
L
I
N
E
SE
E
S
H
T
C
-
1
0
5
MA
T
C
H
L
I
N
E
SE
E
S
H
T
C
-
1
0
7
RECORD DRAWINGS
These Record Drawings have been prepared based on information submitted, In, part, by
others. While this information is believed to be reliable, Tetra Tech is not responsible for
its accuracy, nor for errors or omissions which may have been incorporated into these
plans as a result.
1/2021 RECORD DRAWINGS MWT1
1
1
1
1
------------
------
I--
I 00
18
IC)
le 00
I--
1° oo
I--- -
I 00
10
I
10
I
lcoo
10
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10
00
L
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I
cl
cl
_J
I
00°1
I
I
01
_J
I
01
I
oocl
I
I
01
_J
01
-·-l --------------
--M--+~-+--0 ---~ -=--::..:..=::+-1-1 ----=~===3--
00--
00-----✓
00----_/
:c oo-----__,,
oo----~
oo----
0
0
0
0
0
0
0
0 0
0
0 0
0
0
0 0 0
0
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0 ~ 0 ..,
' N
m ~ ~ ~
i" "' N
0 z «
t;; w
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~ ~ CD
0 "' ;;:
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r,1=~~1-===-~_L____:_lj_~~~;::-----r~o/~-=-J__[::::::::~=====~=========~==~===========J===~!RERE:viiv1E'WiWEi:D,----1--:-::=-:-:=-=-=~=-=--------------J! 11: TETRA TECH I NEWPORT PIER AREA WATER MAIN REPLACEMENT '
·s
19
~D:ESl:GN:ED=: =f:DR:AW~N:===tb,.~~~=~~==h~~::=:==================J::::::::::::J MICHAEL J. SINACORI, i------------------.-------_Jt I CHECKED: DATE RCE 46214 .'1, 'ocr 2019 NO. DATE DESCRIPTION OF REv1SI0NS APPROVED ASSISTANT CITY ENGINEER SHEET ! 0
UE
UE
UE
UE
6''
W
6''
W
6''
W
6''
W
6''W
6''W
6''W 6''W 6''W 6''W
2''G
2''G
2''
G
2''
G
2''
G
UT
UT
2''
W
(
A
B
A
N
)
2''
W
(
A
B
A
N
)
2''
W
(
A
B
A
N
)
2''
W
(
A
B
A
N
)
2''G 2''G 2''G 2''G
UT
UT
UE
UE
UE
UE
UE
UE
UE
UE
UE
GM GM
GM
GM
GMGMGM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM GM GM GM GM
GM
GM
GM
GM
GM
GM
GM
GM
1/2''G
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
GM
UE
UE
UE
UE
6''W
8''
S
S
8''
S
S
8''S
S
8''
S
S
8''
S
S
UT
UT
UT
UT
UT
2''W
(
A
B
A
N
)
2''
W
(
A
B
A
N
)
2''
W
(
A
B
A
N
)
2''W
(
A
B
A
N
)
2''
G
2''
G
2''
G
2''
G
2''
G
6''
W
6''
W
6''
W
6''W
6''
W
6''
W
6''
W
8''SS 8''SS 8''SSUTUTUT2''G 2''G 2''G
FO FO FO FO
FO
FO
FO
12''W
12''W
12''W
12''W
12''W
12''W
12''W
12''W
8''W(AB
A
N
)
8''W(ABA
N
)
8''W(AB
A
N
)
8''W(AB
A
N
)
8''W(AB
A
N
)
8''W(ABAN)8''W(ABAN)
8''S
S
8''
S
S
8''
S
S
8''S
S
8''
S
S
8''
S
S
8''
S
S
8''S
S
8''
S
S
8''
S
S
8''S
S
8''
S
S
UE
UE
UE
UE
6''
W
UT
6''G
UT
8''SS 8''SS 8''SS 8''SSUTUTUTUT
CO
OE
OT OT OT OT OT OT
WM
WM
WM
WMWMCOCO
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
OT
OT
OT
OT
OT
WM WM WM WM
CO
CO
CO
CO
CO
CO
CO
OT
OT
OT
OT
OT
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM
WM WM WM WM WM WM
WM
CO
CO
CO
6''W 6''W 6''W
47+00
48
+
0
0
49
+
0
0
50
+
0
0
51
+
0
0
52
+
0
0
53
+
0
0
54+
0
0
72+00 73+00 74+00 75+00
80+00
10
0
+
0
0
10
1
+
0
0
10
2
+
0
0
OCEAN FRONT ALLEY
25
T
H
S
T
R
E
E
T
24
T
H
S
T
R
E
E
T
25'
12'12'
4'8'8'4'
23
R
D
S
T
R
E
E
T
50'
25'25'
8'17'17'8'
9'
BALBO
A
B
O
U
L
E
V
A
R
D
10'
2'
10'
4'
R
C-002
S
C-002
T
C-002
30' L BUILDING ABOVE
OCEAN FRONT
ALLEY WITH 9'-2"
CLEARANCE
END CONSTRUCTION
STA 74+98. SEE NOTE 11.
STA 54+09±
END CONSTRUCTION
CONNECT TO EXIST 6" TEE
PER DTL 5 ON SHT C-503.
STA 50+13
END CONSTRUCTION
CONNECT TO EXIST 6"W (ACP)
PER DTL 4 ON SHT C-503
STA 47+00.00 (ALLEY 305)
= STA 71+96± (ALLEY 300-J)
BEGIN CONSTRUCTION
STA 51+00.00 (ALLEY 304)
= STA 73+94± (ALLEY 300-K)
BEGIN CONSTRUCTION
50
50
50
50
50
50
50
50
24
STA 74+79±
1" SERVICE CONNECTION
STA 74+18±
1" SERVICE
CONNECTION
STA 51+17±
1" SERVICE CONNECTION
STA 51+35±
1" SERVICE CONNECTION
STA 51+34±
1" SERVICE CONNECTION
STA 51+57±
1" SERVICE CONNECTION
STA 51+76±
1" SERVICE CONNECTION
STA 51+82±
1" SERVICE CONNECTION
STA 51+84±
1" SERVICE CONNECTION
STA 52+05±
1" SERVICE CONNECTION
STA 52+15±
1" SERVICE CONNECTION
STA 52+24±
1" SERVICE CONNECTION
STA 52+36±
1" SERVICE CONNECTION
STA 52+52±
1" SERVICE CONNECTION
STA 52+75±
1" SERVICE CONNECTION
STA 52+77±
1" SERVICE CONNECTION
STA 52+97±
1" SERVICE CONNECTION
STA 53+06±
1" SERVICE CONNECTION
STA 53+11±
1" SERVICE CONNECTION
STA 53+30±
1" SERVICE CONNECTION
STA 53+42±
1" SERVICE CONNECTION
STA 53+54±
1" SERVICE CONNECTION
STA 73+71±
1" SERVICE CONNECTION
STA 73+59±
1" SERVICE CONNECTION
STA 73+27±
1" SERVICE CONNECTION
STA 73+12±
1" SERVICE CONNECTION
STA 72+55±
1" SERVICE
CONNECTION
STA 72+22±
1" SERVICE CONNECTION
STA 72+14±
1" SERVICE CONNECTION
STA 71+80±
1" SERVICE CONNECTION
STA 71+39±
1" SERVICE CONNECTION
STA 47+06±
1" SERVICE CONNECTION
STA 47+18±
1" SERVICE CONNECTION
STA 47+37±
1" SERVICE CONNECTION
STA 47+40±
1" SERVICE CONNECTION
STA 47+55±
1" SERVICE CONNECTIONSTA 47+61±
1" SERVICE CONNECTION
STA 48+01±
1" SERVICE CONNECTION
STA 48+05±
1" SERVICE CONNECTION
STA 48+21±
1" SERVICE CONNECTION
STA 48+23±
1" SERVICE CONNECTION
STA 48+39±
1" SERVICE CONNECTION
STA 48+62±
1" SERVICE CONNECTION
STA 48+64±
1" SERVICE CONNECTION
STA 48+85±
1" SERVICE CONNECTION
STA 49+07±
1" SERVICE CONNECTIONSTA 49+16±
1" SERVICE CONNECTION
STA 49+43±
1" SERVICE CONNECTION
STA 49+45±
1" SERVICE CONNECTION
STA 49+56±
1" SERVICE CONNECTION
STA 49+63±
1" SERVICE CONNECTION
STA 49+84±
1" SERVICE CONNECTION STA 49+98±
1" SERVICE CONNECTION
22
15 24 26 48
STA 72+70±
FOR BIDDING PURPOSES:
ASSUME 2 PANELS OF
SIDEWALK, 10 LF OF
CURB & GUTTER.
SEE NOTE 10.
38 442526
50
REMOVE EXIST 6"W (ACP)
CONSTRUCT NEW 6"PVC
(C-900, CL 305, DR 14)
WITHIN SAME ALIGNMENT
REMOVE EXIST 6"W (ACP)
CONSTRUCT NEW 6"PVC (C-900, CL
305, DR 14) WITHIN SAME ALIGNMENT.
363336
31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31 29 31
29 31
29 31 29 31
29 312931
29 31
29 31
29 31
29 31
29 31 29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 312931
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
29 31
24 2615 48
29 31
128
126
124
122 1/2
122
120B
120A
118B
118A
116
114
112
110 1/2
110
108 1/2
108
106 1/2
106 107
109
111
113
113 1/2
115
115 1/2
117
119
121
123
125
127
129 126 1/2
126
124B
124A
122B
122A
120 1/2
120
118 1/2
118
116 1/2
116
114 1/2
114
112
110 1/2
110
108 1/2
108
106A
106B
23
0
7
23
0
9
23
0
1
125
123
119
117
115
111
109
23
0
0
23
0
2
23
0
4
23
0
6
23
0
8
A
23
0
8
B
23
1
0
23
1
2
23
1
4
23
1
4
1
/
2
24
0
0
24
0
224
0
4
24
0
6
24
0
8
24
1
0
STA 71+66±
1" SERVICE CONNECTION
50
AL
L
E
Y
3
0
5
AL
L
E
Y
3
0
4
ALLEY 300-J
ALLEY 300-K
STA 51+34±
1" SERVICE CONNECTION2931
39 THRU DRIVEWAY
39THRU DRIVEWAY
STA 50+11±24
STA 53+95±2611
50
HYDRANT TO BE USED
FOR HIGHLINE
39APPROX 1200 SF
39APPROX 1200 SF
HYDRANT
TO BE
USED FOR
HIGHLINE
29 31
29
3129
47
47
45
STA 72+65±
SEE NOTE 1122
STA 75+04.95 (ALLEY-K)
= STA 100+00.00 (23RD ST)
SEE SHT C-108 FOR
CONTINUATION
20
15 37
29 31
STA 51+21±
4" FDC 56
STA 74+18±
2" SERVICE CONNECTION
29 35
20
24
CONSTRUCTION NOTES
3 CONSTRUCT 6" PVC DR 14 CL 305 AWWA C-900
26 CONSTRUCT THRUST BLOCK PER CITY OF NEWPORT BEACH
STD-510-L-A AND STD-510-L-B
29 CONSTRUCT SERVICE LATERAL, RECONNECT PER DTL 4 ON SHT C-505
31 INSTALL 1" SERVICE AND CONNECT TO EXIST SERVICE PER CITY OF
NEWPORT BEACH STD-502-L, SADDLE SHALL BE FORD 202BS
36 TRENCH SECTION PER DTL 2 ON SHT C-505
39 PAVEMENT RESTORATION SHALL BE TRENCH WIDTH ONLY WITH 4"
THICK OF FINE HOT MIX ASPHALT CONCRETE FLUSH WITH ADJACENT
EXISTING CONCRETE OR AC.
50 PROTECT IN PLACE EXIST POWER POLE
25 INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH
STD-500-L
38 REMOVE AND REPLACE EXIST SIDEWALK TO NEAREST JOINT PER CITY
OF NEWPORT BEACH STD-180-L
44 REMOVE AND DISPOSE EXIST FIRE HYDRANT
24 INSTALL 6" GATE VALVE AND VALVE BOX PER CITY OF NEWPORT BEACH
STD-511-L AND STD-510-L-C
15 INSTALL 6" DI TEE (MJ x FLG)
22 INSTALL 6" CUT-IN GATE VALVE (MJ) AND BOX PER CITY OF NEWPORT
BEACH STD-511-L, STD-510-L-C AND STD-508-L
11 6" DI 11.25 DEGREE BEND
35 INSTALL 2" SERVICE AND CONNECT TO EXIST. SERVICE PER CITY OF
NEWPORT BEACH STD-503-L, SADDLE SHALL BE FORD 202BS
47 CUT AND PLUG PER DTL 3 ON SHT C-505
48 REMOVE AND DISPOSE EXIST VALVE BOX PER SPECIFICATIONS
45 REMOVE AND DISPOSE INTERFERING PORTIONS OF PIPE
20 INSTALL 6" TRANSITION COUPLING
37 REMOVE AND REPLACE EXIST CURB AND/OR CURB AND GUTTER TO
NEAREST JOINT PER CITY OF NEWPORT BEACH STD-182-L
56 4" FDC. PROVIDE 6" x 4" TEE (MJ x FLG), 4" GATE VALVE
(FLG x MJ), 4" DIP AND CONNECT TO FDC PIPING
W-5385-SCITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
www.tetratech.com
17885 Von Karman Ave, Suite 500
Irvine, California 92614
Phone: (949) 809-5000 Fax: (949) 809-5010
BI
D
S
E
T
ALLEYS SOUTH OF BALBOA BOULEVARD
BETWEEN 25TH STREET AND 23RD STREET
C-7631-2
C-107
EKMMWT
TLE
0
SCALE:
10' 20'40'
1" = 20'
N
NOTES:
1. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES &
CONNECTION
2. MINIMUM COVER OVER THE PIPELINE SHALL BE 36 INCHES.
3. PAVEMENT AND PCC REPLACEMENT AND PIPELINE TRENCH SHALL BE PER DTL 1 & 2 ON SHT C-505 AND
PER CITY OF NEWPORT BEACH STANDARDS. PCC REPLACEMENT WITHIN ALLEYS SHALL BE FULL
WIDTH OF ALLEY, CONTRACTOR SHALL REPLACE FULL PANELS OF IMPACTED CONCRETE PAVEMENT.
