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VICTORIA
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VICINITY MAP
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SYMBOL LEGEND
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POWER POLE
MANHOLE
FIRE HYDRANT
METER BOX
VALVE
POWER POLE ANCHOR
MONUMENT
FENCE
BLOCKWALL
TREE
SHRUBBERY
ASPHALT PAVEMENT
BRICK WALK
CONCRETE
BUILDING
EXISTING CONSTRUCTION
PROPERTY LINE
NEW CONSTRUCTION
CENTERLINE
SEWER LINE
WATER LINE
GAS LINE
POWER LINE
TELEPHONE LINE
CABLEVISION LINE
SPRINKLER SYSTEM
STREET LIGHT
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CITY
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GENERAL NOTES
I. The construction of a!/ publlc Improvements shall conform fo the requirements of lhe
Newport Beach Consfrucflon standards. Standard Specfaf Provisions, Deslqn Cr-Uerla,
Standard Drawings and the "Standard Speclflcaflons for Public Works Consfrucf!on", 199 f
Edfflon and supplemenfs.
Z. Exlst/nq underqround utllltles are shown as per avallable records. The confrador shalf be
responsible for verlfyfnq fhe acfual focaflon and efevatlon fn the flefd prior fo beqlnnlnq
consfrucffon of 1he new factllfles.
.5. All underqmund work shall be complefed prfor to pavlnq of street and hlqhways.
4. Pavement secflons shown are minimum and subJecf to revrsrons and approval of the cffy as
reqLJlred by so/ls fesfs taken affer compleflon of rouqh qradlnq.
5.
6.
$ewer manholes shall be left below pavemenf grade and broughf to finish grade affer
pavement Ts In place.
Sewer. wafer and storm drain fines dlstances shown In profile and rn fhe esflmafed quanflfles
are horJz.onfal distances.
7. Sfaf!ons shown (0+00) are sewer sfalfons and are Independent of all other stations.
8.
s.
The confracfor shall req_uesf lnspecffon from fhe Public Works Deparlmenf 48 hours In
advance of performing any work at 644-331 I. The Pub/le Works Deparlment In.spec/or
.shalf al.so be notified after placemenf of forms and prior fo placement of any concrete for
curb and quffer so fhat the forms can be checked for fine and grade and comparabfllty.
The walls and face of all excavaflons greafer than (5) feel In depth shall be effecf1vely
quarded by a shoring system. $/oplnq of fhe ground or other equfvafenf means. Trenches or
excavaflons less than five (5) feel Tn depfh shall also be quarded when e)(.amlnaflon Indicates
that hazardous ground movement may be expecfed.
10 The conlracfor(s) shaJI obfaln a permlf to perform excavation or french work as described In
No. 13 above from CAL-OSf-lA.
I I. All storm drain, sewer and wafer pipe shall be bedded per City of Newporl Beach
STD. I06L.
I Z. VCP sewer pipe may be used In 1/eu of PVC pip by spec/al perm/.s.s/on. Pipe .shall be
manufacfured per AS1M D-3034, SDR-35 or AS1M F-789. All f)fffng shall be
prefabricated full body flfflngs. PVC sewer pipe bedding shall be 3/4" crushed rock from 6"
below fhe pipe fo Z. 1° above the top of pTpe and shall be consoffdafed by Jeff!ng prior fo
compfeflon of french backfJJ/.
13. All sewer flnes to be owned, operated and ma!nfalned by fhe Ofy of Newport Beach shall be
video Inspected after cfean!nq, air fesflnq and mandrlfllnq. All video Inspection shafl be
performed by fhe Cffy Ufll!fles Division. The developer .shall pay the current rate
estab//shed by /he City for video lnspecf/on.
14. The confracfor shaft notify the Fir-it Deparlmenf 4B hoLJrs rn advance of shuHrnq off any ffr-e
hydranfs af 644-3 I 06.
I 5. The Fire Deparlmenf shall be nofrfled 4a hours In advance of all fane closures.
EMERGENCY TELEPHONE NUMBERS
PUBLIC WORKS DEPARTMENT
APPROVED: cw)J_
PUBLIC WORKS DIRECTOR, RCE
APP ROVED: 2~// 6) a.-tre-c.~
UTILITIES MANAGER, RCE 25553
16791
Nov 8,/999
DATE.
l/-0-'ff
DATE
BASIS OF BEARINGS BENCHMARK
CALL TOLL FREE
1 -800-422-4133
BEFORE YOU DIG
AGENCY
SOUTHERN CALIFORNIA GAS COMPANY
SOUTHERN CALIFORNIA EDISON COMPANY
PACIFIC TELEPHONE COMPANY
CITY OF NEWPORT BEACH (UTILITIES DEPT.)
COUNTY SANITATION DISTRICTS
COMCAST CABLEVISION
NUMBERS
634-0251
895-0221
611
644-3011
962-2411
542-6222,
542-3975 AFTER 6:00 PM
BEING THE NORTH-EASTERLY PROPERTY
LINE OF LOT 15, TRACT 1257
SHOWN HEREON AS N 39°23 '25" W
O.C.S. NB4-26-71
ELEV. 87.953 (NAVD 88/1995)
IN THE NW PART OF INT. OF OCEAN BLVD.
