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MANHOLE
FIRE HYDRANT
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BLOCKWALL
TREE
SHRUBBERY
ASPHALT PAVEMENT
BRICKWALK
CONCRETE
EXISTING CONSTRUCTION'
PROPERTY LI NE
NEW CONSTRUCTION
- --<i_ - --CENTERLINE
----5----SEWER LINE
-WATER LINE
---ci-- -GAS LINE
--E--POWER LINE
-TEL-TELEPHONE LINE
-TV--CABLEVISION LINE
-SP--SPRINKLER SYSTEM
:0: STREET LIGHT
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AGENCY
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M.L.C.C.S.P. -MORTAR LINED CEMENT COATED STEEL PIPE
S.F.M. -SEWER FORCE MAIN
D.C.V. -DOUBLE CHECK VALVE
R.P.P. -REVERSE PRESSURE PRINCIPAL VALVE
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NUMBERS
SOUTHERN CALIFORNIA GAS COMPANY
SOUTHERN CALIFORNIA EDISON COMPANY
PACIFIC TELEPHONE COMPANY
634-0251
B95-0221
611
644-3011
962-2411 CALL TOLL FREE
1-800-422-4133
BEFORE YOU DIG
CITY OF NEHPORT BERCH (UTILITIES)
COUNTY SANITATION DISTRICTS
COMCAST CABLEVISION
COMMUNITY CABLEVISION
UNDERGROUND SERVICE ALERT
542-6222, AFTER 6:00 PM 542-3975
720-4040
1-B00-422-4133
PUBLIC WORKS DEPARTMENT
_S_TRE_E_T_ IMP·ROVEME~T, /
,SEW!:R AhJD, WATE~ RELOCA 1 IO>J
-PROJECT
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APPROVED: _.ll,::Q~!_vj~~"'-~=--=-,Jli..::..____::,:_::__ _____ DRTE: _4-'-'-/2~z/~~~~~-
APPROVED:
PUBLIC WORKS DIRECTOR
~8~~~&!4~~::..L/23.~V,~a.~,u..1.~!'.'.'.-/4.~•~~ ----:-:=-_DATE:
UTILITIES MPiN/1,1:,E;-~ R.C.E. Z5S53
10, 01 ~IN, T/!ANS/Tl,M BACIC OFCIAIS
EXPANSION JOf~T
·TYfE/A" CURB
SEE
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MAINTAIN GUTTER GRAD[
AND FLOWUN[
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o.""m-...t'"ft"'R~nmt-£9-\-'LLJsgJ£~1f.=.~~ . ~~~ ~TI-EHIJ~T: TW,,T 1HSi.JF£ll,JREl'ENT 9-V-l,...L Nf'LY
CIMN.O.S..Y m:J r,or E£ L\P"l'TED 10 N:RtW.;. w:R(N; H'.lR9;: Nn 11¼',J ~-~ c:onRACT[R 9-¼IU.. CffDo. NE'r'Fi HJJ HlJl TI£ OtER no ltE CM.. a.....~•
H'ffl..ESS FR.:t! mi~ >J.L L.!J,8UTY. R9.l.. m. N.li'lEl N ~~ m11 Tl-E f>fRf'[RW-ll CF 1CR<: 00 THS Fffl..ECT. ~ ftR t.VBI.IiY NU-"".., , 1tE Sll..E r-m..ra,a Cf' n-E CW£R CR 1l£ mt.. aGEER.
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CF 5lOI DATA. lJ-E ctNJW,.CTCR IS R9l..ffD 1D TN\lc D..lf~CR ~--~ TO FR01B:T nJ.... lln.lTY t.JsES,;aNl.lTS CR srR.CTlJ6 ~•n:.n. ,..,, F£SPCN5Sl,.ITY ll£Sc: R.,..N,IS N-ll Bl' N::CE?TJ,O N<J UTUZNl 11-1:!£ F'1.J,Ki. ,s9.J1:S ILL. s--w.L.
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1.
GENER..\L NOTES
The construction of all public improvements shall conform _to the requirements of
l\;e Newi5ort Beac:.li. Constructioh standards, Standard Speaal Provisions, Design
Criteria, Standard Drawings and the "Stamford Spedftcaticms For Public: Works
Constn,ctioii ·, 1994 Edition and supplements. •
'
2. Staticrung refers to centerline ?f ~treet.
,·
3. Existing-underground utilities are shown as per available records .. Th:e conrictor
shall be responsible for verifying the actual location and elevation in ~1.e' fie1d prior
to be!?":"1ing !=Onstruction of the new facilities .