LIMITS OF REMOVAL AND REPLACEMENT SHOWN ON PLANS.
4. PROTECT IN PLACE EXIST THRUST BLOCKS.
5. CONTRACTOR SHALL REMOVE ACP PIPE TO NEAREST JOINT (CUTTING OF ACP IS PROHIBITED)
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER IDENTIFICATION, REMOVAL AND DISPOSAL OF
THE ACP AS HAZARDOUS MATERIAL.
6. OVERHEAD LINES CROSS ALLEY THROUGHOUT AND ARE NOT SHOWN ON PLANS FOR CLARITY.
PROTECT IN PLACE EXISTING OVERHEAD LINES DURING CONSTRUCTION.
7. PROTECT IN PLACE ALL POWER POLES.
8. CONTRACTOR SHALL RESTRIPE ANY LANE LINES REMOVED FROM BALBOA BLVD.
9. CONTRACTOR SHALL HIGHLINE FROM FIRE HYDRANTS TO MAINTAIN SERVICE WITHIN ALLEYS.
·ALLEY 305 & ALLEY 300-J FROM HYDRANT AT NORTH CORNER OF 24TH ST / OCEANFRONT
(APPROX 80 FT)
·ALLEY 304 & ALLEY 300-K FROM HYDRANT 60 FT NORTHEAST OF 23RD ST / OCEANFRONT
(APPROX 160 FT)
10. HYDRANT TO BE USED FOR HIGHLINE, REPLACEMENT OF HYDRANT MAY BE BEFORE OR AFTER
HIGHLINE.
11. REUSE CUT-IN VALVE IN NEW CONSTRUCTION.
MA
T
C
H
L
I
N
E
SE
E
S
H
T
C
-
1
0
6
REMOVE EXIST 6" W (ACP)
RECONSTRUCT 6"W (PVC, DR 14,
CL 305) WITHIN SAME ALIGNMENT
3 36
RECORD DRAWINGS
These Record Drawings have been prepared based on information submitted, In, part, by
others. While this information is believed to be reliable, Tetra Tech is not responsible for
its accuracy, nor for errors or omissions which may have been incorporated into these
plans as a result.
1/2021 RECORD DRAWINGS MWT1
·---------"---
cCD
-
C)
,cm
I
~C)--
I C) CD---~-~1
, CD-------"=d-im,tl"~~
CD-----
'C
} CD
I CD----______:::::::::i
c_l\l'l:t-ht'~'bi,/c,cb<~-1 -CD,-----
~-----OJ
CD
01
----l
01
----l
C) I
C)
C)----l
cl
----l
00°1
-----
C)
C)
,-
IC)
le ,-
I C)
C)
I
I
le
iC
le
~
CD
CD
CD----c.,/
~.
CD----~
-
C)
C) CD---------""
C) CD----
CD-----
C)
\ ----I
--I --_,/
0 0
CD
C)
CD
C)
C)
I
I _J
l7 I I I I
1-j I I
L 1 I
17
r-
0
0
0
0
0
0
0
0
0 0
0
0
0
0
0
0 0
0
0 0
~) :, « I "->' "j I Ul «
! ~ w lo Ul
0 "' "' N
0 z « t;; w lo Ul
'° "' N
~ ~ CD
0 "' ;;:
"j ::, 0 CD
« 0 "l « CD
"-0
'° ::, 0 Ul
:;
' i ]
'.;J-o « ;,-
0 1 J----1 _o___,o 1, -I
r~=~--'---'-___!__!~-7~~~;:::--F~r--...:...:::~I---l--t ~--_ -_ -_ 7-t-----~--_ --1_ -_ -_ -_ -_ ~--_ -_ -_ -_ -_ L_ -_ 11_ -_ -_ -_ ~_J-_ -_ JJ_JI 1~1 RERE~VIEWEWUD~: ----,-~-------------_Ji I "II: I TETRA TECH . NEWPORT PIER AREA WATER MAJN REPLACEMENT t
·s
6 MICHAEL J. SINACORI, i----------------,--------11
19 tcc:HiHE:CkcK:Ei:rn,, IDIDAITTTE~-P:4~=--+=------------1--__J RcE 46214 • ., 'ocr 2019 NO. DATE DESCRIPTION OF REv1SIONS APPROVED ASSISTANT CITY ENGINEER f-S-HE-ET-----1[ 0
DESIGNED: DRAWN:
75
+
0
0
80
+
0
0
100+00 101+00 102+00
2''
G
UE
UE UE UEUE
GM
6''
W
FO
FO
12
'
'
W
12
'
'
W
8''W
(
A
B
A
N
)
8''W
(
A
B
A
N
)
8''SS 8''SS 8''SS 8''SS 8''SS 8''SS
UE UE UE UE
6''W UT
6''G 6''G UT
8''S
S
6''
G
8''
S
S
UT
CO
OE
WM
WM
U
C-002
111 117
119
125
2301
2233
109
115
123
2309
2214 1/22214
2300
2302
STA 100+50± UNDER 4" UT
COVER = 3'±, ASSUMED
STA 100+59.00
FOR BIDDING PURPOSES:
ASSUME 2 PANELS OF
SIDEWALK, 10 LF OF
CURB & GUTTER. SEE
NOTE 10.
23RD STREET
AL
L
E
Y
BA
L
B
O
A
B
O
U
L
E
V
A
R
D
OC
E
A
N
FR
O
N
T
AL
L
E
Y
(3
0
0
-
K
)
10'
50
'
25
'
25
'
17
'
17
'
8'
8'
4'
STA 102+81±
END CONSTRUCTION
CONNECT TO 12"W (ACP)
PER DTL 6 ON SHT C-503
STA 102+75.00
STA 100+45.00 (23RD ST)
= STA 80+00.00 (ALLEY 300-L)
STA 100+00.00 (23RD ST)
= STA 75+04.95 (ALLEY 300-K)
45
47
46
48
50
2 36
268
1 49CONSTRUCT 8" PVC
(C-900, CL 305, DR 14)
14 26
STA 102+57± UNDER FO
(COVER = 3'±, ASSUMED)
STA 102+48± OVER 4"SS
(COVER = 6.5'±)
STA 102+32± OVER 4"SS
(COVER = 6.5'±)
STA 102+02± OVER 4"SS
(COVER = 6.5'±)
STA 101+56± OVER 4"SS
(COVER = 7'±)
STA 101+51± OVER 4"SS
(COVER = 7'±)
STA 101+37± OVER 4"SS
(COVER = 7'±)
STA 101+06± OVER 4"SS
(COVER = 7'±)
STA 100+79± OVER 4"SS
(COVER = 7'±)
STA 100+31± OVER 4"SS
(COVER = 7'±)
45
47
47
SEE SHT C-107 FOR
CONTINUATION
STA 80+10±
STA 80+05.006
52
48
14 23 26
25 26 36 44
37
50
50
50
6
30
0
-
L
STA 80+13±
CONNECT TO 8" W (ACP)
PER DTL 7 ON SHT C-503
STA 100+48± UNDER 8"W
(COVER = 2.5'±)
20
APPROX 1700 SF 40
1438
1
3
4 5
2
26
2.5'
9'
STA 100+73± OVER 4"SS
(COVER = 7'±)
26
24
9
9 22
CONSTRUCTION NOTES
2 CONSTRUCT 8" PVC DR 14 CL 305 AWWA C-900
12 INSTALL 12"x8" DI TEE (MJ x FLG)
13 INSTALL 8" DI TEE (MJ x FLG)
23 INSTALL 8" GATE VALVE AND VALVE BOX PER CITY OF NEWPORT BEACH
STD-511-L AND STD-510-L-C
25 INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH
STD-500-L
26 CONSTRUCT THRUST BLOCK PER CITY OF NEWPORT BEACH
STD-510-L-A AND STD-510-L-B
36 TRENCH SECTION PER DTL 2 ON SHT C-505
44 REMOVE AND DISPOSE EXIST FIRE HYDRANT
45 REMOVE AND DISPOSE INTERFERING PORTIONS OF PIPE
46 ABANDON EXIST PIPE, FILL WITH SLURRY
47 CUT AND PLUG PER DTL 3 ON SHT C-505
48 REMOVE AND DISPOSE EXIST VALVE BOX PER SPECIFICATIONS
50 PROTECT IN PLACE EXIST POWER POLE
1 CONSTRUCT 12" PVC DR 14 CL 305 AWWA C-900
6 INSTALL 8" DI 45 DEGREE BEND
18 INSTALL 12" TRANSITION COUPLING
19 INSTALL 8" TRANSITION COUPLING
37 REMOVE AND REPLACE EXIST CURB AND/OR CURB AND GUTTER TO
NEAREST JOINT PER CITY OF NEWPORT BEACH STD-182-L
40 FINAL STREET PAVING FOR EXISTING AC STREET SHALL BE TRENCH
WIDTH ONLY WITH 6" THICK OF HOT MIX ASPHALT CONCRETE (1 1/2"
FINE MIX AC / 4 1/2" BASE COURSE AC). AC SHALL BE PLACED FLUSH
WITH EXISTING UNDISTURBED PAVEMENT.
14 INSTALL 8"x6" DI TEE (MJ x FLG)
38 REMOVE AND REPLACE EXIST SIDEWALK TO NEAREST JOINT PER CITY
OF NEWPORT BEACH STD-180-L
41 REMOVE AND REPLACE BRICK PAVER IN KIND
52 8" BLIND FLANGE
24 INSTALL 6" GATE VALVE AND VALVE BOX PER CITY OF NEWPORT BEACH
STD-511-L AND STD-510-L-C
9 INSTALL 6" DI 45 DEGREE BEND
20 INSTALL 6" TRANSITION COUPLING
49 8" HOT TAP
8 INSTALL 8" DI 11.25 DEGREE BEND
BEARING TABLE
BEARING DISTANCE ALIGNMENT
1 N 56°13'40"E 275.00'23RD STREET
2 N 74°34'52"E 6.00'23RD STREET
3 N 33°45'44" W 5.00'ALLEY 300-L
4 N 78°45'51"W 4.76'ALLEY 300-L
5 N 33°45'51"W 3.00'ALLEY 300-L
W-5385-SCITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
www.tetratech.com
17885 Von Karman Ave, Suite 500
Irvine, California 92614
Phone: (949) 809-5000 Fax: (949) 809-5010
BI
D
S
E
T
23RD STREET
C-7631-2
C-108
EKMMWT
TLE
0
SCALE:
10' 20'40'
1" = 20'
N
NOTES:
1. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES.
2. MINIMUM COVER OVER THE PIPELINE SHALL BE 36 INCHES.
3. PAVEMENT AND PCC REPLACEMENT AND PIPELINE TRENCH SHALL BE PER DTL 1 & 2 ON SHT D-501.
4. PROTECT IN PLACE EXIST THRUST BLOCKS.
5. CONTRACTOR SHALL REMOVE ACP PIPE TO NEAREST JOINT (CUTTING OF ACP IS PROHIBITED)
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER IDENTIFICATION, REMOVAL AND DISPOSAL
OF THE ACP AS HAZARDOUS MATERIAL.
6. OVERHEAD LINES CROSS ALLEY THROUGHOUT AND ARE NOT SHOWN ON PLANS FOR CLARITY.
PROTECT IN PLACE EXISTING OVERHEAD LINES DURING CONSTRUCTION.
7. PROTECT IN PLACE ALL POWER POLES.
8. CONTRACTOR SHALL RESTORE STRIPING WITHIN 23RD ST AND BALBOA BLVD. RESTRIPE
CROSSWALK FOR THE ENTIRE INTERSECTION IF ANY PORTION OF THE EXISTING CROSSWALK
STRIPING IS IMPACTED BY THE WORK. SEE GENERAL NOTE NO 32 ON G-002.
9. IF ANY TRAFFIC LOOPS ARE DAMAGED AND/OR IMPACTED. THE ENTIRE SEST OF LOOPS FOR THAT
RUN SHALL BE REPLACED PER GENERAL NOTE NO 31 ON SHEET G-002.
10. HYDRANT TO BE USED FOR HIGHLINE. REPLACEMENT OF HYDRANT MAY BE BEFORE OR AFTER
HIGHLINE.
RECORD DRAWINGS
These Record Drawings have been prepared based on information submitted, In, part, by
others. While this information is believed to be reliable, Tetra Tech is not responsible for
its accuracy, nor for errors or omissions which may have been incorporated into these
plans as a result.