AND POPPY AVE. :60.0' NE OF C.L.
OCEAN, 14' NW OF C.L. POPPY, 1 ' NW
OF FACE OF CURB, 2.5' NE OF CURB
RETURN INA CONC. POST.
GENERAL NOTES
1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER
CONTRACT SHALL, EXCEPT AS OTHERWISE STATED IN THE CITY'S
STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL
PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD
SPECIFICATIUONS FOR PUBLIC WORKS CONSTRUCTION," 1991 EDITION
AND SUPPLEMENTS TO DATE.
2. 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 OF CONSTRUCTION.
PACIFIC OCE~N
LOCATION MAP
N.T.S.
SEWER NOTES & QUANTITY ESTIMATES:
G] CONSTRUCT 6" YELOMINE SEDER.
(I} CONSTRUCT STANDARD 5a'ER MANHOLE PER CITY' STD. 401-L. (48"}
0 CONSTRUCT STANDARD SE1¥ER TERMINAL CLEAN OUT PER CITY STD. 400-L (UDDIF"IED TO B" PIPE).
~ REMOVE EXIST. El" STEEL SED'ER MA!N PER CITY STDS.
[!j CONSTRUCT PIPE SUPPORT ASSEMBLY PER CITY OF N.B. STD. 522-L
~ JNSTALL 12" STEEL SLEEVE 111TH LINK-SEAL IN 17ALL AROUND SEl1£R IJAIN.
(!] INSTALL U.S.f. ACCESS HATCH -STAINLESS STEEL 300 P.S.F. -SINGLE
DOOR (APS) 36"x36" -HINGED SPRING ACTlYATED ON BUILDING SID£.
[!) INSTALL LADDER PER. CITY OF' N.B. sm. 530-L, VITH VERTICAL
£XTENSfON, ON PROPERTY LINE i,ALL.
NOTE: QUANTITIES SHO'aN HEREON ARE ESTIMATED FOR PERJJ/T PURPOS£S
ONLY. CONTRACTORS TO MAKE THEIR Ot/N OUA.NTIIT TAKEOFFS
FOR BIDDING a OTHER PURPOS£S.
95 LF
2 EA
I EA
I EA
4 EA
2 EA
I EA
I EA
SEWER REALIGNMENT PLAN
PORTION OF OCEAN BLVD.
FRONTING LOT 15, TRACT 1257
CORONA DEL MAR, CALIFORNIA
DWG. NO. 9120 SHT 1 OF 2
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3+50 4+00 SEWER PROFILE
70
3 CLENJOUT
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PROPOSED CAISSONS
T.
PLANS U/ACCESS TO SErlER
SEE ARCH'L BLDG. PLANS
INSTALL
S£11ER.
BY ClfY
6" YELO'.IINE
TO BE SUPPL I ffJ
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CONSTRUCT
HANHDLE 2
38" CLR. TO CAISSON
TIEBACKS
70
60
-50
PRO OSED CAISSONS PER
STR/JCTl.JRAL PLANS
TYPICAL
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• &. AflDED 22" BEND & a-wmrn PIPE SLOPE C.R. 6-27-00
& ADDED RITA!nlNG WAI.LS ON LOT 16 C.R. 7-28-00
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APPROVED
DATE
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SEWER CONSTRUCTION NOTES:
[D CONSTRUCT 6" YELQIJINE SE'JER UAIN.
0 CONSTRUCT STANDARD 5£1i'ER IJI.J,JHDLE P£R CITY STD. _.,.Or-L. (-IB")
0 CONSTRUCT STANDARD S£17ER rrRUINAL CLEAN OUT PER CITY STD. -,OD--L (MODIFIED TO 8" PIPE).
REl.~VE £Xl5T. 6" STEEL SEVER W.IN PER CJTY STDS.
CONSTRUCT PIPE SUPPORT ASSEMBLY PER CITY OF N.B. STD. 522-L.
INSTALL 12" STFEL SLEEVE 171TH LINK-SEAL IN flALL AROUND SEDT::R UltlN.
INSTALL U.S.F. !1CCESS HltTCH -STAINLESS STE£!. 300 P,S.F. -SINGLE
DOOR(APS) 36"x36-HINGED SPRING ACTIVATED ON BLONG. SIDE". SEE ARCH'L PLANS.
0 INSTALL t.AODER PER CITY OF N.B. STD. 530-L. 'I/TH V£RTICAL
EXTENSION, ON PROPERTY LIN£ r!ALL. 5Ec ARCH'L BLDG. PLANS.
SEWER REALIGNMENT PLAN
PORTION OF OCEAN BLVD.
FRONTING LOT 15, TRACT 1257
CORONA DEL MAR, CALIFORNIA
I-D_A_TE~_s_Y~ ____ DE_s_c_R_1P_r1_o_N ____ _J_,A_P_P_D-1---. D~E=s~1G~N=Eo----'c=-R'-'+=-D~RA-W~N-z_.P--J. CITY OF NEWPORT BEACH
CHECKED DATE PUBLIC WORKS DEPARTMENT
JN: 9120
REVISIONS R.T. SHEET 2 OF 2
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