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GRAPHIC SCALE IN MILES
SYMBOL LEGEND
♦ POWER POLE
0 MANHOLE
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FIRE HYDRANT
METER BOX
VALVE
POWER POLE ANCHOR
MONUMENT
-x-x-FENCE
BLOCK WALL
TREE
SHRUBBERY
_,,,.,,,.,,,-"" ASP HA LT PAV EM ENT
~B BRICK WALK
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l_·'-...:....:;J CONCRETE
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<.<,""--<L--.L:d BU IL DI NG
EXISTING CONSTRUCTION
NEW CONSTRUCTION
---f-CENTERLINE
_ .. _,,_ SEWER LINE
-----w-WATER LINE
--~-GAS LINE
-£-POWER LINE
-TEt.-TELEPHONE LINE
-rv-CABLEVISION LINE
-· -SP-SPRINKLER SYSTEM
:n: STREET LIGHT
EMERGENCY TELEPHONE
AGENCY
SOUTHERN CALIFORNIA GAS COMPANY
SOUTHERN CALIFORNIA EDISON COMPANY
PACIFIC TELEPHONE COMPANY
CITY OF NEWPORT BEACH (PUBLIC UTILIT!ES)
COUNTY SANITATION DISTRICTS
COMCAST CABLEVISION
COMMUNITY CABLEVISION
UNDERGROUND SERVICE ALE RT
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NUMBERS
NUMBER
634-0251
895-0221
611
644-3011
962-2411
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542-6222 after s:oo 542-3975
720-4040
1·800-422· 4133
CITY
NEWPORT
PUBLIC WORKS
5WCR MAIN
OF
BEACH
DEPARTMENT
1e11 v.c.P. sewe~ MAtN
ION
NCW ORT eOULe'VP.,RD
~T VIA LIDO tNTER5>ION
PRIVATE
lt-C-9'1
Nov.~,.. 1-=t,1
·""Y'-1' TILITlt;b Dl~eGTOR ft.G.6. ~e,799 CPIT&
ENGINEER'S NOTICES TO CONTRACTOR
THE EX1STENCE ANO LOCATION OF ANY UNDERGROUND UTILITIE:S OR STRUCTURES AGREES THAT HE SHALL A.SSUt.lE SOLE AND COMPLETE RESPONSIBILITY FOR JOS SIT~ CONDI.T-
SHOWN ON THESE PL.M.IS AR.E OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO IONS DURING THE COURSE OF CONSTRUCTlON OF THIS PROJECT, INCLUDING SAFETY OF ALL P~-
THE BEST OF OUR KNOWLEDGE, THERE ARE NO 'EXfSTIICl UTtLITIES t·XCEPT THOSE ::iONS AND PROPERTY THAT THIS REQUIREMENT SHALL APPLY COITTINUOUSLY AflD NOT BE.._·
SHOWN ON THESE PLANS. lHE CONTRACTOR IS RE'.QUIRED TO TAKE ALL PRECAUT-LIMIT TO NORMAL WORKING HOURS, AUD THAT THE r.0NTRACTOR SHALL DEFEND;IIDEIIMFr;·.AHQ~
IONARY, MEASURES l"O,"'ROT.ECT 'll-lE UTILITIES SHOWN, ANO ANY OTHER LINES OR HOLD 1llE OWNER ANDTH~EN61NEER HARMLESS FRON AN{J.JG AU. L1ABIUTY REALOitl~~
STRUCTURES NOT SHOWN ON THE'5E PU.NS, AND t-S RESPON$IBLE :f'OR ll-lE PROTECT ALLEGED, IN CONNECTlON w,rH THE PERFMMAHCE OF W~K ON THIS PRpJECT, E l(C[flTIN:13 •
ION Of, ~o ANY DAMAGE ro, Tli!ESE LINES OR STRV-CTUffES, THE CONTRACTOR FDR LIABILITY ARISING ~il~IITHE SOLE NEGLIGENCE OF~~ OWNER OR THE ENGINEER.. -
BENCHMARK.
6t7HCHMFil!lK N°· 'N Ho? ( F,l:;~ET 1,3Gt) (S-1,f;'I." 9.8S
$TD. u.~.G,.&.$. B.M. Dl&C $TAMP5D •w 1Gt1 RESE-T 193'1" &ET
V&P:TU)l',I, IN THE NORTH f¥!Ge Of MO$T $.&:l'l rreR ON TH!i ;OUTH
&1oe OF f'PiGIFIG eori~r H'tl)'. UNDeR ~e. 55 N?WPORT DINO. 5RID&e,
e.'1' 'tf. Ofl N.~. CORN!iF! OF Pl~F:, 3-5' $'1~-OF ~-eu~& AND e' Hl6HEIII
THl'IN CUii!&.
GENERAL NOTES
1. The construction of all public improvements 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", 1991 Edition and supplements.
2. Stationing refers to centerline of street.
3. Existing underground utilities are shown as per available records. The
contractor shall be responsible for verifying the actual location and elevation in
the field prior to beginning construction of the new facilities .
4. Curb data refers to face of curb.
5. All exposed concrete surfaces shall conform in grade, ~ol0r and tinish to all
adjoining curbs and walks .
6. AU underground work shall be completed prior to pavinf!; of street and driveways .
7. Pavement sections shown are minimum and subject to revision and approval
of the city as requireµ by soil tests •aken after completion of rough grading.
8. Sewer manholes shall be left below pavement grade and brought to finish grade
after pavement is in place.
9. Stations shown thus (0+00) are storm drain stations and are independent of all
other stations.
10. Sewer, water and storm drain lines distances shown in profile and in the
estimated quantities are horizontal distances.
11. Stations shown [0+00] are sewer stations and are independent of all other stations.
12. The contractor shall request inspection from the Public Works Department 48
hours in advance of performing any work at 644-3311. The Public Works
Department Inspector shall also be notified after placement of forms and prior to
placement of any concrete for curb & gutter so that the forms can be checked for
line and grade and comparability with existing construction.
13. The walls and face of all excavations greater than (S) feet in depth shall be effeetfvely
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.
14. The contractor(s) shall obtain a permit to perform excavation or trench work as
described in No. 13 above from CAL-OSHA.
' -15. All storm drain, sewer and water pipe shall be bedded per City of Newport Beach
STD-106-L.
16. VCP sewer pipe may be used in lieu of PVC pipe by special permission. Pipe
shall be manufactured per ASTM D-3034 SDR-35 or ASTM F-789. All fittings
shall be prefabricated full-body fittings. PVC sewer pipe bedding shall be¾"
crushed rock from 6"' below the pipe to 12" above the top of pipe and shall be
consolidated by jetting prior to completion of trench backfill.
17. Ductile Iron Pipe shall be Class 52 and shall have an 8 mil loose polyethylene
encasement as per Section 207-9.6.2 of the Standard Specifications.
18. Thrust Blocks shall be installed on all water main fittings in accordance with
City of Newport Beach STD-510-L.
19. Water mains shall have a minimum of 30"' of cover from subgrade.
20. All concrete shall be 560-C-3250.
21. Slope anchors shall be provided on all lines in accord with City of Newport
Beach STD-314-L.
22. A.C.P. with a D-load of one and one half greater than required for R.C.P. may be
used for storm drains.
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CITY OF NEWPORT BEACH ~-5141 • $
PUBLIC WORl<S DEPARTMENT SHEET 2 OF 2
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