1/2021 RECORD DRAWINGS MWT1
1
6 1:
C)
---------
C)
C) I L__
IC) C)
◊
0 0
0
CJ
0 0
0
0
0
0
0
0
0
0
0
0 0 0
0
0
0
0
0
~
~ ~
".l C: 0 "' a_
~ «
z ~
t;; w i'c V)
0 "' "' N
15
' i ]
'.;J-o « ;,-
0 g
' "' " :;i 0
1~1==~1--------,-:::::;~~:::----pooo/t----1==i=====i=========================c==~7RiRE~VIEEWWEEDD:--,---,--:-:-=:-----------------Ji 11: TETRA TECH I NEWPORT PIER AREA WATER MAIN REPLACEMENT '
·s
6 MICHAEL J. SINACORI, i----------------,--------11
19 tcc:HiHE:CkcK:Ei:rn,, IDIDAITTTE:---P:4----::-:::::--+=------------1--_J RcE 46214 _., 'ocr 2019 NO. DATE DESCRIPTION OF REv1SIONS APPROVED AS~STANT CITY ENGINEER f-S-HE-ET-----1[ 0
DE~GNED: DRAWN:
200
+
0
0
201+00
202+00 203+00
204+00 205+00
94
+
0
0
20
5
+
0
0
21
0
+
0
0
x
x
x
x
x
UE
8''
S
S
8''
S
S
8''S
S
8''SS ABA
N
8''SS AB
A
N
8''SS ABA
N
8''SS 8''SS 8''SS12''SS 12''SS 12''SS 12''SS
8''W
8''W
8''W
8''W
8''W
8''W
8''W
8''W(ABAN)
18''SD
18''SD
18''SD
18''S
D
(
A
B
A
N
)
36''S
D
36''SD
36''SD
36''SD
36''SD
21''SD
21''SD
1
8
'
'
S
D
8'
'
S
S
8''SS
8''SS
2''G
2''G
GM
GM
GM
2''G
2''G
6''G 6''G 6''G 6''G
6''G
6''G 6''G 6''G
6''
G
6''
G
GM
GM
2''G
2''G
2''G
2''G
6''G
6''G
6''G
6''G
UE
UE
UE
3/4
'
'
G
3/4
'
'
G
GM
GM
GM
GM
GM
GM
GM
GM
2''G
2''
G
UE
UE
UE
UE
GM
GM
GM
GM
GM
8''W
8''W
6''
W
8''W
6''
W
8''W 8''W 8''W 8''W 8''W 8''W 8''W
24''S
D
24''S
D
24''S
D
18''SD(ABAN)18''SD(ABAN)
UE
WM
UE
CO CO
COCO
WM
WM
UE
WM
WM OT
18
"
S
D
6''
W
(
A
B
A
N
)
12''SS
UT
UE UE UE
UE
UT UT
UE
UT
UE UE UE UE UE
UT
UE
UE
UT
UT UT
UT
UT
UT
UT
UTV
UT
U
T
UT
UT
UT
UT
UT
UE
UTV
4''SS ABAN 4''SS ABAN
GM
2''
G
WM
WM
WM
CONSTRUCT 6" PVC
B
C-002RIV
E
R
AV
E
N
U
E
BALBOA BOULEVARD
46
T
H
S
T
R
E
E
T
CHA
N
N
E
L
P
L
A
C
E
4'
18
'
STA 200+33± UNDER 4-4" UT
(COVER = 2.5'±)
STA 200+21± UNDER 3-5" UE
(COVER = 2.5'±)
STA 203+ 98.9± OVER 8"SS
(COVER = 5.5'±)
STA 204+10.9± UNDER 8"W
(COVER = 2.5'±)
STA 204+51.2± UNDER 4"
UT
(COVER = 2.5'±)
STA 240+20.1± OVER 13-4" UT
(COVER = 4'±)
STA 204+96.2± OVER 2"G
(COVER = 4'±)
OVER 13-4" UT
(COVER = 4'±)
STA 205+8.6± UNDER 1-1/4" UE
(COVER = 2'±)
STA 200+28 UNDER 17-4" UT
(COVER = 2.5'±)
STA 201+17± OVER 2" G
(COVER = 4'±)
STA 210+37± UNDER 16-4" UT
(COVER = 2.5'±)
STA 200+91±
UNDER 24"SD
(COVER = 2.5'±)
STA 200+96±
UNDER 8"W
(COVER = 2.5'±)
STA 210+8± OVER 12" SS
(COVER = 7.5'±)
STA 202+80.2±
UNDER 1-3" UE
(COVER = 2.5'±)
STA 202+91.7±
UNDER 1-1/4" UE
(COVER = 3'±)
STA 203+ 12.7± OVER 6" SS
(COVER = 6'±)
STA 203+57.8± OVER 36" SD
(COVER = 2.5'±)
18" COVER WITH SLURRY
BACKFILL
STA 240+28.9± UNDER 3" UE
(COVER = 3'±)
STA 203+02± OVER 6" SS
(COVER = 6'±)
STA 200+14± UNDER UTV
(COVER = 3'±, ASSUMED)
RIVE
R
A
V
E
N
U
E
STA 204+98.9± UNDER 5"
UE
(COVER = 2.5'±)
STA 200+40± OVER 12" SS
(COVER = 8'±)
STA 203+57±
OVER 12" SS
(COVER = 6'±)
STA 200+ 68± UNDER 4'-4"
(COVER = 2.5'±)
STA 200+00.00
BEGIN CONSTRUCTION
CONNECT TO EXIST 8"W GV
PER DTL 4 ON C-504
STA 200+50.00265
STA 201+05.04268
STA 210+48±
FOR BIDDING PURPOSES:
ASSUME 2 PANELS OF
SIDEWALK, 10 LF OF
CURB & GUTTER
STA 210+53±
END CONSTRUCTION
CONNECT TO EXIST 6"W
GV PER DTL 1 ON C-504
25 26 38 44
STA 202+78.2± (BALBOA BLVD)
=STA 94+72.1± (ALLEY 327) SEE
SHT C-110 FOR CONTINUATION
STA 204+19± 204+14.4±
(BALBOA BLVD)
= STA 230+00.00
BEGIN CONSTRUCTION
STA 203+48.6 6 26
STA 230+22.23±
END CONSTRUCTION
CONNECT TO EXIST 8" W (ACP)
PER DTL 5 ON SHT C-504
STA 204+95.2± (BALBOA BLVD)
= STA 240+00.00 (ALLEY 326)
BEGIN CONSTRUCTION
STA 201+78.8± (BALBOA BLVD)
= STA 210+00.00 (46TH ST)
BEGIN CONSTRUCTION
STA 201+19.28 (BALBOA BLVD)
= STA 205+00.00
BEGIN CONSTRUCTION
STA 205+22.6'±
OVER 2" G
(COVER = 4'±)
STA 205+27±
END CONSTRUCTION
CONNECT TO EXIST 8"W (ACP)
PER DTL 6 ON C-504
STA 205+22.56
STA 201+56.8±
UNDER 4-5" UE
(COVER = 2.5'±)268
STA 205+23±
END
CONSTRUCTION
ASSUME 10 LF OF
CURB & GUTTER, 10
SF OF
LANDSCAPING
25 26
36 37
AL
L
E
Y
3
2
7
38
AL
L
E
Y
3
2
8
AL
L
E
Y
3
2
6
CONSTRUCT 8" PVC2
14
26
STA 203+73.006
CONSTRUCT 8" PVC
13 23 26
44 52
20
STA 240+36.0±
END CONSTRUCTION
CONNECT TO EXIST 6" W GV
PER DTL 3 ON SHT C-504
A
C-002
2313 26
26
14 24
19
STA 200+32±
EXIST MEDIAN
FOR BIDDING
PURPOSES:
ASSUME 5 LF
OF CURB
4337
STA 200+35±
EXIST MEDIAN
FOR BIDDING PURPOSES:
ASSUME 5 LF OF CURB
4337
3723
24
47
STA 201+64.2±
OVER 6" G
(COVER = 4' ±)
47
15 37 38
STA 210+18.04 55
26
14 42
12
36
11
10
20
21
13
25
14
15 40
41
30
26
STA 201+89.00 54 26
47
STA 230+18.90± 230+12.60±266
47
20
24
2
4820
3 STA 204+65±
1" SERVICE CONNECTION
29 31
146 A-B
4601
133
132
132 1/2
135 135 1/2 132 132 1/2
133 1/2
133
4410
4419 A-B
4506
4506 1/2
4508
4508 1/2
4510
STA 201+40±
1" SERVICE CONNECTION3129
40 APPROX 3700 SF
23
STA 240+33.3±
1" SERVICE CONNECTION29 31
STA 210+45.3±
1" SERVICE CONNECTION 3129
STA 210+45.3±
2" SERVICE CONNECTION 3129
CONSTRUCTION NOTES
2 CONSTRUCT 8" PVC DR 14 CL 305 AWWA C-900
3 CONSTRUCT 6" PVC DR 14 CL 305 AWWA C-900
5 INSTALL 8" DI 90 DEGREE BEND
6 INSTALL 8" DI 45 DEGREE BEND
13 INSTALL 8" DI TEE (MJ x FLG)
14 INSTALL 8"x6" DI TEE (MJ x FLG)
23 INSTALL 8" GATE VALVE AND VALVE BOX PER CITY OF NEWPORT BEACH
STD-511-L AND STD-510-L-C
25 INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH
STD-500-L
26 CONSTRUCT THRUST BLOCK PER CITY OF NEWPORT BEACH
STD-510-L-A AND STD-510-L-B
19 INSTALL 8" TRANSITION COUPLING
20 INSTALL 6" TRANSITION COUPLING
21 INSTALL 8" CUT-IN GATE VALVE (MJ) AND BOX PER CITY OF NEWPORT
BEACH STD-511-L, STD-510-L-C AND STD-508-L
24 INSTALL 6" GATE VALVE AND VALVE BOX PER CITY OF NEWPORT BEACH
STD-511-L AND STD-510-L-C
15 INSTALL 6" DI TEE (MJ x FLG)
8 INSTALL 8" DI 11.25 DEGREE BEND
29 CONSTRUCT SERVICE LATERAL, RECONNECT PER DTL 4 ON SHT C-505
INSTALL 1" SERVICE AND CONNECT TO EXIST SERVICE PER CITY OF
BEARING / DISTANCE
TABLE
10
11
12
13
14
15
20
21
25
30
35
36
BEARING
S 71°11'47" W
S 22°48'13" E
S 31°22'09" E
S 36°20'33" E
S 8°39'27" W
S 36°18'55" E
S 58°37'51" W
S 53°41'02" W
S 53°40'30" W
S 53°41'05" W
N 58°37'51" E
S 73°23'13" E
LENGTH
50.00'
54.00'
85.00'
160.00'
24.00'
152.00'
18.04'
35.40'
358.43'
36.00'
22.56'
5.00'
ALIGNMENT
BALBOA BLVD
BALBOA BLVD
BALBOA BLVD
BALBOA BLVD
BALBOA BLVD
BALBOA BLVD
46TH STREET
46TH STREET
ALLEY 327
ALLEY 326
RIVER AVE
RIVER AVE
36 TRENCH SECTION PER DTL 2 ON SHT C-505
37 REMOVE AND REPLACE EXIST CURB AND/OR CURB AND GUTTER TO
NEAREST JOINT PER CITY OF NEWPORT BEACH STD-182-L
44 REMOVE AND DISPOSE EXIST FIRE HYDRANT
45 REMOVE AND DISPOSE INTERFERING PORTIONS OF PIPE
47 CUT AND PLUG PER DTL 3 ON SHT C-505
38 REMOVE AND REPLACE EXIST SIDEWALK TO NEAREST JOINT PER CITY
OF NEWPORT BEACH STD-180-L
43 REMOVE AND REPLACE EXIST CONCRETE MEDIAN IN KIND PER CITY OF
NEWPORT BEACH STANDARDS
42 REMOVE AND REPLACE LANDSCAPING IN KIND
54 8" PVC C-900 HIGH DEFLECTION COUPLING
55 6" PVC C-900 HIGH DEFLECTION COUPLING
48 REMOVE AND DISPOSE EXIST VALVE BOX PER SPECIFICATIONS
52 8" BLIND FLANGE
CONSTRUCT SERVICE LATERAL, RECONNECT PER DTL 4 ON SHT C-505
31 INSTALL 1" SERVICE AND CONNECT TO EXIST SERVICE PER CITY OF
NEWPORT BEACH STD-502-L, SADDLE SHALL BE FORD 202BS
40 FINAL STREET PAVING FOR EXISTING AC STREET SHALL BE TRENCH
WIDTH ONLY WITH 6" THICK OF HOT MIX ASPHALT CONCRETE (1 1/2"
FINE MIX AC / 4 1/2" BASE COURSE AC). AC SHALL BE PLACED FLUSH
WITH EXISTING UNDISTURBED PAVEMENT.
35 INSTALL 2" SERVICE AND CONNECT TO EXIST. SERVICE PER CITY OF
NEWPORT BEACH STD-503-L, SADDLE SHALL BE FORD 202BS
W-5385-SCITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
www.tetratech.com
17885 Von Karman Ave, Suite 500
Irvine, California 92614
Phone: (949) 809-5000 Fax: (949) 809-5010
BI
D
S
E
T
BALBOA BLVD
C-7631-2
C-109
EKMMWT
TLE
0
SCALE:
10' 20'40'
1" = 20'
NNOTES:
1. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES &
CONNECTION POINTS.
2. MINIMUM COVER OVER THE PIPELINE SHALL BE 36 INCHES.
3. PAVEMENT AND PCC REPLACEMENT AND PIPELINE TRENCH SHALL BE PER DTL 1 & 2 ON SHT D-505
4. PROTECT IN PLACE EXIST THRUST BLOCKS.
5. CONTRACTOR SHALL REMOVE ACP PIPE TO NEAREST JOINT (CUTTING OF ACP IS PROHIBITED)
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER IDENTIFICATION, REMOVAL AND DISPOSAL OF
THE ACP AS HAZARDOUS MATERIAL.
6. OVERHEAD LINES CROSS ALLEY THROUGHOUT AND ARE NOT SHOWN ON PLANS FOR CLARITY.
PROTECT IN PLACE EXISTING OVERHEAD LINES DURING CONSTRUCTION.
7. PROTECT IN PLACE ALL POWER POLES.
8. CONTRACTOR SHALL RESTRIPE STRIPING WITHIN BALBOA BLVD. RESTRIPE CROSSWALKS FOR THE
ENTIRE INTERSECTION IF ANY PORTION IS IMPACTED BY THE WORK. SEE GENERAL NOTE NO. 32 ON
SHT G-002.
9. IF ANY TRAFFIC LOOPS ARE DAMAGED AND/OR IMPACTED, THE ENTIRE SET OF LOOPS FOR THAT RUN
SHALL BE REPLACED PER GENERAL NOTE 31 ON SHT G-002.