4. Curb data refers·to face of curb.
5. All exposed conctete surfaces shall confonn in grade, color and fi:ttlsii to all
adjoirung curbs md wail<s. .. • -"
6. All l.L 1derground work shall be completed prior to paving of street ai'!d driveways.
7. Pave:nent secttoi-is shown are minimum and subject to-revision and app-roval of the
city as required by soil tests taken aiter completion of rough grading.
-
8. Sewe-r manholes shall be left below pavement grade and brought to futlsh grade
after pavement is in· place_ -
9. Stations shown thus (0+00) are storm drain stations and are independent of a!J'other
stations. • •
10. Sewer, water and storm dram lines distances shown in.profile and in the estimated
quantities ar" horizontal distances. •
11. Sta tic ns shown_ [ O+QOJ are sewer stations and are independent of all other stations.
12. The contractor shall request inspection from the Pub!ic•Works-Departme..'\t 48 hours
in advante of:performing any work at 644'-3311. The Public Works Department
Insoector shall also be notified after nlace:nent of-forms and orior to placement of
my concrete for c:urb & gutter so that the forms can be checked for line and grade
and compar_ability with existing construction. • •
13. The Hails and face of all excavations greater tha:n.(5) feet in depth shall be effectively
guarded by a shorifig system: Sloping of the ground .or other equivalent means.
Trenches or excavations less than five (5) feet in depth shall also be guarded when
exaoination 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 s'.onn drain, sewer and water pipe shall be bedded per City of Newport Beach
SID-106--L.
16. VCP·s~wer-pipe may be used in lieu of PVC pipe by spe¢al permisfilon. ~pe
shall be manufactured per ASTM D-3034 SDR-35 or A?™ F-789 .. All fitting~. .
shall-be prefabricated full-body fittings. PVC sewer pipe bed~g shall be ¾
crushed roclc.Erom 6"' below the pipe to 12" above the top ofplpe and shall be ______ _
consolidated by.jetting prior to completion of trench bac:kfill.
-
17. Ductile Iron Pipe shall be Gass 52 and shall have an 8 mil loose polyethylene
enoisement as per Section207-9.6.2 of the Standard Specifications.
18. Thrust Block.s'.shall be installed on all water main fittings in accord with City of
Newport Beach STD-510--L.
19. Water mains shall have a ~um of 30"' of cover from subgrade.
20. All concrete shall be 560-C-3250.
' '
21. Slope 'anch~:shall be provided on all lines in accord with City of Newport
Beach, STD0314-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.
23. All sewer lines to be owned, operated and maintained by the City of Newport
Beach shall be video inspected after cleaning, air testing and mandrilling. All
video inspection shall be performed. by the Citv Utilities Department. The
devclqper shall pay the current rate established by the City for video inspecti01;-..-
Any sewer line found to be installed incorrectly, defective, damaged or otherwise
comprornisedshall be repaired/replaced and re-inspected, including air test,
mandrill' and video, ·prior to acceptance.
24. The contra<;toJ: shall notify the Fire Department 48 hours in advance of shutting
off any fu:e hydrants at 644--3106.
25. The Fire Department shall be notified 48 hours in advance of all lane closures,
26. That a fire protection system acceptable to the Fire Department be installed by the
developer and tested by the Fire Deparbnent prior to storage of any combustible
materials or start of any structural framing.
Zl. All flanged _pipe joints shall be joined utilizing type 316 stainless steel nuts,
washers and hex-head bolts. Gaskets shall be full-faced, nylon cloth reinforced
Buna-N rubber;
28. Bex nnd transition couplings used to join pipe in water main construction_ shall
have all threaded parts and joining hardware fabricated from type 316 stainless
steel. Center sleeves shall be a minimum of 9 inches long for pipe sizes to 8 inches
of pi~ diameter, and shall be a minim= of 12 inches long for pipe sizes larger
than 8 incl1es in diameter.
29. Pipe ~:5s asse_0:1~ties, valv~e and fitting restraints and shackle-damp assemblies
shal!, ],e JOmed utilizing type .>16 stainless steel all-thread rod, nuts, bolts and
wa.sners •. Oamps,. shac.1.:les and other hardware mav be carbon steel or ductile
iron where appropriate, but must be coated liberally with corrosion protective mastic compound.
