HomeMy WebLinkAboutR_5047_S@)
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BAYSIDE
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EXIST. CURB
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DETAIL
NO SCALE
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BENCH MARK
14.00'
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GENERAL NOTES
I. ALL WORK SHALL CONFORM TO THE C:iRADIN<:, ORDINANCE OF THE CITY OF NEWPORT
BEACH AND THE REQUIREMENTS OF THE SOILS ENGINEER.
2. ANY IMPORT MA.TERIA.L Sl-lALL BE APl"ROVED BY THE SOIL':>. E.N<:,INEER PRIOR TO PLACEMENT.
:3. NO FILL WILL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED BY THE
SOILS ENGINEER.
4. RE.MOVE ALL VEGETATION BEFORE_ PLACING ANY FILL.
5. REMOVE. 1 RE.PLACE. AND COMPACT TOP 4>' OF EARTH TO '35% MAXIMUM DENSITY WHERE
INDICATED ON PLANS.
~-PAD ELEVATIONS SHALL BE BROUE.HT TO FINISl-f GRADE WITH COMPACTED FILL.
COMPACTION TO BE 95% OF MAXIMUM DENSITY.
7. PROCESS SO AS TO PROVIDE A MINIMUM OF 18" COMPACTED FILL, (\NCLUDINC, THE
AC,G,l2EG,ATE. BA'=>E) UNDER ALL PAVED AREAS. C.OMPACT ION TO BE. '90% OF
D'E:~S I TY. -'
MAX.IMUM
6.
9.
STATIOI\IINGi REFEes TO CENTERLINE _OF EI\ITRA.NCE DRIVE. CtJRB DATA AND DIMEN'510N5
RE-FER TO FACE. OF C.URB. CURB ELEVATIONS SHOWN : FLOW LINE.
THE CON_5TB_U.CIIO~ ~All THE IMPROVEMENTS $HALL CONFORM TO THE REQU1l?EMEN15
OF THE STD. SPEC.IFlCATIONS AND THE-APPROPRIATE .STD.--:DRAW[J\IG$ OF THE C.ITY OF
,NEWPORT BEACH.
I , I ,-----------7
~'c.oNNEC.T ro -ex1sT.i.."c.r.wATER . I z O MAII\JJ-PLAC.E-4"-TAPII\JG,-VALVE ~SLEEVE!_
• \ -Ci COM1LETE. WIT\.\ VALVE BOX f COVER -. ! . AT '10E OF SLOPE • I
/?.'~ I I
11
I
I
EXIST. GARAGE
FLR, EL.=~'l.'11
MEET EXIST.
C.ONC. ':>L/\13
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®
CONSTRUCTION ~OTES
CONST. '1."A.C.OVER 4" A.B. WITH '5C-'250 PRIME COAT.
CONST. TYPE-"B" CURB PER CITY OF NE.WPORT BEACH
$TD. Nll 10'2.-L
(~} C.ONST. V. C.P. SEWER I LATERALS, CLEAN-OUT AND MANHOLE.,
51ZE AND t:OCATJON AS Sl-101,,./N ON PLAN, PER CITY OF
NEWPORT BEACH STD. SPECIFIC.ATIONS.
0
. .
CONST. A.C..P. WATER MC..ll\l 1 SERVICES AIJ D Wb.i'E.R SYSTEM
APPURTENANCES , "=> 17-E. AND LOCATION A.S <::.HOWN ON
PLAN,S PER C.ITY OF NEWFORT BEACH STU SPECIF/CATIONS.
CONST 'Z"A.C.SWALE WlTH r·v·AND l"HIGHX'2"WIDE A,C.
BERM_ON EACH SIDE. AS SHOWN ON PLANS. PLACE SWALE
OVER COMPACTED EARTH BA'=>E,
CONST. I' WIDE EARTH 6ENCH
® END A.C,P, MAIN PE.R C.ITY OF NEWPORT BEACH
STD. N!1. -104-L
® CONS,. CUl:?B $ 12" GUTTEl2 PEI:'. DE.TAIL HEREON,
-~ --@
APPROVED FOR C,RADING, ONLY
EN6\NEE~
<13,t,j:e;~ ;',,-, DATE.: !4M"~I.,•
HERBERT:J.DlX' R. E.. 13><>35
PREPARED BY : RECOMMENDED
l.:STIMATEO QUANTITIES
ITEM
ENTRANCE
A.C. PAVING
AGG.BASE
PRIME COAT
TYPE "B"C.UR6
--CURB~ 1'2" <::,U_TTE~
SEWER. -
<o" V.C. PIPE
4" LATERAL
&EWER M.H.
SEWER C.O.
WATER
4" A .C. Pl PE
l "SERVICE
4" TAPING VALVE a SLEEVE
W/VALVE BOX ANO.COVER
AMOUNT UNIT
7,0'?JO
170
1'3 7
400
lo~
~I
5'2.
I
I
130
18
'5.F.
TONS
G,,C.,L.
LF.
-c-F.
Lf.
L.F.
EA.
EA.
L. F
L. F.
EA.
E Ff'fH UA.NTITIES
ITEM
TO BE REMOVED AND
REPLACED
EXCAVATION
EMBANKMENT
IMPROVEMENTS
AMOUNT UNIT
J,240
OF
25
'370
C.Y
C.Y.
C.Y,
"X" ON HEADWALL ON STORM DRAIN
W. SIDE OF HELIOTROPE 40.' I\J, OF BAYSIDE DRIVE..
51MPSON ~ STEVLINGSON
CONSULTING ENGINEERS
3345 NEWPORT BLVD.
NEWPORT BEACH, CALIF.
EINEER:
APPROVEDJ.1 tf
~/),;~
ASST.PBLicwoRKS DIRECTOR
-R,E, No,12806
LOTS 2 1 4 $ G , BLOCK 3~3
CORONA -DEL MAR TR&\C.T
ELEVATION : ~8,08 M,$.L.
La.U a-,~ovk,,>-<,'
DONALD C. SIMP50"-l
DATE:
R.C.e.. 10S95
DRAWN D!:..<:.. DATEAPR 2."l,<,,l;
CHECKED SCALE l'h 10'
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
DRAWING NO,
R-5047-5
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