RECORD DRAWINGS
These Record Drawings have been prepared based on information submitted, In, part, by
others. While this information is believed to be reliable, Tetra Tech is not responsible for
its accuracy, nor for errors or omissions which may have been incorporated into these
plans as a result.
1/2021 RECORD DRAWINGS MWT1
1
C) C)
◊
0
0
0 0 0 0
0
0
0
0
0
0
0
0
0
0
0
C) C)
0
0
0
0
0
0
0
0
0
0
0 0
0
0
0
--------1------+----
C)
C)
& 0 N N
0 N ' 0 Q N
"' ~ ".l
C:
:;!
CL
0 z .,
z j
CL
0 "' ~ => 0 CD .,
0 "l .,
CD
"' 0 ' i ]
'.;J-o ., ;,-
0 g
' "' " :;i 0 I 0 0 N ~----------~~-----~-~f-----~~--~------------~-~-RE-VIE_WE_D,----~-N_E_W-PO-RT_P_IE_R_A_R_E_A_W_A_T_E_R_M_A_I_N_R_E_P_LA_C_E_M_E_N_T---1! I "R: I TETRA TECH I
A MICHAEL J. SINACORI, t-------------------~--------1.'1,
L...:l. RCE 46214 e DESIGNED: DRAWN:
19 CHECKED: DATE:OCT 2019 NO. DATE DESCRIPTION OF REvlSIONS APPROVED ASSISTANT CITY ENGINEER t--SH-EE-T------1~ ._ ________________________________________ ...._ ______________ ..... ________ .._ ___ ...__ .................. _ ...... ___ .._ _______________ ..... __ ..... ________ .._ _________________ ...._ _____ __,o
8'
'
S
S
A
B
A
N
8'
'
S
S
A
B
A
N
8'
'
S
S
A
B
A
N
12
'
'
S
S
12
'
'
S
S
12
'
'
S
S
12
'
'
S
S
36
'
'
S
D
36
'
'
S
D
36
'
'
S
D
2'
'
G
6''
G
6''
G
6''
G
6''
G
6''
G
GM
UE UE UE UE UE UE UE
3/4''G
3/4''G
GM
GM
GM
GMGM
GM
GM
GMGM
GMGM
GM
GM
GM
GM
GM
GM
GMGM
GM
GM
GMGM
GMGMGM
6''W 6''W 6''W 6''W 6''W 6''W
8''W
8''
W
8''
W
8''
W
2''W (ABAN)2''W (ABAN)2''W (ABAN)2''W (ABAN)2''W (ABAN)2''W (ABAN)
18" SD
6''W (ABAN)6''W (ABAN)6''W (ABAN)6''W (ABAN)6''W (ABAN)6''W 6''W
UT
UE
UE
UT
4''
S
S
A
B
A
N
4''
S
S
A
B
A
N
GM
2''G 2''G 2''G 2''G 2''G
WM
WM WM
WM
WM
WM WM WM WM
WMWM
WMWMWMWMWMWM
8'
'
W
(
A
B
A
N
)
8''
W
(
A
B
A
N
)
8'
'
W
(
A
B
A
N
)
CO
WM
WM
WM
CO
UT UT UT
1
1
/
2
'
'
G
1
1
/
2
'
'
G
1
1
/
2
'
'
G
UE
UE
UE
UT
UT
UT
8'
'
W
8'
'
W
8'
'
W
8''
W
RIVER A
V
E
N
U
E
90'
45'45'
37'37'8'8'
20
2
+
0
0
20
3
+
0
0
90+00 91+00 92+00 93+00 94+00
STA 90+57±
1" SERVICE CONNECTION
4510A
4510B
112
114 116 116 1/2 118 118 1/2 120 120 1/2 122 122 1/2 124B 124A 126 126 1/2 128B 128A 130 130 1/2 132 132 1/2
4504
4500
111
115A 116 1/2 117 119 121 121 1/2 123 123 1/2 125 125 1/2 127 129 129 1/2 131 133 135 135 1/24501
4503
4505
4507
4509
4511
31STA 90+65±
1" SERVICE CONNECTION
STA 90+61±
1" SERVICE CONNECTION
3129
3129
STA 91+01±
1" SERVICE CONNECTION3129
STA 91+50±
1" SERVICE CONNECTION 3129
STA 91+79±
1" SERVICE CONNECTION 3129
STA 91+85±
1" SERVICE CONNECTION 3129
STA 92+67±
1" SERVICE CONNECTION3129
STA 93+28±
1" SERVICE CONNECTION
STA 92+97±
1" SERVICE CONNECTION3129
3129
STA 93+56±
1" SERVICE CONNECTION
STA 93+60±
1" SERVICE CONNECTION
STA 93+63±
1" SERVICE CONNECTION
STA 93+91±
1" SERVICE CONNECTION
STA 93+94±
1" SERVICE CONNECTION
3129
3129
3129
3129
3129
5050
50
50
STA 90+02±
BEGIN CONSTRUCTION
CONNECT TO EXIST 6" GV
PER DTL 8 ON C-503
29
11STA 91+03±26
STA 91+12±11 26
V
C-002
S
E
A
S
H
O
R
E
D
R
STA 90+05±
THRU DRIVEWAY
ALLEY 327
APPROX
1100 SF
REMOVE EXIST 6"W (ACP)
CONSTRUCT NEW 6" PVC (C-900, CL
305 DR 14) WITHIN SAME ALIGNMENT
3 36
HYDRANT TO BE USED
FOR HIGHLINE
THRU DRIVEWAY
SEE SHT C-109 FOR
CONTINUATION
BA
L
B
O
A
B
L
V
D
STA 94+72.1± (ALLEY 327)
= STA 202+78.2± (BALBOA BLVD)
PROTECT IN PLACE
EXIST PALM TREE
REMOVE EXIST
TREE (3"Ø)
STA 94+65± OVER 12"SS
(COVER = 7'±)
STA 94+41± UNDER 36"SD
(COVER = 2'±)
STA 94+70±
EXIST MEDIAN
FOR BIDDING PURPOSES:
ASSUME 5 LF OF CURB
4337
STA 94+62
EXIST MEDIAN
FOR BIDDING
PURPOSES: ASSUME
5 LF OF CURB
4337
RIV
E
R
A
V
E
STA 94+25± UNDER 8"W
(COVER = 2.5'±)
39
STA 94+31± OVER 8"SS (ABAN)
REMOVE INTERFERING
POTION OF SEWER LINE
47
STA 94+23±
CONSTRUCT TEST BULKHEAD
DOWNSTREAM OF EXIST. 6" GV
TO PUT ALLEY 327 BACK IN
SERVICE
2826
48
STA 90+08±20
11 26
24
CONSTRUCTION NOTES
3 CONSTRUCT 6" PVC DR 14 CL 305 AWWA C-900
20 INSTALL 6" TRANSITION COUPLING
24 INSTALL 6" GATE VALVE AND VALVE BOX PER CITY OF NEWPORT BEACH
STD-511-L AND STD-510-L-C
26 CONSTRUCT THRUST BLOCK PER CITY OF NEWPORT BEACH
STD-510-L-A AND STD-510-L-B
29 CONSTRUCT SERVICE LATERAL, RECONNECT PER DTL 4 ON SHT C-505
31 INSTALL 1" SERVICE AND CONNECT TO EXIST SERVICE PER CITY OF
NEWPORT BEACH STD-502-L, SADDLE SHALL BE FORD 202BS
36 TRENCH SECTION PER DTL 2 ON SHT C-505
39 PAVEMENT RESTORATION SHALL BE TRENCH WIDTH ONLY WITH 4"
THICK OF FINE HOT MIX ASPHALT CONCRETE FLUSH WITH ADJACENT
EXISTING CONCRETE OR AC.
37 REMOVE AND REPLACE EXIST CURB AND/OR CURB AND GUTTER TO
NEAREST JOINT PER CITY OF NEWPORT BEACH STD-182-L
47 CUT AND PLUG PER DTL 3 ON SHT C-505
50 PROTECT IN PLACE EXIST POWER POLE
48 REMOVE AND DISPOSE EXIST VALVE BOX PER SPECIFICATIONS
43 REMOVE AND REPLACE EXIST CONCRETE MEDIAN IN KIND PER CITY OF
NEWPORT BEACH STANDARDS
11 6" DI 11.25 DEGREE BEND
28 CONSTRUCT TEST BULKHEAD (WITH VALVE BOX - PERMANENT)
PER DTL 1 ON SHT C-506
W-5385-SCITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
www.tetratech.com
17885 Von Karman Ave, Suite 500
Irvine, California 92614
Phone: (949) 809-5000 Fax: (949) 809-5010
BI
D
S
E
T
ALLEY BETWEEN BALBOA BOULEVARD
AND SEASHORE DRIVE
C-7631-2
C-110
EKMMWT
TLE
N
0
SCALE:
10' 20'40'
1'' = 20'
NOTES:
1. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES & CONNECTION POINTS.
2. MINIMUM COVER OVER THE PIPELINE SHALL BE 36 INCHES.
3. PAVEMENT AND PCC REPLACEMENT AND PIPELINE TRENCH SHALL BE PER DTL 1 & 2 ON SHT D-505
4. PROTECT IN PLACE EXIST THRUST BLOCKS.
5. CONTRACTOR SHALL REMOVE ACP PIPE TO NEAREST JOINT (CUTTING OF ACP IS PROHIBITED) CONTRACTOR SHALL BE
RESPONSIBLE FOR PROPER IDENTIFICATION, REMOVAL AND DISPOSAL OF THE ACP AS HAZARDOUS MATERIAL.
6. OVERHEAD LINES CROSS ALLEY THROUGHOUT AND ARE NOT SHOWN ON PLANS FOR CLARITY. PROTECT IN PLACE
EXISTING OVERHEAD LINES DURING CONSTRUCTION.
7. PROTECT IN PLACE ALL POWER POLES.
8. CONTRACTOR SHALL RESTRIPE FIRE LANES WITHIN ALLEY 327. CONTRACTOR SHALL ALSO RESTRIPE ANY LANES
REMOVED WITHIN BALBOA BLVD & SEASHORE DR
9. CONTRACTOR SHALL HIGHLINE FROM FIRE HYDRANT TO MAINTAIN SERVICE WITHIN ALLEYS
ALLEY 327 FROM HYDRANT AT SOUTH CORNER OF BALBOA / 46TH ST
RECORD DRAWINGS
These Record Drawings have been prepared based on information submitted, In, part, by
others. While this information is believed to be reliable, Tetra Tech is not responsible for
its accuracy, nor for errors or omissions which may have been incorporated into these
plans as a result.
1/2021 RECORD DRAWINGS MWT1
-
0
0 \
\
0
0
00
~-ool
\ I I I I I
1 0010 010 010 010 01
I
oo,
00
I 00
I OOj
0 1001 0 0
0 0
0 0
0
0
0 0
0
0
0
0
0
0
0
/
/
---r--x
/
~----+'---++--I / ~
t--tt-->~t--++--------Hr--i
i----------€]
/
/
/
I
~
§.
N N "
0 g
' "' " :;i 0 I 0 0 N ~--------~-----~--+---~---------------~-----~------------------lfu
REVIEWED: NEWPORT PIER AREA WATER MAIN REPLACEMENT ~
f ·s t A MICHAEL J. SINACORI, t------------~-------1.'1,
L.:l. RCE 46214 e
I 11: I TETRA TECH
DESIGNED: DRAWN:
19 CHECKED: DATE:OCT 2019 NO. DATE DESCRIPTION OF REvlSIONS APPROVED ASSISTANT CITY ENGINEER 1-SH-EE-T ---I~ .__ _________________________ __._ _________ ...._ ____ ___._ __ _._ ______ ........... ....._ ____ ___. __________ .....__...._ ____ ___._ ___________ __._ ___ ___.o
RIVER AVENUE
EXIST CURB
EXIST CL
EXIST CURB
EXIST RW
PROP 6" PVC
CLOSE EXIST VALVE TO
ISOLATE FOR CONNECTION
EXIST 8" PVC
EXIST CURB
EXIST RW
6''W
4''
W
(
A
B
A
N
)
2''G 2''G 2''G
1/2
'
'
G
1/2
'
'
G
UT
UT
UT
8''SS ABAN 8''SS ABAN 8''SS ABAN
8''SS 8''SS 8''SS
UE UE UE
UT UT UT
8''W (PVC)8''W (PVC)8''W (PVC)
OT
OT
OT
OT
3'MIN
5'
3'
10'
PROTECT IN PLACE
EXISTING THRUST BLOCK
STA 11+70±
CONNECT TO EXIST 6" GV.
SEE NOTE 1
REMOVE EXIST 6" W (ACP)
CONSTRUCT NEW 6" PVC (DR 14,
CL 305) WITHIN SAME ALIGNMENT
STA 11+55±
1" SERVICE CONNECTION
STA 11+53±
1" SERVICE
CONNECTION
AL
L
E
Y
32
1
-
A
STA 11+67.00
6" TRANSITION COUPLING
EXIST CL
BALBOA BOULEVARD
EXIST CURB
EXIST RW
EXIST CURB
CLOSE EXIST VALVE TO
ISOLATE FOR CONNECTION
EXIST RW
PROP 6" PVC
EXIST 6" ACP
24''SD 24''SD
12''W 12''W 12''W
6''
W
6''W
6''
W
2''G
2''
G
2''
G
GM
GM
2''
W
(
A
B
A
N
)
2''W
(
A
B
A
N
)
2''
W
(
A
B
A
N
)
OT
OT
OT
EXIST GUTTER6'3'
MI
N
3'
10'AL
L
E
Y
32
1
-
A
STA 10+01±
REMOVE & REPLACE
EXIST. 6" GV (FLG X MJ)
AND CONNECT TO TEE.