30. Bolted conne<;tors fabri<;ated from type 316 stainless steel shall have threaded
parts coated liberally With an approved anti-cease compound.
31. All bolted and threaded fasteners shall be manufactured in the United States of
America ~d shall :onfai:m to the lninimum requirements for strength, material
construction and c:limellSlcn as established bv the ASU.,! and the "u"ISI
specifications. All fasteners shall be accompanied by ~tten certification from
L\;e manufacturer stating compliance with the appropriate sped.ficat:jpns.
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c::tmWCTCR I\GlEES lH",.T t£ 9-W..l. lSSU£ sa..E'#O COfl.E'TE :CSUJYl 'TY ™~~~~~~~~,m_v CCNTND.S..Y NO MlT EE U'lTED 'ro NRW.. ~ 1-D.Ri: A'O. lli\T 11-E rnmw:TtR 9--W..L W'U-0. NE'ffY NO Kl..D ll-E Df'£R HO TI£ 0VL ~ 'l-l"R1..ESS m:tt J,Hf »o ALL t.1A8UTY. f!Eli.. tR Hl.flEil N o:N-EJ:1Ill HllH ........., 'l1--£ ~ CF~ CN TI-IS FRO..ECT. ~ ~ U',BII.JTY msII-G r~ m·E sa..E tm..J.EN::E CF llE ClffR CR Tl£ CVL EM:iMER.
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GI 1.9s-MILES NOR.m\VEST ALON'O.).At:rrn'! a:!A~mGHWAY Fil.OM-nm T-
• JUNcnON OFDROADWA'i (1'.TI! 133) IN LAGUNA.BEACH, INTIII! NORTH s ~~~?io~~~:~~~~t~r~iii~s~? + SIDEWALK OFTIII! BP.IDOi!, 46 IT, NORTI!EAST OF nil! CEN'IEU.INE OP
,n PACIFIC COASTIIlGHWA'i, 0,3 IT, SOtm!WBSTOPl\2IT, IIIGliCONCRETI!
HEADWALL, PART OF nil! SIDEWALK lNWlllCHTlll!MA!tKJs:SE'.f IS Ol' .
THE BRIDOB ADUThtENT. • •
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USED--STREET IMPROVEMENT PLAN FOR GRANVILLE-DRIVE.
'TOP OF CURB AT NORTHLY ECR ON NEWPOR,T CENTER DR.
AT INTERS. WITH GRANVILLE DR. ELEV.= 117.86 TC
BASIS OP BEARINGS:
THE BEARINGS SHOWN HEREON ARE BASED ON RECORD
DATA PBR TRACT No. 14839. USED CENTERLINE OP
GRANVILLE DRIVE BEARING.N12 59' 27"W
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DETERJCH POST REORDER NO. 113013
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-OS MILES NORTHWEST ALONG""PACIF[C-COASTFDGHWAY FROM TH£ T-
JUNCTION OF BROADWAY (RTE 133) IN LAGUNA BEACH, Di~ ?:TORTI!
, CORNER OF A BRIDGE OVER A ROAD LEADING TOIRyrnECO'V,E, ill TOP
AND 7 FT. SOUTIIEAST OF 11-lE NORnIWEST END OF TIIE NORTIIEAST'
SIDEWALK OF TIIEBRIDGE. 46 IT. NORTI-fEAST OF THE CENTERLINE OF
PACIFICCOASTHIGHWAY, 0.3 FT. SOUTI-IWESTOF A 2 IT. IIlGH CONCRETE
HEADWALL, PART OF TIIE SIDEWALK IN WIDCH 1llE MARK JS SET IS ON
TIIE BRIDGE ABUTMENT.
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T.B.M:
USED STREET IMPROVEMENT PLAN FOR GRANVILLE DRIVE -
TOP OF CURE AT NORTHLY ECR ON NEWPORT CENTER DR.
_ AT INTERS. WITH GRANVILLE DR. ELEV ... 117.86 TC
_ '.BASIS OP' EEARriici&:
THE BEARINGS SHOWN HEREON ARE BASED ON RECORD
DATA PER TAACT No. 14839. USED CENTERLINE OF
GRANVILLE DRIVE BEARING Nl2 59'. 2i'"W
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