SEE NOTE 1
REMOVE EXIST 6" W (ACP)
CONSTRUCT NEW 6" PVC (DR 14,
CL 305) WITHIN SAME ALIGNMENT
STA 10+19±
1" SERVICE CONNECTION
STA 10+05.00
6" TRANSITION COUPLING
EXIST CL
EXIST 12" ACP
RIVER AVENUE EXIST CURB
EXIST CL
EXIST CURBEXIST CLEXIST CURB
EXIST RW EXIST RW
EXIST 8" PVC
PROP 6" PVC
STA 13+68.00
6" TRANSITION COUPLING
CLOSE EXIST VALVE TO
ISOLATE FOR CONNECTION
2''G 2''G 2''G
2''G
2''G
2''
G
8''SS ABAN 8''SS ABAN 8''SS ABAN
UE UE UE
10''SS 10''SS 10''SS
6''W
(
A
B
A
N
)
6''
W
(
A
B
A
N
)
UT
UT
UT
UT UT UT
8''W (PVC)8''W (PVC)8''W (PVC)
6''
W
5'
2'
10'
AL
L
E
Y
32
0
-
A
STA 13+57±
1" SERVICE CONNECTION
STA 13+71±
CONNECT TO EXIST 6" GV.
SEE NOTE 1
REMOVE EXIST 6" W (ACP)
CONSTRUCT NEW 6" W
PVC (DR 14, CL 305)
WITHIN SAME ALIGNMENT
PROTECT IN PLACE
EXIST THRUST BLOCK
3'
M
I
N
BALBOA BOULEVARD
EXIST CL
EXIST CURB
STA 12+05.00
6" TRANSITION COUPLING
PROP 6" PVC
EXIST 12" ACP
12''W
12''W
6''
W
2''
W
(
A
B
A
N
)
2''W
(
A
B
A
N
)
2''
W
(
A
B
A
N
)
UT
2''
G
2''G
2''
G
GM
6''
W
(
A
B
A
N
)
UT
UT
3/4''G
GM
OT
6''W
6''
W
6''
W
OT
OT
EXIST RW
EXIST
CURB
EXIST
GUTTER
6"
5"
10'
2'
1'
STA 12+01±
REMOVE & REPLACE EXIST. 6" GV
(FLG X MJ) AND CONNECT TO TEE
SEE NOTE 1
3'
M
I
N
STA 12+10±
6" 45° BEND W/ THRUST
BLOCK - SEE NOTE 2
STA 12+06±
6" 45° BEND W/ THRUST BLOCK
SEE NOTE 2
STA 12+21±
1" SERVICE CONNECTION
STA 12+23±
1" SERVICE CONNECTION
AL
L
E
Y
32
0
-
A
CLOSE EXIST VALVE TO
ISOLATE FOR CONNECTION
EXIST 6" ACP
REMOVE EXIST 6" W (ACP)
CONSTRUCT NEW 6" W PVC (DR 14,
CL 305) WITHIN SAME ALIGNMENT
1'
RIVER AVENUE
EXIST CL
EXIST CURB
EXIST RW
3"MI
N
STA 15+73.00
6" TRANSITION COUPLING
PROP 6" PVC
CLOSE EXIST VALVE TO
ISOLATE FOR CONNECTION
EXIST 8" PVC
4''
W
(
A
B
A
N
)
2''G 2''G 2''G
UT
UT
UT
2''
G
2''
G
2''
G
GM
8''SS ABAN 8''SS ABAN 8''SS ABAN
UE UE UE
10''SS 10''SS 10''SS
8''W (PVC)8''W (PVC)8''W (PVC)
OT
OT
OT
OT
6''
W
5"
2'
10'
STA 15+76±
CONNECT TO EXIST 6" GV
SEE NOTE 1
REMOVE EXIST 6" W (ACP) CONSTRUCT
NEW 6" PVC (DR 14, CL 305) WITHIN
SAME ALIGNMENT
AL
L
E
Y
31
9
-
A
PROTECT IN PLACE
EXIST THRUST BLOCK
EXIST CURB
EXIST CL
EXIST RW
EXIST CURB
BALBOA BOULEVARD
EXIST CURB
EXIST RW
12''W 12''W 12''W
6''
W
6''G 6''G 6''G
2''G
2''G
GM
UT
UT
UT
6''
W
6''
W
EXIST CURB
EXIST RW
PROP 6" PVC
EXIST 12" ACP
CLOSE EXIST VALVE TO
ISOLATE FOR CONNECTION
EXIST
GUTTER
3"MIN
EXIST 6" ACP2'
5'
10'
EXIST CL
STA 14+00±
REMOVE & REPLACE EXIST.
6" GV (FLG X MJ) AND
CONNECT TO TEE.
SEE NOTE 1
REMOVE EXIST 6" W (ACP)
CONSTRUCT NEW 6" PVC (DR 14,
CL 305) WITHIN SAME ALIGNMENT
STA 14+05.00
6" TRANSITION COUPLING
AL
L
E
Y
31
9
-
A
STA 14+24±
1" SERVICE CONNECTION
BA
L
B
O
A
B
O
U
L
E
V
A
R
D
6''W 6''W
UT
UT
UT
8'
'
S
S
8''
S
S
8''
S
S
8''
S
S
UE
UE
12
'
'
W
12
'
'
W
12
'
'
W
12
'
'
W
6''W
UE
EXIST
12" ACP
EXIST
6" ACP
3"
MIN
STA 313+ 57±
PROP 6" X 4" REDUCER
EXIST 6"x4" REDUCER
TO BE REMOVED
PROP 6" PVC
11"
2'
EXIST CL
EXIST GUTTER
ALLEY
311-A
STA 313+54±
6" TRANSITION COUPLING
REMOVE & REPLACE
EXISTING THRUST BLOCK
REMOVE EXIST 4" W (ACP)
CONSTRUCT NEW 4" W
PVC (DR14, CL 305)
WITHIN SAME ALIGNMENT
REMOVE EXIST 6" W (ACP)
CONSTRUCT NEW 4" W PVC
(DR14, CL 305) WITHIN SAME
ALIGNMENT
1'
EXIST CURB
EXIST
CURB
PROP 4" PVC
3"
MIN
3"MIN
12" TRANSITION
COUPLING
3"MIN
12" TRANSITION COUPLING
STA 313+ 46± (ALLEY 311-B)
REMOVE & REPLACE EXIST.
6" GV (FLG X MJ), 12" x 6"
TEE (MJ x FLG) & THRUST
BLOCK
STA 313+ 49± (ALLEY 311-A)
REMOVE & REPLACE EXIST.
6" GV (FLG X MJ), 12" x 6" TEE
(MJ x FLG) & THRUST BLOCK
STA 313+ 40
6" TRANSITION COUPLING
PROPOSED 12" PVC (TYP)
PROPOSED
12" PVC (TYP)
1 ALLEY 321-A (SHEET C-101)
SCALE: 1" = 5'
2 ALLEY 321-A (SHEET C-101)
SCALE: 1" = 5'
3 ALLEY 320-A (SHEET C-101)
SCALE: 1" = 5'
4 ALLEY 320-A (SHEET C-101)
SCALE: 1" = 5'
5 ALLEY 319-A (SHEET C-101)
SCALE: 1" = 5'
6 ALLEY 319-A (SHEET C-101)
SCALE: 1" = 5'
7 ALLEY 311-A (SHEET C-102)
SCALE: 1" = 5'
8 NOT USED
SCALE: 1" = 5'
CONNECTION DETAILS 1
C-7631-2
C-501
EKMMWT
TLE
N N N N
N N
W-5385-SCITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
www.tetratech.com
17885 Von Karman Ave, Suite 500
Irvine, California 92614
Phone: (949) 809-5000 Fax: (949) 809-5010
BI
D
S
E
T
NOTE
1. CONTRACTOR SHALL CONFIRM VALVE END FITTING OR TEE PRIOR TO
CONSTRUCTION
2. PLACE HIGH EARLY CONCRETE FOR THRUST BLOCK
N
RECORD DRAWINGS
These Record Drawings have been prepared based on information submitted, In, part, by
others. While this information is believed to be reliable, Tetra Tech is not responsible for
its accuracy, nor for errors or omissions which may have been incorporated into these
plans as a result.
1/2021 RECORD DRAWINGS MWT1
-r --
_ [_
, I +--+---+
--±-__ ---+---++
\I
~-------------------~ --I ~--+-t,--_-_-_-_-_-_-_-_-_
----------------
-----------------
i
I -I
I
I
I
--~ ~ -
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~-----------r--------,-;=;;;:;;:-:t----r-~--~------------,-,"iiiRE~viEEViWErnD:~---T--:N~E;:;W-;-;;::P:::O-;:::R~T-;:P:;;IE:;R:;-:-A;::;R;:-EA~W~A~T:;:E:;::R;-;M~A~l~N~R:;-;E;P:;;-L--;;A~C:;;E:;_-:M;-;;E~N;:;:T:-1f I 11: I TETRA TECH TOM L. EPPERSON
RCE 36399
DESIGNED: DRAWN:
1 .E
l----------------,---------1{ I:::,. MICHAiii J46~~:CORI, l
CHECKED: DATE APPROVED ASSISTANT CITY ENGINEER I-S-HE-ET-----1~ L _______________________________ _l_ ___________ _L_-=::::...2,;;;~~19..1.. __ ....1._'~oCLT~201~9~N~o.:.L....::DA~TE___J~DE~sc~Rl~PT~I0N~o~F~RE~~s=Io~Ns _______ ...J...:,;:,__;_.::.J.. ______ ..1.... _____________ ....._ _____ 0
EXIST CURB
EXIST
CURB
UT
UE
UE
UE
UE
UE
UE
U
E
UT
UT
6''W 6''W 6''W
EXIST
GUTTER
EXIST RW
EXIST
RW
NE
W
P
O
R
T
B
O
U
L
E
V
A
R
D
5'±
PROP 6" PVC
10
'
1'
STA 327+43±
CONNECT TO 6" W (ACP) WITH
6" TRANSITION COUPLING
STA 327+41±
6" GV
STA 327+23±
1" SERVICE CONNECTION
REMOVE EXIST 6" W (ACP)
CONSTRUCT NEW 6" W PVC
(DR 14, CL 305) WITHIN SAME
ALIGNMENT
ALLEY
310-A
EXIST 6" ACP
BA
L
B
O
A
B
O
U
L
E
V
A
R
D
EXIST RW
10
'
EXIST 12" ACP
11'
EXIST RW
3'
MIN
PROP
6" PVC
UT UT UT
UE
UE
UE
12
'
'
W
12
'
'
W
12
'
'
W
UE UE UE
2''G 2''G 2''G
6''W 6''W6''W
EXIST
CURB
EXIST
GUTTER
4'
ALLEY
310-A
REMOVE EXIST 6" W (ACP)
CONSTRUCT NEW 6" W PVC
(DR 14, CL 305) WITHIN SAME
ALIGNMENT
STA 323+47±
INSTALL 12" x 6" CROSS (MJ x FLG),
REMOVE & REPLACE (2) 6" GV (FLG x MJ)
& THRUST BLOCK
STA 323+52±
6" TRANSITION COUPLING
EXIST
CURB
EXIST CL
3'
MIN
3'MIN
3'MIN
STA 323+41±
6" TRANSITION
COUPLING
12"
TRANSITION
COUPLING
12"
TRANSITION
COUPLING
EXIST 6" ACP
PROP. 12" PVC (TYP)
EXIST CL
EXIST RW
UE
UE
6''W
6''
W
6''
W
6''
W
UE
UE
UE
EXIST RW
EXIST
CURB
EXIST CURB
EXIST GUTTER
EXIST 6" ACP
NEW
P
O
R
T
B
O
U
L
E
V
A
R
D
10
'
±
STA 336+64±
6" TRANSITION COUPLING
AND 6" GV
REMOVE AND
REPLACE 6" PIPE
PER CNB STD
500-L
REMOVE AND
REPLACE 6" HYDRANT
AL
L
E
Y
30
9
-
A
REMOVE EXIST 6" W (ACP)
CONSTRUCT NEW 6" W PVC
(DR 14, CL 305) WITHIN SAME
ALIGNMENT
STA 336+54±
FIRE HYDRANT ASSEMBLY
6" TEE
6" GV
STA 336+62±
6" GV
EXIST RW
EXIST CURB
BALBOA BOULEVARD
EXIST STREET
STRIPING
6''W
UT
UT
2''G
2''
G
1/2''G
UE
UE
UE
UE
UE
12''W 12''W
6''W
6''
W
UT
2''G
OT
UE UE
3'MIN
PROP 6" PVC
EXIST 12" ACP
CLOSE EXIST VALVE TO
ISOLATE FOR CONNECTION
EXIST
CURB
EXIST 6" ACP
EXIST RW
EXIST CL
5'
STA 333+60±
REMOVE & REPLACE 12" x 8"
TEE (MJ x FLG), 6" GV (FLG x
MJ) & THRUST BLOCK
STA 333+42 ±
6" TRANSITION COUPLING
AL
L
E
Y
30
9
-
A
11
'
EXIST CL
REMOVE EXIST 6" W (ACP)
CONSTRUCT NEW 6" W PVC (DR 14,
CL 305) WITHIN SAME ALIGNMENT
10'STA 334+87±
1" SERVICE CONNECTION
STA 334+82±
1" SERVICE CONNECTION
3'
MIN
3'
MIN
12" TRANSITION
COUPLING
12" TRANSITION
COUPLING
STA 333+48±
INSTALL 12" x 6" TEE
(MJ x FLG), REMOVE &
REPLACE 6" GV (FLG x
MJ) & THRUST BLOCK
6" TRANSITION
COUPLING
PROPOSED 12" PVCPROPOSED 12" PVC
EXIST CL
EXIST RW
EXIST CL
EXIST RW
UT
UT
2''
W
(
A
B
A
N
)
2''W
(
A
B
A
N
)
2''G 2''G
GM
GM GM
UT UT
8''SS 8''SS 8''SS
UT UT UT
UT
UT
2''G
2''
G
2''
G
OTOT
6''W8''W
6''W
6''
W
EXIST RW
EXIST 8" PVC
2.5
'
1'
3'MIN
PROP
6" PVC
3'
MIN
10'AL
L
E
Y
31
0
-
B
REMOVE EXIST 6" W (ACP)
CONSTRUCT NEW 6" W PVC
(DR 14, CL 305) WITHIN SAME
ALIGNMENT
STA 61+21±
8" TRANSITION COUPLING
STA 29+00.00 (ALLEY 310-B)
= STA 61+25.00 (ALLEY 300-E)
CONSTRUCT 8" TEE (ML x FLG), (2) 6" GV,
8" X 6" ECC. REDUCER, & THRUST
BLOCK
OCEAN FRONT ALLEY W
(ALLEY 300-E)
10
'
6''W
6''
W
PROP. 8" PVC REMOVE EXIST 6" W (ACP)
CONSTRUCT NEW 6" W PVC
(DR 14, CL 305) WITHIN SAME
ALIGNMENT
ALLEY 300-D
EXIST CL
EXIST RW
EXIST RW
EXIST CL
6''
W
6''W
2''
G
GM
GMGM
UE
UT UT UT
8''SS 8''SS 8''SS
UT UT UT
UT UT UT
UT UT UT
2''G 2''G 2''G
UE UE UE
2''
W
(
A
B
A
N
)
UT
8''W 8''W 8''W
3'
MI
N
PROP 6" PVC
EXIST 8" ACP
STA 310+05.00
6" TRANSITION COUPLING
EXIST RW
10'
3'AL
L
E
Y
31
1
-
B
REMOVE EXIST 6" W (ACP)
CONSTRUCT NEW 6" W PVC
(DR 14, CL 305) WITHIN SAME
ALIGNMENT
STA 310+02±
REMOVE & REPLACE
EXIST. 6" GV (FLG X MJ) &
CONNECT TO TEE
SEE NOTE 1
PROTECT IN PLACE
EXISTING THRUST BLOCK
10
'
1 ALLEY 311-B (SHEET C-104)
SCALE: 1" = 5'
2 ALLEY 310-A (SHEET C-102)
SCALE: 1" = 5'
3 ALLEY 310-A (SHEET C-102)
SCALE: 1" = 5'
4 NOT USED
SCALE: 1" = 5'
5 ALLEY 300-E (SHEET C-104)
SCALE: 1" = 5'
6 ALLEY 309-A (SHEET C-103)
SCALE: 1" = 5'
7 ALLEY 309-A (SHEET C-103)
SCALE: 1" = 5'
8 NOT USED
SCALE: 1" = 5'
CONNECTION DETAILS 2
C-7631-2
C-502
EKMMWT
TLE
W-5385-SCITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
www.tetratech.com
17885 Von Karman Ave, Suite 500
Irvine, California 92614
Phone: (949) 809-5000 Fax: (949) 809-5010
N
N N N
10'
5'
BI
D
S
E
T
NOTE
1. CONTRACTOR SHALL CONFIRM VALVE END FITTING OR TEE PRIOR TO
CONSTRUCTION
N N
RECORD DRAWINGS
These Record Drawings have been prepared based on information submitted, In, part, by
others. While this information is believed to be reliable, Tetra Tech is not responsible for
its accuracy, nor for errors or omissions which may have been incorporated into these
plans as a result.
1/2021 RECORD DRAWINGS MWT1
------
I
I
I
I
I
I
I
I r
I I
)----
I
I I
Ir
J
E #-N N
C 0 1 0 0
N 0 "' I i ]
'.;J-o <i ;l-
o g
' "' " :;i 0 I 0 0
,----------------~-------,-;;;=;;:;;:-'.t-----,----,---r-----------------,----r::R=Ev=1E=WEc-D,-----r----------------------JZ,
NEWPORT PIER AREA WATER MAIN REPLACEMENT ~ I 11: I TETRA TECH TOM L. EPPERSON
RCE 36399
DESIGNED: DRAWN:
f ·s
t-----------------~-------.11 f::,, MICHAEL J. SINAC0RI, .'1,
CHECKED: DATE: RCE 46214 1---------1~ 19 OCT 2019 NO. DATE DESCRIPTION OF REvlSIONS APPROVED ASSISTANT CITY ENGINEER SHEET /
.._ ________________________________ __,, ____________ ..1... ___ __:_::.:..:;_:,::.:.;:_.1.... __ ...J.._~~i..:.:::..L.....:::.::.:..---1.=:::::..::.::..:::..::::=:::.::...-------.L::.=:::::1------...L--------------...L:'.:::.:..._ __ _Jo
UE
2''W
(
A
B
A
N
)
2''W
(
A
B
A
N
)
6''
W
6''
W
6''
W
6''
W
FO FO FO
EXIST RW
EXIST CURB
BALBOA BOULEVARD
EXIST CL
2'
EXIST 6" ACP
PROP
6" PVC
EXIST RW
EXIST CURB
EXIST
GUTTER
EXIST
BOLLARD (TYP)
AL
L
E
Y
30
5
5'
±
STA 50+13±
JOIN 6" W (ACP) WITH
TRANSITION COUPLING &
6" GATE VALVE
REMOVE EXIST 6" W (ACP)
CONSTRUCT NEW 6" W
PVC (DR 14, CL 305)
WITHIN SAME ALIGNMENT
STA 49+98±
1" SERVICE CONNECTION
10'
EXIST 2" W (ABAN)
EXIST 2" W (ABAN)
3'
M
I
N
6" GV
UE
UE
6''
W
6''
W
2''W
(
A
B
A
N
)
FO
FO
FO
12''W
12''W
12''W
8''W(AB
A
N
)
8''W(ABA
N
)
BALBOA
B
O
U
L
E
V
A
R
D
EXIST RW
EXIST CL
EXIST CL
5'
EXIST RW
EXIST 12" ACP
1'
PROP 6" PVCEXIST CURB
EXIST CURB
4'
EXIST CL
EXIST GUTTER
5'±
PROTECT IN PLACE EXIST
THRUST BLOCK
STA 54+04±
6" TRANSITION COUPLING
STA 54+09±
REMOVE & REPLACE EXIST.
6" GV & CONNECT TO TEE
SEE NOTE 1
STA 53+95±
6" 11 1/4 ° BEND & THRUST BLOCK
REMOVE EXIST 6" W (ACP)
CONSTRUCT NEW 6" W
PVC (DR 14, CL 305)
WITHIN SAME ALIGNMENT
REMOVE INTERFERING
PORTION OF 8" W& PLUG
PER DTL 3 ON SHEET C-505
AL
L
E
Y
30
4 10'
UE UE UE
FO
FO
FO
12
'
'
W
12
'
'
W
12
'
'
W
8''W
(
A
B
A
N
)
8''W
(
A
B
A
N
)
8''SS 8''SS 8''SS
UE
EXIST
12" ACP
EXIST CURB
EXIST CL
BA
L
B
O
A
B
O
U
L
E
V
A
R
D
13
'
5'
23RD STREET
PROP 8" PVC
EXIST CL
EXIST GUTTER
8''W
STA 102+75±
8" 11.25° BEND &
THRUST BLOCK
CUT & PLUG PER
DTL 3 ON SHT C-505.
REMOVE & DISPOSE
INTERFERING
PORTION OF 8" W
STA 102+81±
JOIN 12" W (ACP)
8" HOT TAP
CONSTRUCT NEW
8" W PVC (DR 14,
CL 305)W
EXIST
12" ACP
EXIST
8" ACP
EXIST 8" ACP
8" TRANSITION COUPLING
6''W 6''W
UE
UE
UE
UE
UT
UT
UT
UT
UE
8''
W
8'
'
W
8'
'
W
8'
'
W
STA 90+08±
6" TRANSITION COUPLING
STA 90+02±
CONNECT TO EXIST. 6" GV
SEE NOTE 1
2'
±
REMOVE EXIST 6" W (ACP)
CONSTRUCT NEW 6" W
PVC (DR 14, CL 305)
WITHIN SAME ALIGNMENT
S
E
A
S
H
O
R
E
D
R
I
V
E
ALLEY
327
PROP 6" W
4' ±
STA 90+08±
6" 45° BEND &
THRUST BLOCK
EXIST
8" ACP
PROTECT
IN PLACE
EXIST
THRUST
BLOCK
EXIST
CL
UE
UE
UT UT UT
2''
W
(
A
B
A
N
)
UT
2''
G
6''W
6''
W
6''
W
6''
W
UT
UE UE UE
OT
10'
EXIST RW
EXIST CURB
BALBOA BOULEVARD
EXIST RW
EXIST CURB
EXIST CL
PROP 6" PVC
4'
EXIST GUTTERPROP 6" PVC 5'±
REMOVE AND
REPLACE 6" PIPE
PER CNB STD 500-L
REMOVE & REPLACE
EXIST HYDRANT
STA 42+15±
JOIN 6" W (ACP) WITH
TRANSITION COUPLING
& 6" GATE VALVE
REMOVE EXIST 6" W (ACP)
CONSTRUCT NEW 6" W
PVC (DR 14, CL 305)
WITHIN SAME ALIGNMENT
STA 42+00±
1" SERVICE CONNECTION
STA 42+07±
FIRE HYDRANT ASSEMBLY,
6" TEE
6" GV
AL
L
E
Y
30
7
EXIST 6" ACP
10'
6" GV
UE
UE
12''SD 12''SD 12''SD
GM
2''
W
(
A
B
A
N
)
FO FO FO
UT UT UT
6''
W
6''W
6''W
6''
W
EXIST RW
EXIST CURB
BALBOA BOULEVARD
EXIST CL
EXIST CURB
EXIST RW
10'
PROP 6" PVC
2'
EXIST GUTTER
STA 46+15±
JOIN 6" W (ACP) WITH
TRANSITION COUPLING &
6" GATE VALVE
5'
±
REMOVE EXIST 6" W (ACP)
CONSTRUCT NEW 6" W
PVC (DR 14, CL 305)
WITHIN SAME ALIGNMENT
AL
L
E
Y
30
7
EXIST 6" ACP
3'
M
I
N
6" GV
2''
W
(
A
B
A
N
)
6''W
6''
W
6''
W
6''
W
2''G
2''G
2''
G
UE
3/4''G
UT UT UT
OT
BALBOA BOULEVARD
PROP 6" PVC
EXIST RW
EXIST CURB
EXIST RW
EXIST 6" ACP
EXIST CL
EXIST
GUTTER
STA 38+10±
JOIN 6" W (ACP) WITH 6"
TRANSITION COUPLING &
CONSTRUCT 6" GATE VALVE
REMOVE EXIST 6" W (ACP)
CONSTRUCT NEW 6" W
PVC (DR 14, CL 305)
WITHIN SAME ALIGNMENT
STA 37+90±
1" WATER SERVICE
STA 37+92±
1" WATER SERVICE
AL
L
E
Y
30
8
10'
2'
5'±3'
M
I
N
6" GV
4''
S
S
UE
UE UE
6''
W
6''
W
6''
W
6''
W
OE
OE
8''SS 8''SS 8''SS
6''G
UT
UT
UT
UT
8''S
S
8''
S
S
6''
G
OE OE
8''W 8''W 8''W 8''W
PROP 8" PVC
13
'
1'
EXIST CURB
EXIST GUTTER
EXIST CL
EXIST CL
AL
L
E
Y
30
0
-
L
STA 80+05.00
8" 6" 45° BEND &
THRUST BLOCK
STA 100+45.00 (23RD STREET)
= STA 80+00.00 (ALLEY 300-L)
8" TEE, 8" GATE VALVE & THRUST BLOCK
STA 80+08±
45° BEND &
THRUST BLOCK
STA 80+12±
JOIN 8" 6" W (ACP) WITH 8" 6"
TRANSITION COUPLING
23RD STREET EXIST 8" 6" ACP
STA 100+45.00
FIRE HYDRANT
ASSEMBLY 6" TEE
6" GATE VALVE
CUT & PLUG PER
DTL 3 ON SHT C-505.
REMOVE & DISPOSE
INTERFERING
PORTION OF 8" 6" W
PROP 8" 6" PVC
6" CUT-IN VALVE
1 ALLEY 308 (SHEET C-105)
SCALE: 1" = 5'
2 ALLEY 307 (SHEET C-106)
SCALE: 1" = 5'
3 ALLEY 306 (SHEET C-106)
SCALE: 1" = 5'
4 ALLEY 305 (SHEET C-107)
SCALE: 1" = 5'
5 ALLEY 304 (SHEET C-107)
SCALE: 1" = 5'
6 23RD STREET AND BALBOA BOULEVARD (SHEET C-108)
SCALE: 1" = 5'
7 ALLEY 300-L (SHEET C-108)
SCALE: 1" = 5'
8 ALLEY 327 (SHEET C-110)
SCALE: NTS
CONNECTION DETAILS 3
C-7631-2
C-503
EKMMWT
TLE
N
W-5385-SCITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
www.tetratech.com
17885 Von Karman Ave, Suite 500
Irvine, California 92614
Phone: (949) 809-5000 Fax: (949) 809-5010
N N N
N
BI
D
S
E
T
NOTE
1. CONTRACTOR SHALL CONFIRM VALVE END FITTING OR TEE PRIOR TO
CONSTRUCTION
NN N
RECORD DRAWINGS
These Record Drawings have been prepared based on information submitted, In, part, by
others. While this information is believed to be reliable, Tetra Tech is not responsible for
its accuracy, nor for errors or omissions which may have been incorporated into these
plans as a result.1/2021 RECORD DRAWINGS MWT1
1
--
I
I
---------~----------
: I
__ _i __
-------I
: I
I
I
I I ---------i-r---------
~ I i I ~
I
-------2L --
0
\ g '
\
~ ~
_____,.'-"'._/'s.../'--"--,,~~.::.~~~~~-==_.'.:::.::.__.:::.::._::_.'.:::.::.__.:::~-==_.'.:::~+~~iiii~~::-::-1;;;~;-:::::--::::-~~1~::-T~~=--~1~~=--:::::--~-::~=:::::--~:::-~;;~;;;;;~;~~,RMiiru:-----,----:-=--------------Ji
F============== I I 'R: I TETRA TECH t---t-----t----------__j _ __j REVIEWED: NEWPORT PIER AREA WATER MAIN REPLACEMENT i
·s
I:::,. MICHAEL J. SINACORI, r-------------.---------11
19 jcCHfillECNKEDcD: IDADArr:TE----f~----::-:::::-+=-----------1--_J -=-=RCs_:E 4=621c:c_4 --I f 'ocr 2019 NO. DATE DESCRIPTION OF REv1SIONS APPROVED ASSISTANT CITY ENGINEER a,. SHEET / 0
DESIGNED: DRAWN:
1'
PROP 6" PVC
EXIST 6" ACP
EDGE OF
CONCRETE
8''SS ABA
N
8''SS ABA
N
8''SS AB
A
N36''SD
36''SD
36''SD
UE
UE
UE
UE
8''W 8''W 8''W
UT
UT UT UT
UE
2''
G
2''
G
2''
G
UT
6''
W
6''
W
6''W
6''
W
CUT AND PLUG PER DTL 3
ON SHT C-505. REMOVE
AND DISPOSE INTERFERING
PORTION OF 8" W
INSTALL TEST
BULKHEAD SEE NOTE 1
STA 220+70±
JOIN TO EXIST 6" ACP WITH
TRANSITION COUPLING
CUT & PLUG PER DTL 3
ON SHT C-505. REMOVE &
DISPOSE INTERFERING
PORTION OF 8"SS
EXIST 8" W TO
BE ABANDONED
BALBOA BOULEVARD
EXIST CL
1/2 SIPHON OVER CONDUITS,
36" COVER
8''W 8''W
1'
PROP 8" PVC
EXIST 8" ACP TO
BE ABANDONED
EXIST 6"
ACP
10'
BALBOA BOULEVARD
EXIST GUTTER
6''W
8''
W
2''
G
2''
G
2''G
3/4''G 3/4''G
GM
8''W 8''W
UE UE
UE
UT UT UT
UT
3'±MIN
AL
L
E
Y
32
6
INSTALL TEST
BULKHEAD
SEE NOTE 1
STA 240+36.0±
JOIN TO EXIST 6" ACP WITH
TRANSITION COUPLING
6''W
CUT & PLUG PER DTL 3
ON SHT C-505. REMOVE &
DISPOSE INTERFERING
PORTIONS OF 8" W
PROP 6" PVC
STA 204+95.2± (BALBOA BLVD)
= STA 240+00 (ALLEY 326)
8" x 6" TEE (MJ x FLG) &
THRUST BLOCK
6" GV
1/2 SIPHON OVER CONDUITS,
36" COVER
5'
CUT AND PLUG
EXIST 8" ACP
PROP RELOCATED
HYDRANT SERVICE
6''W 6''W
CUT AND PLUG PER DTL 3 ON SHT
C-505. REMOVE AND DISPOSE
INTERFERING PORTION OF 8" W
EDGE OF
CONCRETE
EXIST 8" ACP TO
BE ABANDONED
EXIST
6" ACP
3'MIN
BALBOA BOULEVARD
46
T
H
S
T
R
E
E
T
8''SS ABA
N
36''SD
30''SD
30''SD
8'
'
S
S
6''
W
8''W 8''W 8''W
6''W
UT
UT
UT
8''
W
8''
W
8''W
STA 210+53±
JOIN TO EXIST 6" ACP WITH
TRANSITION COUPLING
REMOVE EXIST VALVE
STA 210+48.00
PROP FIRE HYDRANT
ASSEMBLY, 6" TEE
6" GV. SEE NOTE 3
INSTALL TEST
BULKHEAD SEE NOTE 1
EXIST CL
1/2 SIPHON OVER CONDUITS,
36" COVER
8''W
8''W
8''W
8''W
24''S
D
UT
UT
UT
UT
UT
UTV
UTV
UTV
CUT & PLUG PER DTL 3
ON SHT C-505. REMOVE
& DISPOSE INTERFERING
PORTIONS OF 8" SS
PROP 8" PVC
EXIST 8" W
TO BE
ABANDONED
EXIST 8" W
TO BE
ABANDONED
CUT & PLUG PER
DTL 3 ON SHT C-505.
REMOVE & DISPOSE
INTERFERING
POTIONS OF 8"W
REMOVE & REPLACE CURB, GUTTER & SIDEWALK PER
CNB STD 180-L. FOR BIDDING PURPOSES ASSUME 10
LF OF CURB & GUTTER, 2 PANELS OF SIDEWALK
8''W
8''W
8''W
STA 200+00±
JOIN TO EXIST 8" GV
AND INSTALL 8" GV IN
THE STREET
SEE NOTE 2
PROTECT IN
PLACE EXIST. 8"W
8''
W
8''SS 8''SS 8''SS
8''W
8''W
8''W
36''SD
36''SD
36''SD
8''SS
8''SS
6''G 6''G 6''G
8''
W
18''SD(ABAN)18''SD(ABAN)
BALBOA BOULEVARD
CHA
N
N
E
L
P
L
A
C
E
PROTECT IN PLACE EXIST
STORM DRAIN JUNCTION
BOX AND PIPELINE
CUT AND PLUG PER
DTL 3 ON SHT C-505.
REMOVE & DISPOSE
INTERFERING
PORTION OF 8"W
STA 230+18.32
8" 45 DEGREE BEND &
THRUST BLOCK (SEE NOTE 3)
CONSTRUCT 8" PVC
(DR 14, CL 305)
STA 230+23±
JOIN 8"W (ACP) WITH 8"
TRANSITION COUPLING
EXIST CL
x
x
x
x
x
x
x
x
x
x
x
x
8''W 8''W
STA 204+12± (BALBOA)
= STA 230+00.00
INSTALL 8" TEE, 8" GV &
THRUST BLOCK
x
8''W
8''W
8''W
8''W
18''S
D
(
A
B
A
N
)
2''G
2''G
2''G
2''G
2''G
2''G
2''G
6''G
6''G
24''S
D
24''S
D
24''SD
UT
BALBOA BO
U
L
E
V
A
R
D
RIVE
R
A
V
E
STA 205+22.50
8" 45 DEGREE BEND
AND THRUST BLOCK
(SEE NOTE 3)
8''W
8''W
EXIST 8" W TO
BE ABANDONED
CUT & PLUG PER
DTL 3 ON SHT
C-505. REMOVE &
DISPOSE
INTERFERING
PORTION OF 8"W
STA 201+05.04 (BALBOA)
= STA 205+0.00 8" 45
DEGREE BEND AND
THRUST BLOCK
EXIST CL
STA 205+ 27±
JOIN TO EXIST 8" ACP WITH
TRANSITION COUPLING
8''W
x
x
x
x
x
x
x
x
x
x
x
x
x
x
8" GV
PROPOSED 8" PVC
8''W
WAX TAPE (TYP)
SEE NOTE 1
COUPLING
VALVE (OR FLANGES)
NOTES:
1. ALL NON-COATED (POLYURETHANE OR EPOXY)
SURFACES SHALL BE WRAPPED WITH WAX TAPE.
INDIVIDUALLY WRAP ALL RODS, BOLTS & IRREGULAR
SURFACES. SEE SPECIFICATION SECTION 209-6.
1 46TH STREET AND BALBOA BOULEVARD (SHEET C-109)
SCALE: 1" = 5'
2 ALLEY 327 (SHEET C-109)
SCALE: 1" = 5'
3 ALLEY 326 (SHEET C-109)
SCALE: 1" = 5'
4 BALBOA BLVD AND RIVER AVE (SHEET C-109)
SCALE: 1" = 5'
CONNECTION DETAILS 4
C-7631-2
C-504
EKMMWT
TLE
N
W-5385-SCITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
www.tetratech.com
17885 Von Karman Ave, Suite 500
Irvine, California 92614
Phone: (949) 809-5000 Fax: (949) 809-5010
N
5 BALBOA BLVD AND CHANNEL PLACE (SHEET C-109)
SCALE: 1" = 5'
6 BALBOA BLVD AND RIVER AVE (SHEET C-109)
SCALE: 1" = 5'
7 WAX TAPE WRAP
SCALE: NTS
8 NOT USED
BI
D
S
E
T
NOTE
1. PRESSURE TEST BALBOA BLVD AT APPROXIMATE LOCATION. CUT & PLUG EXIST 8"W AND
REMOVE INTERFERING PORTION FOR CONNECTIONS.
2. CONTRACTOR SHALL CONFIRM VALVE END FITTING PRIOR TO CONSTRUCTION.
3. PLACE HIGH EARLY CONCRETE FOR THRUST BLOCK.
N
N
N
RECORD DRAWINGS
These Record Drawings have been prepared based on information submitted, In, part, by
others. While this information is believed to be reliable, Tetra Tech is not responsible for
its accuracy, nor for errors or omissions which may have been incorporated into these
plans as a result.
1/2021 RECORD DRAWINGS MWT1
1
----------
I I
I
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------------d -----
-----~~~---
----
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_::::::::----LL----,
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-~ -~ -
I 11: I TETRA TECH
DESIGNEDc
CHECKEDc
@l[3
'2
DRAWN:
DATE:OCT 2019 NO. DATE DESCRIPTION OF RE\1SIONS APPROVED
I~==
RE\1EWED:
MICHAEL J. SINACORI,
RCE 46214
ASSISTANT CITY ENGINEER
NEWPORT PIER AREA WATER MAIN REPLACEMENT
SHEET
0
V
"
AC PAVEMENT REPLACEMENT SHALL BE PLACED NO LESS THAN FLUSH WITH ADJACENT EXISTING A.C. PAVEMENT. PRIOR TO PLACEMENT OF 2" FINAL AC CAP, THE PREVIOUSLY PLACED AC
PAVEMENT TRENCH REPLACEMENT SHALL BE COLD PLANE (GRIND) ALONG WITH THE ADJACENT AC PAVEMENT TO THE WIDTH NOTED IN THE SPECIAL REQUIREMENTS COLUMN OF TABLE 1.
WHERE THE EDGE LINE OF THE PAVEMENT REMOVED FOR THE PIPELINE TRENCH EXCAVATION COMES WITHIN THREE (3) FEET OF THE OUTER EDGE OF THE PAVEMENT AGAINST GUTTER
LINE OR CURB FACE, THE EXISTING PAVING SHALL BE REMOVED TO THE GUTTER LINE OR CURB FACE AND THE PERMANENT PAVEMENT LAID TO THE GUTTER LINE OR CURB FACE.
WHERE THE EDGE LINE OF THE PAVEMENT REMOVED FOR THE PIPELINE TRENCH EXCAVATION IS MORE THAN THREE (3) FEET FROM THE GUTTER LINE OR CURB FACE, THE CONTRACTOR
IS TO SAW CUT THE EXISTING PAVING 18 INCHES BACK FROM THE EDGE OF THE TRENCH AND REMOVE THAT EXISTING PAVEMENT BEFORE PLACEMENT OF PERMANENT PAVING (INCLUDING
BASE MATERIAL).
CONTRACTOR SHALL RAISE ALL EXISTING AND NEW WATER VALVES, SEWER/WATER WATER MANHOLES TO GRADE AFTER FINAL PAVING IS COMPLETED.
CONTRACTOR SHALL CLEAN THE STREET USING A SWEEPER PRIOR TO END OF EACH WORK DAY.4.
5.
3.
2.
PAVEMENT REPLACEMENT
STREET
NOTES:
1.
TABLE 1
SPECIAL REQUIREMENTS
LIMITS OF 2" GRIND & 2" FINAL PAVING CAP
SEE NOTES 1 AND 2
AC PAVEMENT. SEE
NOTES 1 AND 2 BACKFILL
WHERE SPECIFIED, IN ADDITION, THE EXISTING PAVING IS TO BE MECHANICALLY GROUND DOWN A MINIMUM OF 2" (A MINIMUM OF AN ADDITIONAL 18" OR 36" OUTSIDE OF THE TRENCH).
THE PERMANENT PAVING SHALL THEN BE EXTENDED AS AN OVERLAY INTO THIS AREA. ALL EXISTING PAVEMENT EDGES ARE TO BE TACK COATED BEFORE APPLICATION OF PERMANENT
PAVEMENT. IF THERE IS LESS THAN (2) INCHES OF PAVEMENT AFTER GRINDING, THEN THE GROUND AREA SHALL BE REMOVED BY SAW CUTTING AND PERMANENT PAVEMENT PLACED.
ALL STRIPING AND PAVEMENT MARKINGS REMOVED BY TRENCHING/REPAVING/GRINDING AND CAPPING SHALL BE REPLACED PER PROJECT SPECIFICATIONS. SEE GENERAL NOTE NO. 32 ON
SHT G-002.
6.
DEPTH OF EXISTING PAVEMENT AND BASE SHALL BE AS SPECIFIED IN THE SPECIFICATIONS.7.
TRANSVERSE TRENCHES ARE ANY TRENCHES WHICH ARE PERPENDICULAR TO THE STREET CENTERLINE, i.e. CROSSINGS OF STREETS, AIR & VACUUM RELEASE INSTALLATIONS, & C.P.
INSTALLATIONS.
8"
BALBOA BLVD &
NEWPORT BLVD
SEE NOTE 9
NATIVE OR
IMPORTED SOIL
6" THICK OF HOT MIX
ASPHALT CONCRETE (1 1/2"
FINE MIX AC / 4 1/2" BASE
COURSE AC)
23RD, 24TH, 25TH, 26TH,
27TH, 28TH, 29TH STREET,
SEASHORE DR
NATIVE OR
IMPORTED SOIL
4" THICK OF FINE HOT MIX
ASPHALT CONCRETE
RIVER AVENUE,
ALLEYS
NATIVE OR
IMPORTED SOIL
TRAVERSE TRENCHES 1-SACK SLURRY
TRENCH WIDTH PLUS 3 FEET
GRIND AND CAP ENTIRE LANE(S)
IMPACTED BY TRENCH
TRENCH WIDTH PLUS 3 FEET
TRENCH WIDTH ONLY
SEE NOTE 8
TRENCH WIDTH PLUS 3 FEET
8.DO NOT NEED TO REPLACE CONCRETE PAVEMENT AS THIS ALLEY WILL BE RECONSTRUCTED UNDER SEPARATE PROJECT.
LA
N
E
L
I
N
E
O
R
C
U
R
B
LA
N
E
L
I
N
E
O
R
C
U
R
B
BACKFILL PER
REQUIREMENTS PER
TABLE 1 AND DTL 2
EXIST AC PAVEMENT
2" GRIND (TYP)
SAWCUT & TACK COAT (TYP)
18"18"
TRENCH WIDTH + 36"
LOCATION OF
ORIGINAL SAWCUT
LOCATION OF
SECOND SAWCUT
REPLACE AC
PAVEMENT WITH
REQUIREMENTS PER
TABLE 1
AC PAVEMENTCONCRETE PAVEMENT
LOCATION
OF SAWCUT
EXIST CONCRETE
PAVEMENT
REPLACE WITH AC
PAVEMENT REQUIREMENT
PER TABLE 1
6" THICK OF HOT MIX
ASPHALT CONCRETE (1 1/2"
FINE MIX AC / 4 1/2" BASE
COURSE AC)
6" THICK OF HOT MIX
ASPHALT CONCRETE (1 1/2"
FINE MIX AC / 4 1/2" BASE
COURSE AC)
CONCRETE THICKNESS
VARIES - MATCH EXISTING
(6" TO 12")
ASSUME 12" FOR BIDDING
- -
EXISTING - 9"
DO NOT REPLACE CONCRETE
- -
9.FOR EXISTING CONCRETE PAVEMENT OVERLAYED WITH AC PAVEMENT, CONCRETE PAVEMENT RESTORATION SHALL BE DOWELED WITH #5 DOWELS @ 24" OC (MIN 12" EMBEDMENT) WITH EPOXY
COATING ON BOTH SIDES OF THE TRENCH PER CNB STD-105-L-B AND STD-108-L. THE CONCRETE PAVEMENT REPLACEMENT SHALL BE FOR TRENCH WIDTH ONLY.
6.
5.
2.
3.
1.
PI
P
E
O
.
D
.
12" MIN.
PIPES AND 6" MIN FOR 12" AND
12" MIN. FOR 16" AND LARGER
BOTH SIDES OF PIPE6" MIN.
10" MAX.
BACKFILL, SEE NOTE 6
WHERE WET, UNSTABLE OR RUNNING SOIL IS ENCOUNTERED, SOLID SHEATHING
IS REQUIRED FOR ALL VERTICAL TRENCH WALLS.
MINIMUM RELATIVE COMPACTION REQUIREMENTS SHALL CONFORM TO ALL
PERMIT REQUIREMENTS AND SHALL AT NO TIME BE LESS THAN 90%.
BEDDING AND BACKFILL SHALL BE PER CITY OF NEWPORT BEACH STD-106-L AND
PROJECT SPECIFICATIONS EXCEPT AS MODIFIED HEREIN.
THE MINIMUM DEPTH FROM EXISTING FINISHED SURFACE TO TOP OF PIPE SHALL
BE 36-INCHES UNLESS OTHERWISE SHOWN ON PLANS.
WITHIN STREET RIGHT-OF-WAY BACKFILL ABOVE THE BEDDING SECTION PER
DETAIL 1.
TRENCH WIDTH SHALL BE O.D. + 12" MINIMUM OR O.D. + 20" MAXIMUM, INCLUDING
THICKNESS OF TRENCH SHORING OR SHEETING.
4.
METALLIC WARNING TAPE / LOCATOR TRACER WIRE
(PVC PIPE) PER PROJECT SPECIFICATIONS. SEE
GENERAL NOTE NO. 57 AND NO. 59 ON SHEET G-002.
SMALLER PIPES IMPORTED SE 30
SAND BEDDING
BE
D
D
I
N
G
S
H
A
L
L
BE
I
M
P
O
R
T
E
D
S
E
30
S
A
N
D
EXIST
PAVEMENT
OR PCC
TRENCH WIDTH
TRENCH RESURFACING (WITHIN
PAVED AREA) PER DETAIL 1
ABANDONED WATERLINE
FILL ABAN MAIN
WITH GROUT PER
SPECIFICATIONS
LOCATION
OF CUT
NOTE:
DRAIN WATERLINE COMPLETELY BEFORE PLUGGING
18" MIN
6" MIN ALL AROUND
RELOCATE WATER METER
TO THE PROPERTY LINE PER
CNB STD-502-L & CNB
STD-503-L.
ADJUST PRIVATE SERVICE
LINE AS REQUIRED TO
CONNECT TO WATER METER
NEW SERVICE LINE RUNS
STRAIGHT FROM NEW MAIN INTO
METER BOX. INSTALL NEW
ANGLE METER STOP AND
CONNECT TO METER. TYPE "K"
RIGID COPPER TUBING.
PROPOSED
WATER MAIN
W-5385-SCITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
www.tetratech.com
17885 Von Karman Ave, Suite 500
Irvine, California 92614
Phone: (949) 809-5000 Fax: (949) 809-5010
1 REPAVING DETAIL
SCALE: NTS
2 TYPICAL TRENCH SECTION
SCALE: NTS
3 TYPICAL CUT AND PLUG
SCALE: NTS
4 DOMESTIC WATER SERVICE CONNECTION TO EXIST. METER
SCALE: NTS
PIPE DETAILS
C-7631-2
C-505
EKMMWT
TLE
BI
D
S
E
T
5 NOT USED
RECORD DRAWINGS
These Record Drawings have been prepared based on information submitted, In, part, by
others. While this information is believed to be reliable, Tetra Tech is not responsible for
its accuracy, nor for errors or omissions which may have been incorporated into these
plans as a result.1/2021 RECORD DRAWINGS MWT1
r
J
----W--------W-----------1
" ~ 0:
"' 0
"' I {
]
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0 0
"' ' ::2
:;;
1,1==~1~===--------r--:~~~~=---r~,1 =--=-----c===~=======~=================================J======.iTRIRE~Vl~EWEWEDD:~-----,--:-:=-:-:::~=:--=-==-----------===----Ji 11: TETRA TECH TOM L. ~p~ I NEWPORT PIER AREA WATER MAIN REPLACEMENT ~
RCE 36399 : .E
tD:E:Sl:GN:E:D=: ==+!DR~A~W~N=: ===~~6_~~=t==~~~==~~:~~~:~=============================J======J MICHAEL J. SINACORI, r-----------------------,-------_j~ I CHECKED: DATE RCE 46214 .'1,
19 'ocT 2019 NO. DATE DESCRIPTION OF RrnSIONS APPROVED ASSISTANT CITY ENGINEER e ~
0 SHEET
CL
E
A
R
8"
M
I
N
.
1' MIN.
OR
NEW FITTING TO
MATCH EXISTING
EXIST SEWER
WATER MAIN
GRAVEL & CRUSHED ROCK
JOIN EXIST
SEWER LATERAL
EXIST SEWER LATERAL
LENGTH AS REQ'D SLURRY
BACKFILL TRENCH (100-E-100)
CL 350 DIP - NO JOINTS
45°
REPAIR COUPLING W/
ADJUSTABLE STEEL
SHEAR RING BAND SEAL
OR APPROVED EQUAL
(TYP BOTH SIDES)
NOTES:
1. TEST BULK HEAD IS TO BE REMOVED AFTER SUCCESSFUL PRESSURE TEST, EXCEPT FOR WHERE
VALVE CANS ARE REQUIRED.
2. VALVE CAN IS REQUIRED WHEN CALLED OUT ON THE PLANS (PERMANENT INSTALLATION).
3. ALL PIPE, FITTINGS AND VALVES SHALL BE RATED FOR 150 PSI WORKING PRESSURE.
FINISH GRADE
2" TYPE "K"
COPPER PIPE
VALVE CAN
PER CNB STD
DWG STD-511-L
THREAD 2" BRONZE CAP
TO MIP X SWT ADAPTER (6"
BELOW FINISH SURFACE)
FLG X MJ OR
PO ADAPTER
PVC PIPE
2" BRASS CURB STOP
(BALL VALVE) JONES
J-1902, FORD B22-777,
OR APPROVED EQUAL
THRUST BLOCK PER
CNB STD DWG 510-L-A
2" - 90° LONG RADIUS,
SILVER SOLDER
SWEAT ELBOW
BLIND FLANGE
WITH 2" TAP
1/8"
1/8"
1
1 AWWA 2" SQUARE OPERATING NUT
2 5" DIA X 3/16" SPACER PLACE 12"
BELOW TOP OF OPERATING NUT
3 1 1/4" ROUND OR SQUARE STOCK
(PINNED COUPLERS ARE NOT ALLOWED)
4 SOCKET FOR 2" SQUARE OPERATING NUT
NOTES:
1. PROVIDE STEM EXTENSION WHEN
DEPTH TO VALVE NUT EXCEEDS 48
INCHES (FABRICATE EXTENSION TO
FIELD MEASUREMENTS, SEE NOTE
2)
2. NO VALVE EXTENSION SYSTEM
SHALL BE LESS THAN 24 INCHES IN
LENGTH. TERMINATE EXTENSION
24" TO 30" FROM FINISHED GRADE.
3. PROVIDE ADDITIONAL SPACER
PLATE WHEN DISTANCE TO
BOTTOM SOCKET EXCEEDS 5 FEET.
2
3
4
24
"
(
M
I
N
)
12
"CONCRETE THRUST BLOCK, SIZE AS
REQUIRED PER CNB STD DWG NO 510-L
EXIST WATER PIPE SIZE &
MATERIAL PER PLANS
DISH HEAD (STEEL)
CAP/PLUG (PVC/DIP)
DI PIPE CAP OR
PLUG (RESTRAINED)
EXIST WATER PIPE TO
BE ABANDONED SIZE &
MATERIAL PER PLANS
24" MIN 12"
MIN
PIPE BELL OR FLANGE OD
4 - #4 CONT3"
TYP
3"
TY
P
#4 @ 18" OC TYP
CLASS 520-C-2500
CONCRETE (SEE NOTE 4)
6" OR 12" (TYP)
6"
O
R
1
2
"
NOTES:
1. ENCASEMENT SHALL BE PLACED AGAINST UNDISTURBED NATURAL GROUND OR FILL
COMPACTED TO 90% RELATIVE DENSITY.
2. WHERE CONCRETE ENCASEMENT IS TO BE USED FOR THRUST RESTRAINT (AS CALLED
FOR ON THE PLANS) ENCASEMENT THICKNESS SHALL BE 12" MIN FROM PIPE OD.
3. CONCRETE ENCASEMENT SHALL BE POURED AGAINST UNDISTURBED SOIL OR 1-SACK
SLURRY WHERE USED FOR THRUST RESTRAINT AS CALLED FOR ON THE PLANS.
4. CONCRETE SHALL BE HIGH EARLY STRENGTH CONCRETE.
NO CONCRETE ENCASEMENT SHOWN ON THE PLANS. DETAIL
INCLUDED IN CASE REQUIRED BY THE CITY DURING CONSTRUCTION.
W-5385-SCITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
www.tetratech.com
17885 Von Karman Ave, Suite 500
Irvine, California 92614
Phone: (949) 809-5000 Fax: (949) 809-5010
5 TYPICAL SEWER LATERAL RELOCATION
SCALE: NTS
3 TYPICAL CUT AND CAP DETAIL
SCALE: NTS
4 VALVE EXTENSION
SCALE: NTS
MISCELLANEOUS DETAILS
C-7631-2
C-506
EKMXXX
TLE
2 CONCRETE ENCASEMENT
SCALE: NTS
1 TEST BULKHEAD
SCALE: NTS
6 NOT USED 7 NOT USED
BI
D
S
E
T
RECORD DRAWINGS
These Record Drawings have been prepared based on information submitted, In, part, by
others. While this information is believed to be reliable, Tetra Tech is not responsible for
its accuracy, nor for errors or omissions which may have been incorporated into these
plans as a result.1/2021 RECORD DRAWINGS MWT1
I U-1 1-11 1_11 ,-,
1·
6"
\_
/,-----~)-----------
0
0
0
0
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0 . 0
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1,1==~1~===--------r--:~~~;;;:=---r~,/=--=----1[:==~=======i=================================Jc====-=.iTRIRE~Vl~E~WEDD:~-----,--:-:=-:-:::~=:--=-==--------========~---J! 11: TETRA TECH TOM L. ~P~ 1 NEWPORT PIER AREA WATER MAIN REPLACEMENT ~c
RCE 36399 • ·s
!IDiEEsiSIGiGN~ETID:-, -~DRRIA~WiNN:-, -7f-AA-t---~------------------j_ __ j t-----------------------,-------_j~u~
~IDID-IDAliE:---TL...:l.~+-~;;:--~-====-=-------------j_ __ J MICHAEL J. SINACORI, I I CHECKED: DATE RCE 46214 .'1,
19 'ocr 2019 NO. DATE DESCRIPTION OF REv1SIONS APPROVED ASSISTANT CITY ENGINEER e ~
0 SHEET